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HomeMy WebLinkAbout0241 LITTLE RIVER ROAD - Health 241 LITTLE RIVER ROAD, COTUIT A= 054 006 i i �I _ r. Commonwealth of Massachusetts DOo2—OD�O Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road NJ Property Address r*+ Robert Ehlers& Elizabeth Pohl ' Owner Owners Na information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town State Zip Code Date of Inspection ,; 3 Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Imng out f rrns A. General Information 6-4 l a�a,o filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones , use the return Name of Inspector key. S.M.Jones Title V Septic Inspection Company Name 74 Beldan Ln. Centerville Ma 02632 City/Town State Zip Code 774-248-4850 smjonestitle5@gmail.com S14522 Telephone Number License Number B. 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 9/23/2017 Inspector's 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 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal Sysiem•Page 1'of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is Cotuit Ma 02635 9/23/2017 required for every page. Cityrrown 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: The dwelling located at 241 Little River Road Cotuit is served by a Title V septic system consisting of 1500 gallon septic tank, distribution box and 6 Infiltrators. The system was found to be in proper working condition at the time of inspection. 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): t5ins•3/13 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms 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)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 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .' 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town State 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 cesspool is less than 6" below invert or available volume is less than 1/2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. CityrFown 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. ❑ ® An portion of a cesspool or privy is within 50 feet of a private water supply well. Y p P Y P Pp Y ❑ ® 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 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- 1 0,000g pd. ❑ ® 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 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 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•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ••'' 241 Little River Road Property Address Robert Ehlers & Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityrrown State Zip Code Date of Inspection 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 N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ 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): 4 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 462 gpd provided t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts G Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundryon a separate sewage system? Include laundry system inspection P g y ( ry y ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current 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/persons/sq.ft., 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: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 't 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Tank pumped at time of inspection Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? size of tank Reason for pumping: routine maintenance Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: system installed 1992 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3 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.): Joint were ok, no leaks, vented through the roof Septic Tank(locate on site plan): Depth below grade: 2 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: 1500 gallons Sludge depth: -- t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle i How were dimensions determined? Tank p umed at time of inspection 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 was pumped for inspection and should be done again every 2 years for proper maintenance. Outlet tee intact, water level was even with outlet invert, tank was not leaking and was structurally sound. 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 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town 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 was video inspected from tank and was found in good condition with no high stain lines. PumpChamber ber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No" 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: 15ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address , Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 6 Infiltrators ❑ 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 facility consists of 6 Infiltrators in a 41.5'x7'x.83'trench. No signs of past failure, vegetation was normal. 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 r Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .'" 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. Cityrrown 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 9/23/2017 page. City/Town state Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately ;J� `d i, l� 1 �C 00 A3 � t5ins•3/13 Title 5 Official hspeatlon Form:Subsurface Sewage Disposal System•Page 15 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is required for every Cotuit Ma 02635 . 9/23/2017 page. CitylTown 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: 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: Groundwater elevation was determined by accessing Town of Barnstable groundwater contour map. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 f Commonwealth of Massachusetts u v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M ..' 241 Little River Road Property Address Robert Ehlers& Elizabeth Pohl Owner Owner's Name information is Cotuit Ma 02635 9/23/2017 required for every page. Cityrrown 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•3/13 Title 5 Official Inspection.Form:Subsurface Sewage Disposal System•Page 17 of 17 f No. O3--36 ', Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No... (�` #24 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel `��"�� '°` f),kQ — L11L0 Installer'Te,�ddres5V�d Tgl.No. Designer's 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 sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) , !"ODate last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and t to place the system in operation until a Certificate of Compliance has been issued by this Boaz t gnAA Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued Th- T,COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance TIES IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) f Abandoned( )by at has been cons ctedAmed ce with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ,__�—----r=-----------------------------------------_-----_-- d (r-e dtl 4r. 0T No �.• , �t Fee��— � 1 THE COMyMONWEACTH OF MASSACHUSETTS' Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF-BARNSTABLE,�MASSACHUSETTS Yes �n 2ppiication for 30isposai 6pstem Construction hermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components "Location Address or Lot No. QL4 ( ,Qk!xk,-L Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1'�" A&O` — M" Installers.i e Address and Tel No. Designer's Name,Address,and Tel.No �C SL 64 k 770 Z Type ofiluilding: 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 sheets Revision Date Title a Size of Septic Tank Type of S.A.S. Description of Soil J j Nature of Repairs or Alterations(Answer when applicable) Date last inspected: .+f ' {-Agreement: w The undersigned agrees to ensure`the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of `¢ f r � Board o alth.Compliance has been issued by this " C, _. StgtieA 4 Date Application Approved by f/� /. �( ` t n11 J Date WAIII Application Disapproved by Date - f for the following reasons 1 Permit No. ( � ! Date Issued , TIDE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS ; Certificate of Compliance THIS IS TO CERTFIY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at x has been constructed in ac�cvdree with the provisions of Title 5 and the for.Disposal System`Construction Permit No.,4afed Installer - Designer #bedrooms Approved design flow f +'' - _gpd, r_ The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date ' Inspector ----- — -- ------------- ----------------------------------------------- ---------------------------------------- - 01 No. Fee - (/ ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction permit Permission is hereby granted to Construct( }} e,air( ) 'Upgrade( ) -Abaarfdon System located at I :� /X n v v , and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. !� / Provided:Construction fnu t e co4nple�e1d within three years of the date of this permit. Date / ") Approved by !7 / a TOWN OF BARNSTABLE LOCATION (�.�`'�"�� Z 1G S1E# d►S� -,VILLAGE 1` ESSOR'S PARCEL IN5q?VEETW S NAME&PHONE NO. SEPTIC TANK CAPACITY hJ�d� LEACHING FACILITY:(type) —,L 4J rCoVIV/-,L (size) NO.OF BED OOMS OWNER CoL0 I t PERMIT DATE: C ATE:�cf, 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 t• t• t•t•t•t,t,t,t,t,t, + f f f f F F f f f f r f f F f f r F F F r f r F r F r f rr r r r f r r t t t t t F F f F r r Ft ftrtFtFtrtrtftFtrtr t t t t t t t t t t t t t t t t t t r f r f f f f r f f r f r f f r f r f f f f r f r . 44 62 95 :f: 98 f Commonwealth of Massachusetts Title 5 Official Inspection Form , ? Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotult MA 02635 August 7, 2012 required for 9 every page. Cityrrown 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 end of the form. . ' "t Whhenen filling out A. General Information forms on the computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. ` Company Name r� 189 Cammett Road Company Address Marstons Mills _ MA 02648 Cityr town State Zip Code 508-428-1779 S1 12855 Telephone Number a License Number B. 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 aluation by the Local,Approving Authority August 7, 2012 Job# 12-124 Ins k ctor's 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 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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. f l5ins•11/10 Title 5 Offi I Ins clion Form:Subsurface Sewage Disposal System•Page 1 of 17 x Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for.Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is 9 required for Cotuit MA 02635 August 7, 2012 _ every page. City/Town 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: ® 1 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: Tank was not in need of pumping at time of inspection, leaching system showed.no evidence of surcharge or saturation. B) System Conditionally Passes: t ❑ 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): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts ID Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for 9 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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): f ❑ 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)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 t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is COtUIt a required for MA 02635 August 7, 2012 every page. City/Town State 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. El 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 w **p 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 cesspool is less than 6" below invert or available volume is less than_day flow l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA _62635 August 7, 2012 required for 9 every page. Cityrrown 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 groundwater elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for 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 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 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-11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •w 241 Little River Road Property Address Paul Cain Owner Owner's Name information is required for Cotuit MA 02635 August 7, 2012 every page. Cityrrown State Zip Code Date of Inspection 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? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ 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): - 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 r t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 ' r r J Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 e August 7, 2012 required for g every page. Cityrrown State Zip Code = Date of Inspection D. System Information Description: Number of current residents: Unknown - 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: ' Sump pump? ❑ Yes ® No Last date of occupancy: Currently- Occupied: Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? El Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter.readings, if available: 15ins•11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 7 of 17 r " Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for g every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use:. Date Other(describe�below): F • General Information Pumping Records: Source of information: None ° 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/Alternative 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): . - " '1 t5ins•11;10 Title 5 Official Inspection Form Subsurface Sewage Disposal System°Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is required for Cotuit MA 02635 August 7, 2012 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Compliance date: 10/19/92 Were sewage odors detected when arriving at the site? ❑ 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.): Septic Tank(locate on site plan): 2, Depth below grade: 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: - " 10.5' long x 5.8'wide- 1500 gal. - _ Sludge depth: 2" t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for g every page. Cityfrown d Slate Zip Code Date of Inspection - D. System Information (cont.) A Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness 2 6" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was found at outlet invert and tees were intact and clear. 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 !Sins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 10 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is required for Cotuit MA 02635 August 7, 2012 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels 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: T Date Comments (condition of alarm and float switches, etc.): `Attach copy of current pumping coritract (required). Is copy attached? ❑ Yes ❑ No, t5ins•11/10 ' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 i Commonwealth of Massachusetts Z Title 5 Official Inspection Form x Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for g every page. Citylrown 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 011 - 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.).- No solids or high stains present. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and'appurtenances, etc.): t - t Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11.r10 + Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for g every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) F . Type: ❑ leaching pits number: ® leaching chambers number: 6 Infiltrators. ❑ 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.): Stone and soils surrounding SAS were probed with no evidence of saturation found. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): 9 ' Number and configuration Depth=top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction k Indication of groundwater inflow ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain - Owner Owner's Name information is Cotuit MA 02635 August 7, 2012 required for _ 9 every page. City/Town 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): - _. r Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Y k 1 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 II 5 .. r • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 241 Little River Road Property Address - Paul Cain Owner -- -------..-— Owner's Name ------- ----- information is Cotuit MA 02635 August 7, 2012 _ required for --------------------..__..__...—_....._----=---....--- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately. 4- 24, 44 62 495 98- - a Little River Road I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Dis posal sposal System Form Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is COtUIt required for MA 02635 August 7, 2012 every 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: 20+ 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: 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: Low area at reor of property is coniderably lower in elevation than SAS. Before filing this Inspection Report, please-see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 16 of 17 L_ i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 241 Little River Road Property Address Paul Cain Owner Owner's Name information is 9 required for Cotuit MA 02635 August 7, 2012 every page. Cityffown 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 - • L ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17, P � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617)292-5500 w VAAY 2.6 199B OX WILLI" F.WELD 0. 1i 9€PTRUDY` � Y � I Govemor t' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FURM ARGEO PAUL CELLUCCI D B>S RUHS Lt. Govemor PART A 'Com isaioner CERTIFICATION Property Address: Lot 23, 241 Little River Road, Cotwt, MA Address-of Owner: %Map: 054 Date of Inspection: May 8, 1998 (If different) Parcel: 006 Name of Inspector: Gordon E. Byaus I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: Gordon E. Bunpus Mailing Address: 215 Osterville West Barnstable Road, Osterville, MA 02655 Telephone Number: (508) 428-5640 CERTIFICATION STATEMENT j I certify that I have personally inspected the sewage disposal system'at this address and that the information reported below is true, accurate and complete-as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ✓ Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: Date: May 15.4998 The System Inspector shal submit a copy of this inspection report to the Approving Authority within thirty (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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A] SYSTEM PASSES: ✓ I.have not found any information which indicates that the system violates atiy of the(failure criteria as defined in 310 CMR 15.303. 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. Indicate yes, no, or not determined(Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why'not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 04/25/97) Page 1 of 10 DEP on the World Wide Web httpJnvww.magnetstate ma.us/dep Pnnted on Recycled Paper � n SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 241 Little River Road, Cotuit, MA Owner: Steven Gould Date of Inspection: May 8, 1998 B] SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced — The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT TILE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: — P� or Cesspool 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 WELL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER (revised 04/25/97) Page 2 of 10 i 1, l r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 241 Little River Road, Cotuit, MA Owner: Steven Gould , Date of Inspection: May 8, 1998 D] SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or pond' of effluent to the surface of the ground or surface waters due„to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool-is1ess},than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public health and safety and the environment because one or,more of the following conditions exist: Yes No 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) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 04/25/97) Page 3 of 10 G+ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 241 Little River Road, Cotuit, MA Owner: Steven Gould Date of Inspection: May 8, 1998 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No ✓ _ Pumping information was provided by the owner, occupant, and Board of Health. ✓ _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. ✓ As built plans have been obtained and examined. Note if they are not available with N/A. ✓ The facility or dwelling was inspected for signs of sewage back-up. ✓ The system does not receive non-sanitary or industrial waste flow. ✓ _ The site was inspected for signs of breakout. ✓ _ All system components, excluding the Soil Absorption System, have been located on the site. ✓ _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: ✓ _ The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. ✓ _ Existing information. Ex. Plan at B.O.H. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)(b)) (revised 04/25/97) Page 4 of 10 SUBSURFACE SEWAGE'DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION- Property Address: 241 Little River Road, Cotuit, MA Owner. Steven Gould Date of Inspection: May 8, 1998 FLOW CONDITIONS RESIDENTIAL: Design flow: 330 g.p.d./bedroom for S.A.S. Number of bedrooms: 3 Number of current residents: 2 Garbage grinder (yes or no): 11b Laundry connected to system(yes or no): Yes Seasonal use (yes or no): No Water meter readings, if available (last two (2) year usage (gpd): _1997- 25.000gats. and 1996-not available Sump Pump (yes or no): No Last date of occupancy: Presently ompied COMMERCIAL/INDUSTRIAL: TypeT of establishment: s blishment: Design flow: gallons/day 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: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: None on Ile -per Treatment Plant. " System pumped as part of inspection (yes or no): 11b If yes, volume pumped: gallons Reason for pumping: 'TYPE OF SYSTEM ✓ Septic tank/distribution box/soil absorption system r ' Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records, if any), I/A Technology etc. Copy of up to date contract? Other APPROXIMATE AGE of all components, date installed if known and source of information: 1992' -per as built caul . (� ) Sewage odors detected when arriving at the site (yes or no): No (revised 04/25/97) Page 5 of 10 L • G SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION /(continued) Property Address: 241 Little River Road, Cotuit, MA Owner: Steven Gould Date of Inspection: May 8, 1998 BUILDING SEWER: None (Locate on site plan) Depth below grade: Material of construction: cast iron 40 PVC other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK: Yes (locate on site plan) Depth below grade: 24" Material of construction: ✓ concrete _metal Fiberglass _Polyethylene other (explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: 1500 gal. (10'6"X 5'8"X S'8") Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle: 32" Scum thickness: 4" Distance from top of scum to top of outlet tee or baffle: 7" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How dimensions were determined: Measuring stick Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Both tees were in good condition The liquid level was even with the outlet invert. There wwre no signs d leakage Recommend risers be installed to bring the covers within 6"c grade GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (revised 04/25/97) Page 6 of 10 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 241 Little River Road, Cotuit, MA Owner. Steven Gould Date of Inspection: May 8, 1998 TIGHT OR HOLDING TANK: None (Tank must be pumped prior to, or 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 level: Alarm in working order=Yes; _No Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX: Yes (locate on site plan) Depth of liquid level above outlet invert: D" r 4 Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) The box was level and there were no signs d solids or leakage. PUMP CHAMBER: None (locate on site plan) r r Pumps in working order (Yes or No): Alarms in working order (Yes or NO): w Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) I f (revised 04/25/97) Page 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 241 Little River Road, Cotuit, AM Owner. Steven Gould Date of Inspection: May 8, 1998 SOIL ABSORPTION SYSTEM (SAS): Yes (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number: leaching galleries, number: leaching trenches, number, length: 6 Infiltrators -48' leaching fields, number, dimensions: overflow cesspool, number: Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Grass covers the system There were no signs !jfailure CESSPOOLS: None (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 (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 04/25/97) Page 8 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) f ' Property Address: 241 Little River Road, Cotuit, MA . Owner. Steven Gould Date of Inspection: May 8, 1998 SKETCH OF SEWAGE DISPOSAL SYSTEM: { Include ties to at least two permanent references, landmarks or benchmarks. Locate all wells within 100' (Locate where public water supply comes into house). U✓ i3 A a - IT _ - ' • r' lJ • It - - u �5' a 13ox ,l1 q 6" ✓ fir-. 4-0 II0� (revised 04/25/97) Page 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 241 Little River Road, Cotuit, MA Owner. Steve Gould Date of Inspection: May 8, 1998 Depth to Groundwater: -- feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record ✓ Observation of Site (Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of Health Check FEMA Maps Check pumping records ® Check local excavators, installers ✓ Use USGS Data Describe in your own words how you established the High Groundwater Elevation. Must be completed) Hand augered down to 12'below the system, with no rater observed. USGS Cotuit Quadrangle Topographic and Cape Cod Water Table Contour maps are showing 25'to venter. 1� I' (revised 04/25/97) Page 10 of 10 I � d SENDER: c ■Complete items 1 and/or 2 for additional services. I also WISh t0 receive the H ■Complete items 3,4a,and 4b. following services(for an 0 ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 4) permit. y ■Write'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery r ■The Return Receipt will show to whom the article was delivered and the date a delivered. Consult postmaster for fee. 0 a 3.Art le Addressed to: y_ 4a.Article Number d d ; 0 r 4b.Service Type u �` ❑ Registered ® Certified rn Cn : ❑ Express Mail ❑ Insured E N W 9 ❑ Retum Receipt for Merchandise ❑ COD `0 a w 7.Date of Delivery z ." �, p5.Received nt Name) S.Addressee's Address(Only if requested w KO and fee is paid) cc W I— g 6.Sig ure:(Addressee or Agent) o X 0 N PS Form 3811, December 1994 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • Health Department Town of Bamstable P.O.Box 534 Hyannis,Massacbusetts 02601 Fax(508)775-3344 Phone(508) 790-6265 r Z 548 651 -D46 Receipt for Certified Mail No Insurance Coverage Provided "'to not use for International Mail G :AL Er E (See Reverse) V) Sent to CD t Stre o. tv co M. P.O. ZI ode � Postage M E Certified Fee / O U. .Special Delivery Fee a F1es r—[`c �Defgee ('Fie urn;;eceip owu�rrw� y/ to Whom&.Date Return Racei Date,and A- a ddress TOTAL Po &Fees Postmark I STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, I CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). � a 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address I leaving the receipt attached and present the article at a post office service window or hand it to j your rural carrier•11nn�.eg a charge). _ 00��6 ��c. 2. If or�do�rro��Warit,ihlS tipt postmarked,stick the gummed stub to the right of the return pr ' address fTt�ie art�jcle, a.e«et ch and retain the receipt,and mail the article. tt kE, L 3. if your,want areS utn receipt rite the certified mail number and your name and address on a 2 return receipt car =Fo 3 Vt) nd attach it to the front of the article by means of the gummed II ends ifp a permit t g se, fix to back of article.Endorse front of article RETURN RECEIPT REC1 � djaaace31t the number. h f!a+ M 4. It you'TiVanL,dehveFy'restncted to the addressee,or to an authorized agent of the addressee, M endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If t° return receipt is requested,check the applicable blocks in item 1 of Form 3811. d 6. Save this receipt and present it if you make inquiry. tosso3`s3 B 02te I � T Town of Barnstable ` Health Department 367 Main Street, Hyannis, MA 02601 h Office 508-790.6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health February 13, 1996 Janis& Steve Gould 24 Old Shore Road P.O. Box 245 Cotuit, MA 02635 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE II, MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,ARTICLE 51 The property owned by you located at 241 Little River Road, Cotuit was inspected on February 12, 1996 by Christina Kuchinski, R.S. Health Inspector for the Town of Barnstable because of a complaint. The following violations of the Town of Barnstable Rental Ordinance Article 51 and the Sanitary Code U were observed: 410.351: Water was leaking from second floor bathroom toilet tank onto floor and through to ceiling of living room. 410.351: Water was leaking from plumbing of second floor bathroom shower through to ceiling of living room. Water leaked out of ceiling and formed a puddle on living room floor. 410.180: Well water supply to house was full of rust and other particles. It had stained all the plumbing fixtures in the house. 410.501: Window glass of left side crank out window in living room was broken. You are directed to correct the above listed violations within seven (7) days of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, this violation must be corrected regardless of any request for a hearing. r Please.be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and $15.00 for each additional violation. Tickets will be issued daily until the violations are corrected. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health cc: Louis Dunn i FoRM30 HOBBs&WARREN,INC.NOV.1979.1M THE COMMONWEALTH OF MASSACHUSETTS • BOARD OF HEALTH � CITY/T�� W a DEPARTMENT wti sy ADDRESS / Q ) TELEPHON E / Address � K ��)/ CCU Occupant +��f I U P7 lam/ Floor Apartment No: No.of Occupants_ No.of Habitable Rooms No.Sleeping Rooms No.dwelling or rooming units No.Stories Name and address of bw/�e�r� � .��( (��(� �,r WYL✓' �C�/� -Fc�-�- 1) 6'3 - Remarks Reg. Vlo. YARD Out Bld s.: Fences: / Garbage and Rubbish Containers: Drainage f Infestation Rats or other: o _ STRUCTURE EXT. Steps,Stairs, Porches: ,; p jj yk t, (. Dual Egress:and Obst'n.: _! LA 4-�1A, C31,-,. ❑ B ❑ F ❑ M Doors,Windows: "_ 0 Roof tA„ Gutters, Drains: O bI ✓- Walls: V" Foundation: - P-00 A Chimney: BASEMENT Gen.Sanitation: a_f G�Gc. — • (,�� Dampness: � . Stairs: , Lighting: STRUCTURE INT. Hall,Stairway: ,A,J �1 - Obst'n.: d0w �v1 Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑Y ❑ N Equip. Repair TYPE: Stacks,Flues,Vents: PLUMBING: Supply Line: ❑MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels,Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Livina Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: Stacks,Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent.,Plumb.,Sanit'n.: Wash Basin Shower or Tub: Infestation Rats, Mice Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL—BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES OF PERJURY." INSPECTOR �� /�44' TITLE q A.M. DATE � �// to TIME 2 U �'' CP A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety •. The following conditions, when found to exist in residential premises, shall be deemed conditions which may.endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of these items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.000 through 410.499 state minimum requirements of fitness for human habitation, any violation has the potential to fall within this category in any given situation but may not do so in every case and therefore cannot be included in this listing. Failure to include shall in no way be construed as.a determination that other violations may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of the violation(s) pursuant to 410 CMR 410.830 through 410.833 nor shall it affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shut-off and/or failure to restore _helectricity or gas. (D) Failure to supply the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253(A), 410.253(B) and the lighting in common area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure--to provide a toilet and maintain a sewage system in operable condition as required by 105 CMR 410.150(A)(1) and 410.300. (G)_ Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by an object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450 and 410.451. (H) Failure to comply with the security requirements of 105 CMR 4110.480(D). (I) Failure to comply with any provisions of 105 CMR 410.600 through 410.602 'which results in any accumulation of garbage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or - spread of disease. (J) The presence of lead-based paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regualtions for Lead Poisoning Prevention and Control 105 CMR 460.000. (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or dafety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilities as are required by 105 CMR 410.351 and 410.352 so as.to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any of the following conditions which remain uncorrected for a period of five or more days following- the notice to or knowledge of the owner of said condition or conditions: (1) lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either operable. (2) failure to provide a washbasin and a shower or bathtub as required in 105 CMR 410.150(A)(2) and 410.150(A)(3) and any defect which renders them inoperable. (3) any defect in the electrical, plumbing, or heating system which makes such system or any part thereof in violation of generally accepted plumbing heating,, gas-fitting, or electrical wiring standards that do not create an immediate hazard. (r)_ failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (N) Amy other violation of Chapter II not enumerated in 105 CMR 410.750(A) through (M) shall be deemed to be a condition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the board of health. r� t ' Uwa AWX NAM p 161 Town of Barnstable Health Department 367 Main Street, Hyannis MA 02601 office: 508-790-6265 Thomas A. McKean FAX: 508-775-3344 Director of Public He �j 7 +s;. w'. . . Ok NOTICE TO ABATE VIOLATIONS OF 105 CMR 4i0.001 STATE SANITARY CODE II, MINIMUM STANDARDS OF FITNESS FOR HUMAN_ HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE, ARTICLE 51 -011 _ The property ow ed by you located at �V/ �e7 �' ; was inspected on J/,Q/I& by,Oltk 4Y Health Inspector for the Town of Barnstable, because of a complaint. The following violations of the Town of Barnstable Rental Ordinance Article 51 and the Sanitary Code II wer ob e�rved: Otapit Ovi" l�ra4f�f�(•� > � ! ve V�fC/Z ?V /, P Y/0' r wall- w fit . s' nn �ja�/ tov� Fee-- - - - --------- 00 N 1 �® B&4RD OF HEALTH �t74ci�i�"� TOWN OF BARNSTABLE AppfitatioufforlVell QCon!gtruttionPermit RAApplication is hereby made for a permit to Construct ( , Alter ( ), or Repair ( )an individual Well at: 7TL ocation Address f— —Assessors Map and Parcel d 1 4 Ow_n_erAA Address Installer — Driller Address Type of Building S t-� . Dwelling --- -------------------- n Other - T YP e of Building - ------ No. of Persons----------- ------------------------------------------ Type of Well- —- - --- ----_ —- Capacity---------------------------------------------------------------------------- Purpose of Well— �'"`' -�` - ---------- o Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to �-��tplace the well in operation until a Certificate o mplianc as been issued by the Board of Health. Signed- ---------D-------------------------- -------------- - ----------------- date . - dApplication Approved By—)—!—) te Application Disapproved for the following reasons:----------------------------------------------------------------------------------------------------------------- --------------------------------------------------- ------------------------- date Permit No. --- ------------ -- - - - Issued-------------------------------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliaute THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) -------------- -- ------------------ —----- -------- —— — ———— —--------- -------- ----------- Installer at-----------— `��__ _&�t- __ ��''"_ _ c -t—�-------- -- "-`=1------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Bo o He vate Well Protection s Regulation as describ the application for Well Construction Permit No. --- - - --- --- 5Dated------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. I DATE---------------------------------------------------------------------------------- Inspector----------------------------------------------------------------------------------- WOO No -----------y----- - Fee--------- --------- fvJ L' BOARD OF HEALTH a ^ �?1 I, 0 0 TOWN OF BARNSTABLE 4 O pplication,�orVeir �tCon6tructionPermit Application`is hereby^m-�ade for a permti�t to Con/stru`ct ( , Alter ( ), or Repair ( )an individual Well at: n*i \ve. Location - Address ) Assessors Map and Parcel Owner Address -— ------- -\ -- -- ------------------------------------------------------------ ` v Installer - Driller Address ` Type of Building Dwelling - ��� Other - Type of Building —------- _ No. of Persons-------; —--- - ----- Type of Well Capacity------------------------------------------------ Purpose of Well— r,_-f-' r" -- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of BarnstableaBoard of Health Private Well t Prot ection Regulation — The undersigned further agrees not to operation until a Certifica' Qf`C.ompliance has been issued by the Board of Health. 4_41ace,the well'in t .� • � Signed—.; ate - ' 0 a Application Approved-BY- t tv- r-- f � - C date Application Disapproved for the followinlg;r�easons ------=-----------_____________________---_-------_----_______------------- ____—__�___________ *` date Permit No. ----------�—"-=--------------------------------------- Issued----------------------------------------- — - - ---- --- - < . . ---2-=_ .�_w date , BOARD O.F'HEALTH - �- d TOWN OF BARNSTABLE Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (Xr, Altered ( ), or Repaired ( ) -Ak -- Installer --— at---------w r--- —:r- -:-------- --—.---— r _ v - ---- has been installed in accordance with the provisions of the Town of Barnstable Board off Health.Private Well Protection Regulation as described.in the application for Well Construction Permit No. --�r '�ated— -- — THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. _( DATE--- - - - - -- - -- -- - - - Inspector---------------------------------------------------— __--_-_ BOARD OF HEALTH - TOWN OF BARNSTABLE - Vern Conf0tict ion Permit -------fir No. r "'4 Fee---;�--=---------- Permission is hereby granted---= CAA 16- I---------------------------_-_ ----------------------—-------------------------- to Construct O;Alter ( ), or Repair ( ) an Individual Well at: � t Street y as shown on the application for a Well Construction Permit No. ------------- -Dated----------------------— - = - - -='------------—-- - ��� � � � DATE- Board of Hel %��� ��- -- ��� SEP,09 '9? 14:42 OLIVEIRA ENV LABS '046 P31 *** FAX COVER SHE,Z.': ** ** 000404 OOO e44 9e64000000000 a4e 04V 000 OOOaOd 000,.Oa0000oa00e000OOa0004.00o00000040.0000:a-000dOv 0 0 0 0 q o DATE. + ° 0 0 + e COMPANY NAME: 0 o W NUMBER: `77a 0 0 o ° 0 e 0 o ATTENTION: ° + ° o e ° SUBJECT: A ° + o a o � e o o # of pages seat (including cove'r sheet) o - o • o TRANSMISSION BEING SENT BY: OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. o ° OUR FAX # I& A (508),697-0163 + + o + 0 0 � n 0 0 o ADDITIONAL COMMENTS: ° o e e 0 ° o ° • e q o 0 0 • e e o • e ANY QUESTIONS PLEASE CALL: (508)-697-2650 A e 0 •0000000000000000OOOOg000000046 a 0000 O 0 o 04000 o a a 0 a 04 0a a 0 a 0 o0oo o Oo o o a 0 e 40 o 00 O o 0 a 00904 a 00 I •._ I t LABORATORY OFFICE 178 PLYMOUTH STREET 1498 HIGH STREET. BRIDGEWATER,MA 02324 BRIDGEWATER. MA 02324 OLIVEIRA'ENVIRONMENTAI. LABORATORIES, INC. WATER-WASTEWATER-FOOD-DAIRY PRODUCTS. CHEMICAL&BACTERIOLOGICAL ANALYSES TEL (61A)697-2550 FAX (WS)697-0163 September 9, 1992 Mr. Steven Gould P.O. Box 245 Cotuit, MA 02635 Source: Well Water - Bored Well with well point Located on the Gould property - 241 Little River Rd. - Cotuit, MA Analysis Number: 8027 Analysis Date: 9/9/92 Result MCL Detection Analytical Analyte u /1 u /1 ' . Limit u /1 Method Benzene- ND 5.0 0.1 503,1 Carbon Tetrachloride ND 5.0 0.1 502.1 1,1-Dichioroethylene ND 7.0 0.1 502.1 1,2-Dichloroethane ND 5 502. ara-Dichlorobenzene 5.0 0 503.1 Trichlozoeth lene 5.0 0.1 502.1 & 503.1 1,1,1-Trichloroethane ND 200. 0.1 502.1 Vinyl Chloride ND 2.00.1 502.1 Bromobenzene ND 502.1 & ,503.1 Bromodi:chloromethane ND 0.1 50 Bromoform ND 0.5 502.1 Bromomethane ND 0.2 502.1 & 503 Chlorobenzene ND 0.1 502.1 Chlorodibromomethane ND 0.5 502.1 Chloroethane ND . 0.1 502.1 Chloroform ND 0.1 502.1 Chloromethane ND 0.1 502.1 o-Chlorotoluene ND 0.1 502.1 & 503. Chlorotoluene ND 0.1 502.1 & 503.1 Dibromomethane ND 0.1 . 502.1 -Dichlorobenzene ND 0.5 502.1 & 503.1 o-Dichlorobenzene ND 0.5 502.1 & 503.1 rrans-1,2-Dichloroeth lene ND 0.1502.1 is-1 2-Di.chloroeth lene ND 0.1 02.1 Dichloromethane 0.1 502.1 1,1-Dichloroethane ND 0.1 502.1 1,1-Dichloro ro ene ND 0.1 502.1 1 3-Dichloro ra ene ND 0.1 502. 1,2-Dichloro ro ane ND .1 502.1 1,3-Dichloro ro ane 0.1 502.1 2,2-Dichloro ro ane ND 0.1 502. Eth lbenzene ND 0.1 03.1 St rene ND 0.1 03.1 UJ LABORATORY . OFnCE 176 PLYMOUTH STREET 1498 HIGH STREET BRIDGIFWATER,MA 02324 BRIDGEWATER; MA 02324 OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. WATER-WASTEWATER-FOOD-DAIRY PRODUCTS CHEMICAL&BACTERIOLOGICAL ANALYSES TEL (508)097-2650 , FAX (WS)097-0163 . Page 2 Result MCL Detection Analytical Ana lyte ug/1 ug/l Limit ug/l Method. � 1,1,2-Trichloroethane 0.1 1 1,1 2-Tetrachloroethane 0.1 1,1,2,2-Tetrachloroethane ND Tetrachlaroeth lane ND 0.1 50-1 d.l 2 1,2 3--Trichloro ro ane ND � ND 0.1 5,03-1 Toluene ND -Xvlene ND 0.5 503.1 o-Xvlene ND 0.5 903.1 -X lane -ND 0'1 502 1- Bromochloromethane E t lbenzene ND 'lorodifluoromethane ND 0.1 502.1 rotrichloromethane 0`lachlorobutadiene ND 0'1 0.1 Iso ro lbenzene ND -Iso ropyltoluene 0.1 Naphthalene ND 0'5 �n-Propylbenze,ae ND 0.1 501.1 Sec-but lbenzene ND 0.1 Tert-but lbenzene ND 0.1 1 2 3--Trichlorobenzene ND 0.1 901-1 1,2,4-Trichlorobenzene ND 0.1 1 2,4- 'lrimeth lbenzene ND 0.1 1.,3 5-Trimethl enzene ND 0.1 901.1 Ethylene Dibromide (EDB) ND 0.01 504 T,2-Dibromo-3- ND 0.01 504 chloro ro ane (DBCP) MCL Maximum Contaminant Level Notes: ND ;-- None Detected, (Below minimum detectable level MDL) Tested by Tab #MA022 Surrogate Recoveries Compound 2 Recovered QC Limits P2-Bromo-l-chloropropane 101 80-120 Fluorobeuzene 100 $0-120 Sample collected by D.A. Scannell - 9/1./92 at 1:00 P.M. Sample delivered to laboratory by Mr. Steven Gould - 9/1/92 at 4:20 P.M. y JC.r" ✓_17 y-Jz� 14;44 UL1VC1MH CIVV L-Hoo U140 rU4 s LABORATORY OFFICE 176 PLYMOUTH STREET 1498 HIGH STREET BRIDGEWATER,MA 02:324 BRIDG,EWATER,MA 02324 OLIVEIfIA ENVIRONMENTAL LABORATORIES, INC. WATER-WASTEWATER FOOD-DAIRY PRODUCTS CHEMICAL&BACTERIOLOGICAL ANALYSES Telephone(508)697.2650 FAX(500)697-0163 September. 9, 1992 Mr. Steven Gould P.O. Box 345 Cotuit, MA 02635 Source: Well Water - Bored Well with well point Located on the Gould. property - 241 Little River Rd. Cotuit,. MA Coliform Count /100 m1 @ 35 C 0 Membrane Filter S,P.C./ml @ 35 C 50 Color (APC units) 200. Sediment none Turbidity (NTU) 30.0 Odor none Taste ,ne tallic pH 6.60 Specific: Conductance 194 micromhos/cm mg /liter Total Alkalinity (CaCO3) 10.0 Free CO, 4.90 Total Hardness (CACO,) 26.0 L Calciurn (Ca) 4.80 — Magnesium (Mg) 3.42 - Sodium (Na) __ _ 2Z• Potassium (K) 1.42 M Total Iron (Fe) 13.0 Manganese (Mn) 0.40 Silica (Sio') 3.50 Sulfate (SO,) L 1..00 r. Chloride (CI) 41.0 Nitrogen - Ammonia 0.84 Nitrogen- Nitrite 0.014 - — _Nitrogen - Nitrate 0.21 M Y Copper (Cu) L 1666 than greater than Sample collected by D.A. Scannell - 9/l/92 at 1:00 P.M. Sample delivered to laboratory by Mr. steven Gould - 9/1/92 at 4:20 P.M. Bacteriologically, this well water is of a satisfactory sanitary standard and is suitable for drinking and domestic purposes. Chemically, this well water is very .high in iron and;.manganese content. The color, turbidi and taste are affected by the high iron content._ All other chetaicals tested meet the standards. jktl U S • 7G 1-4•'41+ UL.1VC1MH CINV LHOO 104b FIJ:D The Standard Plate Count indicated the general bacterial population of the well at the time, of collection. Coliform Group Bacteria: Significance The coliform group bacteria includes organisms found in the-intestinal tracts of warm blooded animals, birds, decaying organic matter(hay, leaves, wood, etc.), the top 2 to 3 feet of the soil, lakes, ponds, brooks, rivers, drainage and types of vegetation. Because the at can cause some illness; because the presence of coliform organisms in the water suggests that other more harmful organisms may be present, water containing one or more coliform group bacteria per too ml of sample should not be used for drinking ur cooking purposes unless boiled 5 minutes or Ic�'sinf6cted y other means. This bacteria is of animal origin(intestinal tract)and may be considered as closely associated with disease causing organisms,On this factor, none should be present. Color — APC Units - Ground water ought to be practically free from color. For attractive water - color should not exceed 15 units. _jVrb' ' — NT Units- Recommended limit not to exceed 5 units. Odor Et T, Ao For water to be of high quality, the water should be odor free and taste good. pH - The pH value defines the concentration of free hydrogen ions in solution. Expressed on a scale extending from 0 or very acid to 14 or very alkaline with 7.0 being neutral. Specific Conductance — Conductivity is a good criterion for measuring the degree of mineralization and assessing the affect of diverse ions on chemical equilibria. Total Alkalinity — The alkalinity of this water represents its content of carbonates and bicarbonates, Free Carbon Dioxide — Well water having a low pH and a Free CO, level in excess of 50, mg/I will be corrosive to iron, bronze, brass and copper tubing and fittings. Total Hardness — Standard not to exceed 50. mg/l,Waters having a hardness level of 50 to 100 are in the medium hardness range, over 100 very hard. Calcium -- Calcium contributes to the total hardness of water.Appreciable amounts of calcium salts break down on heating and form scale in boilers, pipes and cooking utensils. Magnesium Magnesium is a common constituent of natural water,Magnesium and calcium ions are principal contributors to water hard ness. Concentrations in excess of 125 mg/I can exert a cathartic and diuretic action. Sodium — Recommended limit not to exceed 20 mg/I. Potassium — Potassium concentrations in drinking water seldom exceed 20. mg/l, Total Iron — Standard not to exceed 0.3 mg/l. _Ma_ng2 _n@se — Standard not to exceed 0.05 mg/I.The principal reason for limiting the concentration of manganese is to reduce esthetic and economic problems, $ilica — Silica,content of natural water is most commonly in the 1 to 30 mg/I. Silica in water is undesirable because it forms difficult to remove silica scales. Sulfates — Standard not to exceed 250 mg/l. Chloride — 'Standard not to exceed 250 mg/I. Nitrogen — Ammonia is present in variable concentrations in many surface and ground waters. Its occurrence in ground water is generally 8 result of natural reduction processes, Nitrogen - Nitrite — Nitrite in water poses a health hazard, but fortunately seldom occurs in high concentrations. Waters with a nitrogen - nitrite concentration over 1 mg/I should not be used for infant feeding. Nitrogen - Nitrate — Standard not to exceed 10, mg/l. Nitrate, in high concentrations can and do cause methemoglobinemia or so-called nitrate poisoning in infants. Water with 10 or more mg/I of nitrate is unsatisfactory and is not considered safe for drinking or cook- ing. It is especially dangerous to children and should never be used in infant formulas. Copper — Standard not to exceed 1.0 mg/I, �® TOWN OF BARNSTABLE ���"� r OCATION LcJ Llrj( l�iileV' SEWAGE # VILLAGE o71); ASSESSOR'S MAP & LOT S INSTALLER'S,NAME & PHONE NO. f SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ✓tL l��a%oar (size) Se C runs NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER �✓�!'C BUILDER OR OWNER S-reueo-. ( 0,j1- ,Q, DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No y J r 4 i i �J Y `{G t - Noi, FimB.... THE COMMONWEALTH OF MASSACHUSETTS 793 Ss BOAR® OF. HEALTH r A41 Appliration for Disposal Works Tonstrurttnn ramit Application is hereby made for a Permit to Construct ( V�'or Repair ( ) an Individual Sewage Disposal System at: ......41.177LE..... LV -----�1 Q............ .....�07 2.3..._... -(� Cc®ZUI T) • Location-Address or Lo•No .. � ..._.�,�.®. �--- -------------------•---•--••••-•-•- .3a.... CIA M Pr ..... . 1 T.,M19 Owner Address W Installer Addres s Ga g�. Type of Building �// Size Lot_._.A7-�.1 ....�c�--feet a Dwelling—No. of Bedrooms.......... 7'........................._...Expansion Attic ( ) Garbage Grinder W40 p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................................... J3F4D)eV6 ,A----------------------- --------------•------- ......................... W Design Flow............._/.40.....................gallons per per dy. Total daily flow...................... ..................gallons. WSeptic Tank—Liquid capacity/.gallons Length.l®jt %Vidth-_-6;,.�{. Diameter---�,�.... Depth.•3.��/ x Disposal Trench—No��F41... Width.......7......... Total Length-_<f/e S_.�. Total leaching area_.'2.q®....sq. ft. Seepage Pit No..... -__.. Diameter... Depth below inlet.OiB.3.-... Total leaching area......6.1..sq. ft. Z Other Distribution box (1/r Dosing tank ( ) '-' Percolation Test Results Performed by-_ 1.�_114C_l._..�EnLT 1► � ��2?' 9� � r /9`��� W ��• Date. �B Test Pit No. 1_<_2......minutes per inch Depth of Test Pit.._JA F..___ Depth to ground water.Y_ .dl _....__- Li, Test .Pit No. 2..1 .*.._....minutes per inch Depth of Test Pit...,2td.,___ Depth to ground water. %"..N& _ R+ ................. ----•-----••--.................................................... 0 Description of Soil............ . "fl,).T...s� / �?_..._(.5a._.... QJL._C®_ N � ... x W UNature 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 iITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has :b,4eenitied by the board of health. Signed... c:. �✓ --- J �� Date - Application Approved By--------�!` ✓ � = Date Application Disapproved for the following reasons:.................... ------------------------•••-------•-----------------------............---- ....................•----•-•••••-•-•....--••-•••--••---•---•-.............-•----••....---•-•••-•••--........-•••--•-•--•-••-•••--•--•----•-•-------•----•-------••-------•-----•-----------•-----•-••---- ` Date Permit No..... .. .--���j..-•----••... Issued_------ ` � .. ------•. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TONNN..............OF...... ..01 L-------------•----------------- Appfiration for Uiopooal Workil Tonotrurtion Frrutit Application is hereby made for a Permit to Construct ( �or Repair ( ) an Individual Sewage Disposal System at I T 7 L� ,e� POAQ ,/ '7' 3 2'_6 �COSul 7") ...... .....__....._... ....... .. - . ........ - .......... on Add ...`:. G��/�1 V o�tivr'.- us � �V�����o� frNC�7/�6. �®���_! �!"1 ....---•--------.......................................................................... _ Owner Address W ........ .,.._._._._. Installer Address Type of Building 0 Size Lot.... 1. - __ C__8grfm Dwelling—No. of Bedrooms..___..._`_____________________________Expansion Attic ( ) Garbage Grinder Wo aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P-1 Other fixtures .................................... ......................................I--...------..........•-------------•........__._... W Design Flow.............�_�. .....................gallons per per day. Total daily flow............... _ ............gallons. 04 Septic Tank—Liquid capacityl,5, 10_gallons Length.J.©E-51.Width--- � . Diameter...' �____ Depth...: a� W r qv s ft. x Disposal Trench—No `� ._. Width....... ......... Total Length._. ?��_ ._"s" Total leaching area____....______ q. Seepage Pit No......!!! .___ Diameter... .... Depth below inlet.De.23._... Total leaching area.......6.y..sq. ft. Z Other Distribution box ( t Dosing tank ( ) t L T � 6-2 7— 92 (-,#?7,73 Percolation Test Results Performed by__ _9.C.1 . ... �2Sd___..,..:........:.... Date..._____ ----_:- ,aa Test Pit No. 1.-��,._.2.....minutes per inch Depth of Test Pit---�.3�_�_�--- Depth to ground water_ RL•:.._.__. f? Test Pit No. 2.-f :__._minutes per inch Depth of Test Pit... .. .... e.. Depth to ground water__ ®6L4� D Description of Soil................. dJ 3_T...._ AAL2. .. =��Z�'L ``�. Golf � U ---•--•---•---•---------------•--•-•--••-•---•-----•-----...--•----•---•--•----•--••---•......•--------......---•---•----....-------------------•--•-•--•-•---------........._..................._...... W .....................-.................................................................................................................................................................................. UNature 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 TIT1Z 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed......................................................................................— = Date Application Approved BY = _ ter' LDat e � Date Application Disapproved for the following reasons---------------------------- .. ...._.•-... -••----------------------....----------••-•----....._•••••- -•------•--------------------------------------------------------------------------------------------------••-•---•---------------••------------•---------•_.._..-•------------------- ................. Date Permit No....� .• ... 1.............._.... Issued.--•--- Date THE COMMONWEALTH OF MASSACHUSETTS �.� BOARD OF HEALTH .1.. l.(,a..?U............O F...` ................ Trr#ifiratr of Toutpfittnrle THIS IS T.Q CERTIFY, That the Individual Sewage Disposal System constructed (4)-"'or Repaired ( ) by................... E .!�! _ s.,B/.....� .y�.f22cz 1� ✓---------••--------•-•.........................................•......----------------------•-. / Installer at.h-,�t �. f T'" .t ter/ ---------,.................................... has been installed in accordance with the provisions of TITLY. 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.-_�W_f'.._ _, �?/.... dated__. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT III CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. f DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........OF.... :sue /_7 .-—t................ FEE. �f,. •4fg- Diup000i Worb Tonstrudion Uprutit Permission is hereby granted...... �yx"1'��?�... .........................................•--..................... to Construct (Lj or Repair ( ) an In ividual Sewage Disposal System at No.. ,�.� - ,r .c?.. ..�.... !11,r" ,.�...�,�1 i Street. Z ---- �� �i 1- . '"� _r•'.. ._ - as shown on the application for Disposal Works Construction Permit N .__�.s O!,,.�)Aated---- --••-•--•--••--•-•---•----•---••------•---------------------------------------------•••-•..•----- Board of Health DATE................................................................................ FORM 1255 A. M. SULKIN, BOSTON Ib_0' _ Il'-0" 35'-6 I/2' ISO 20'-S 1/2" O E PIN SLAB TO FOUND. W°3 REBAR W IB"O.G. _ o CELLAR SASH � C V b"CONC.RETE SLAB W HAUNCHED ED6E; � 6X6(IAXIA 6AUGE)AN MESH SET IN - CENTER OF SLAB)ON VAPOR BARRIER ON B"OF COMPACTED CRUSHED STONE Y N ------------------------------------------ � o Y i ' a •4 10. .T.P05T ON \ 1 ( IL.4L I __ ____ _ ___ ___ - 10'DIA.GONG.NBE6 _ co '__ ____ _ __ ___ B Au POCKET' _-_ I B °. TNILAL _-_ ____ CAMP - °CELLAR SASH ) (TYPICAL) --- ----- TY°L� - ;,. s i 777 !_-_ _ -___ _____ _ = --- b W --- 3/2'LALLY COLUMN ,II ,I _ r ______ ____ _____ _- W5IMPSON LCC CAP ® WSIMPSO\'LGO G� r- h r I � U BEAN,POCKET - BEAM POLYET 30°X 50'X 12'FOOTING --" - ----_ (TYPICAL) j (TYPI AL). _- B C IL -- - -oELLA SASM -- o I ____ ' MU WALL BJ ZPL -- FOR MASONRY FLREPLALE p ON 12"THICK FOOTING 1i4 j W Fs REBAR W 1r o.c. ' TT (°scHW4Y) N�j gls I BASEMENT � M--1 q r�' 7 I _ 04 _ I-0 31/V LALLY GOLIUMN of _--_ _____ __-__ -__ _ ____ - ° - W SIMPSON LOG LAP O V - - �N 9/2'LALLY COLUMN '- iYPi .o • - °' ' m m '^ _ W51MP50N LCC GAP 51 X SO'x 12'FCOTIN6 --- ---- ---------- --- g __ _ '.A PCG<_T m I•____ f - __� I („PILAU \% t CELL¢5A H CELLAR SASH TOP OF 5LA9 W ELC-V. 4 RS ; BEAM POCKET- _____BEAM POCKET m 2B'-e 3/8"(28.T07 'Lv ITYPJGAU j� < / \--- o• ° >: AMP ° T - ___ _ ____ FOUND.NALLO POCKET TOP OF FOUVD.W'ALLO Q f'�•a . / BEAM POCKET m El FV.36-29/B(96.20) ICAOC ; _ ____ -____ ______ _______ ELEV.36'-23/B"f36,20') - 10'FOUNDATION WALL y :• •.� I p -- - - - --_ _ -- ON 2a'XI2°CONT.CONCRETE " " -'---f-- ------- ------- ------ ------ / P ! Y'--- --y ; FoonNG w1rH KEr +--.•°.a - - - --- --- 10 CONC HALL A/5TEM WALL T—(2)2X6 PT.SILL W /8 XIB ___m AND 5HELF ON 24•XI2'CONT. ANCFYJR BOLTS 0 2 O L ""'h C J ...9 CONC.FOOT IVG Al n KEY e 12 r GO T ; ___ _______ ____________ ____ ____ ____ _______ _ i MIN(2)EON_T5 PER SIL YP GAL I 7 ILAL - __\__ � Q BILCO'C'W v+ M'� �tt°ILAL 12'E%TENSION .� q ; ; iv ' qn '1 ------------- TOP OF STEM AA-_0 'r' .... , E:.EV.96=T 1/4"(36b7 _ _ _LI_`I_ _ .3 " 1'-0 1//2 6'-T I,, TOP OF SHELF 0 �, o 4:i/2° 10•. ,. V- 4 '- �m� m 'LAST 2x4 KEY IN FORM TOP G IN O 6 BU_KHEAO c u'O3`Pa- I- °IN'LAa TD FOUND. - - ---- - ---- ------ ---' "» TO BE MIN 0=b"ABOVE GRADE p`�- 1 a= u u <m o m — O N D A T O N P L A N -> (SEE R16HT ELEVATION) <m�— —_— n W^3REBARWIB"OG. O o mucctu- nc°nF 5C AL F 1/4' P 1'-O' t0'CONCRETE°ROSRNALL m \ L _____ r__ __ _____ __ 2 m`umgcuz c c-�m�Om 0V 20'XI2 CONO FOOTING IFTG. B ttPIGAL P OF FOUND WALL 0 _ p \ TYPIcq B 6'm=.Qi n r E av` SIDE PORCH ONLY);MAINTAIN B ELEV.36 2 B/B(36.2) gT „ 4 O"MINIMUM FROM GRADE _ TO BOTTOM OF wALL/FOOTIN'6; - MAINTAIN 4'-0"MIN. /�� TOP OF WALL AT GRADE FROM SRADE TO �y BOTTOM OF FGOTIRS �•0 '^ b'b(LAXIA SLAB W HAUNCHES EC6E; - Q U M V, 6X6(1.4 OF GAUGE)Ww,MESH AR IN - + _ `V j CENTER OF SLAB)ON VAPOR BARRIER _ —ON CON' FROST WALL ON B'OF COMPACTED CRUSHED STONE On'C4024'x 12-FOOTING W ^` (RAISE LEVEL OF GRADE 0 PORCH A$ - (2)°4 REBAR AT TOP ONLY ( 0 W C NEEDED) �JA (2)2X6 P.T SILL W 5/B°XIb° (a NCHOR BOLTS 0 52'OC9LUESTONE PAVERS W FLOOR OF 12'FROM 00RNER5 TYPICAL; �PORCH W BRICK RISERS(PITCH �ryEXCAVATED MIN.(2F BOLTS PCR SILA,FLOOR/e'PER 12"AWAT FROM HOUSE) -- ----- W + .• r O FOUNDATION GENERAL NOTE5: ♦ �` ° ,^ V/� -RLL HEIGHT CONCRETE MILLS TO BE IO THICK ON 24%12'LON'IM:O.S CONCRETE e x S x V°•MTc vu• a� - - - -- -_ V/ FOOTING W KEY FROVIDE 2 ROW5 OF°5 N'�\\\ .REAR 0 TOP a BOTTOM OF rNA LL, ((vv `4°5!A9 ON GRAD= C MALL HEIGHT TO BE T-IO° 'Nvn'rve'•IALLwnw °.TT (REFcR TO SEL i IONS FOR WALL HEIGHTS) °' SLOPED APPROX.3-W W.WM.b%6 WI4%wl4 � y �� l:Ytic^4.Bdn'o°ci °/NV'a Axe i0'WARO OVER:EAD DOORS W o CONCRETE FROST NPL!5 i0 BE IO'THICK �'SPs'I'.°rwlP.nslo�u Q _ I 4ULF ON 2a"XI2"(UNLE55 NOTED)GONTWUO15 :x - - CO NC.FOOTING W KEY(HEIGHT OF WALL - : Q ,,BE 9A5ED ON GRADE CONDITIONS 4'-0" yll' MIN.FROM FIN GRADE TO BOTTOM OFF FOOTING) II _ _ O 04 U (2) S,REAR A TOP ON_Y u BAR CROP(T-0-1 FROST TO S Bc F 1;^L - -' 5'_° i -LN BA'MEN SLABS.0 9E a•CONCRETE(30r�I) � o iV POR B R IER O l,r 6' YES-ON 6 V °_e�ry.ps'T ve,- .. VAPOR BARRIER OVER B"V3LDENSIT D&RAVE! ___-.______�__.�� _--_ 1 _ GOMPAG"SJ' TO 95%MA%DRY DENSITY - FOOTIN55 AT FIREPLACE FOUNDATIONS '11 T (- A SA U �_ —_— lob f10.: 12BT S �_TBTo _� ; TPROVIDEE JECT lReeAR.12"CC,EACH KAY'_5: -?—I"'a` Rgre oP n,.L �1. (�j� `. ; II i i _ ____ _____ _ 4A5 NB 2013 � date ' - a•ca::aLr.x... �Q- M scale OTEO SILL TO E(212X65(LDOER SILL P.T)W 5/S'X12' \Q` GALVANIZED STEEL ANCHOR 5OLT5 0 32"O.L. Proonvs AVD 12'FROM CORNE,R5 'V' Z fy �\NO JFIP�' drawn Lw -ANCHOR WL75 SHALL ENGAGE ALL PLATES mac' �vG�9A�$ W - rev. AND BE FA.TENED W 3'X5.KI/4'PLATE AA5HER5; y •( ?, (L) Q THERE 5H4_BE A MIN,OF 2 BOLTS PER SILL; 5 Q• Q Z 24'-O" 8'-0' _ WA°HIER TO 51T ON L4'PER SILL - f- 1�[/ — rev. -GAR-E SLABS TO SE 4' _f , ; 135Go..FV)ON 6'Y€LL-&RADED&RAVEL bb r��`rj �C TO BE SL PE NAPROX 5-DON,SLAB REV i�l_LAL < O BE 5LDPCO APP40%.9'DON,TO m OVERHEAD DOORS O DETAIL OP 9T@1 WALL/9F✓B.P OF ES S1O \'J - T ------------------------------------------------------------- - --- L ISSUED FOR CONSTRUCTION sht I of Ib 59'-b 1/2" .is-O 2O-91121, E 5EKERAI PLAN NOTES c U q'.T'_/a' 12 " ' 1/1 2'-b I/� 1.". W 9T, 2'-b I/B' B'-3" 5'-2 V2' f0 d '.a 5/4 1-Gfn ALL EXT iNALLS TO BE 2X65 W 16" v (UNLESS N?TED OTHERWISE) p OL(JN_E%LS-0 P2X45SE 16 y U '~ n cc E2X6s-wxA9-xce5io t yz 3�m Q -X VOe AND FRENOI DOORS re BE m 9 m 9 H K �v F ry u' 'FELLA ARL'I G-SERIES(REFER 0 � n n i Y - o OILE \S-3365 U O_LVAT ON.. OR 6RI A ER\5) p L 4RO 2-q 314 X SS 9/< �y d. p. IDIN6 F¢L\n_1262 _�. K- -d -K r[____'_ -J _ W' REFER ? /A 10 5 FOR AI'NJOA �= 4 \TInS. % - _ / g- 'S - Rc-E1a-s ABOVE_5.5F_?oR *' ¢0:6-0 X b-10n PA-IO- 5.J9PRLONE R_AD < iN,' EATN( FTY ?eCC C<¢I-.RS -OR,TGBMC.%TO¢RrTCD N o ;p (la•TREAD) _ N u, L_L_1 _ It_I_ 4 A'Ti BD NAIL'F.ALLv 3"4=06-De - 12°IT FIELD y� —— MMMF N•�7 _ DOJ9LE Y\G 9365 ME, '^J..a- �- w _- JP - R.O.2 q 3/4%5-5 3/4 ft0�"2 9 3/4%S��(a I Ha PC rR4NE 6 , BEAMS ABOVE _ - 1- -- DEN OFFICE I - - c Y Ut, a,wlNb eq2 ME \'I\5 A H HATIL A C_9R?:25'./.x25Er. - T (22'X30' 6A IC ,i _- - _ _ _ _____ _ O - - •MIN.flN.Cc\I\'b� I `R_ AERILT D I _ - - .4--r .-L9 Cu J FIZ c iV -" `�A-SOCRY F' CALF a _ U,- _ NSTR. AR,.: .2 0-uw Av_ _ r�FLAE ZI ELOPE D/-- BATrI - �> I ~d FLAT LEILING �-w C III --. = D\- MASTER - G 5TOM TILE 5-R. _. _- L, FAMILY ob 1� u U VP BEDROOM �cTA_s sE Aj6,A -Z TGHcN e. i f IS opA:.GdO® AIQSPAL9O _ Y SEAT, •. _ w IDcS a A� rn �. -------------------------------- LINEN �rITLr'N JESI6N� REF. I1� ,/� .- I P n,0 ry ___ ___ _ ��� BY Oi4P¢5 i i � n ' - O U SHr--EVES � O OI V i p _ A X HALL -- z ° b e+'o m } BAGK HALL �J I OFFIGE Do \5 2 5=- CO Ill' 2-O' 2f/2" 3'-b° 3'-6 t 9' 3'-. 51/2' I,�1/2° A-Fi O\I\5- Sax2-�/4 n 6 I/23'- 2'-6' I la'-6 _ /__ __._la'-I" xi,Y- IO-0 I/2' ^,/{3 V2 a-b_ I RO.:2251�%a-59/4 h{{hhh j 2 q- 5O-a RRW V _- __. n Y � .. V ______ 03, _----------- mu -- - - _ III L - F PEE< -------- TONE baTALL G0 SRICY RIxR W/BARN COR ON-RA K An�6\barsss- 3RILK RISERS bxE R P05T #1 IX RQA. RO 2-5 9/a X 15 3/a _ (I<"TREAD) ,A- X 1'FIN,DIM, �'• - - —BEAT r LNDRY. cc eLE N6-2g53 G Q' a ENT N5,6/b TACK RM - �n x x Wixn win 42n� W�'� J o: ZFI %2R i m 6N51 2 J ry t o L ^I d D. W q'q• T-0" 5'-3' 6'-b' 5'-3" 4'-O" -0° 1'-G" 1'-0° 1'.0" a'-O" .:I/2" b'-II I/2" 5 1/2 {a'6' li A.m E-},\,y 2'53('MP 7 WRNS b_/b RO.2.3/.X 53/a msV maws'"„mn�m+ axa-s3/a - x"w3PPa"»-'-2moo Ib•_�" I'i'-O" 36'-0' '4 12'-E' 6 r - ¢O.2-5 3/ X. cf�o • / cx15N'IN6 51N!C =MF, AA.INS 2 2H - U N NUN.ry 3W%2H y.r q-O X e O LLSTOM 0.'n. OG.Q_, s \-' RO:2-5 514 X 2-5 3/a - c ^, 'N'IX V 6¢OOVE RED VAR I /d'(L 6YP ED p.u' _ 0 W a)'Q eT'ALc Rv n,- SARA6E L`_I_I\5 �/� v' SCR 11, I'.'-2I/2,� e D' a) /�� U L.L � 4>/ M o ---- - -- N N o --- - --- -I j @ LL o �� I. BARN/GARAGE STR6. ++ WJ � q-O X E-0 GLSTOM OHf Jp R j REI\5TTO_01 DL'iG','.DG.^.R �? LL N Ucb V-SROOVE REV LEVAR II' BLDa,TO LOAJA SIZE O - i LREATE NEW JAMS _ 0V N BLAB ON 6R.ADe— RANF MAFR1a � . W nIS�6 X 6 nI a X n'IS TO BE iE'E¢, \�� SLOPED APP¢OX 3 DN _ .._-. _-_I TO 1ARD 0VER4EAD POO,5 A AC (/ o I -- job no.: 12B1 - --------- ----- F 1 R S i F p p R L A N (LIVING AREA.2FI9 5=' SFTj date <sJ\E 2oI9 5 L A L E_-_I/a" 1 -0 ®yJ Q' I - scale : AS\DYED 2-0 LONE,A.P.aON I XN I drawn '\ $ __o X e-c c�s_oMv�_coR I {�! SCR OG 29A$ O 2 w 1.V-e¢oOVE RZD LEDAR m i _ rev. AmI\6-2�__ P o W\TINS 3n x 2H Ro.:2:9/S x 2-s 9/a - rev. 1 rymm ; mN < PROFESS\O --------- — A 2 O ISSUED FOR CONSTRUCTION gnt 2 of Ib. c 1 Eo 8 U Y T 3 N_RA_ A NO_5 —.-- 34'-0 ' N N • --- - A L F%T.NA .13 5 0 BE 2%b'S®I6' R W 5'•5 I/2" 6'"6, O.,(':tiC551OT^D O-iERN'IS_) N U —\ -ALL\T.NA__5 i0 9E 2%L'S 6 Ib' W U 0C('JNLr55 NOTED OTN_RAI5L) L N KA_L5 AITH cpG<L-OX.R5,Tc Laj U -_RI MrE.R TO EL EVATIO\5 FOR m O L ry ry n � n -'NINDO-TO 9E"PELLA'ARLHITELT- p O g q n rAD GRILL PATTERNS) OiO ELEVATION5'OR'A'INDO6 R.O.HEI GHiS ABOVE 5"3R.O0R Y ✓1 R) id -ALL E;(T.M L 5HEAT!'JN6 FASTENED d ED,WAILS SPALED b•AT EDGC< N . _ 12°AT FIELD E p ++ 1 , i � 0 _T b �,.__ __i__ + 1 ---4- -- - '--D6 0 E r Af7' —EDGE OF FLAT! Ii, b, a' SLOPED LLI_I.N'S ; a r/ LRIL:<ET '�l _ ________ _________ ____ _____ _________ _ ______.. 5_OPED LEI INS i i cn BEDROOM 3 I p BEDROOM 2 - V w a� AI,RSPALE C - i. c-lam. CO 1 iry nUREO''A50VI 1CY z (R .TE ROE-FRANCCD . V y� 4 y An cR A IVFE) -3 - U _ ^ <5 ( 1�. It�O bb JO y --_ _ __,._ _.v______.._ _ ______ _ ______ 5OO _ 1 6 _____ ,b_ ,� 'O<5 I .. VES' —AT FL PLLE55 �ELPAu_L UPPER HALL (u , BATH 3 -_ ____.__ ___ ___ _._______---- __F" 're ON"TILE _ ___._. __ _ -____-4_ �T BATH 2 wu=in oP�uNG) e / s ------------------ 1 ' -- ------ - ----- -- ------- --- , i - - { -------- " -- ------ -------- - ----" ----- <CID a=<9a o�3a _ 4° Q•_ n'051 G m_- , I I_—� __ AT TZK L a. ------------------------ ILL � N 0 -, O uj J U 5TORAGE r O U) GNU F Cy U ' //�� �I �� S — --------- -: job no.: I25T 5 C G J ` D c /-� F, 1 Q V F L A (L[VNR AREA-103 5F) �(VP \P date c RUNE 2cla 50A L E. 1/4" 1•-0• z \\-\' SOP P\' scale V drawn �L N e NO rev. A p REG\SC��� �p, 4 rev. ROFESSIONP , lb� A-3 m -------------- ISSUED FOR CONSTRUCTION eht 5 Of 6 8 BRICK CHIMNEY ct 1 —CAPE C CUPOLA BY m CAPE COO OJPOLA w A-b roa SIMILAR) �. FALSE Si BEAM G A A_b RIO.E VENT LAP 5' 2'3' V. n 3-0 x 5-O M m LOFT DOOR CT ROOF u �/ 5NIN6LE9 N E CHAMFERED ZX LAP W/ - - - ALIGN TOP OF SHED ROOF H G LEAD-COATED FLASH.INS y yj - VV BOTTOM OF FRIEZE AoP/i d3011 CROWN U (4NI5/4,N LASING "D A-b 11 g 91YdlAN 5USECONDPLR, W IXsnxbcoaNERBRos `, IUF B N 'WC.SHINGLES p _ - ILA d� N y.IB PLOOa ELEV.=5T-b•15T5'-1 — U o FIRST PLR. - _ TOP OF PRON. - -- L O BY NEW .___ __ --- HORIZON IXb V-GROOVEcc HORIZONN SHUTTERS - RED CEDAR (d2 SIMILAw INUESTONE J Now AT STEPSPAVERS W/BRICK i i (VENEE.w R!5ER5 _ ___ � _____ ____ ___ I � � I � � ----------------------- ________________________________________________________________!________________________________ __________________________________________---------------- __________________ - -------------- -------------- o cyUs FRONT / 50UTHWE5T ELEVATI ON FT - 5C.ALE. 114" = I'-O" 0. � DECORATIVE D%GAP- A--t zU .N\\�\ 2 ATW son CRDAN— 1 CUSTOM OUPOLAt J � _ c E o BRICK CHIMNEY - CAPE COD wPO RE - >-" 5 a T4' - (OR 51MILAw /.Z Np\' IN HEAD LA51NG o.c9 n RIDGE VENT LAP � ROFESSO:) ARCHITECTURAL A - m` A5PHAL9 ROOF A-b u3`e is _ 194EA. SLE =a O TRIM DETAIL AT FRONT WINDOWS / . 5CALE.11/2".v I'-0" W N D o� N - GENERAL ELEVATION NOTES N (n C - I ROOFING: - 'LANDMARK ULTIMATE LL O A-B Sb GIMILAR I SRINS CERTTAIINNTEED LES BY •� 5J9 TLOOR 51DING: AH TE CEDAR SHINGLES _ W/1X44X5 CORNERBOARDS •N� �N/1 �LON�PLR. ---3 bd WINDOW GASIN6. INS 2C SILL A HIBM LASING y/_ 4-2 Q �� L�♦ IX RIM®PAGE/W RED CEDAR S DES OF BA }+ W I '( / - INS V6ROOVE DOOR LASING: INS JAMB/i1EAD LASING 5 DES 51LL CONT, W FASCIA AJ IN5AXb CORNERBROS -_- MAIN EAVE(TYPJ: PERT 6'T N VENT I - r W - C H.X COCKS BARN-STYLE IN 50fggFIT C V NT.I'WIDE O -- O.H.DOORS A- IT :ATIN-Y O W.L.SHINS,E5 _ G ON%BLOCKING BED MOLDING ON Ix FRIEZE /� Y �V N D•O'CONCRETE MAIN RAKE?cPJRNS: IN8 RAKE BOARD ON APRON ON IN BLOCKL`IE; IaETTETC. R TO DETAt �o FIRST F_R REURNS i0 BE BULT-OUT LJ job no.: 1257 DORMER EAVE XB/1X3 FASCIA(ANbLED1 dBte 4_UfNE 301E IX'#FIT W/LONT.1'WIDE GOIR LVENT,V AN�TWBaY„A96 AS NOTED Cale • OND MOLDING ON Ix FRIEZE bxb P.T.POST Nix YRAP _ ` INBLOCKING drawn ILI (7 X T'FIN.DIM) . DORMER RAKE/RE 1XS1IX3 RAKE BOARD TBV. - ON I%BLOCKING. ' BLUESTONE PAVERS rFRIE E RETURN NOT - AT STEPE K/BRICK _ ______ ---_ _________ _________ ________ _________ _________ __ _ ON BB OCKIN61 IVENEEw RISERS ___ _________ _ _______ __..____ _ _________ ______________i ._______ _________ _ ______ SPUTTERS: RAISED PANEL SHUTTERS By -_- -- - - --- ----- -- ---------- .. - NEW HowzoN sHvrreRs A-4 - --` - ---- -- --- - -- -- -------- ` --- --'- - -- ------' - ---- --- _ � "ALL EXTERIOR RIM TO BE PJC ' o L E F T / N O R T H W E S T E L E V A T I O N SCALE. 1/4" = 1'-0" - ISSUED FOR CONSTRUCTION ant 4 Of I6 a E g $ `+ N W N F o � F L V1 • _ .BRICK CHIMNEY CUSTOM OUPOL A A G -A CAFE COD CUPOLA (OR SIMILAR) A-(O RIDGE VENT LAP • f ARCHITECTURAL— M O N ASPHALT ROOF E I B SHINGLE9 — y $ y —CRICKET 12 IXG V-6WOVE G A'0 • 5 V �T� •� RED CEDAR ►rl -/ OUSECONDRFLR, BALUSTER5,0 POSTS — _ x Mr-• (57.5'), SUB FLOORR l %TRIM3FALE/ KC.S'HINGLES� IX4 VERTICAL InSIDES OF BAY NV 5 DE5 SI.'.L IX5/IX6 CORNERBROS DECKING AT SIDES A�0 IXIO SKIRT� X9 ON IN. CORNERS BAY Imm , I , BLUESTONE PAVERS AT STEPS W/BRICK -- J (VENEER)RISERS R E A R / NORTHEAST ELEVATION H SCALE: I/4" = 1'-O' A F AS H P�OC GS�TN _-n�aQspceaQ9 I wsioM wvow BY a° a• z \\-\' Oe \, ��`� _ �s 9 1. CAPE CODCUPOLA (00.SIMILAR) _ BRICK CHIMNEY RJG 9pgg •3=;3�0 6g Pa RIDGE vENT CAP u`p2° ='cTm REG1S � °�° —aom — ass, EaaA= —ARCHITECTURAL. OFES S10 54IN51-ES ROOF - A l Ae AA-b CC.) N m ALIGN TOF}� SHE D ED ROOF (n C- ?V BOTTOM OF FRIEZE o Q 12 — LL C — - - Ixe v-sROOVE cD 0 ^>' RED CEDAR �11 W D 5 N N W A-B L N L 5J8 FLOOR �� aT uj -- — \ X TRIM•FACE/ SIDES OF BAY/ Q W CUSTOM RAILINGS, CONT.SILL O BALUSTERS TS,4 POSTS _ INC.SHINGLES N p IInDECKING— —p- - ON F.i.FRAME / IXS/IXb CORNERBR05 .1.. job no.: 1.23'I t' t� ELEV.=3T'-6=(3'f.s9 SUB FLOOR d8(B �- ®FIRST FLU 4 JUNC-2013 IELEV.(36'1 3/ (Bfi.D9 I —OP OF FNDN. f 9CdI8 AS NOTED' drawn FBV. 0 - IX4 VERTICAL in rev. DETAIL AT CHIMNEY DCKING AT 51DE5 OF DECK N 1/4'MIN. ._L________________________________L___________________________________a_ AIRSPACE;I*ON T_ O SCALE 11/3'-1'-0' _ _________________________________• - i _ ___ ____ __________ _______� __ _________ __ -____ �__� IXIO SKIRT . __ ___ __ _ _____ -_ ___ __ _____ __ ______ _ q_5 m RIGHT / SOUTHWEST ELEVAT1 ON - - --- SCALE. 1/4" = 1'-O'• a______________F__________________,_____________________________________________ ______ a ISSUED FOR CONSTRUCTION Bht 5 Of I& E S $ IZ'_6• 12'-b' in mod•, ui v p fO RIDGE VENT LAP F OVER 2XI2 RIDGE BOARD IS BRICK OHIMNEY SUFFORTED ST BY GONG.SHELF/5LA5 ABOVE DOWNIpITO F&NLDATIOAM(GOYRBEL 'LANDMARK"ULTIMATE- A5 NEEDED AT EACH FLOOR- Cu TL ROOF 5HI N6LE5 6' 5HOWN W/DA5HED I INE51 V CERTAINfEED C m` ) 5/8"COX PLYWOOD - 12 12 ll 2XI0'S o 16"O.L. 4./- t L A6 RIDGE VENT LAP OVER(2)14'LVL RIDGE VENT GAPS - - RID6E BOARp OVER(U II BOARD LVL ST (5TWKNRAU RIWE BOARD /�. TOP OF PLATE. - d 'LANDMARK'ULTIMATE DORMER ON"U(3 STR`4P°IAYa S w g ft-3C F.G.INS'JLATIOM, TL ROOF EHIN6LE5 B. ¢5 "'ANAINFTE ULTIMATE 9 BZ;T}•Y 2 BEDROOM oo CER ROOF FED TL ROOF SHINGLES BY - 5/W lAx PLY'N000 LERTAINFEED 52XIO'S o 16,O.L. 5/B'LDX PLYWOOD 2XI0'5 o 16'O.L. 12L - 12� O.G.(TO SUPPORT Cy:JOISTS)'• FLOOR J015 S V 5 B/"Tay 4 PLYWOOD SIMI V,R S 0 R-50 O.L. Fb,INSULATION 2%B CL6. 10 /15i5 / 510 FLOOR 6"O.L W 8-10 ' NAIL9 o EACH EN TOP OF PLATE _ TOP OF PLATE 0 FIRST FLOOR I O FIRST FLOOR I/p QQ\TOP OF RATE _ _ I/2"GYP BOARD . III II 1 p \ I/2'GYP BOAaO 13 pry 9 STR�PAPPING o Mo MSTR.BEORM, ]XIO E GTi�F.R9 INS Ig / ON IKi STRAPPING gT e WIO%22 STEEL BEAM IX IT1 R-30 F.G.1§ LAr ON---I IB 2XIO CL6.J015T5 At NAILER BOLTED TO MASTER S ST R-90 Fb.IN5JLATION TOP PLANGE (B)II T/6'LVL BEAM BEDROOM 4 g BATH - - u o p BATH o q TAMS ABOVE F _ WL.SHINGLES b WL.SHINGLES FAMILY 1/7'LD%PLYW007 Zzb'S o I6"0 C. I/3'GD%PLYWOOD ' ` 1 SHI N5LE5- 9 R-19 Fb.INSULATION 2XV5 a Ib'O.C. e_ I/2'WY PLYWc AJ - II T/8-FLOOR JOISTS R•14 F.S.INSULATION' u �+ 3/ TeG PLYWOOD II l/B'FLOOR JOISTS T/8'FLOOR JOISTS ^ I , 2X6'S o 16'O.L 5/4•Teb PLYWOOD /4'•Tt6 PLYVJ'OD v y.•� R-19 F6.IN51L{'ION O 50 O.G. o Ib'OG. - O.G. u R-30 F.G.IN51!Ai ION R-30 F G.INSULATION 30 F G.INSULATION ELEV,a 3T'-6°f3'1.57 gqA�\\'.LB FLOOR ELEV=3T'd'(3rS'f_ SIIB FLOOR Ems.=3l_-0-0'(3T57 SUB FLOO.E _ �o�IRST FLR. 6 FIRST FLR. - a FIRST FLR. O N ELEV.=56'-2 3/15'f96.2') TOP OF FNDN.,-y_ ELEV.•36_2 3/0'(36.2') TOP OF FNDN. - ELEV.=Bb_2 3/B"(96.2') TOP OF (3)II T/B"LVL BEAM(2 ZX6 SILL('_WER �2I)LL]Xb SILL(LOWER 51 5/8%B�S AH�HOR 91++L2K�SIE p(Lqq++++ER - ON 34D%I74%I�LONG LUMN W/5/BQXB�'AtVLHOR L Ts®32"tic BASEMENT BASEMENT WT5/�x�i Ai�EHOR FOOTNG BASEMENT (3)F In°BEaM' e0!rs 032 oc. TYPICAL - BOLT5 0 52'O.L. i BASEMENT 5-AB5 TO BE 4" _� BASEMENT SLABS TO BE 4' (TYPICAL) (TYPICAL LONL.O r CONCRETE(5000 P51)ON CONCRETE(EOOO P50 ON BASEMENT SLABS TO O 4" CONCRETE(3000 P51 ON 10,KEY UNOATIO 4'R161D INSJLATION ON - 4'RIGID INSULATION ON _ D INSA.ATI�OR E N e CO ��F X 12" 6 MIL.VAPOR BARRIER OVER 8"HELL L. 6RAADBD RAVEL ER �" 10•LONG°OJND4TI N 6'WELL-GRADED GRAVEL - T ti MNELL4RADED GRAVEL OVER _ DOTING PS%MAXWALL OH 24'%12"O COMPACTED TO 45%MAX. COMPACTED S TO 95%MA%, - � �' DRY DENSITY '.; DRYPDENSITYTO IVOl4LW µ.4CUNDN 10 RY DENSIIT �N�TE FOOTINS ' ELEV.=28L4 S/B'(2DA'j tOP OF FOOTING .. .'. .. '.. ELEV=28'-4 9/5'(25AI VOP OP FT6. W/KEY FOOTING, ELEV-28'-4 3/6'(2B4,)o(1_TOP 0_POOTING K N ,-1 Lij -E ONGRETE �' -l Ila' SECTION �A1 5.ECT1 ON SECTION 5 0 A L E 1 4".- I'-O" 5 C A L E I/4 = 1'-O - , 5 G A L E I/4 -O M CyU Q� 0 SFTN vto-b= o. \P� �' - s vG p8a W -3�g3m865�<��.eP RIDGE VENT CAP J 5 NO' Q = -�? . - OVER(I)II LVL n a- . ROSE BOARDRv 5 •`!`-C6 REG\`� — .RIDGE VENT CAP i !�� 1 OFESSI d A° 'as "=A d a RIDGE 2%12RGN 1'#V(\ "ta - - RIDGE BOARD 1 "LANDMARK"ULTIMATE - LANDMARK-ULTIMATE TL ROOF SHINSLE5 BY I^ TL ROOF SHINGLES BY CERTAINTEED U N CERTAINTEED 5/0 COX PLYWOOD 12 5/6"CD%,'LYWOOD 12 - 2XI0'9 o Ib'O.G. A, 2XIO15 A 161, OO.C. II� Al N V/ '^ A�— L. C ,� 2xe RAFTERS � L.� O 2 OF > fC N OF PLATE i0FI FIRST-- `C AlT A/ - Vro EATING FLOOR ON GYP.BOARD N / ON IXi STRAPPING ON GYP.BOARD (3)4 112'LVL BEAM R-0 F6.JOISTS A L C C . O _ R-BO Fb.Ii�J1LATION - -- (2 5 I/2'LN1 BM.— ON I%9 STRAP INS , FLUSH) 2X10 LLG.NSU A (D C gT IL�JIIILf��I � R-30 F.G.INSULATION / \V 2 f'Ir1 EATING (ELUSN)6'LVL BEAM 2%4 CL6.JOISTS Q ^ 4 4 LLLIIIIIIWWWWII �'LVI>"PLrwooD 4 C EATING i KITCHEN o c W 2X65 a 16-CO. - m ! W - R-19 F.6.IN5JLATTON •'" 1 r O DOUBLE JOISTS II T/B'�r100R JOISTS / 11 T/W FLOOR JOISTS BELOW 15LAND O 3/4'Tt6 PLYWOOD 3/4 TeG RYWOOD 6 b"O.G. a 6'0 G, R-50 F.G.INSJLATION R-50 F.B.INS.IATION ELEV.=3�'-0'(3T5_1 SUB BOOR ELEV.=3T=6'(3757 SUB FLOOR --- _ IN m FFIRST FLR. � o FIRST FLR, ELEV.=Sb'-2 S/B'(36.2')®TOP OF FNDN. - ELEV.=96_Z B/6'(38.2'1. TOp OF FNDN _ V-- H� 71job no.: 125, BASEMENT SLABS TO BE 4' ( OXb SILL(L WER (2)4 i/2°!VL BEAM W,NCRD I(3b00 F51)ON (21 2X6 SILL(LQ'NER date a JU,VE 201B I TO BE P'T]p BASEMENT 4"R16V IPOR BARR EON R SILL i0 BE P.i /e"x1Y AN'LHOR BASEMENT b MIL.VAPOR BARRIER OVER W/5/8'%12'AN HOR gOLTS o 32'0C, 6"WELL-GRADED GRAVEL BOL15®32"O.G. scale AS NOTED (ttPICAU -�, - -, COMPAG i ED TO 95%MAX. (TYPIGAU - BASEMENT SLABS TO BE 4' '- WNCRETE(3000 P91)ON - DRY DENSITY; dfeWrl 10'GONG.FOUNDATION 4"RIGID INiLATION ON 10'WNG.FOUI:DATION' JLW WALL ON 24'%12' 6 MIL.VAPOR BARRIER OVER 3 1/2 DIAL 5TF#L LOL UMN WALL ON 24"X I2° CONCRETE FOOTING 6"WELL-GRADED GRAVEL rev. W/KEY WMPAGIEO TO 95%MAX. ON 24%2<XI2 WNC. CONCRETE FOOTING, .FOOTING W/KEY oRr nE+51ir ELEV.=28'-4 3/B'(28.4,)�TOP OF FOOT ' . ELEV, -4 9/b2 _ feV(841 op_F FO s m S E C T I O N 5 E G T I O N E -6 SCALE 1 4/ a ISSUED FOR CONSTRUCTION ant fD Of I6 E � li "LANDMARK"ULTIMATE TL ROOF SHINGLES ON _ .0 13 LB.FELT ON B/b'CDX (Q T PLYAD.51 - 0 RIDGE VENT LAP N 2 U 2%B RAFTER m OVER LVL _ m I6'OC. RIDGE N —PROVIDE ICE AND WATER - - 'LANDMARK'ULTIMATE L TL ROOF 5HIML55 BY SHIELD AT ALL ROOF EDGES CERTAINTEED C CC AND VALLEYS 5/6"LDX PLYWOOD �, 2x1015 a G.O.G. w L 2g C L « v cc 0 ul ST — E p[ yy ALUM.DRIP EDGE O 4 y dT 1X5AXB FASCIA 5/6•F.L.6TP,BOARD - U Rl o TACK ROOM HALL LT-OJT y +' ® T BII RETURN �O V p5 - Ix SOFFIT W/P NICE 5 BONT.T.PR-AER.P VENT(BLACK) Q BY VENT" T ATW i303B BED ON TOP OF PLATE C R 5/4' m BACK HALL — IX FRIEZE ON BLOCKING AA,,TOP OF PLATE TALK ROOM — _- - OGYP.BOARD 9 N I%3 STRAPPING II II. z-T .. f'E w 2%10 LL.JOISTS I R-90 Fb.INSULATION 111 IIIIII III BACK HALL O TACK RM. P 3 EAVE DETAIL AT BAY m "`5H1N6 H Qi n Lox PLE" 2X6'S a IIN 5GALE:I I/2' i'-0" R-19 F 6,INSULATION —II 1/B"FLOOR JOIST5 —1X4 IPE DECKING ^ r 1 9/4'„iaG PLYWOOD ON P.T.FRAMING m Ib O.L. ELEV.-37_b"f13.5') SUB FLOOR R-30 F6.INSULATION - 510 FLCOftI N 719 a FIRST FLR. O Q� 'LANDMARK'LL ES ON ELEV.=96-II-(36 R) m TALK RM 9 15 ROOF T ON 5E5 ON IS LB.FELT ON ING LDX yr PLYwD SHEATHING ELEV.=36-2 9/B'(362') TOP OF FNDN. (I L�BL P T4VEft L 2XIO RAFTER - - YV 5/04%12�ANCHOR _ U 16"O.G. BOLTS m 2"O.G. 12 - (TYPICAL PROVIDE ICE AND NATER BASEMENT l - (2)II 7/B"LVL BM.(fLUS!>) b i Cu SHIELD AT ALL ROOF EDGES 7 BASEMENT SLA95 TO BE AND VALLEYS - CONCRETE r3COD P51 ON 10°LONG.FOUNDATION / RIGID INSULATION ON NALL ON 24'%12' b MIL VAPOR BARRIER OVER CONCRETE FOOTING b ICLL-GRADED GRAVEL - N/KEY • LOM.PALTED TO""'MAX. DRY DENSITY ` E!EV.=28'-4 3/B"(204')&1CP OF FOOTING ♦ ALUM DRIP EDGE �I IX3/IX6 FASCIA - 5 E G T 1 O N BUILT-OJT RETURN A CHUS IX 50PFIT W I'WIDE t9 F CONT.FEWVENT(BLACK) lli T BY"GDR-A-R-A-VENT' �p , n\' .APO 703E BED ON %BLOCKI - Z ��\•\'\r',>O� P�IX FRIEZE ON A C• , . NG RI06E VENT GAP OVER(1)I4'LVL IX HEAD CASING - RIDGE BOARD 5-T (4 In'EXP)Ise T=aro o e.E "LANDMARK"ULTIMATE— �i v 7L ROOF SHINGLES BY �Oj� �Va . 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ELEV_35-1 3/d'rS56') TOP OF OF SLAB K TOP CK Tr F� g 1<7 (2)2X6 SILL(LOVER g b BASEMENT VULS/B X182E AfTIG1 LEVEL SAS m STRG. BRGK VENEER—� RYP GAL1 2'OC. RAMP(MAi'L.TO BE DET.) job r10.: 125, Q 10"CONIC.FR05T MALL WALL ON 24'X 12' 10"CONCEY RETE PROST—� m BASEMENT SLABS TO BE 4' _ `Cc�GRETE FOOTING dB�B 4 J'JNE 2013 WALL ON 24•X 12• CONCRETE(9000 P50ON _ CONCRETE POOTIN6 £ 4'R5U 145!LATION ON BCeIB A5 NOTED ,N. - 5'-4' 6 MIL.VAPOR BARRIER OVER 10'LONG.fq,•NDATION - - ClraWrl: JLW 6'WELL-GRADED GRAVEL W'.i1 ON 24'x 12' COMPACTED TO 95:b MAX, CONCRETE FOOTING 61 CONCRETE - DRY DENSItt Nl KEY SLAB ON 6"LRUSH_D ELEV.•20'-4 3/B"R.4') TOP OF FOOTING STONE BASE - .'. ... ... . .. . .— rev, rev. SEGTI ON �� 5EGT1 ON H� S 5 G A L E: 1/4" 1 -O' 5 G A L E: 1/4" A-7 m ISSUED FOR CONSTRUCTION snt -r Of 16 E E g $ o"LAROR I ULTIMATE cc N TL ROOF 5HIN6LE5 ON < p fC 4- 15 LB FELT ON 5/B"COX "LANDMARK"ULTIMATE _ ,yj U n ROOF SHIh'6LE5 ON PLYWD.SHEATHING N O 5 LB.FELT ON 5/5'COX P - PLYWD.—ATHING 2XIO RAFTE.G •16,O.L. BXIO RAFTERS 6'0 L. _G Y!PROVIDE ILL AND WATER PROVIDE ICE AND WATER IX9AX5 RAKE - SHIS_D AT ALL ROOF EDGES SHIELD AT ALL ROOF E06E5 OB 2X BLOCKII AND VALLEYS t AND VALLEYS 4 (WILTgUT) ATW 03036 BED ON ATW BED IX3/IX0 RAKE I I%5 L M O X SUE-RAKE ON B." ON ON IX%BLOCKING 9 OCKINE ON BLOCKING IT,BLOCKING - AL.5'..INSLE5 - ALUM.DRIP EDGE S LDX PLYWOOD N.L,SHIN6LE5 12 N 2%65 a 16' C. II LOX FL L LEAD COATED COPPER 2X6'S o 16' L. 9. IN6 ON PLYWOOD 4 r/- 05AX6 RAKE 12 SHELF(OR SIM) O }, ON,2%BLOCKING (BUILT-girl - - - 0 ALUM DRIP EDGE 11 LEAD COATED COPPER IXB/X%B FASCIA RETURN �O V FLASHILYWOOD ON 2X 9LOLKIN6 _ SHELF% LEAD COATED COPPER FL INS ON PLYWOOD NG ON P SHELF(R SIM) IXS/IXB FASCIA _ C . 1 I%SOFFIT W/I-WIDE BONT PERFR-A-VIENT(BLACK) n r 1X3/IXB FASCJON RETURN ST'LOR-A-VEND' v ►T, (GUILT-CUT W/ ATW-5056 BED ON IX3AX8 FASCIA IX FRIEZE ON IX BLOCKING _ IX SOFFIT W/I-AIDE - cu LONT.PERF.VENT(BLACKI B V2' S —'— -- - B, R, IXS/IX6 CORNERSOARpS 11 BY"CDR-A-VENT° -- AT W 05055 BE ~IX FRIEZE ON ATW J036 BET ON IX BLOCKINGX FRIEZE N5oEAVE/RAKE DETAIL AT DORMERX BLOOKM6WL.SHINGLES I/2"•I'-O'n.6MX LY I/2"LD%PLYW V J 1/2'5DX PLYWOOD 2%65 o I6"00. _ U 2X6'5 o Ib"O L. I%5 HEAD LASING(4 1/2"EXP) IX4/IXS LORNERBOARDS T{� :p 4 V2' DECORATIVE GAP !D*O O TY C PICAL EAVE, RAKE, 4 PA5CIA RETURN DETAILS HAMILw1 AT I� 5 SLALE�1 I/2'•1'-0" CHAMFERED AT TOP - ---5/4°CON T.SCOTIA . ON s/4'51.55IIAIL I 1 4X4 P.T.POST(LONTINWJ" "LANDMARK"L TIMATE TO GONG.TUBE VV IX WRAP / TL ROOF SHINSLE5 ON - 15 L5.FELT ON 5/6'CDX 12 PLYWD.5HEATHIN6 / 4� ^X2 BALUSTERS W/4'MAX.SPACE aX16'RAFTER I6 RAFOL, BETWEEN IX4 DELKIN6 _- / PROVID E ICE AND VIATER § ON P.T.T.2X65®Ib'O.C. SHIELD AT ALL ROOF EDGES / AND 'VALLEYS mobs m qC c ^5455 SASE ML06. ABOVE ft WRAP TL ROOF 54IN5LE5 ON 13. -�^^3`e - _c, IS 9.fE!T ON 5/B'ULTIMATE 2X4 LOWER RAIL Al rm_�r mw I/2°LOWRV IL TOP un` PLYAD.SHEATHING 11 / ____SUB FLOOR._ ALUM.DRIP EDGE I --��a`s 2%10 RAFTERS 6MAIN HO'JS " - H �mmoo¢ w o16'D.L. y - 2, _ -E�m _m P.OVIOE ICE AND WATER I%b EDGE AND CENTER oT a`d=�i A:�o a SHIE!D AT ALL ROOF ED6E5 - IX5AX6 FASCIA BEADBOARD ON 2X6 m I .AND VA!LBY5 CL6.J015T5 a 16'0 C, - IX SOFFIT W/T WIDE 1 IX3/I%6 mm CANT.PERF.VEIJT(BLALKI BY'C R-A-VENT' ATW•503b BED 0 (n ON IN FRIEZE N ATW^3038 BED ON IX BLOCKING (3)2%B P.T.BEAM(ANT. V I%FRIEZE ON 1 — 2X8 ATTP.CHED TO OUTSIDE 0 /T/�I�� IX MIFZEELOCK 0. T BN' FACE OF 4X4 POSTS) O y/ €x N (B)2X6 BEAM L Al 6X6 POST ON I - ^^,, TO FOUND.WALL 49 14'FROM OF COL. F e P.T.2XB_EWER W AUAM,DRIP EDGE - TO STIR WALL•NOIhE W 6" .0. L EREP ca 6� N_ L'1 TOP d" IA. A6 M 6BOLT � '� IXS/IXB FASL IA ^, IXSOFFIT W/I'WIDE 6%6 P.T.POST— ` 1X41PE DELKIN6 a SKIRT CO cc / W/1/4'AIRSPACE BETWEEN (D L Q ONT.PERT,VENT(BLACK) W/IX WRAm W BY"LOR-h-VENT" (T'X T'FIN,DIM) 9LVESTONE PAVERS ON - - - b"HAUNC, P SLAB ON 2X4 P.T.BLOLKIN6/NAIL[R �d B"CRUSHED STONE W AT 65086 BED ON _ 9�4 IXB TA 0 B BASE SIMPSON AW44 SUB FLOOR O - GRACE IX FRIEZE ON W/A1W a 9pgq OANp - P BASE %BLOCKING 112"MIN.MORTAQ THICKNESS. TALK ROOM O Y — u Q_NV - u 10"DIA.GONG.TUBE " W L.SHINGLES'— nA C US MIN.4-0 BELOW GRADE ]%b'S s IbLYC C. �i BRICK VENEER ON— ' ` `-TJS job n0.: 1257 ¢4 fROSTNALL - 4 1 ,( �P �P, Ll� date q JUNE 2015 a• gopo�oo�eCb�Qc}�oCb� `( 0 3�� S\-\0JQP� scale As,noTEv o �Qa�tlS� 2icoJ�o8� o�a8� �vC'20Qa$ drawn: JLw 0'LONG.FR05TNALL �a � S �� FOON OTINS O Vl OKEi- DREG\5 •� rev. PROFESS\SNP i S SAVE L ETAIL AT MAIN HOUSE 8 DETAIL AT PORCH q DETAIL AT GRILLING DECK A-8 O O SCALE.11/2'.V-0" O 56ALL.1 1/2'=I.-0' O SCALE.1 1/2"=I'-O" ISSUED FOR CONSTRUCTION ant 8 Of Ib E E g $ 8 u d G is •U •Qi � O IO v y" IS f0 a> ` w (3)5 REBAR 0 BOTTOM N W —H E I— y— —t - c H, RE ®TOP!Bc-I!T DOWN I . 7 REAR OF CMU LHI Y LOW) 44' 9• h C TO NGM�BTB.?IN OFF JLME %U � —L •_—_I �o U — 11— 22•X48"CMJ CHIMNEY -I (SELow SLAB) y® � 51"X40"XI2'REINFORCED - _ :: ^ , CONCRETE 5LAB CLAY FLUE LINER(5EYOND) - - r ' V, y — ——— — -- < - - CLAY FLUE LINER v W N f. a4 REBAR o 8"D.C. — •' a TOP t BOTTOM(EACH WAY) H � BELOA'CM)CHIMNEY BASE saOW BRICK CHIMNEY fABovFJ � H I _ _ C) 5 REBAR®7oP NT DOWN —r �— -� I 1 ^4 HOOKED REBAR®EACH V J ((�31 �E EARNER OF CM)CHIMNEY DONN TO FRONT OF CMl CHIMNEY BELOW) �' �' -' TO`AAB BELOW(B"HOCK) REBAR o TOP((EBENNT DAWN - TO REAR OF CMU LHIMEY BELOW) - (3)1 REBAR.BOTTOM 51•X45'XI2•REINFORCED -- - SO PLAN OF SLAB (p ATTIC ANLRE SLAB 1r �• (5)a5 REBAR a TOP(BENT DOKN TO REAR OF CMJ CHIMNEY BELOW) . (S)45 REBAR®TOP(BENT 0 E TO FRONT OF CMU CHIMNEY BELOYU B• a B' • ®4 REBAR O - TOP!BOTTOM(EACH WAY)) 4 A -(5)n5 REBAR®BOTTOM REINFORCED CONCRETE SLAB(SELOW) 6 0.. ka s Eli _ p C 2A0 CEILIN&ATTIC JOISTS r mt't ry o o w Soa w' . AND STUD%1ALL5 gd - 22'X43 CMU CHIMNEY m 5ECOND FLOOR O U 1 W (All,ATV/ / cc (5)^5 REBAR AT BOTH EN95 OF FLUE(B TOTAL) - "'� LONTINXJUS DO%JI TO FGUNDATION; ,^N ,^to aV ' � CMl CORES FILLED WITH CONCRETE AV''LL vI W W L Cu NU 12 SECTION o CHIMNEY A q U ^4 HOOKED REBAR I EACH nn job no.: 1aBi TORLA B OIS CHIMNEY OO'AN t0 SLAB BELOii(B'HOOK) OF 4'C 3• z \\•\-\P�Q date a.lu 2015 CMU/BRICK CHIMNEY - �\)C,Z 08 W Scale : AS NOTED II PLAN OF CHIMNEY AT ATTIC v NO ��o�\=� drawn: JLw O SCALE.1 In".I'-0• _ �� rev. REGt `� pROFESS0A rev. m A-9 ISSUED FOR CONSTRUCTION ant q Of 16 E E a $ _ GENERAL FOUNDATIONS MASONRY S. CONNECTORS 5HOWN ARE AS 0. ALL PLYWOO SHALL BE APA o MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS CONFORMING o U STRONG-TIE CO. ING, 5UB5TITU7I0NS TO THE FOLLOWING MINUMUM REQUIREMENT5: v, I. STRUCTURAL DRAWINGS ARE I. THE ALLOWABLE PRESUMED SOIL I. MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING 0 TO BE USED WITH THE ENTIRE BEARING CAPGITY 15 5000 P5F, CONFORM TO THE REQUIREMENTS BY THE ENGINEER. INSTALLATION A. FLOOR-5TURD-I-FLOOR T$6,EXPOSURE I, m SET OF DRAWIN65. WHICH 15 TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MA50NRY OF ALL CONNECTORS SHALL BE 5/4",SPAN RATING 16" .9-- BEFORE CONSTRUCTION. STRUCTURES(ACI 530.1/ASCE 6-88). IN STRICT ACCORDANCE WITH THE o w STRENGTH OF MASONRY F'M=1500 P51. THE MANUFACTURER'S INSTRUCTIONS B. WALL SHEATHING-EXPOSURE I, 1/2 2. ALL SAFETY REGULATIONS MUST EMPLOY ALL REQUIRED SPAN RATING 16". ARE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL BE CARRIED FASTENERS. a METHODS OF CONSTRUCTION 8 TO LOWER ELEVATION THAN SHOWN 2. VERTICAL REINFORCING OF MASONRY G. ROOF 5HEATHIN6-EXPO5URE 1, 5/8", ERECTION OF STRUCTURAL MATERIALS ON THE DRAWIN65 iF REQUIRED TO WALL5 SHALL BE AS INDICATED ON SPAN RATING 16". s 15 THE CONTRACTOR'S RESPONSIBILITY. REACH PROPER BEARING GAPCITY. THE DRAWIN65. ALL GORES OF 4, ALL CONNECTORS SHALL BE MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. ti WITH GROUT. REINFORCING BAR t y 3. THE CONTRACTOR IS RESPON5I5LE 3. WALL5 AATING AS RETAINING WALLS LAPS SHALL BE 2'-6" MIN. FOR P155EMINATION OF ALL SHALL NOT BE BACKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS DESIGN CRITERIA REVISIONS & REQUIREMENTS TO BRACING UNTIL ALL SUPPORTING 501E BEFORE LOADING THE JOINT. THE SUBCONTRACTORS. 15LA85 ARE IN PLACE & AT 3. HORIZONTAL JOINT REINFORCING I. APPLICABLE BUILDING CODE ADEQUATE 5TRENGTH. FOR MASONRY SHALL BE EQUAL MA55AGHUSETTS 8TH EDITION M TO DUR-O-WALL TRUSS MANUFACTERED 6. SPLIT WOOD 15 NOT ACCEPTABLE W 4, RE50NABLE CARE HAS BEEN WITH WIRE CONFORMING TO ASTM A 82 FOR ANY CONNECTION. 2: DESIGN WIND SPEED: 110 MPH - TAKEN IN THE PREPARATION OF 4. COMPACT ALL FILL UNDER FOOTINGS. 8 COATED FOR CORROSION PROTECTION o U ALL DRAWINGS AND SPECIFICATIONS. SLABS TO THE SPECIFIED DENSITY IN ACCORDANCE WITH ASTM A 155, EXPOSURE B, 1=1.C, 6= +/-0.18 W a� HOWEVER THE ENGINEER DOES NOT 8 VERIFY. CLASS B-2. ALL WIRE SHALL BE 7. ALL EXPOSED FRAMING MEMBERS AllE"4 GUARANTEE AGAINST HUMAN ERROR LAP OF 6" E USE PREFABRIATED T'5 C2/C1 GGA 0.25 1 MEMBERS IN q GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA & FOR THAT REASON IT IMPERATIVE STRUCTURAL DESIGN CRITERIA 1 THAT THE CONTRACTOR S S HALL GHEGK OR CORNER SECTIONS AT ALL CONTACT WITH SOIL SHALL BE 1�1 �--i � ALL DIMENSIONS & DETAILS & MUST WALL INTERSECTIONS. TREATED PER AWPA C23/G24 V VERIFY ALL CONDITIONS,DIMENSIONS, STRUCTURAL STEEL GGA 0.60. JOB SITE FABRICATIONS - FIRST FLOOR 40 P5F LL v GUTS & BORES SHALL BE TREATED IN 15 PSF DL CD & ELEVATIONS AT THE SITE. ALL 4. CONNRETE MASONRY UNITS SHALL' ACCORDANCE WITH AWPA STD. M4. TO THE A77EN I SHALL BE BROUGHT I. DESIGN, FABRICATION 8 ERECTION CONFORM TO A5TM G q0. - 5ECOND.FLOOR 30 P5F LL V - TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH - THE RISC SPECIFICATION FOR IS PSF DL8. ALL MANUFACTURED LVL WOOD FRAMING STRUCTURAL STEEL FOR BUILDINGS, - 20 PSF LL 5. THE GONTRAC7G? SHALL SUBMIT LATE57 EDITION. 5. CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING -ATTIC/STO. 10 PSF OIL. cc COMPLETE SHOP DRAWIN65 FOR TO A57M C55. PHYSICAL PROPERTIES AS A MINIMUM: ALL CONCRETE REINFORCING, ALL T ROOF 65L 30 PSF 5L STRUCTURAL STEEL, 8 BOTH 2. STRUCTURAL SHAPES SHALL CONFORM E=I.lWO6PSI.,FB=2800, FV=240 15 PSF DL 0*01m CALCULATIONS 8 SHOP DRAWINGS TO THE FOLLOWING: 6. GROUT SHALL CONFORM TO THE ' FORA � FOR ALL MANUFAGTURERED LUMBER REQUIREMENTS OF ASTM G 146 S - EXT. WALL5/5TOR. 15 PLF D_ PRODUCTS & THEIR CONNECTORS A. WIDE FLANGE MEMBERS ASTM SHALL HAVE A COMPRE551VE q. ALL FLOOR J01575 SHALL BE AS - INT. WALLS/5TCR. 50 PLF DL FOR REVIEW PRIOR TO FABRICATION. Agg2 GRADE 50. 5TREN6TH OF 5000 P51. MANUFAGTURERED BY 501SE CASCADE $ A5 SIZED ON THE DRAWIN65. ALL - DECKS/PORCHES 40 PSF B. CHANNELS & ANGLES A5TM A36. 1 VERTICAL 8 BOND BEAM FASTENING, BEARING, 5RAGIN6 $ 10 PSF STIFFENING SHALL BE IN STRICT ACCORDANCE C. H55 ROUND 8 RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER'S REQUIREMENTS. a '� _ CONCRETE 70 A5TM A 500,GRADE B FY=46 K51. TO THE REQUIREMENTS OF ASTM A615. I. ALL CONCRETE WORK AND MATERIALS CyUs�T Cl SHALL COMPLY WITH THE SPECIFICATIONS 3. ALL GALVANIZING SHALL CONFORM 8. MORTAR SHALL CONFORM TO THE GENERAL NAILINO SCHEDULE-IRO KPH - FOR 5TRUCTURAL CONCRETE FOR BUILDING-5 TO A5TM A 125. REQUIREMENTS OF A5TM G 2 70 JOINT DESCRIPTION NUMBER o= NUMBER OF NA,L SPAG,"6 Q co AND SHALL BE TYPE M OR 5. COMMON NALS BOx"AILS �Q �, o C\! O(AGI 301-8q). ROOF FRAMING z „\��\�� -`!JP � � (T) BLOCKIN&TO RAFTER(TOE-NAILED) 2-8D 2-ROD EACH END V_ VC' 4. BOLTED CONNECTIONS SHALL BE WITH 0 Jp(9�tk o °� 2. ALL CONCRETE '-SHALL HAVE A 28-DAY HIGH 5TRENGTH BOLTS IN ACCORDANCE g. QUALITY ASSURANCE TESTING RIM BOARD To RAFTER(END-WILED) 2-I6D S-I6D EACH END GJ��O.� Q p tj o GOMPRE551VE 5TRENGTH OF 300E P51, WITH THE SPECIFICATION FOR INSPECTION SHALL BE PERFORMED WALL FRAMING N �`� Ha n WITH MAXIMUM I INCH AGGRE6ATE 4 STRUCTURAL JOINTS USING ASTM A 325 IN ACCORDANCE WITH THE sq0 ��' to p� E ,- REQU IREMENT5 OF AGI 530.1/A5GE 6/88. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I6D 5-I6D AT JOINTS REG\ MAXIMUM 6/O AIR CONCRETE EXF05E FOR OR A 4qQ BOLTS. STUD TO STUD(FAGE-NAILED) 2-IbD 2-I6D 24'O.G. pRO FESS`O\P EXTERIOR CONCRETE EXI OSED 70 MOISTURE: HEADER TO HEADER(FADE-NAILED) I60 I6D IS"O.G.ALONG EDGES 5. ANCHOR BOLTS SHALL BE ASTM A 301. FLOOR PRAMIN6 A, FRAMING LUMBER $ CONNECTORS JOIST TO SILL,TOP PLATE OR BIRDER(TOE-NAILED) 4-8D 4-IOD PER GIST 3. ALL REINFORCING STEEL SHALL BE 0 f0� YES DEFORMED BARS OF NEW B BLOCKIN&TO JOIST(TOE-NAILED) 2-bD 2_10D EACH END BILLET STEEL 6. WELDS SHALL BE MADE BY OPERATORS N 0 N 0 CONFORMING TO A5TM A 615 GRADE 60. CERTIFIED BY THE STANDARD I. ALL FRAMING LUMBER SHALL BE BLOCKIN&TO SILL OR TOP PLATE(TOE-NAILED) B-I6D 4-16D EACH BLOCK T! (n Z QUALIFICATION PROCEDURE OF THE KILN DRIED Iq% MAXIMUM MOISTURE LEDSER.5TRIP TO BEAM OR BIRDER(FACE-NAILED) B-I6D 4-I6D EACH JOIST AMERICAN WELDING SOCIETY. CONTENT. LUMBER SHALL MEET cl) L co ' 4. CONCRETE COVER OF REINFORGIN6 BARS A5 A MINIMUM THE FOLLOWING JOIST ON LEDGER TO BEAM(TOE-NAILED) B-bv 5-ROD PER J015T ; SHALL BE AS FOLLOWS: DESIGN VALUES FOR SPRUCE-PINE-FIR: BAND J0I5T TO olsr eNv-NAILED) 5-16D a-I6D PER JOIST to V 1. WELDING SHALL BE IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I6D 5-I6D PER FOOT ♦A (n A. 3" AT CONCRETE PLACED DIRECTLY WITH THE ANS 01.1 CODE FOR WELDING A. 2X STUDS CONSTRUCTION GRADE ROOF SHEA HIND L L_ AGAINST EARTH. IN 5UILDIN6 CONSTRUCTION. FB=800,FV=65, FC=150 -- WOOD STRUCTURAL PANEL G �� U)S - - B. 2X JOISTS/RAFTERS NO. I GRADE -RAFTERS OR TRUSSES 5PAGED UP TO I6"O.G. - HD IOv 6'EDGE/6"FIELD B 2" 4T ALL OTHER LOCATIONS. Lu J•- AiA`` 8. CONNECTIONS NOT DETAILED SHALL FB-1150, FV=70 -RAFTERS OR TRU55ES SPACED OVER 16"O.G. 5D ROD 4"EDGEFIELD/4" �^ W BE DESIGNED FOR THE LOADS SHOWN &ABLE ENMNALL RAKE OR RAKE TRU55 W/O&ABLE OVERHANG 8D ROD 6"EDGE/6"FIELD y C 5. NO HORIZONTAL CONSTRUCTION JOIN75 ON THE DRAWINGS OR FORLOADS C. POST NO. I GRADE F5=800, C) V V N ARE ALLOWED, UNLESS 5PEGIFIGALLY 61VEN IN THE STANDARD LOAD &ABLE ENOWALL RAKE OR RAKE-TRUSS W STRUCTURAL OUTLOOKERS 8D OD 6"'EDGE/b"FIELD FV=65, FG=615 N C� SHOWN ON THE DRAWIN65 OR ALLOWED TABLES OF A 150 FOR THE SPAN, 6A5LE ENDAALL RAKE OR RAKE TRU55 W/LOOKOUT BLOCKS 8D ROD 4"EDGE/4"FIELD IN WRITING BY THE EYN6INEER. SECTION & 51T1REN6TH SPECIFIED. CEILING 5HEATHI1415 2. ALL FA5TENIN6 OF FRAMING, SYP5UM WALLBOARD ED COOLERS EDGE/10"FIELD job no.: 123T _ PLATES,SILLS,5HEATHING 4 6. REINFORGIN`6 EMBEDMENT STANDARD g. ELEVATIONS NOTED AS TQP OF STEEL OTHER WOOD MEMBERS SHALL WALL 5HEA7HIN5 date 4 DUNE 2015 BAR LE-N&TH HOOK REFER TO THE TOP FLANGE OF ROLLED �w�BE IN ACCORDANCE y KITH THE WOOD STRUCTURAL PANELS BCaIe AS NOTED e4 12" I2" _ 5EGTIQN5, DETAILS SHOWN � MINIMUM -STUDS 5PAGED UP TO 24"O.G. 8D ROD b"EDGE/12"FIELD ^6 16 12" ,I -I/2"bYPSUM WALLBOARD SD GOOLE,RS _ T rev.dra JLW REQUIREMENTS OF THE I/2"AND 25/52"FIBERBOARD PANELS 8D 5"EDGE/6'FIELD nb 24' 6" MA55AGHUSETT5.5TATE BUILDING EDGE/Io"FIELD CODE 8TH EDITION. . rev. FLOOR SHEATNINb rev. WOOD 5TRUCTURAL PANELS OR LESS 8D ROD FIELD O -bREATER THAN I" IOD I6D 6'EDGE/b"FIELD m O ISSUED FOR CONSTRUCTION sht 10 Of I& WOOD COLUMN5-ALL PSL STRUCTURAL NOTES. $ O E AT DOUBLE MEMBER5 -ALL AINDOA 1 EXTERIOR DOOR U 4X4 GAP EGGO,COi}450525 HEADERS To BE(3)2X85 W 1/2' �[a H 9�MILO.L — TYPI.ti q BASE TO BEAM.ECCO,0605-45052.5 PLYWOOD UN ESS NOTED OTHERA5E N W 5-T yT BASE TO FDN-ABU44 a Glis --�— -BOOR JS-2O TO BE B,C. CASCADE to 'C 1 / AT TRIPLE MEMBERS IV 11 114''J055 RIM X15T @ O 4X6 GP ELGO,CCOb-l5D52.5 NNLB55 OTHERWISE NOTED) U y BASE TO BEAM.ECCO,CCOb-45Dca 535 N \ BASE TO PDN a gBUgb .ALL POSTS m ENDS OP BEAMS TO BE L L \ (3)2X4 POSTS IN 2X4 WALLS (5)2X&POSTS IN 2X6 WALLS-ALL AOOD-'HOOD JOINTS SHALL HAVE p f6 Q) METAL CONNECTORS NNLE%OTHERWISE NOTED) < w o L ALL HALLS WITH POCKET DOORS - -ALL STEEL COLUW155EE Al,SIMILAR TO BE FRAMED A5 3X6 WALL � 'C 2 •/ to MT5306 STEPS E ALL VALLEYS TO -BLOCK UNDER ALL WALLS AOR LL WILD-UP POSTS WHER`L P LIICABLE DER ALL AI v� -BLOC<A_BEARING AALL5 ABOVE y 9'-0 AT MID-HEISHT N PROVIDE HAN5ER5 AT AL FLUSH \/ \ FRAMED CONNECTIONS a AT ALL O +' POST CAPS L BASES N -� / II 7/6'-JOI5T5 -5HEAR'AALLS KITH SHEATHING ON BOTH. O B Ib O.G. SIDES,N/WNAILS 5PAGED 4"AT ED5E <O U DECK PER A74 CO 6 12"AT FIELD q ,YPICA! — q TYi'IGAL — PRESGR E.5IDENTIAL 9-i Sn I WOOD DECKCK LONSi RUCTION° \ \ tt -WOOD POSi'vOWN 04 P.T.POST VOOD POST Le AND DOWN X-WOOD PORT LP Q� (3) T.3X8 B AM I/► \ \ N LOAD BEARINb HALLS V rA I � SHEAR WALLS W a� rA (2)117/5'LVL SM. p _-__j TOILET LOGAT,ION F — T (RUSH) .—.— —.- - A- (SPACE J015T5 A5 NEEDED (a FOR PLUMBING CLEARANCE) II l/B"-JOISTS II -JOISTS ^$ ml m' 11 T/b"-JOISTS P.®3 LED A Ib"I O.L. 6 O.. - IITB"I-J015T5 ®16'O.G. ^T CD V i LVSHT PICAL 4 w1 Iti�--JO15T5 C V y a AI - II 7/6°I-J015T5. /�f`( �SC`J. m 0. o3oc. J W 9 ttPIGµ y ttPIGAL 9 If J NO A-6 5- rrPlcu - ttP1ul " A l - OFESSIONP� 5^ a bp L W CID - C Cal CO TYPIC F I RS7 FLOOR F RAM NG FLAN �' u b LO —� '� ti to SCALE. I/4' = I-0 B C O 5, N a N �� c a� a� cn � N u- L_ N ` H aD_g o A� o 1 w u- .. � �0 GNU ❑ job no.: 1287 date 4 JUNE 2015 SCaIS AS NOTED .. drawn: jL4N rev. rev. PIGP B Q S_2 ISSUED FOR CONSTRUCTION sht II of I6 i J - r ]X4 CL6.J015T5 STRUCTURAL NOTES: U -ALL WINDOW i EXTERIOR DOOR u� Z5 N ttPILAI I= HEADER5 TO BE(3)2XV5 W/1/2" N � � I] TYPICAL - PLYWOOD LT:LE55 NOTED OTNERYJSE .O O -FLOOR JO15 T 5 TO 9E BOI5E CA5LADE O olm II"I/B'AJS-205 c la•O.L. L N gam, — W/1 1/4'055 RIM J0I5T (FLUSH V BAT LL6J / NNLE55 OTHERWISE NOTED) N cc \ M .ALL X4 PO®ENDS OF BEA.5 TO 9E () (3)2x4 POSTS IN 2x4 WALLS (UN ES POSTS 1 2%6 WALLS N pper`` 1 ( (UNLESS OTHERWISE NOTED) o L -ALL RID6E5 OVER 20'-0 LON6 .0 L • D 2%10 0L6.JOISTS 1 poa TO BE(1)1 3/4'%11 1/B^LVL r . cc A-6 -PROVIDE 2X10 LEDGER BOARD N C OVEREAT FRAMIh'6 FOR RAFTR BEARING/SJPPORT N s ALL RAFTERS TO BE 2XIO 5 PF.N0.2 �TmmAl se — t(y� S T OR BETTER a 0C.TYPICAL N E (9)2XIO HEADER OR _____ —__ SPACING,UNLESS OTHERWISE NOTED ' o H- \ (2)T 1/4"LVL HEADER \ ALL WALLS WITH POCKET DOORS L ._ WBx15'TEE HEADER O TO BE FRAMED AS 2xa WALL V —.— —.— —.— -- (TII'I/B"LILTEADER H p BLOCK UNDER ALL WALLS OR �p U DEL.E R. 1UNDER ALL WALLS B T W'+.E ARE APPLILICABABLE -BLOCK ALL BEARING WALL5 ABOVE v (W i 1/4'LVL HEADER B 9-0 AT NID-NEIGH I —.—. .—.—. - L ry�7(-- - PROVIDE HAW'7t5 AT ALL FLUS- / 1®Ib O:CIS SILL. �9B-M POSFRAT GAPS eP COXBCA5E55 8 AT ALL — j . S I ® BOTH I PC. - - .: 5 DES,W/80 NA11L5 EPA=4'O T ED E HHH+++ l 12'Ai REED ,a — _ 1l-Noov POZT DOIMI — ATTI ACC'S —. —.—. LUSIU .---.—.—.-- _ A--I �-WOOD POST UP AND DONN f4 HAT (22 X 30 '2`1_^ WOOD POST UP 2XB CL6.JOISTS - MIN. IN.O IN1 �, ttPICAL I] X - I�1 IOD I 9 T r 1 NAIL o EACH END �n R 2%10 CLb.JOISTS — LOAD BEARING WALL5 (II-0 ABOVE SA FLRJ` - —fie 1 Oc. ym 1 ., :.::: ,•::.•: .—. — ::.�./ SHEAR WALLS ^ O o'R —MELONA LABOVEI YZ6�J. .—.---_ I TOILET LOCATION ll -- FOR PLUMBING CLEARANCE) a V J U i / (SPACE JOISTS A5 NEEDED L r_ A I 1 ®I T/B"-JOISTS 1 Y �p I �1 cu j I I u,re"I-Jolsrs ,I` -- �I A-6 o.c. - I I ,0*01= __ gl_ (2)T I/4'LVL HEADER ._-- — E W—Ox 2-2 S—E BEAM .�— - a.3- — -i _ — ----�.sH7 (3)R 1/2'LVL HEAD-R - - t -— A-b iYRLAL 12 E jLi u rrncAL 2XI0 CL6 JOISTS I Ia'O.L. S O _6 � 2xB cL6.Jolsrs 011 (/S, � 6S 0 1a•o.c. ccj, •G ��� \ApP P� w of 'b\�p(�a g, m Cat 1 li. S�NO lg O = co co SECOND FLOOR FRIAMI NG'- FLAN AR REG\SN�```,�\ aLo SCALE. 1/4 _ 10" - —'— _ OFESSI� P < 2 �� _ � y I j I — AIO SM. zFLos� C I I I j 2x10 caNrL5D6 R '/� 3 1 I BEAM FLUSH W1T.H N L= C1_6.JOISTS o 5TORA&E w' JOISTS eI O.C. ] L A` O H I -.I L. ee /V�/1 Y/ A- I / 1 i I I a 1 2%B LL6 2X10 FLOBI OR ®I6 OC. '.j ' - ST5 'OC. 1 � � ` �� tr 1 I• I KJ I 0 0 GNU (1) c/) = job no.: 128T s< . date 4.NNE 2013 1 1 I SCale AS NOTED I � I drawn:HALL a B JLWARV 6ARA6E TO BE BALLOON-FRAMED 1 I rev. 1 I I rev. 1 1 IS m —— ISSUED FOR CONSTRUCTION sht 12 of I6 ROOD COLUMNS-ALL PSL STRUCTURAL NOTES: g $ U AT DOUBLE MEMBERS -ALL AINDOW/EXTERIOR DOOR �n - 4X4 CAA SGCO,CO03-450525 HEADERS TO BE(5)2x0'5 W/1/2' ------ BASE TO BEAM-ECCO,CC03-450525 PLYWOOD UNLE55 NOTED OTHERAI5E c BASE TO PON-ABU44 v 16 FLOOR JOISTS TO BE 5015E CASCADE 2g N 'O --------- - . AT TRIPLE MEMBERS 11 T/6"" 5 6 RI®I 1 O.G. N .-------i (U ISS OTH RIM JOIST L 4X6 GAP ECCR,B CC06-450526 (UNLESS OTHERWISE NOTED) (0 BASE TO BEPM ELCO,CCOb-45DS25cc N cc BASE TO FDN-ABU46 -ALL KILLS AITH POCKET DOORS U TO BE FRAMED A5 2Xb WALL -ALL AOOD-WOOD JOINTS 514ALL HAVE C m GI METAL CONNECTOR5 -BLOCK UNDER ALL WALLS OR v p� DBL.FLR.JOISTS UNDER ALL HALLS ALL STEEL COLUMNS-5EE Al,SIMILAR AHERE APPLICABLE C <J D -SHEAR AALL5 WITH SHEATHING ON BOTH M a cu A_b MT530C STRAPS 6 ALL VALLEYS TO SIDES,&BD NAILS SPACED 4'AT E06E BUILD-UP P05T5 1 I2"AT FIELD N i6 -PROVIDE HAN6ER5 AT ALL PLUSN 2 FRAMED CONNECTION'S 4 AT ALL y 1p POST CAPS 4 BA5E5 - E STEEL OR AOOD POST DOWN t : �O .'-,._.. X-STEEL OR WOOD POST UP e0 LOAD BEARING HALLS ---r--r - ---r'-- -- --- --- --- --- --- -- - SHEAR WALLS : I I I TOI'_ET LOCATIONPA E JOISTS V w NEEDED IXp HAM' R M FOR PLUMBING L EARA cL{5.J01 T TO RAPT R `- I W H cu --- - ---TI S4 1 I..4 a I II it d 6 1"4 V = :I I A1tfC A CE _- --. .., : . . FIN OPENi— Z�L.--_. 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S-4 m ------------- ------------------------------------ ISSUED FOR CONSTRUCTION 9nt 13 Of ib Da EE E . - 2X8 RAFTERS 'R:G-JRAL NOT $ t3 n ®Ib" =� a'i N - -ALL WINDOW'd EXTERIOR DOOR U) __ ___ --------- - HEADERS TO BE 2X5'5 W/I/2" N .� P:Y'WOOD UNLESS NOTED OTHERWISE V a0 -Al!POSTS m G'DS OF EAMS TO BE N ' .. cc (3)2X6 POSTS N 2X6 MALLS L N (UNLESS OTHERWISE NOTED) ALL RIOGE5 OVER 20-0 LONG 5 i TO BE(1)1 5/4'X'11 7/5"LVL C f0 -PROVIDE 2x10 LEDGER BOARD v m OVERLAY FRAMING FOR RAFTER w BEARINb/SUPPORT � •C ` p -ALL RAFTERS TO BE 2XI0 S P.F.NO,2 f9 (Q OR BETTER m 16"OL.TYPICAL - A-6 2XIO RAFTERS n SPACING UNLESS OTHERWISE NOTED Y SIM JI. ®EAA.R RAFTER. AFTER TOLEAALLS FRAMED hAS 2X6 WALL RS d N r - _ -BLOLN UNDER ALL WALLS L ISTS WA!L 9 OL. ABERE L. LAPPLOICABLE DER ALL 5 — 9L0 AT MID4EIAGHTb WALLS ABONr m) G END OF BEAM TO BE CUT .,- rj-W ov POST.DOWN SIMP50N H25A AS NEEDED TO ALIGN WN ®EA.RAf--TER WITH TOP OF RAFTERS - I9 -WOOD POST UP AND DO -WOOD P05T UP -. x '1TR 1 - — LOAD BEARING WALLS — i r 8 Q� ''ww i VJ 3�I60 AFTCF IL5- c 51 6 o o m RAF L 11 t _ m EA.RAFTER ,.•, V 2XI0 RAFTERS 6DAN ILS E. FTE (I)II T/8 LN^_ ID6 2%I RIDGE Ili .. %12 DGE - - __ ___ _ ___ ___r-�___ a x `C) 9 OL. /V, � 4-j-, S�TT� co —14 a, A GE �1 , rv® .i ,0*0 x ry �\ 1 1%10 Ly i®EA RAF R •�''� A g REG I5 � ROFESSIONP O o AJ - I 2XI0RAFTERS LO rvLo 2XIO RAFTERS- �; r ® "Ell ro 00 r 0] • - SIMPSON H35A `7 r i r---- EA.RA=TER Q V Lc QOOF FOAM NG F' LA. N Lo v I 2X8 COLLAR TIES - -A IL G.G.W/B-IOD NAIL®EVER END -. (5-4 ABOVE PLATE) IF cn 5 0 a) C 6, N co co a T - r � > cvc ,I�G I rn co Il,u - y" i c y N —RAFTERS- LL 91 RAFTS --- -- � .ice �� O W .N o r. Job no., 120T A - - date 4.NNE 2015 SCale AS NOTED lil drawn: JLVN rev. - - rev. S-5 m ROOF P L A N = O - 5 0 A L E: I = I O'-O a , ISSUED FOR CONSTRUCTION sht 14 of I(, 1 8 d c C U � F cr5 m CO � � U o Lo d M m m y N � o a w E L '— y � N C tp U .. M Jul C w ) v� 3 ILLUSTRATION I ILLUSTRATION 2 SF V5 PERFEC TLY ALIGNED UP TO 3"OFFSET(INSTALL F5G ON SAMC SIDE DF SND5) ' cc •- IBIS'COX PLYItiGOD 3 SEARING RAFTER O 5/8"COX PLYAGOD 5 00 RA77ER TI DONNS A/ RATER 0 0L 11/2"80 NAILS \ I a ('0 V 2X6 OBL,TOP PLATE,— -- / GRADE(A3OY)3/0 ALL'HREAD SIMP5pN MT520 ROD OR BETTER N MATGNING - y )� ' ) L NAILED TO 5ND MERE \ 'm NUTS AND GUT M51ER5 _ I/2'GYP BOARD - 11 OSSISLF - / F y 7 7 I/�GDx LYXOOD - 2X6 DE_TOP PLATE 5.AThI4 /Al BDB 6'/I-e' SIM?SOVOR SPAN I 0** 2X6 C IB 0L STUD 1FSL)P OOR SPAN CONNECTOR1/2'6YP BOARD 5 GDX PLYWOOD - 2X SILL PLATE SHEATF!ING,A/BDiv GONTINJPJS 9LGGKING 5.6 HJ 5IW50N 57RONSTIE (FBI)FLOOR SPAN CONNECTOR n N 316"ALL THREAD ROD � 1I � ILONTIOJS BOCKI DXb SILL PLATE USED HORIZONTALLY j D JOISTS O i LO LO � J� �Q DXb®Ib"OG.STUD ILLUSTRATION 4 8$q _ W G'y 00 SHEAhN\GLYAOOD J-� 1105E 5P2-INECTOR5 ON (� m f J OREArER-HN 6'OffSET 0 2X6 OB_ICI PLATE -� I _ nnn STUD TO F PI rgnNEGTION— 2X DB_.TOP PLATE LONER 5 JDS) coIMSON HOD co (PSI-,)FLOOR SPAN CONNECTOR BOLTS T BOLTED TO IN.I ANCHOR / \ 1 U [Q A/9/8"ALL THREAD ROD \ >- BOLTS TO BE SET A MIN.OF ID° MIN.OF 12"AITH IN FOOTING _ 51 MPSON STRON6TIE p d" (156)FLOOR SPAN CONNECTOR 1�aHp 2X6 SILL PLATE ° , LO CONTIUOIS BLOCKING iGRIZONTA__GISTS, \ - I IF USED DXb SILL ON 2X6'T.SILL I _ _ _... U 5/S'X12'GALVANIZED GRACE(A30T)3/B'ALL itSAE. STEEL ANGHOR BOLTS®32' I ROO OR BETTER N MATCHING O,G,AND 12'FROM CORNERS. NUTS AND WT 4W�5HER5 BOLTS SHALL BE FASTENED I/2"GYP BOARD N 3'X3"PLATE AASHERS .. _ 2X6 C 16"G.G.SND & O 5HEA iI+INIG N/i cD. N B 5OD C 3'/ID' - - TYF. SINGLE STORY T D 6' SND TO T-OUNDATION CONNECTION 5-1 SHEAR WALL SECTION O N TO BE 11)SIMPSON HDJB 6 I^ HOLDO'NN BOLTED TO 5/8"ANGIGR 5 G A L E 1 I/2" c -O" I• I N n BOLTS TO BE SET A MIN,OF 12" ° MIN.OF 12"AITH IN FOOTING / \ - _ I• �.T-:_ ,^ L v, (2 SILL PLATE _ a)•�) S Q 2 2X6 P.T.SILL T E/8'x12'GALVANIZED I ,^ N STEEL R BOLTS C O.ANDD 12'ID'FROM CORNERS. S. BOLTS SHALL BE FASTENED ,V 3"X3 PLATE RASHERS 51M. N 5TRON'6TIE— �y C BP2 GONNEGTORE -- - BP 5-ARING PLATE ��/ �/ ILLUSTRATION 3 - P.N.3AW THICK, I R TWO STORY EXT. I UP TO b"OFFSET(INSTALL F5C ON 2`X 2"OR LARGER) W J SHEAR WALL SECTION OPPOSITE 5IOE OF STUDS) NOTE.TO BE INSTALLS DIRECTLY ABOVE SIMPGON'imU7 OR I1DIA HOLD DOWNS,SEE PLAN r}'O OTYFIGAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS NU 5GALE,1 1/2'-1'-0" gcyG lob no.: 1237 date c.IuNE 7o15 Q• N O ON' Scaie AS NOTED m g\SND&0- drawn: -ILl O Sl\ko"I ka$ � rev, c� Np. rev, A REGIS� �� o RCFESSIOl1P\ S-6 4 I ogi U N NOTE:THIS DETAIL IS AN ALTERNATE TO THE gg slMFsoN HwB - - ��•I SlnFsdN NDUB -- (�•I' FLOOR SPAN .V HOLDON45 BOLTED To `°L '^�S _ I ' CONNECTOR"DETAIL c� �i 5/5"ANOHOR 50LT9 ANL N. 5/B' 'HO,4 B0Li5 I SIMPSON LSU26 •"� s L RAFTER HANGER p U In ' I SHEDAFTERS 2X10/2X12 LEDGER c S-;LVaN HDUB -> Ii I- III M �onNS BOLTED To I�, /" TIMBERLOK SCREWS TOP&BOT. Illl � 4 COILED STRAPS ++ sie'ANOHOR EOLrs ;� O SECURE INTO SOLID FRAMING PER CORNER SPACED @ 16"o/c o (I^� TRIPLE �' E I �1 CORNER STUDS i 5W ANLHDR BOLTS— �� 5/B'A�NL.HO4 BOLTS >, 1 �I O5-si*A•MIN. II TO BE SET A MIN. i� I OF IT NTH IN r00TIN5 i !� OF IT AITH IN F00T6NG 5/8'ANLHOR BOLTS —-} TO EE 5ET A MIN OF I2•NITH IN Foonw NOTE:DETAIL AFFLIES TO ALL f RAVE LEVEL EXT,51ff K4115 NOTE:DETAIL APPLIES TO ALL GRADE LEVEL EXT.5MEAR WALLB w O GARAGE HOLDOWN DETAIL @ EXT. WALL O HOLT ToDOWN DETAIL @ TYPICAL EXT. WALL CORNER/WALL 10 GOI�LD STRAP DETAILNOT TO 5CALE II NOT TO 5CALE EDGER DETAIL W • � QI ca • m U Cu r 0*011M (2)H2bA MTS12 :ti RAFTERS (LTS,HTS RAFTER SIMILAR) H10A SIMPSON H3 CLIP N FRAME OV R 2X12 LEDGER I. ATTACHED W/3-16D TO SOLID FRAMING BELOW CL F•I HORIZONTAL 2X BLOCKING FOR NAILING THE PLYWOOD EDGES In SHOULD BE PROVIDED WITHIN - \ 7 II rri •D.0 49"OF OUTSIDE CORM iRS � LEDGER I � iIl II I II Ii� 4 W n co LSTA9 O ro N L670 5 ZI Co < u Do u O s. Lo PLYWOOD BLOCKING DETAIL 13 RAFTER CONNECTION DETAILS 14 FRAME—OVER LEDGER DETAIL 12 NOT TO SCALE NOT TO EGALE NOT TO SCALE r I RIM JOIST PS ACyUS�T V JOIST HANGER 'DECK JOISTS - Q• T(P �0 0) cn P.T.BEAM Q -0 LL SIMPSON H1 CLIP - DFTION I:ARAP 5r,.5 X LSTA] (1 PER JOIST) z \� Q RP N L L a) TIEDOYN 5T EVENLY OVER SIMPSON BCS POST CAP \JG�Qpaa w > V R FTEAND(AILER To L5 p 5��Q•29 O 2 , RAFT[R5 YV(?)IOD NAI!5 EA, SIDE(IB NAILS TOTAL) �I N ��?� N N P.T.POST A REG\�' SIMPSON ABU POST BASE ROFESS\� o c o o — _—o o 0 o - ANCHOR BOLT - ` W U)u • o 0 0 0 0 0 o _ 11._;__ Q 10"OR 12"DIA.SONOTUBE ON 0 N V +' .24"DIA.BIGFOOT FOOTING - p job no.: I23- v date a jI,'NE 2OI3 0-01 2:2XB RI05E TIES Scale AS NOTED a - IMMEDIATEL Y BELOW THE RID5E Am FA57ENED TO THE RAFTER5 - A/A MINIWM OF(5)IOD LOMNON •'� drawn ILI NAIL5 FER 5IDE - SEE AWC.ORG "PRESCRIPTIVE RESDIENTIAL rev. DECK CONSTRUCTION' rev. g 15 TYPICAL RIDGE STRAP DETAIL OPTIONS 16 PORCH/DECK DETAIL NOT TO SCALE NOT TO 5GALE m O IS&I IFf1 R)D f.r)MCTGI IRTIr1M .6. Ia of Ia i• oliv LLJJ I ;(�\ MATLH' OF AND `FINISHESS TO EXISTIEAISTIO NG BARN - - ®l - RE 1H I 1. f �-. it �TI� j, LAI1,4L III �MH R99411 � 11�� l � I I REAR ELEVATION FRONT ELEVATION LANOMA ULTIMATE 7L ROOF SHINGLES BY CERTAIAI NTEEO TO MATCH EXISTING I 12 ox, ZK �_ 1 12 - I MATCH STORAGE ROOF IXISTNG h10 UNHEATED ATTIC W NOWASH CEIUNG JOIB S® BARRIER 2N0 FIN.CEILING —-—- __— — -`— - — - - EXISTING 9 2 �J RAPIERS®16• 20•R-0T FG.INSUL l� SOFFIT VENT 8 -- 1 O.C. n�.1 .111i x 1hae HEADER 0+® ® ® I ... T Ct✓ ~` 3'R.30FGINSU:L`1`,1 _ ®tB•O.C. z_ I ter—___ __ __ - -�L - - 9•RJO FG INSUL . 2118a T �i STUD WALL STORAGE CLOSET BATH 6 IHI 2 B I I IB I - ll S.J—GINSUL 1 - IXISTING zn• BONUS ROOM 3.3•Rz+FG INSUL WALL 385®18' 9•R30 FO INSUL. _ 2N0 FIN FLOOR EXSTING 2 X IO @-OL. 12 I ® :avaaa aa__ I I BOARD I i T� EXISTEE-EAM j " I I I 1 f STEEL H3FAM ___ i i EXISTING 3-CAR GARAGE EXISTING STORAGE AREA I -1 51-I INSUL BEHIND STAIR� I L a- TI _ FINISH wI5l0'FIRECODE GYPSUM rri ® I 51?R21 FG INSUL 1 5 t2•R21 FG IN f L SUL. II 1 I I I I III I III ( III Ei RIGHT ELEVATION 24' GARAGE SECTION A ELEVATIONS I DATE: DEC 1S 2017 PROJECT:OLNER RESIDENCE I GREYWING DESIGN 241 LITTLE RIVER ROAD.OOTUIT,MA SCALE: 1J4'=1'fy GARAGEMARN RENOVATION 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 o zoncreywma DeelBo soeaaB-oa Al www.greywing.com (508)888-0886 ......,_.,,..,..,, es,,.,„,,. G171120 PROJECT NO: SHEET: OF i r 1 " HEADER SCH EUULE NAILING SCHEDULE UM NG $GPPORT Gt9 W AewE EM ID PN 0.00E FRAME: 3%BS e'a' aWa• RIMBOLD KOARONG TTO RAFTER(END�LLE 2-Ba 310a excM1 eM dP BOOTH ( NAME°) 2.1 I }1Be eeN•M WALL FRAME: TOP PLATES AT INTERSECTIONS(PACE-NAILED) 4-13a S18a etjcinb STUD TO STUD(FAC—LED) 2-+Btl 2-18a 2K'o.c. HEADER TO HEADER(FACE NAILED) I Sd +Sd +8•—ebn9•ep•B NOTES: FLOOR FRAME: + JOIST TO SILL.TOP PLATE OR GIRDER(TOE.NAILED) 48tl 410E P•.j9iet NEWWINDOWS BLOCKING TO JOIST(TIDE-NAILED) zm a+m n•�e a • 3 x 2446 DOUBLE HUNG VINYL WINDOWS MIN U=.29 BLOCKING TO SILL OR TOP PLATE(TOE—LED) 318E 413E a atlt LEDGER TO BEAM OR GIRDER(FACENAILED) 11fia 416E aeN ldvl JOIST ON LEDGER TO BEAM(TO—LED) B-Ba 1190 09.Idp NEW DOORS RIM JOIST TO JOIST(END-NAILED) 11Ba aISd P•.IdM 4 x 2668 INTERIOR DOOR GENERAL NOTES: RIM JOIST TO SILL OR TOP PLATEQOE-HALED) t-+Ba S-+w • 1 x 2468 INTERIOR DOOR(BATHROOM) 1.USE"TYVEK"OR EQUIVALENT ON ROOF AND SIDEWALLS. ROOF SHEATHING: 1 z 1868 INTERIOR DOOR(CLOSET) 2.GUTTERS AND DOWNSPOUTS TO BE PROVIDED WHERE REQUIRED. —Pl_OD OR 1/1V OSB RAFTERS®1W O.C.OR LESS w 1. O'etlpe 0•fdtl 3.PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS. GABLE END-. OVERHANG 1—UCT.0UTLOOXERS) m +oe I S-•a9• B-T,•Itl 4.DOUBLE JOISTS BELOW ALL PARTITION WALLS. CEILING SHEATHING: S.VENT ATTIC SPACE TO MEET STATE CODE REQUIREMENTS. GYPSUM WALLBOARD Ee moI•n - r•tlp• I—. 6.ALL CONCRETE TO BE A MINIMUM OF 2800 PSI STRENGTH AT 30 DAYS. WALL SHEATHING: e11 7.OWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND PLYWro°D OR OSe w STUDS®z.•04.OR LESS m toe e••tle• +Y BNtl l CONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. —GYPSUM WALLBOARD Sa�RI•.n rmpe +m 9Me FLOOR SHEATHING'. PLYWOOD OR CGS 1.OR LESS 00 S•Mp• tY fMtl INSULATION NOTE: GREATER THAN I• toe IStl 8•rlpa B'flMtl FLOORS ABOVE UNHEATED AND BELOW HEATED SPACE-9"R-30 FIBERGLASS INSULATION OR BETTER. FLAT CEILINGS ABOVE HEATED AND BELOW UNHEATED SPACE-20"R47 FIBERGLASS INSULATION OR BETTER. EXTERIOR WALLS ABUTTING HEATED SPACE-5.5"R-21 FIBERGLASS INSULATION OR BETTER. EXISTING BASEMENT ENTRANCE E)BSTNGATTICACCEES /(INSULATE BEHIND) — \ I US STUD WALLS AND I I STORAGE SELOW IDBSTNG STAIRS TO E%ISTING 2W HALF WALL LATEO 2eee- b sn c TOBE zxe WALL 0 I I °E$NSU it I T � INSUTATEDATCORME "vI D9VN EXISTING TEMPERED GLASS d — e- - 2828 AWNING WINDOW uull aOBET_—. riI I v' H E. i. ISTAI �— B-0- B-11• B10•Y ES FIXRI G.T BATH — 2M5 off I Y —� CNEW2X0 STUDWALL IN ONTACTS TO E%ISTING �1 P.C.SLAB SOLE PLATE I1 n in CLOSET .I b I I I _� FEW 2838 _ G 2-2fifi8 iFT VANITY I i 1'-B• Z- y' e-Y a-tB' I Ira• I 1 B-r a• I 2A18 DM g § § EXISTING DROP N 9 e BONUS ROOM — i b STEELI-BEAM Ems.-G2X32-0'STUD f EXTENIll DORMER + I EXISTING 3-CAR GARAGE Ba• B° Ba• F w/REAR STORAGE BAY � � I NEW 2%a r YULE-WALL e TUD WALL TO —DH •iq` E INSULATED CEILING LINE S CEILING LINE I 1 EXISTING 3 \ OFT GOOR TO BE EXISTING 2%0 I INSULATED AND I Z TUD WALL SECURED FROM , + -- THE INTERIOR II I —1 24'a• a SECOND FLOOR PLAN -DORMER ADDITION FIRST FLOOR PLAN - INSULATED STAIR ENCLOSURE FLOOR PLANS GREYWING DESIGN DATE: DEC 202017 PROJECT:OUVER RESIDENCE 241 LITTLE ARNR ROAD.COTUIT,MA SCALE: 1/4°=1'-0° GARAGE/BARN RENOVATION 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 �� www. re in com 508 888-0886 O 2(It]Gleywitg Desipn SOB BBSO888 PROJECT NO: SHEET: OF2 10p• 74k% NER _ ` �4�`�° 70 y Y, e a ' RD ' 100• 41 . t TO RI V IBSSI OUP 40 0 W EDGE OF WETLAND R 86•Rlpq R D E S I G N TRACED FROM 1992 R/q/y 2pN / / 1 SITE PLAN £ ENGINEERING Locus & SURVEYING /'1' ti fro ^; / / \ NATURAL HERITAGE 3 5 ti 4� -3 Q ry 1 ) PRIORITY HABITAT / / ry / / , 2 t PH401 www.bssdesign.com BSS Design, Incorporated .700 184 Katharine Lee Bates Rd oo. I ., � ---' '� D �- �;;�. .,„�, Falmouth Massachusetts 02540 , GARAGE rn 33 °� pl.11 z� ..�, 508.540.8805 FAX 508,548.8313 0 p cp G A I PROPOSED o LOCUS M A P O / C FOUR I BEDROOM HOUSEZ l PROPOSED I'D/A. TOP OF x35. x35. 31.0' 200 PSI PE WA TER O FOUNDATION.• W /W SERVICE LOT 23 / 36.22f J / W 3 a�►� 75,150 SF / BLUESTONE -- N Q SrEPs / -- --X 4 (n (1 .73 ACRES) Eo�E �- DRI VEWA Y - W -J (n TOTAL �� / I U� N • / // C3 BARN g6' �. \ O 59,900 SF of x35. �3 w (1 .38 ACRES) ti � s� O � -17 UPLAND / 9� �''� REMOVE O\ w _ E /�' 'Id 1, / . EXIS77Nc Cj Q Q Q V W 1 REMOVE BARN rn o W 3 O Q m OVERHEAD / •-._.. i � � Q O EXISTIN HOUSE / f FLOOR EV: 37.4 I UTILITY LINES moo!_ \ (n N INSTALL NEW 1,500 GALLON - / 0 w ROOF AK: 57.0 SEPTIC TANK, D-BOX AND \ `-36 V Q / CELL A FLR: 28.8 / 0 CONNECT TO EX/STING SA.S.. 1 Q 2 p -� I 11 1,.. / ENSURE THAT ALL PIPES AND \ 0 ., Q W / REMOVE EXlS7TN6 11' W SEWER PIPES, 78 CONNECTIONS CONFORM TO fi, o N LL w r SEP77C TANK / 87 CURRENT TITLE STdNDARRSB- C� m -J ed AND D-BO . / - N I LLJ m a. Q a REMOVE EX/S77NG HOUSE, / d \ 37, C2 FILL THE HOLE, GRADE T f Z N WA7URAL' CONTOURS rWTH x35.7 ^ O F _J Z ' 6" LOAM, PLANT N ~ ` Z Z V) X W DROUGHT TOLERANT M' ` S 35 ?¢;�` �39 \ w r Q --� .FESCUE GRASS "'� \ ( - Q � m _ \ /N EXISTING 4 BEDROOM �' -� p Cq W M /CAPACITY SOIL ABSORPTION a. .. i '34 SYSTEM (SAS). TOP OF Z F- 35 36 g . . INFILTRATORS = 31.0t �a '38-� � O 7) Y 3 BASED ON 1992 PLAN BY o ' F P.M.P. ASSOCIATES. `� 0 J U w 0 �--- , � �--_ / Mob S 40- I Z 4�� f TO RI R O Wv / LiJ M W N 89 05 _ � o _- - z 0 J - CONTRACTOR MUST PER/FY a I � LOCA77ON & ELEVATIONS I OF EXIS.T/NG SAS AND REPORT SAID /NF ORMA 710N- I .... C I , FENE TO BSS DESIGN PR/OR TO J , START OF CONS7RUC770N _ ���. N to ��'A n .. LEGEND h, scale F FIRE hfDRf.NT :___�._, ,... .- TOP ELEV. 42.52 w ., PROPERTY LINE - _.,. � 1 - 20 FENCE _ date oHw OVERHEAD WIRES . .,. JUNE 5 2013 . drawn 32 EXISTING CONTOUR • s NOTES. EXISTING SEPTIC SYSTEM PIPE TJB 1. LOCUS IDENTIFICATION: Coi EXISTING UTILITY POLE HOUSE7 checked HOUSE No. 241 LITTLE RIVER ROAD [[ ASSESSORS No. 54 002 006 EXISTING FIRE HYDRANT INSTALL CONCRETE RISER AS REQUIRED To BRING COVERS LOT 23 LAND COURT PLAN 17287E WITHIN 6" OF FINISH GRADE fob number 2. LOCUS IS WITHIN: - 12305 COTUIT FIRE DISTRICT EXISTING STRUCTURES T.O.F. 36.2 35.5 EXISTING GRADE 35.4 ZONING DISTRICT. RF TO BE REMOVED 36.s PROPOSED GRADE 37f 38f revisions FLOOD ZONE: C (PROPOSED) - BUILDING .CODE WIND EXPOSURE CATEGORY.• B PROPOSED PIPE 32.2 FIRST 2' SHALL PVCBE SET LEVEL AQUIFER PROTECTION OVERLAY DISTRICT STRUCTURES " & FITTINGS /4 per RESOURCE PROTECTION OVERLAY DISTRICT foot min. 3 " 30.4 31.0t NATURAL HERITAGE PRIORITY HABITAT PH401 " -1- 1 4 M • • -H •r�� .•:.4•;a•z •;••� 7••••,� •�„Y• 4 / Per ft. min. » "..:.: �.�:':". •.. a.�j:• .•.!. =..a -•rp: PVC PIPELIQUID LEVEL 6 1 4 a +•, z ;r,.„; .;. ,_•,.`' 'r.".:.:."•�y»"rx.... .�:��ti^,,.��.�..,;.ct (PARTIALLY) " " / per ft. min. 3. LOCUS IS WITHIN: a�, : FOUNDATION �o l4 O ND-Z _ H T_ 31.1 WIND-BORNE DEBRIS REGION ,. { --� 3"I 4' T 30.6 SLAB EL: 28.7 ZONE II OF A PUBLIC WATER SUPPLY (PROPOSED) G.B. 30.90 30.5 :� �� � -'. 4. LOT. COVERAGE BY STRUCTURES. �,� „ ,� � � 31.40 EXISTING: 1,587 SF 2.65% T "�` EXISTING SOIL ABSORPTION SYSTEM PROPOSED: 3,619 SF 6.04% n I r 11 10.5' 11. 20" J TRENCH OF 6 INFILTRATOR CHAMBERS WITH 5. ELEVATIONS ARE FROM ON-THE-GROUND SURVEY s 3 2' OF STONE ALL AROUND (SHOWN ON 1992 BASED ON BARNSTABLE GIS MAP f NAVD 88 _° �L _cN SEPTIC TANK DISTRIBUTION BOX PLAN BY P.M.P. ASSOCIATES ( � X ) CONTRACTOR 6. SEPTIC SYSTEM WAS DRAWN AS OUR DB3 - HID MUST VERIFY LOCATION AND DEPTH OF S.A.S. - USE 1,500 GALLON TIC TANK H10 BEFORE INSTALLING ANY NEW COMPONENTS. INTERPRETATION OF 1992 DESIGN PLAN, PRECAST SEPTIC TAN AS-BUILT SKETCH BY INSTALLER AND 2012 AS BUILT SKETCH. SUBSURFACE SEWAGE DISPOSAL SYSTEM drawing number NOT TO SCALE B21 -24 ""0 % w 7 TP ' T � PJT� CP55 OMED 0RTUM) /V/4/1 SE 7- bV 10" W)/tt7;F 69K BY �m.Pg A tq PULT ­ e/27 cy a �C-X.1.5 7"rov 6- co WITNESS I)L*4 r4 I 1�1. C-0 colvro SOIL DESCR N ELEV. DEPTH IPTIO o 7,155.5 7 qO4,5 co 7UI T ID T 7 Q�b N *40 86 081*w 5 TO 411 0 0 5TAKE Oro + L 4 000 0 JOB ;;z b 0) 7' 0 10( co 50TTot-^ S N E RAL �,'N 0' T E S ECI ICATION' GE ' S P 1, THE,� COMPLETE �SEPTIC SYSTEM SHALL 13E CONSTRUCTED )N ACCORDANCE:,WITH" THE LATEST REQUIREMENTS F 5.00 THE ,.STATE ENVIRONMENTAL CODE,,,.TITLt sAL��,' MINIMUM ,�,REQUIR,EMENTS TOIR, THE SUBSURFACE �,�D.ISPP SANITARY �SEWAGE :AND IN iACCORDANCE WITH !GROUNDWAT ?4 0�4 p�yf tR ELEY LATEST',LOCAL, :MUN10PAL -AND ,REGIONAL iREQUIREMENTS.� LEDGE / .,REFUSAL ELEV cl 0,/ PERCOLATION RATE � 'SOLID.-WALL PIPE AND PITTINGS TO BE SCHEDULrr­35 7A tHLORIDE ,') MANUFACTURED 'IN CONFORMANCE ;,-- 'POLYVINYL, -ST PIT: WITH THE LATEST REQUIREMENTS OF ASTM .3034 WITW TE SOLVENT..'.WELDED JOINTS$' UNLESS OTHERWISE �REQUIRED.'BY: Mi 8 /2 7/12 87 WITNESS: ONCRETET p S R op SEPTIC :TANK � TO' BE A PRECA T b F6RCED C 5 MKS STRUCTURE '.( 4000 PSI :',AFTER ''28 DAYS YITH SUITABLt ELEV. DEPTH SOIL 'DESCRIPTJON -ro F SET m e-4 //0'#/- ACCESS,�COVERS AND PIPE -PENETRATION KNOCKOUITS. ;� 9 7'06 Joy --�20 WHEEL LOADING TANK,iTO :'BE !�, sapi HEAVY DUTY HS p OF SIRKE La USED UNLESS 0 TH ERWISE , N OTED. c� �2w co 0 W- 04 2 0 4. DISTRIBUTION BOX -TO �"BE kPRA ITH A. f BAFFLE:. AND . SUFFICIENT PIPE , PENETRATION KNOCKOUTS. Pq o 1 1 9 .1, 1 0 I FuruRC, I -rut T co RED,-"SHALL BE 5.- CAST IRON FRAME & COVER, WHEN REQUI Poo: oat -7----------�-MEDIUM­OR MEA.VY, DUTY, AS) REQUIRED. IZ 9 p-2. PERFORATED PIPE 'S HALL ' BE SCHEDULE 40 6. VC i-ASTM. D1785 WITH 4 ROWS OF INCH HOLES. L 7 WASHED. STONE TO CONFORM "WITH LOCAL AND TITLE 5 10 REQUIREMENTS. 463.00' Ir 0 7- 4 1"E �) , 113 8' FOR SYSTEMS DESIGNED O 'BE CONSTRUCTED WHOLLY OR 5ET S89*05'53*E ?Q-5 ',"PARTIALLY -IN ,� FILL, ''SECTION 15.02(17) 'OF TITLE .5 ALL� ­ c SH APPLY. TO iM Nolr-r: mg-rcH �qnrviqmi, 9. THE ,DESIGN -INTENT IS, EET THE�.STATEL AND OTHER 6RA Da <D VeR CON 07' 22, APPLICABLE REQUIREMENTS. . THE-PREPARATION OF THIS om c :rtq F:I L.Tptn 7,0,q 0 -SYSTEM WILL BE 'PLAN DOES NOT GUARANTEE THAT THE , loco -PLAN HIS GU ARANTEE THE OPE 9 RATION: OF :THE SYSTEM. 5 o0tv a-T WA -113) die rem <'wg J ------ >1 WSrllqAID /,�l 1.5'0 cr ESI GN CALCU LATIO N S p 7q 138 c T>.P> 110 'GPD DESIGN FLOW -4 BEDROOMS GPD GPD i3ev A6-51A 140 V.SL �ADD . 50%1'�,( GRINDER 1560 FZ60m = , GPD' GPD LT GPD L E. TOTAL litSIGN FLOW PE C ' G GROUNDWATER ELEV N 014r U TANK DESIGN FLOW' X 0 '7- LEDGE / REF SAL ELEV r40MF - . ­1 1 11 45700 SEPTIC ',TANK: AL PERCOLATION RATE MPI PLAN 'REFERENCE: _IS SIZE 5 X 7 THIS PLAN NOT-INTENDED INFILTRATOR ZONING DISTRICT ** .1 - �* r ' " MPI MPI DESIGN �.RATE Y S T EM P LA N . LOT -LINES ,� ­ RF. TO ESTABLISH PROPERTY PERC RATE GPD SUBDIVISION PLAN OF LAND IN BARNSTABLE ' .��OR ,OWNERSHIP OF9 LAND. SIDE 69 , SF X 2.5 G/SF 36 �AC, UPLAND 1 ACRE UPLAND .:.' ? q 0 -9 0 G/SF GPD SCALE: 1 20" BOTTOM 2 sr x 1:o EAGLE SURVEYING '& ENGINEERING INC. JUNE 21 989 0.37 AC WET 30 fRONT ,YARD .,, TOTAL. 62 GPD THIS "PLAN IS NOT T 9 0 13E REC 15 . SIDE YARD GPD ., (SEE LAND REGISTRATION OFFICE # 17287) . 1 *73 AC TOTAL 'SIZE'r 'MIN 'FLOW ORDED MIN. , SECtl 5' REAR ARD , NOTE: T.O.F. EL� N. GRAD� INSTALLER TO REM SYSTE 24" C.I. FRAME COVER+ S EP T DES I G N FIN. GRADE TOPSOIL, SUBSOIL &-,UNSUITABLE FIN. GRADE­±0—B-6+/- FIN. GRADE..///- SOILS FOR A __q_FT.r� DISTANCE FOR ; FIN GRADE AROUND THE INFILTRATOR SYSTEM I P E I v THEREMOVED CCLATION LOT r 3 ( 2 -L6 4*0 L. 26 24' MIN4 TOP OF STONE ELr 10-5.3 :1 Z 'MIN r Y/X '30' SOILS AS DIRECTED IN DES r IG N9 TOP,OF STONE EL.1-015- INFILTRATOR ' EL.-I 5 X 4*0 L 5 NOTE 8. LITTLE ROAD 4-RO L--­4—jFT- S (MIN) r fLOW UNE S=�_0-1—FT/FT., 2 -VM FM 21 TOP OF INFILTRATOR EL. 12* MIN V. N07' PIPE IN 2w LAYER LDG- IN 10 6.3 12* V. to COTUIT /8* 1 1/2"o FOR Tq TOIR CL WASHED STONE � ASEMENT FLOOR EL 1024/ FT. PROVIDED F INFILTRATO SEC TI ON-S V* LAYER '10 q.0 0 BOTTOM 0 STEVEN ,GOULI) -.-. - b.0 INLET EL 10 5-80 co U CR. STONE PROVIDAC'INLET a LAI TO 1 1/2- 8Z HUMMOCK LANEi 3/4 10A�.er 2 ------ FILTRATOR EL -N 6 7/-/ 2zs FT .83 do SEE REGULATIONS Io4 LONG EN7'IRE /E 02635 � OU= a_ BOTTOM OF IN WASHED 2.08 FT STONE COTUIT , MA OR �.SFCTIONS Or -TN F1 L TR#q 7 4/.5 FT Jim, + PROVIDE 2 C.I. F & C r LAYM M STWE 7 FT y P WHEN FLOW > 2000 GPD REPARED � BY: OUTLET EL 130 X 4 FT IN FT� MIN I I . 1 9 1 I: 1 9 1 P .�`M . p S AS SO ATE E C TlO N C S 1 N FI T9 R AT OR ATER MA SEPTIC , TANK 76 ASHLEY '.�DR '� E BRID EW ' .8 12q/,q a P SC DATE: NOT TO SCALE ALE AS MTED q MAX GROUNDWATER EL ROJECT NO. A043. INFILTRAT OR 00 SYSTEM : P RO Fl LE NOT, TO SCALE MAX. GROUNDWATER EL Nct4L ,Foom