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HomeMy WebLinkAbout0025 OYSTER WAY - Health 20 OYSTER WAY OSTERVILLE A= 072 38 001 I j i TOWN OF BARNSTABLE LOCATION •o� S' SEWAGE# VILLAGE uS��Lj L�, ASSESSOR VS MAP&PARCEL �3 IN9T*ttrk'S NAME&PHONE NO.S?N=.ec9�� �`' GeZ�'��`� �Og' SEPTIC ANKCAPACITY ° LEACHING FACILITY: (type)C®CNC.,r-d-C'G (2&,�,4§ze) (Q'cqo X ci 3 rL NO.OF BEDROOMS -4 �® �® ��� Ud�v�•S OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) r Feet FURNISHED BY �V , _::K, .N5 7(D 0 v3 r ► 3 r , eat\ 1 .. Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments =s 'M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner' Owner's Name .._maj y information is Osterville -" required for every Ma 02655 4-1-17 page. City/Town 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. Important:When A. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Brett Hickey use the return Name of Inspector key. B&B Excavation Q Company Name 374 Route 130 Company Address Sandwich Ma 02563 City/Town State Zip Code (508)477-0653 S113747 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 4-1-17 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 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: System was in working order at time of inspection. Dwelling has a garbage grinder that the system was designed to accommodate. 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 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Y ❑ 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): .r ❑ 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I Commonwealth of Massachusetts Y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. CitylTown 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: • 1 **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 'h day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts F Title i Inspection te50ffi cat s ecton Form p Subsurface Sewage Disposal System Form - Not for Voluntary Assessments G7N 25 Oyster Way Property Address- Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) ' Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments" 4M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. City/Town 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 ® El 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): 5 Number of bedrooms (Actual) _4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 2 r 5 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d See below 9 ( Y 9 (gp ))� Detail: 2015-425,000gallons 2016- 305,000gallons Sump pump? ❑ Yes ® No Last date of occupancy: Seasonal usage Date Commercial/Industrial Flow Conditions: Type of Establishment: NA 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 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. Cityfrown 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: Date of last pump unknown 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): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. CitylTown State Zip Code Date of Inspection D. System Information(cont.) Approximate age of all components, date installed (if known) and source of information: May-7-1999 Were sewage odors detected when arriving at the site? ❑ Yes E No Building Sewer(locate on site plan): Depth below grade: 1'6" feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: Town waterfeet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1 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 4 Dimensions: 2000gallon (2 compartment) Sludge depth: 2 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. Cityrrown 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 34" Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 16" 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.): Tank was in working order at time of inspection with liquid level equal to outlet invert. Tank is not in need of pumping at this time but should be pumped every two years for maintenance. Grease Trap (locate on site plan): Depth below grade: NA 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 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: NA 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 25 Oyster Way M Property Address Christina &Thomas O'Donnell Owner Owner's Name information is Osterville Ma 02655 4-1-17 required for every 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 11 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D-box is in working order at time of inspection with liquid level equal to outlet invert. D-box did not show signs of back up or carry over. 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.): NA * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments q,M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is Osterville Ma 02655 4-1-17 required for every - page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: (10) 500gallonschambers12'x93' ❑ 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 was in working order at time of inspection with no sign of hydraulic failure. Leaching was dry when inspected. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration NA 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 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 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): Materials of construction: NA 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 f - Commonwealth of Massachusetts W Title 5 Official Inspection Form G Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 25 Oyster Way Y Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 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 1 FROND' GARAGE A f-!74 E1- 19` �..' 62 : Molt " rM ................. 7_0 N R".]U3 1 ; j ............ t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments M 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 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: No GW 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: May 7 1999 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: Plan on file with BOH. 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 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 25 Oyster Way Property Address Christina &Thomas O'Donnell Owner Owner's Name information is required for every Osterville Ma 02655 4-1-17 page. City/Town '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 t 0 3 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form copy Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,. 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27, 2013 required for every P page. City/Town 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. Important:When p filling out forms A. General Information , on the computer, use only the tab 1. Inspector: key to move your �I cursor-do not Patrick T. Sullivan use the return key. Name of Inspector Ready Rooter Excavating my Company Name P.O. Box 89 Company Address Forestdale MA 02644 City/Town State Zip Code 508-888-6055 SI 12843 Telephone Number License Number B. Certification r 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 October 9, 2013 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 Titj0ffiln�'; coon Fonn:Subsurface Sewage Aitem•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27, 2013 required for every p page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old' or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. 'A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is September 27, 2013 Osterville MA 02655 Se required for every p page. CitylTown 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 !Sins•3/13 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 25 Oyster Way UV - Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every __p , 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 99 P ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/z day flow t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts T Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every p page. CityrTown 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 pipes . Number of times pumped: O P p ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® AnY Portion of a cesspool or privy is within 50feet of a pri vate 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•3/13 Title 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27, 2013 required for every p page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate yes or as to eachthe 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): 5 sposal Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 750+GPD t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17, Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every P page. Cityrrown State Zip Code Date of Inspection D. System Information Description: System designed with 50% added leach field capacity for garbage disposal. Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2011= 857 GPD 9 ( Y 9 (gP )) 2012= 728 GPD" Detail: "Water usage high during summer months due to irrigation. Sump pump? ❑ Yes ® No Last date of occupancy: Date Summer 2013 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: 15ins-3/13 Title 5 Official Inspection Form:Subsurtace Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every P page. Citylrown 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: No records found 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): t.5ins•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 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every P page. Citylrown 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 06/29/1999. Certificate of Compliance on file at Health Dept. 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. n/a feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1 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: 12'2"X 6'8"X 67' 2000 gal 2 comp. H-20 Sludge depth: 3 11 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every p , 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 36" Scum thickness 3"at inlet 1"at outlet Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? Tie measure and dip tube. Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Inlet and outlet PVC tees in place. Liquid levels at outlet inverts. Second compartment has no solids. Recommend maintenace pumping within 1 year. Metal ring and covers to grade under stone driveway. 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 UVSubsurface Sewage Disposal System Form -Not for Voluntary Assessments . 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27, 2013 required for every p page. Cityrrown 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 fiberglasspolyethylene other(explain): ❑ ❑ ❑ 9 ❑ ❑ 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 • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments < 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is required for eve Osterville MA 02655 4 every September 27, 2013 Ci page. ty !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.): One inlet, four outlets. Equal flow. No sign of high water staining over outlet inverts. D-Box is H-20 with metal ring and cover to grade under stone driveway. 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.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3113 Title 5 Official Insp ection 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 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every p , page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 10-500 gal ea.w/4'of stone. ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system T e/name of technology: 9Y: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Camera used to locate and inspect chambers. Dry at time of inspection. High water staining 2"above base of unit. Clean stone visible through side walls. No sign of past hydraulic failure. 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System form-Not for Voluntary Assessments r 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is Osterville MA 02655 September 27 2013 required for every P 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): 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 25 Oyster Way Property Address John Cunningham Owner Owner's Nam information is dredfor every Osterville MA 02655 September 27,2013 o page. Cityrrown State Zip Code Date of inspection D. System Information (cunt.) 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 r 1 G t5Um-W3 TWO 5 Ofkad bt Vecbm Fatrrc Stbuface Sewage Syshmn-page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Oyster Way Property Address John Cunningham Owner Owner's Name information is OSterville required for every MA 02655 September 27, 2013 page. Cltyrrown 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: 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 Ian reviewed: 02/14/1991 g p 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: www.terraserver.com ma.water.usgs.gov You must describe how you established the high ground water elevation: Test hole in 1991 found no ground water at 12' below grade. Adjusted ground water at elv=5, base of SAS at elv= 12 per engineered plans. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Oyster Way 1W - Property Address John Cunningham Owner Owners Name information is required for every Osterville MA 02655 September 27, 2013 page. Cityfrown 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 I t5ins•3113 Title 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LO m 0 INSTALLER'S NAME&PHONE NO. y t Lc cot SEPTIC TANK CAPACITY I,00- -Cz-) LEACHING FACIL=: (type) l0 - SUo �� f.l� (size) /Z- `) X J NO.OF BEDROOMS . BUILDEROK� CvIr-V- PERMITDATE: LqZCOMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) �tL Feet Edge of Wetland and Leaching Facility(If any wetlands exist _ within 300 feet of kaching fality� ¢ Feet Furnished by cry `�- I 3q��v Sr S Q r No. a� ; Fee k Vo -O THE COMMONWEALTH OF MASSAC U TT Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNST ES IV SSACHUSETTS 01pprication for Migogar *p5tem Cou5truction 3permit Application for a Permit to Construct( 1V Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 40-is T�iL\C.I ky Owner's N me,Address and Tel.No. �b try C.c rjojtoJ6 bt�•tn� 42A�- Assessor's Map/Parcel 72 / 2, oo 1 tfp Sow QLGE GSIC M tk%W';% 05`5V_V 1(..LG Installer's Name,Address d Tel.No. Q Designer's Name,Address and Tel.No. TeC S0 vAw U�kNa6tA3Ec—=V_tfJ6 \NC Type of Building: Dwelling No.of Bedrooms `J Lot Size 0 94 Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S 6-0 gallons per day. Calculated daily flow 6 5-0 gallons. Plan Date MAQZt-t Z6, 19 Number of sheets Revision D to d /30b Title I i' LPTvQ LOT-2G0 0115 1p_ \IJ rA� ©YS i�2 � Size of Septic Tank Type of S.A.S. Description of Soil ©-Z Lc kwc t cSQ rit,.60 1 C. ( A *J6 ) Z' 12 L IM oao _X b W P,i E-p E&CZ 0 to tom- U71D Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th' and of He 1 h. Signed - Date g 1319 i Application Approved by Date Application Disapproved for the following reasons ` Permit No. r Date Issued s ~ 4 j' No. ^�� Entered in computer: ;THE COMMONWEALTH OF MASSAC US TTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNST B ES MASSACHUSETTS ZIPPrication for Moon[ *pztem Construction permit Application for a Permit to Construct( YQ Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 240 ©'(5 T—IZ�F!Y Owner's Name,Address and Tel.No. 4 Za— t . . 06�2�-1 .¢ov-s m`e �o"i u CvrvvjtnvG RA C Assessor'sMap/Parcel -71 l �$_�j ( e, uG Vott,U A�6G-2-�SQ MA Yj' i Installer's Name,Address d Tel.No. ® Designer's Name,Address and Tel.No. 4 2Z_3344 �-• - Su�.�.tv��� ����a?�rVG lt�c _ Type of Building: Dwelling No.of Bedrooms 5 Lot Size �4 A`• ta. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria'( ) Other Fixtures Design Flow sb� gallons per day. Calculated daily flow S gallons. Plan Date, MAC a 19!)S Number of sheets , .,A' Revision D to 4 /30/91b, Title S► —E 11L^,,O LciT 2-G0 01qS CC�_ VJA C)YS i Z 2 f eoiz �L Size of Septic Tank Type of S.A.S. ` Description of Soil O -2 Z' — 1 2 C-L EaAs�--t tM e c) SPA .n p C l a w T� C tic o c�N T> L�O -Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: ., Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system yin accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this-& and of He 1 h. Signed ��� Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued � 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of compliance THIS IS TO_C- FY, that the On-site ewage is System Constructed(t )Repaired( )Upgraded( ) Abandoned( )by � � ``> at '?i' S \,kjAy v has been construe eAe. m accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. tr 4. dated �,7 Installer Designer A C The issuance of this perrt n b• ce ed as a guazantee that the sl mm will function a esigne i Date Inspector, � 'J%' - v d A/f� � r •y ———————————————— —————————— No. "'. � � Fee 1 QZY Co THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1wisspool *proem Construction Permit Permission is hereby granted to Construct( )Repair( )UpgAdde.�( )Abandon System located at �/?'S �AZT/ V`f S l F- s and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thi a t. Date: �" ��'" Approved b TOWN OF BARNSTABLE LOCATION a-�5- Gist--,r (WO.." `1-11" 1 ..Lai SEWAGE # VILLAGE ASSESSOR'S MAP & LO n6� INSTALLER'S NAME&PHONE NO. 001 SEPTIC TANK CAPACITY Z,0g)T-, LEACHING FACILITY: (type) /0 (size) NO. OF BEDROOMS BUII.DER OX��_, Cv PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist _ within 300 feet of aching fa di Feet Furnished by o . � " 1 { EMI59N6 Nr7ME f0 7EN•AIN - -aara-I ctr/n wsei e+evns 8' .. B _ �v NEW Si/XAI,F = I I I I I EX ansEr ' i I I I as:'^2 eG•2 III I — 12PIN �rr�ro nKE rsnapv P 51 12 SfAIP NO(E5- - - 9)°"Mai Mk:•.INCLIGCi:2) - I �I ® _ if fl - 31/2' CRGNM — e _- NeW 5fRA.E I I - - IVIAfCN P ILK RAKE BOAR PAAfCN-5TLCCO EXTERIOR -- - -- -- NEW SECOND FLOOD FLEVA90N q z-roan. ax. kOLIGN CEILING NEIGNf I I . a _ NEW 5foR u"E �l I I p z rvcon NEW Z".i 6"C�I6"o.c.E%TE- - - - fOP of POIINDAfION TON OF NEW FOUNJAfION - ---,F- m'T'�_ -———-- —— a' e' 6MfLH 511K00 ON EXTERIOP fOP Of NEW STORAGE(GARAGE)5LAL ——— — ——— - —— —,—— APPROX.G,RADE . NEW FROST WELLS. SEE FOLBNI7ATION PLAN ` BACKNU AND COA•VACT F11;f FLOOR PLAN 1B, ———- ——— -TOP OF FOOTING for OF NEW FOOTING - - - - - -— ——— GOffOM aF00TIW 60f10M OF NEW FOOTING -A———— wrrnm of nrro m ani E.t.R.FCNNGAfION BEYOND Py7OPO`F_D LEFf EMTEPIOPELEVANMI - MV1510N fABLE SCN.E: 17AiE: SNEEf: NUMBER DA1E MAWN6Y: REVI`.ED BY DESCRIP110N E.f•E• i'I?OJECf: ppOpOSEt7 F.00p pI.ANS ECKSTROM HOME DESIGNS A 2 FE II/19/18 CNECK P PY:Eft. 25 OY5tE WAY,O%EVII.I.E ANP EX OIR ELEVATION 1 " N...2.1--. ""--` - TNET AFCHITC11PA PLAN5,12P.AWIN65.PE-%N5,9PECFICATlON5ANG OTFER ARR"Erd'EN5 ON TN1551fEf APE AND`I+ALL M10AN TIC PROMMOF ECK5W.O.V;HONT"6N5.NO PART TI-EkEOF 9KW MCOPIED,015CL05E0 fO OTNER5 OR USED IN CONNCCfloN WITH ANY WOM OR PRO.ECf,01NER hWJ Of SPECIFIED PROJECT FOR WNICH 11 EYKAVE MEN PRE7A9P AMP DEVELOPED,WITNONf hE EXPM55 KNON•LEDGE ANG 4VMMN CON5ENf OF ECK51VOT•A 110,14E 9516iN5. AlwCH 511lCCO UgklOK --- - IVXCH 5flrCO EXVIOV IT TOP OF FOUNDAr10N -———_ ------ - - ---- ----- ---_--._ __. ..... -: - - � I - - fOP OF FOINDATION AWROX.GRA77E - - N'PPDX,GRADE - NEW FRO5f WALL5: NEW FPOSf WALLS. _ %E FOUNDATION PLAN 5EE FOLIN9MON PLAN foil Of FOOTING-———#— E.f.R.FOUNCIMON ES.P.FOUNDATION — -for OF FOOLING WffOM OF FOOTING-———#— - —#-T30ffOM OF FOOTING pR0p0 0 FPONf EXTERIOR ELEVA110N - PP0p05F0 kF.AP FXfUlOr EI.FVA ON _ EEf: SCPLE: DATA MAN oN fAIXE DFAWN DY:E.f.E. PPOJECf: KlreS P DATE PEVI5ED PY IPE5CF1"ON ppOpOS�n�LFVA 1ONS ECKSTROM HOME DESIGNS A 3I l II/19/18 CHECKED 6Y:�,f,E 25 OY59P WAY,05VVII.I-E fHr%AR.CHITECTlm PLAN5,DP.AMNG5,DESI6N5,5PECIFICAf10N5 MO AND 51AL REMNN 4C PROPERTY OF ECK5VO:V HOME 12E96N5.NO PAP.f fi UTOF SHALL 9 COPIED,015CLO5E0 fOOMEPS oR U5ED IN CONNECTION WITH ANY W02K OR FPO-ECf,OTHER MAN THE SPECIFIED PRO.ECf FOR WHICH TREY HAVE PEEN MFAkED AND DEVELOPED,1MfH011f flf EXPKr55 KNOWLFPC,E AND WRITTEN CON5Mf OF ECK5TPOIA NONE 26GN5. } r i I -3q ­7 } a 0 �' I d i I AT 57 (� ;s V Is Ht� I J" t i Top of State Bank {` Elev. 12 9.0 e G _ P b� C, ° C� o Approx. Limit _ - i of Conservation Jurisdiction 0 \ /. NV. J QQ30. j 01 11 0 "Ok RO 1 DTI N` I s;u I � \17.7' . ce 1 /DH 6` \ r' I j Septic as per t i I �. I V L_ nnl j I II Tie Card O #25 I I Gravel Drive 22 Sty yy/f 1�yj sill D welling 17.86' L=16. R=910.00 \ o \ \ \ \ I Existing I I s �\ '•, �../j\ \ �N Terrace Approx. l \\ \ I El. 17.1 1 � I Approx. Limit of Conservation0 6'/ \ 16 Jurisdiction — STRATOU-' ram$ =.RESIDENCE y `"�x I F r1 I I I ILJ 1 I LIJ L j r 1 — r, — \ ♦\ �� —� / r\ #, I I I r 'i LJ LJ \ / /�—�`�J / / / GENERAL NOTES: LIIJ I J LJ LJ LJ L� / 7 / I I I L I r� / I LL tJ LIJ LJr C� L J LJ LJ LJ LIJ / I L I I / I � I I I ---- rl"l �� f� G� r---J I -, r------------------i ---J L--J r---------------� IL I I I 1--1 I I �- J-� LJ L ` EXISTING BASEMENT/FOUNDATION PLAN SCALE:1/8'=1'-O' 1 NICHOLAEFF ARCHITECTURE+DESIGN ` - 891 Main Street OsteMlle,MA 02555 T 50B 4205298 F 508 420 2240 nichola.ff—rn I oa MAB�B�OROOMi \\ I I I I I I / I /L--_—__J, I I I I I I I I I I IFTA oo M PROJECT NUMBER: uvm 40ool� I I I I I Iamaao I I I I I I I I I I IsrrrhG DRAWN BY:cv,AM waowm 'S / s I I I I I I I I SCREEh voRa SCALE:AS NOTED / I -17 DATE:JUNE B,2017 MASTER BATH . I 49 LER' Y KRCitF]'I as II jllj o© jll� �II� �I I © I i t HALL I I _ I I I ...... MALL I�_——�1 I�--�raven ----y � �' 1�=--t�J ,22 ———T---1 I TER /�• I a /I — —yq C owDE OS M ob I °I I uRown ITLE�1`� kk EXISTING FIRST�FL#OOR PLAf 224CK 1 . 1 EX EXISTING FIRST FLOOR PLAN SCALE:1/e'=1'-0' 11 2 PLAN , I �i a��erUill� II 231-20t 2 BALCONY / 11ASOVe j HIGH "a. _ yr LOW C•L4 O II 10 , FUTURI~ � STUDIO- I I L I -�• =-- - f 10 /// w / PLAN .. '•. .`fit... -'P Y 'd... '!, s . .-a...'-. -. y� w._. erg U-) I 1 t _ { i TERRACE TERRACE � 4 y• MASTER I BEDROOM I � � � �TYp. BrEAKFAST/ O rroe `t ti � GREAT *t, ^� tX77 I I I %I1;f NG PORCI4 BA MAST I LN �` [JKITCH.EN i f — ( GALLEiRY ? + FOYER I ll F ,� LAYCLOSETup CLOSETUNDRY�/�` / n h- GARAGE f .... r �� —109 di , 0 L • ' . 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I. . . ... .,.. .. : ,.. ._ .. .. . . . EXIST. Ex16G. Exw. • . , i . . REDCEXAR .. - ROOF ATEK FASCIA a EasT. BEDROOM .: . �. .. .. : 4 ODMRECESSED. ExIST. - .. RExj NO `. (s) . -: .. LNiM.FlxT1RE8. , ... .I .. TCH' . . ¢ REMOD: ., w . ,. . GLASSENCIOSURE W - 6 BATH. ": ,.' .'. aDOO.ATSNOWERS A2E1(TRM MATCH,. v .. 3 - ... - .. * ---------------------------- '.e� --- _ .. .. _ .. .vERIry ALL RuwIO DETa T. : ---- La . FANNOHT ♦♦ 1 ,.:-. - &MFR.1WONMER.TXISRAJUNo U . VENT TO. ♦ I " STUCCO FINISH :SXO'MIiORAP1ACEHOIOFA . . OUTSIDE I :. EXPANDED :., _ MATCH COLOR .. . --- ROOF . - ., ..' - ---- . . - SECOND FLGDH . DECK. suaFLooR: . .:;. al`ED• �: !. Dx, (1N4MAXOOMlV -- .. - . - DECKING .. :. - _, � TOPOF RATE .,:...FIXTURE b _ - ..FASCIr1a ROOF DECKTO . R)RECEeeE0 : " I: FELLAARCXRECT SERIES - �MATH:EXISTING -%II��:....,..�..Ii:1.- ,I�-.:I.I"�.I�,I�-�I�.I1�.I-..�..I..I�I,:.I.�..I.,I,.I..I I...I-.�.1.1...CI-..;%,.�...I.I OI....I-.,.,....-�...��.L�-��I..:......��OI...I.l.611I.:-�,R,I.I�.,�IL�".l�I�...,.,...1II�I.I I[..,.I..I��I�.:.]...,1�t.I...:.-..�'-1-�,I�I.1..:.I..I.'.,.-II..I...���:..-�I I..j�:I.,:II-II.-I.�...'I�I l.I.II.-I1 I1I.��II.,�...I�--,I I II..I.I.�.��.--.. . - E -gUGHf FIXTURES ;' TO•zTd FRENCH DOOR. .-. ..'....I�...1�1.��'.I�,1.1.I:I.1.-�.1 I-.,I-I...1"I-.....��.I.II:��I'.I..."�1�.�I.I�.�-�'.1..:%..�-I1.I..-1��:I.1:-1...-�,,1.I..I-�..1...1,.,.1��I-II�1l,.....�.�I.11.�I.1.�"'I-.I.'-.;�.I.MI�.'.�,�I A-.-,�I�I I..�'A.I,t..".I��I.I t.1.�T"I:.��...I-I.I'.".1�-C7-.I.I I.%�I:,..H:�:..�I'I 1I.1..-�..-.I I 1 I,.I nP.er -;NI-�--....:,::I..I II"I.:.,..I�.-I.;,.�I I.���-.-II...�%.pI-...�I�- �..,.....,.I�.'.,�-..-���..I.I,I.,.;I. EW '. .- I -' >7 .:VERIFY RNUNO MFR. © b ..a DTaIHVMOWMER .. BEDROOM. "© © NEW Fl°TxoR'e"T '§ (CARPEL) FIRST FLOOR 6 I GAMEROOM '` n . - SIIRTaN CD DETA - : (CARPET) .. - VERIFY ALL DETaLe. eCONSE Ea1� I ma SLOPED N - .. (B)RECESBED I 17d ., - _ UGHTFURURES - - . .. - _ :4'„ I - : L�XiNfECFlX�7VRF9 ' - ,..: . : , •.. .. - RIGHT ELEVATION --------------------- ; . .' ACCESS I 1 1 I P I 1 . 1 1.. ACCESS_ _ _ . . . I I . _ 1'1 .. PANEL . I I I 1 1,1 . PEW PEW ESE ` ... .. 6 .. 26(7 2B(l - b 250 2SCT' .. - - CASEM CASEMENT CASEM CASEMENT - - - - .. I. . .. .- :. :. z-1I yr r-4 7-11 Iw _ z.1 12' r9 81112• `.. ..: (NEWHIP DORMER). (NEW HIP DORMER)'- - .L....I .I�I I..I�.L.�I...I.I IL�I.1.L-.I L.I L.II.��I.I-..II I:I�I.I..I I�..I LI.....I I I II.�...�1.II�.I.�.IIIIL....I�LI�..I I.1I....��..�..I�.1.�I 1�I..I1 I..-...L I.1..II....IjI."..-.1 I.�..I,I�II-,.....LI�.�..I III 1�..I,.I..-I.1�I I.L....�I..I.�.�I...L.I.I.L1'I I.'I..I:-.1..I.�..I L 11 I�.....I�....1 II.�."I.I:�.1 1.II.�I..�I..I..I�.�I I�I.II I.�.�.II I.���.I�.�.�......I�I.I�.III L..I��I�.I..II-.�I IL I I:.I�...II-�....-.II..I..,,1 1�...��..�.�.�....l.1..�.I..I..'1.....�..,-I.I�,-�1.��-.I.�.I.....�I IL...�...I�I III.�.I�.�..:1I..I...1 II�I.I..I.�1�II�.I.I 1�:.II..1 I I...IL.�1...I..I-..I.�I.�.,�1�.,1...I..I-.�.I II�....1I I.I�I I.I..iI.'.I.1 1.�I...�.,�..I 1..�..I..I...,.�I.:..�-..I 1.I.'1�11I I.I�.-I.�1 I.II...I-I...I I I.I-'I.I..'j I.�.-=�:..I.-.I�I.�..-L.-.I�I I 1II.I.I.,1.�L1�I..III 1..�..1 I.I.I II.�II1,-.I I..I 1.1.,I.....L.�II.II'..I I.I�..I�I I-1I.I I-,L.�.�I..I.I.I...I.1 II 1,.1.�I..�,..�.... .....IL�--I..,�1I�I..�I�.I I.I....., II,1�--..:��I I.IIL1 I I.'..I.I.I-.-.�I.I.�1�1.II....I II�.�I I ..1I.I".I:.,I-�...I��I'I.II.I...I.. ,I I-I.I I.��...I-.I II I ,,-�.I.-.��..I II.I..I-..I..�II.i��....I I....�....�..:..I1 I.I 1I.1.�..�..I..1.�.�'.��I...... >Td - .. ..I�II..".II,I�..I-.�.�I..1.�..II..�.I�.I.�I. 12 .1�I.�I.I-�1:1.II-I....I�L I I1.-.I-.......� L.I1 I.I11 . .I.III. I�.L .I,II L.L I.L_I L _I I L.Jl.L I_.�.. I�r I..,I'I.1.I I I.'.....�'1.:,.I��II.I-.....1�I.�II,I I."III I I I...1�I.I..1I...:.I:.II I��.,.J 1 1..�..I.I.,...I�L�,-I.L.I_LI:..-.I��-.I I�..I.I-11.I..,I..I..-,I.�.L I.I'1 I...1 I II...-I 14..1':I 1.,I.�''.I.,:I..:'..I�1...,� ..1'.I....�.I1 I-.�I1 II I.���.1�.II I�II1 I.�'L I I�..I.I III I...'...--�.I:-.�I...III.-�I1::I I.I.�I..�.'.1,I.-...'..."��II�I.I.II"I�-'.�.I�...I1 I J.I.'..-.I..�I1�..I 4..11 I--:.-�III 1.�II.�.1.�:.I II�-...1.�1'1�..II..I_��II.,.��.I.1."Ik1..I....I II I..�I,'.-.��..L,I.�II...�...._...�I..-I.1 1. NOTES. - , T. I - _ .. '. - 1:) CONTRAOTOR IS TO VERIFY AL EXISTING CONDITIONS .. - - - ,��I SECOND FLOOR PLAN .....�..-I.I..:.II I.I',I I�I-..:�.I-�II.4 I�:'.�III l..L��..1....I.I..I.I II;..1'I..I.,�.I­�.�I...III.I..,�,L F.,..�-I I I I"Im m I..�L n�.'II...�.....��."�,.I.,...�...�II.�I I I­.I..I�II�1I.I.�.-II_..� II.:.I��.II I1 I...1.I,N.� ..�..I�IM.L.'II'1.EL.-I.II.-�I-.L�L.1"I..I l'----.I.�I..I.�.1-----��'I 1 LI----....1..I:I�.C,-NI O...1 i..I 1T E I.M.:H.S.: T.T,I�i.IH.O 0-..,�E.'.I..�.T II. �..,�..-L I I,--=�.I-----I�...I-1 I.1 I.-1..---.....:I.--.1,�I�...----I.I.-�. .�-.�..�----------1t�..I-.:I I----L.I I-I.�II.-II I.,':�.. ---7�-�......I�.-'.I.-T:YlI.III..m.:1 .1...N L..I�1 ..L.,.:�...-II 1�. ���.. .. .�.II...I-I I I 1 I�'.I..I.I--.I.II I.I I.I.,.��.I.I......��I.1.II I.I,�.:.I,.I..�.1���.�...1��-�II'.I.�. ..I��I.'...*I..II'I...I.:L�I I�11��...1..I.-:I1,�I-.� .1LI"..',�� .1I I�.I.�I�..:I I 1I1I�I��.�L'.�I-L I,..L,I.-.;I...II.I I�. I�.I.. �I,�..IL�I�L L��I. II..1L.I.��.I .IIL 1�I.II�..�I �II .11.I - - . . :`2.) CONTRACTOR TO VERIFY ALL INTERIOR 8 EXTERIOR MATERIALS, - . _.- ' ..--- - :.` .. -DETAILS,&FINISHES IN THE FIELD WITH OWNER., I .. _ LEGEND: 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT . -FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOV - • ` -. � - :.EXISTING WALLS : - _ 4.).ALL CONSTRUCTION TO CONFORM TO 780CMR MASSACHUSETTS _ 1 ' CONSTRUCTION TO BE REMOVED - - - STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009 - - �__� _ .:M -NEW CONSTRUCTION r , .-. .. 5:) 110 MPH EXPOSURE B WIND ZONE, : I .- - . . ' - I � 1 I . - 1 '-:6.) ALL SHEETS OF PLYWOOD WALL SHEATHIN3 TO BE INSTALLED I - - ' . - I - - - VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/ - - " i2 --------'--- . 12"FIELD NAILING .. _ ElOBT.D ._ ©SMOKE DETECTOR 7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION - - ©CARBON MONOXIDE DETECTOR *. - OFALL SIMPSON COMPONENTS . : 6•) -VERIFYALL-PLUMBING&.ELECTRICAL DETAILS .. ' . ' " . I.' I �. ' = � - ON SITE DURING FRAMING CONSTRUCTION - - - , 9:) TIMBER FRAMING TO BE SPRUCE/PINE/F1R NO.2.GR. � '-' - � - - .. - - ..10.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE ' "B"&WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF - - - . - : - . :- MASSACHUSETTS WIND SPEED MAPS . - 11. GLAZING PROTECTION P 01.2.1.2 TO BE PLYWO ER 780 CMR 53 OD ' - ' ' PANEL VER FY PROTE I N - S I ALL WIND BORNE DEBRIS CT O IE Q M W ERS OR TO OF CONSTRUCT)RE DIRE ENTS /OWN PRI START ON ' E a. CC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS L - CLIMATE ZONE'5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION' - . TABLE402.1.1(MINIMUM PRESCRIPTIVE INSULATION&.FENESTRATION REQUIREMENTS) - FENESTRATpN SKYUGHT CEaINO WOOD FRAM VYNl FLOOR (BASEMENT WALL BASFAIENT lAB CRANLSPACEVWLL .. - UfACTOR UFACTOR R-VALUE R-VALUE R-VKUE R-VALUE R-VALUE R.V�UE _ °REAR ELEVATION - 0.35 UBO 'm 20 w : 10/19 10 D FT.DEEP).' 1WI3 .. .. .. . : : " - .,. NOTES: . I.. . ' - " 1.R-V ES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS - - . _ .2.10A 3 MEANS R-15 CONTINUOUS INSULATED.SHEATHING ON THE INTERIOR OR EXTERIOR - ,. - - - .. .. . OF THE HOME OR R-13 CAVITY INSULATION AT THE INTEHOR OF THE BASEMENT WALL - . . - - .. . q ., .. ` _ 3.REFER TO IECC 20D9 CHAPTER 4 FOR AL INSULATION&ENERGY REQUIREMENTS .. .. . .. .TIE DESIGNER SHALL BE NOTIFIED IF ANY . .. - .ERRORS OR WI9810N8ARE FOUNDON - BQN COTUITBAYDESIGN: LLC NEW ADD�T�ON F R. .: I TRRORSAOMISIMRIORTOSTARTOF SCALE. . DRAWINGNo.: O CONSTRVCf10N.TIE BUaOIHO CONTRACTOR .43.BREW$TER ROAD " - :WaLRERESPONSMIEFORT1ECONTENT' /A rr� 11 On` MASHPEE.MA. 02649 fE1EICEs n"Ho;NoH ' '7 - PH. 508 2741166 . . F c 25 OYSTER WAY I- I . ) DESIGNER OF ANY ERRORS OR OMISSIONS. . AX(508)539-9402 �. - }. .: - THESE DRAWING9 ARE SOLELY FOR TXE DATE . e OFn EQ ER NOTED.ANY OTXER USE OF . ... '. - L - 1 � THESE DRAWINGS REOUOIES THE INRII'fQ1 '� -' I'. - ONE OF THE DESIGNER UNDER THE a OSTERVILLE,.MA. . j '` ARCIIXECTURAL PnoTEcraN' 10/30/2013��.. ) : ACT OF ISSp -. . r 1 r .a NOTES 1� Finish Grade - L Water Supply ForThis Lot is Municipal Water19 �a ,, ��_` 2 Location of Utilities Shown on This Plan Are Appro3L io Filter Fabric -Compacted FI I I s .. At Least 72,Hours Prior to Any Excavation ForThis - °""""` J' ��.� Project The ControctorShall Make The Required borinauc - Notification to Dig Safe(1-800-322-4844) a % 3 The Contractor is Required to Secure A noh Pea Stone i o ��D �' % Permits FFrcm Town Agencies For Construe,os r % Defined byThis Plan in -19 ♦ �` .. 4 Install Risers as� Required to Within 12 of ,' Leaching „ M l: +o. e ♦ v 3/4 -1 1/2 �• e n 4,`� t 1 ; Finished Grade. N Chamber - Double Washed 5.All Structures Buried Fosr Feet or More or Subject' Stone o;to� to Vehicular Traffic to be H-20 Loading. 4!-Id a Septic-System to be Installed in Accordance With 310 CMH 15.00 Latest Revision And The Town of 1�—^ •;6- - 1� Ps ' �• \ i Barnstabie Board of Health Regulations Al 7. PipinjtobeSch.40 PVC. - S.septic.Tank Shall beo 2000 Gal.,2Compartments. CROSS SECTION OF CHAMBER o The Firsl Compartment Shall Have a Volume of Not :NOT TO"SCALE Less Thon 1100 Gal.And The Second of Not Less w `�6 Than 550 Gal. 01 RT 4r o-eox r- --r-T T-,--r r-r T-x L...J....� I DESIGN DATA j - L_-i _ _ _i_ _i_L_y,� ¢..Z., i Single Family-5 Bedroom v-�c42 ,00x a.�.�.� / , . _ C With o Garbage Grinder N - 2601 Daily Flow=I l O x 5=550 GPD - ----- --q3r -- - ---J i \ e►o_ 0 tootSeplie Tank:550GPDx200%=11006PD 1c2v�Li KLo. Use 2000 Gallon Septic Tank.See Note No.8. p 2 7(- - - _ - w LEACHING AREA f 1 14H 550 GPD/0.74=744 SF+50%=1116 .SFRequired Bottom Area=12'x93'=1116•• SF 1116 SF.Total Provided - J —�--i LEACHING CHAMBER DESIGN All Pipes to be Schedule 40.Use f '. \lk%OF 10-500 Gal.Leaching Chamber!no PLAN VIEW l2'x 93' Washed Stone Field as Shown. ; PETER S Scale I = 40 SULLIIOr�N NO.29733 CIVIL lea. GIs— ONAL F.F. 18.0 FG.17.0 F G. 17.0= ._.. ' 2-14-91 1&0 14.0 E►r �T.o 14.8 Top E1.15.0 1 �Sua 14.614.4 14.2 Sot.E1.12.0 3 SITE PLAN " Bedding as i R EV I SED SEPTIC SYSTEM 2 Compartment . • Per Title 5 AT 7.0 A CLe,.� CLASIb- ' 2000 Gail on l2' Bot.T H. 25 OYSTER WAY raw. Septic Tank SAD MA�eor.�c. � No Ground Water � OSTERVILLE,MASS Ground Water Observed "t S.o at El.1.7- P-7702 3`3 ! ! FOR fsowiars.� �+.+�oworco _ DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM JOFlN CUNNING HAM Not to Scale SCALE: AS SHOWN DATE, MAY 7 11999 SULLIVAN ENGINEERING INC. OSTERV ILLE,MA SS 1. ASSESSORS REF.: x #$, 44 t ¢ a�t�'�\ Map 072, Parcel 038-001 � � OVERLAY DISTRICT: 3 yy ("may AP — Aquifer Protection District t FLOOD ZONE: � tk Zones VE14, AE 13, AE 12, ; a X(0.2% Annual Chance) & X (Minimal Flood Hazard) Community Panel No, q i t � knry #250001 0756 J ' July 16, 2014 � � � Y 'd DIRE LOCATION MAP: DIRECTIONS: Scale: 1" = 2000'f From Hyannis — Take Route 28 into Osterville; At the lights take a left onto Osterville West ZONE: Barnstable Road and follow to the end; Take a left onto Main Street; Take a right onto Parker RF-1 Road; At the stop sign take a right onto West Bay Road, Bear left onto Bridge Street, and follow Area (min.) 87,120 (RPOD) to the Gate House. After the gate house continue Frontage (min) 20' straight on Oyster Way. # 25 is the first driveway Width (min) 125' on the left. Setbacks: Fron t 30' Side 15' Rear 15' / lI CB/DH / Find I / po. R,358�� AE ELF- oral \ �'�59 -I FEMA EV 4e �o O o �� VE E I- U) �q fit` o, of SMs 100.0 i ! 50.0 SA45 Ov e� Z� �. �4 . 01 i t 1 4 t t I I CB/DH nd I j I / a Fnd 1 21 Sty w/f r' Dwelling l { SM I / oCO L=16.85, R=910.00rJ .IrP I - ✓ .. '� 1, ~� ti r 1 � � � !,� / _ ! { to 1 I j R P � � { • , � ; i I i I � 1 Opps { ( r { { { { 10, 1 I k AIM } r / 1a = P } 1 00 I Gravel Drive 4 —18- -- _._ l 1} I i ; j PROVIDE WORMI ` DOUBLt STAKED AYBALES 1" t 3 tl QR WADDLES W/ 4LT FENCING �t 1 rn 0 1 7 1 l 17 .70 PROPOSED POOL ENCE I 1. ALONG`;LIMI T OFI/ORK APPROVED EDGE F PO r r --� { \�-4PRPVEI INFIt4ITY TROUGI PROPOSED EDGE 0 TRO Gil - ' 1 Idd��,l`0�E CONS UCTED t{ _. . . . LEGEND: POOL EQUIPMENT I PROVIDt' DRYW LL Pier CDT cedar tree OZONE DISINFECTION Lu m I ' FOR PA RUOFF HT Holly Tree a' f - POOL 'DRAWD WN ; .... OR APPROVED EQUAL ; DT Deciduous Tree CT Coniferous Tree 6, ! i / Nd.3- 23' 58'E �� Utility Pole 100.0 i ,r / 154.00 1 —E— Electric i 1 —G- Gas b�:- Wetland Flag Z. p Light Post o I\I 50.0 i SM1 j 1- 0 CB/DH �Q J I t \I!I I f r OHW— Overhead Wires 25 Elevation.Contour �I O i N W`QW 1 �U J ' Lu Q j �\4 PEA H OF P,4,d 4 O s" 168 STE�`�� REVISION: Shorten Proposed Pool 104127,1171 ' TITLE: PIan PREPARED BY: PREPARED FOR: NOTES: Site Proposed Improvements • Eng g (X ineerin 1.) The property line information shown was compiled from = �eClr1 StrOtOU��/ available record information. At U livaii Consuiting inc. 2.) The topographic information was obtained from an on the ground survey performed on between October 28, 2016 ~ 25 Oyster Way ay (508)428-33" • P.O. Box 659 . 7 Parker Road,Osterville, MA 02655 3.) The datum used is based on a plan by Down Cape Barnstable (Oyster Harbors) Mass, seciQsullivanengln.com • wwwsullivanengin.com Engineering, Inc. and no datum is mentioned. 0 Draft: JOD Field: CTR/WHK 20 0 10 20 40 80 �l DATE: November 11, 2016 SCALE. 1 » 20' Review: JOD Comp./Review: CTR Project: 36027 Project: GENERAL .SPECIFICATIONS Ua 57'-0" SIZE° . DEPTH'49'-D" 1T-0" Autocover TrackREFERENCE NUMBER: 7_0. STRUCTURAL .NOTES:' TILE COPING° -22` 1. All construction is to conform to the DECK:TYPE: -4's" I Massachusetts EXISTING PATIO:s'-0" state building code and all applicable produc o _3'9" �¢ Tile Marker 8" Toe Led a design standards. Swim lane i i FINISH:TYPE: 7'-0" -20" -24` --- i i ® Shallow Depth K Absence of specific items from these drawings does p g PUMP:TYPE: SIZE: -- not infer that Slope Down—i the contractor is relieved from the statutory code FILTER:TYPE: SIZE: -20" Stone Coping �� ------------------3,9-------- II requirements . � 2 All materials and methods of construction sha HEATER:TYPE: SIZE: Main Drains conform SKIMMERS: Per Code to the approved rules and standards for materials, o ; 20'-0• . s' o" 20'-8" tests, LIGHT:TYPE: REQ'D: 14" Steps and requirements of accepted engineering practice as 23'-8" , , ��I 3:1 Slope -8'1' -e'1^ : POOL CONTROL: 1+ MAX.. i -8'3" �. listed chaise Lounge ; in Appendix A' of the Massachusetts State Building CLEANING SYSTEM: Chairs I i T_0. 12-a" `V ;� 1 Code. SANITIZATION SYSTEM: I. ' -3's" -4'1" POOL NOTES: Stone on V.E. OTHER: . 14" Tap Step ' SPA SPECIFICATIONS 14�-s` � 1. Assume maximum safe soil bearing pressure- O F a i 18" Bench ©° 2,000 SIZE: . ELEVATION: k 2. All pools are .to be paced on natural, undisturbed ' material THERAPY JETS: THERAPY PUMP: ' or compacted granular fill. Subsoil bearing strata shall CONTROLS: LIGHT: .4 a d A. ' n �. E be free 7'70" ; w 8'-0` from all vegetation, loam, and organic material. SPILLWAY: 13'-0" Autocover Track'. 13'-0• 3. Do not place backfill against pool walls until ,all walls OTHER: . 15" vault have obtained 7 day .cure strength. (Use 3 Brackets Per Cover Stone) 4. All pool floors shall be placed on a 18" layer of crushed Chaise Lounge 70 of a Coping NOTE: Measurements are from TOP of beam. 9 P Spa P g A rox. Water Height stone, compacted to 95% standard proctor density at Chairs 2" Below Beam FP g. Subtract 3 for water height p p y (Stone Coping) Stone on V.E. he t -;- - -- -- -- -- -- (Y�" Pitch) optimum moisture content. 1-6 --�9" Rise 4'-1• 8" Toe ledge SHOTCRETE NOTES: ®Shallow Depth Approx. Water Height 12" walls - 8- 1. form-work, delivery, placement, -- ----m Sho Crete mixture 8. �" 3. . Q a: - - - ------- ------ and reinforcement k fiver , 8" Floor �• 2-0 shall shall conform to all requirements of ACI 506.2-.95 1 + (latest edition), - t unless .otherwise noted.. 7'-O" 2. Concrete materials shall be: ASTM C Type 1 3:1 Slope a (MAX) Portland Cement. _ . i Sand and Gravel aggregates shalt be 'normal weight i and conform t0 25'-0" 1,V-0" 10'-0" ASTM C33 Standards. Aggregate not meeting ASTM C33 Standards may be used provided pre construction tests demonstrates the shotcrete #3 ® 12" O.C. Shallow End Floor can meet specified requirements. All concrete shall be #3 ® 12" O.C. E.W. To Deep End Floor air—entrained.. Vertically'Through Out Entire Within 18" Of Pool Beam .#4 Double Row Horizontally P°ai walla within 2" of Beam Concrete compressive strength, (f c) in 28 days. All concrete work- 5,000 psi. . ale #3 ® 12" O.C. E.W. Horizontally & Vertically + - Through out NOTE: Entire Trough Walls ELEVATIONS ON EQUIPMENT AND SOUND PROOFING 8" Vault Floor & Walla IN ACCORDANCE WITH FLOOD. ZONE REGULATIONS- a L TO BE DETERMINED. f ra � w . t.,�.� � �..0 12 O.C. E W. ,� , #� 1. �4d It i � E ,y< i,t:Horizontally Through Out�r €TF I; �e i,R t1 Qzr Horizontally Through Out . Entire Pool Walls Entire Pool -Trough r: 3:1 Slope 8 Troll h Floor"' (MAX) & walls SCALE: 3/16"=1 ' ii i l l � Hydrostatic Relief Valve , � ,�t�,,, 3 •l s j 1�. Ci Compacted or Undisturbed Tl , inatall Per Manufacturers ��1d� i1,.-.{ Subgrade Specifications -''�" Compacted Dense Grade Aggregate Base i j SH ALLOW END DETAIL NAME: Stratouly Residence #3 ® 12" O.C. E.W. Horizontally Through Out ADDRESS: 25 Oyster Way #3 ®. 12 O.C: E.W. Entire Pool Walls J Approx. Water' Height Vertically Through Out Entire #4 Double Row Horizontally CITY: 0$terville MA ZIP: 02655 Pool Walls within 2 of Beam RES.PHONE: BUS.PHONE:. t Tile Target\ 3'-9" .. + \ 9" Rise on Steps + 4-6 Ill. i i O --i. + 2'-3„ i � 1 g�� 13 . €I CUSTOMER SIGNATURE: DATE .. � � t Ia �. 1 »..r.� �`,r >+.r'�.�i �µ "" ,.�'�'., � � "�,i+. j lI , 5. " €...:j i I - JR ,. ,. .. 6(1 I I- 'l I t , , #4 0 12 O.C. E.W. '1 i .. T 1 I I I VIOLA 13 -0 — 2 6 4 6 , ° 3 Horizontal) Throu h Out '`} :. #3 ® 12 O.C. Shallow End Floora i i=1 Y 9 z Ii 1 Entire Pool Floor '1- To Deep End Floor I I F+ I I, ,. I ASSOCIATES Within 18" Of Pool Beam z I ( t j' #14 ll i• # J 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 SCALE: 1/4"=1' (508)771-3457 VIOLAASSOCIATES.COM DRN.BY:. DATE: REV.NO.: DATE: 4.17.17 SCALE:AS SHOWN TYP. ROOF CONST. ,1 _ 1 ROOF RAFTER 16 o.c., -2x 0 00 S _ -5/ DX PLYWOOD ROOF SHEATHING 8 C -RED CEDAR ROOF SHINGLES 12 R BR TH CEDA EA R E 15 15LB.FELT PAPER. 10 HI R INSULATION BATT IN LATI N TOP OF PLATE x s 16 o.c. SLOPED CEILINGS R=38 G ( ) NEW F„ E 00 DECK T MATCH-EXIST. _ -11 BATT INSULATION. 3 2x8HDR. O EX S ROOF DECK HEIGHT VERIFY IN T FIELD FLAT CEILINGS R 38 - NEW BLUEBOARD& , HE _SIMPSON H 2.5 HURRICANE CLIPS -------- -- - ---- PLASTER WALLS&> ...CEILING AT RAFTER ENDS ICE/WATER SHIELD AT BOTTOM ^ C9 111 F ROOF z 3 0 O O .,. PROP-A VENT BETWEEN RAFTERS NEW NEW WIND WASH BARRIERS VERIFY RAILING MFR. GAMEROOM AMEROOM- D G &DETAIL W/OWNER ALUMINUM RIP EDGE S _ P RO OF OOF DECK TYP.WALL CONST. 12 1.3/& PLYWOOD _ ,1 ... 2.RIBBER MEMBRANE"ROOFING /4 T PLYWOOD 11 3 &G 00 15 „ 1.2 x 6 STUDS 16 o.c. , S S _ G 3.2 r!#SLEEPERS 16 o.c. „ FLOOR S UBFLOOR GLUED H SECOND 00 2.1/2 PLYWOODSHEAT SHEATHING SUBFLOOR 4. 1�4 MAHOGANY DECKING FASTEN JOISTS TO BEAM 3.6" R=23 BATT INSULATiO1V W/SIMPSON H8 TIES 11 4. 1/2 GYPSUM BOARD :._ „ T.2 x 12 s 1 o. . TOP OF T EX S 6 c 5:STUCCO SIDING O O PLATE a x10s 16 o.c. _ S U O S NG c Tvfc:no cvTcolno Ain ono csnoo co n enrr ulci a /oanA . 1 1 PAR c A". RI R Vr%r lR 079RRICR ,7 17/11.1 117NVL. R - VAPOR NEW MULTI LVL BEAM 6.6 Mil.POLY INTERIOR APO BARRIER L. w FASTEN ASTEN BEAMS TO EXIST. AZEK 1 x 6 BEAD BOARD V-GROOVE CEILING POSTS W/SIMPSON LCE4& A C6 POST CAPS P.T.2 x.'8 LEDGER BOARD LAG BOLTED TO SOLID kOCKING W/ 2 LED ERLBOLTS - G OK 11 16 o.c.W/JOISTS JO S S HANGERS AT BOTH ENDS MATCH ALL NEW CONSTRUCTION O M _ W/'EXI EXISTING. IN THE FIELD 1 S E EXIST. ... S EXIST. EXIST. SCREENED S ED GARAGE GARAGE PORCH O CH - 3-10 _ 1 - 30 TOP OF FOUND. 0 _ _o SECTION GAMEROOM SECTION P H _ A A O ORC A2 A2 O a D _ FASTEN JOISTS TO BEAM 46 S SS P W/SIMPSON H8 TIES 1 6 t MULTI LVL BEAM O _ B in (9 Z 0 Y - U F- e f0 e - O e g _ D m B zeg � c O CO x , N 0 I W 1 Z EXIST.RIDGE BOARD Nit `. ULTI LVL BEAM _ _ _ dl S - - - - -• FAST BEAM T EXIST. P.T.2 x 8 LEDGER BOARD LAG BOLTED TO EN S O S O SOLID BLOCKING W/ 2 LEDGERLOK BOLTS POSTS Wi SIMPSON LCE4& _1 ( ) -. N 16 o.c.W/JOISTS HANGERS AT BOTH ENDS AC6 POST CAPS / I NEW 2x12 EW2x12 „ 13-0 HIPS&VALLEYS IPS&VALLEYSui �- o . (J MULTILVL BEAM _ 0 cm o: _ T �FA EN RIDGE TO HIPS W/ SIMPSON HR 22 x x . , n - N 13-0 N - 0 N (, 10 . - O ,. - / (V FASTEN HIPS TO WALL W/ SIMPSON HCP2 HIP CORNER PLATE 50 88 88 l 1 88 5-0 10 NEW HIPD DORMER)O ) � (NEW HIP DORMER) 36-0 DECK FRAMINGPLAN ROOF FRAMING PLAN- THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON ' I SCALE : : C OT V IT BAY DESIGN L LCNEW ADDITION THESE DRAWINGS PRIOR TO START OF DRAWING V NO. . FOR : CONSTRUCTION.THE BUILDING CONTRACTOR 43 BRE V V�7TER ROAD _ WILL BE RESPONSIBLE FOR THE CONTENT 11 � 1 11 MASHPEE MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION /4 1 0 COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERROR OR OMISSIONS. PH. 508 274 1166` 25 OYSTER WAY S S THESE DRAWINGS A F S GS RE SOLELY OR THE USE FAX 508 539-9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE - THESE DRAWINGS REQUIRES THE WRITTEN GS Q CONSENT OF THE DESIGNER UNDER THE S S 10/30/2013 T� ��I L L MA ARCHITECTURAL OPYRIGHT PROTE TION OSC C ACT OF 1990. TA 0 1 - 30 t- u� EXIST. O 12, 12 0 r- MATCH MATCH I C EXIST. EXIST. .EXIST. RED CEDAR EXIST. BEDROOM ROOF 00 AZEK FASCIA&- O MATCH 3 4 DIA.RECE Eu FRIEZE TO A C SS EXIST. EXISTING OF T HT :TOP O PLATE LIGHT FIXTURES F F- REMOD. BATH. GLASS ENCLOSURE > &DOOR AT SHOWERS i AZEK TRIM MATCH i COLOR ^ 0 Tx*3', 5 2 " -------------------------EDW ---- VERIFYALLRAILINGDETAILS FAN/LIGHTi1 &'MFR.W/OWNER.THIS RAILINGCOMBO s c� I SHOWN FOR A PLACEHOLDER f- V NT , E TO T' EXPANDED STUCCO FINISH OUTSIDE MATCH COLOR 77 v 1 1 1 vv II l I I II SE COND FLOOR x5 DECK II ILED DN. SUBFLOOR i— 0 x 4 MAHOGANY SHWR. co �, '— — DECKING r ) TOP OF PLATE 'uS EXT.LIGHT -- AA''C— B _ FIXTURE � io FASCIA&ROOF DECK TO B PELLA ARCHITECT SERIES MATHC EXISTING (2)RECESSED 60 x,8-0 FRENCH DOOR a� LIGHT FIXTURES f ch ( TILE D 26 x68 SCONSE � o o 26 x68 l l _ o VERIFY RAILING MFR. S L NEW rJ O - &DETAILS W/OWNER' O EXT.LIGHT BEDROOM c C O NEW FIXTURE MIEN , _ F-1 o CARPE FIRST FLOOR L GAMER OOM SUBFLOOR BUILT-IN CABINET (CARPET) VERIFY ALL DETAILSLW/OWNER& LOPED 7V TV S , SCONSE CEILING -,--(8)RECESSED 13-0 LIGHT FIXTURES , 6 RECESSED LIGHT FIXTURES RIGHT ELEVATION 0 N---------------------- - I I L I r-------------------- ACCESS <- r -1 I ACCESS ACCESS II I I II PANEL I PANEL I PANEL _ I I I1 II = PELLA PELLA _ PELLA PELLA co cfl 2947 2947 2947 2947 _z. CASEMENTCASEMENT CASEMENTCASEMENT 2-111/2 2-9 2-111/2 2-1 1/2 2-9 2-111/2 8'-8" Ir 8'-8 A 8-8 5-0 lo NEW HIP DORMER(NEW HIP DORMER) A2 ( ) 12 y , 36-0 01 10 MATCH NOTES. EXIST. 1. CONTRACTOR I .� S TO VERIFY ALL.EXISTING CONDITIONS N D FLOOR . LANSEGO 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,: DETAILS & FINISHESIN THE FIELD E WITH OWNER ,<n LEGEND. : _ 3.) ROUGH OPENING HEAD HEIGHT OF WINDOV1r,.� AT -- FIRST FLOOR TO BE 6 8 ABOVE SUBFLOOR EXISTING WALLS� S 4. ALL CONSTRUCTION TO CONFORM TO 780 Ci�:,R MASSACHUSETTS STATE BUILDING CODE 8TH EDITION N a CONSTRICTION I O BE REMOVED o AMENDMENTS & IRc2ooa _4 a Lit W CON TRUC�.ION 5. 110 MPH P NE S ) EX OSURE B WIND LONE, 6:) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY OR HORIZONTALLY W/ BLOCKING AT EDGES, 3-EDGE/ — — — — — — _12 FIELD NAILING EXIST. E G _ S 0 SMOKE DETECTOR 7. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION r OF ALL SIMPSON COMPONENTS C E 1E R`Q CARBON MONOXIDE D �.CTO 771 8.) VERIFY ALL PLUMBING ELECTRICAL DETAILS ON SITE DURING FRAMING CONSTRUCTION 9 ) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GR. 10.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE 11B11 &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS 11. GLAZING PROTECTION PER 780 C R 01.2 1.2 T E _. ) M 53 O B PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION T REQUIREMENTS W/ OWNERS PRIOR TO STAFi . OF CONSTRUCTION r E 20 RESIDENTIAL DENTIAL CC 0 S ENERGY I=FFICIENCY DETAILS CLIMATE ZONE 5A USE EITHER PRESCRIPTIVE VALUES R RE H K CALCULATION( S O SC EC CALCULA ON TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.35 0.60 38 20 30: 10/13 10(2 FT.DEEP) 10/13 REAR ELEVATION- NOTES: 1. R-VALUES ARE MINIMUMS &U-FACTORS ARE MAXIMUMS. 2. 10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR REXTERIOR O O OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&E`NERGY REQUIREMENTS THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON ' I �/ f'� FOR : SCALE �+COTVIT BA 1 DESIGN, LLC NEW THESE DRAWINGS PRIOR TO START OF DRAWING NO. : CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREW TER ROAD ^��� S , WILL BE RESPONSIBLE FOR THE CONTENT 1/411 = 1'1-0 1 1 IN THESE DRAWINGS IF CONSTRUCTION MASH P E E ,MA. 02649` COMMENCES WITHOUT NOTIFYING THE PH. (508 274 1166 DESIGNER OF ANY ERRORS OR OMISSIONS. 2 OYSTER WAY THESE DRAWINGS ARE SOLELY FOR THE USE FAX 508 539-9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE ( THESE DRAWINGS REQUIRES THE WRITTEN ENT F THE DESIGNER UNDER THE CONS O E S 10/30/2013 OSTERVILLE , MA ARCHITECTURAL COPYRIGHT PROTECTION _ ACT OF 1990.