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0011 HEATH ROW - Health
- i 1` Heath Row .Marstons Mills ` A= 063 --075 rt �i i 1 i Commonwealth of Massachusetts `3 0 ,z Title 5 Official Inspection Form W, .I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments !% 11 Heath Row Property Address a Rick Gravina D Owner Owner's Name information is required for every Marston Mills r,/ MA 02648 10-1-18 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. " quumup``�� a,,,1 Important:When A. Inspector Information 614 /3 3,58 filling out forms ��:• 9�y'; on the computer, a�: 'JAM S un use only the tab James D.Sears key to move your Name of Inspector �; cursor-do not Jim The Inspector Man �'•• �,� ,o Q* use the return Company Name s'�i� > I� O�� key. P.O.BOX 784 ''iF/5iI,INrS?'- ��c raE Company Address West Yarmouth MA 02673 City/Town State Zip Code ier�n 508-364-4398 S 1623 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above;the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 10-3-18 nspector'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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 I; q c Commonwealth of Massachusetts Title 5 Official Inspection Form is Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) 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 system is a 1000 Gal Tank D Box and pit. 2) 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): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form JI� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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): 3) 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. a. 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: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 18 Commonwealth of Massachusetts �d Title 5 Official Inspection Form �i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: M 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �u— 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in 4111IMM is less than 6" below invert or available volume is less than 1/2 day flow p/T ❑ ® 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 water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 18 c, Commonwealth of Massachusetts { Title 5 Official Inspection Form r' 1� Subsurface Sewage Disposal System Form!..Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no" for each of the following for all inspections: 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 El ® 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)) t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts : Title 5 Official Inspection Form ia Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Description: Number of current residents: 3 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: 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 years usage (gpd)): NA Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Present Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is Marston Mills MA 02648 10-1-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. 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): Approximate age of all components, date installed (if known)and source of information: 1979 Permit 79-445. Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 50" feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH -40. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row �V Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): Depth below grade: 40" feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. Precast H-10 Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 8" Distance from bottom of scum to bottom of outlet tee or baffle 17 How were dimensions determined? Asbuilt-Plan-Tape Sludge Judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank at working level. Tank at 40" below grade w/both covers at 8". No sign of leakage or over loading. I t5insp.doc•rev.7/26/2018 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 I Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) 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 9. Distribution Box (if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x16"-40" below grade w/cover at 20". Box is clean and solid w/one line out. No sign of over loading or solid carry over. I t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 c Commonwealth of Massachusetts �9 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . 11 Heath Row u Property Address Rick Gravina Owner Owner's Name information is Marston Mills MA 02648 10-1-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. 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. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is a 1000 Gal. precast pit w/2'stone. Pit and cover at 3'. Below grade 1'water in pit w/stain line at 18' off bottom. No sign of over loading or solid carry over. No high stain line. 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): I I t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 l Commonwealth of Massachusetts Title 5 Official Inspection Form `o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is Marston Mills MA 02648 10-1-18 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. 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 AVE 13 fG �- 03 13-I 'D O p_, t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 t i Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row 'u Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells IV0 12' 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 plan reviewed: 6-19-79 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: T.H.on Design plan 12' no G.W.. Bottom of pit at 9' below grade. Bottom of pit at T above T.H. Depth. Note: Lot High from rd and abutting property. II.. I Before filing this Inspection Report, please see Report Completeness Checklist on next page. t51nsp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 I c Commonwealth of Massachusetts Title 5 Official Inspection Form y1. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Heath Row Property Address Rick Gravina Owner Owner's Name information is required for every Marston Mills MA 02648 10-1-18 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria)and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included F— a' 13 o-VoM PJr 3 Na G.w I j t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 I 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 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 filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your - not use the MARK NARDONE I� use the return urn key. Name of Inspector BRIDGE HOME AND SEPTIC INSPECTION SERVICE Company Name 40 JACQUELINE LANE Company Address PLYMOUTH MA 02360 Citylrown State Zip Code 508-747-0611 SI 3895 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 11/01/2013 Inspector's Ignature 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 OfficiWspeFornsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts l=, Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r. ,�- ,1 11 HEATH ROW Property Address LEARY FT LLC Owner Owners Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 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: 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 �lg- 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. City/Town 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown 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 day flow t5ins•3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts 0 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW kzL,- Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown State Zip Code Date of Inspection B. Certification (cost.) 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 f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 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): ? Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form y . Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ` ??? 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Citylrown 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 0 No. information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d PRIVATE WELL 9 ( y 9 (gp ))� Detail: Sump pump? ❑ Yes ® No Last date of occupancy: VACANT SEVERAL MTHS 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•3113 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 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown 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: 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•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 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: 1981 PER AS-BUILT 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.): GOOD CONDITION Septic Tank(locate on site plan): Depth below grade: 1.5 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 GAL Sludge depth: 6" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts s Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Citylrown 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 26" Scum thickness 0" 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 22 How were dimensions determined? TAPE 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 IN GOOD CONDITION, NO SIGNS OF PREVIOUS BACKUPS, ALL TEES IN PLACE, LIQUID AT PROPER LEVELS 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 I ,cam Commonwealth of Massachusetts Title 5 Official Inspection Form . - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owners Name information is MARSTONS MILLS MA 02648 11/01/2013 required for every 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: N/A 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW '! Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown 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.): ALL CONDITIONS NORMAL, NO SIGNS OF BACKFLOW OR LEAKAGE, LIQUID LEVELS PROPER 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.): 5 * 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: 1 4- t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts R IEEE& Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments - 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. CityrFown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ Teaching 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.): ALL CONDITIONS NORMAL, NO SIGNS OF FAILURE, PIT COVER OPENED DURING INSPECTION, PIT CLEAN AND DRY Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration N/A 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 _ 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 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: N/A Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3113 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 r V 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityrrown 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 A- N� 0 a 9- k i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 HEATH ROW Property Address LEARY FT LLC Owner Owner's Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 page. Cityfrown 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: i ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: ELEVATIONS OF LOT AND DEPTH OF PIT DRY I Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 c Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1,-�:• 11 HEATH ROW Property Address LEARY FT LLC Owner Owners Name information is required for every MARSTONS MILLS MA 02648 11/01/2013 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 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 LOCATION SEWAGE PERMIT NO. v1I h - VILLAGE iS IN SITA(LLERR'S NAME i ADDRESS N U I L 0 E R OR OWNEN �t�On�Or DATE PERMIT ISSUED '7- l�_ 7� DATE COMPLIANCE ISSUED �� _��_ Gm i {, J l000 C-2.4/ THE COMMONWEALTH OF MASS_ .. TrTS I,.lr - BOAR® ® HEALTH _.."_.. ....OF......... . . . Appliration for Dhi#oiial Work.5 Tonotrnrtion Prrmit ApplicationY is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal .-----Lo: tion-Ad ess - .--.- or Lot No. ....------�-Y � -.�...... 1 .. _ .i....: ... .:... y q Owner Address � NNA.C-r2.M-)1--t1 Installer Address — Type of Building Size Lot�-D .....Sq. feet ,,.•, Dwelling—No. of Bedrooms---------- —______________________________Expansion Attic (Ak) Garbage Grinder AM aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ` ) Other fixtures _______________________________ __ ------------------------- W Design Flow_._...a..........................•__gallons per person per day. Total daily flow-__ __ ........................gallons. WSeptic Tank Liquid capacityll)DID._gallons Length---------------- Width_-------------- Diameter_---__-_-___.__- Depth................ x Disposal Trench—No..................... Width.................... Total Length-------...._.__.... Total leaching area----------_.........sq. ft. Seepage Pit No......I-------------- Diameter.....f°--O-....... Depth below i let...._ ......_.... Total leaching area....�.(a._J..sq. ft. Z Other Distribution box ( I ) Dosing t Percolation Test Results Performed by........ __ r -...?,1-Q-..3. ............................. Date__ -1��f.-.._7.. .; a Test Pit No. 1________________minutes per inch Depth of Test Pit--_-_--._.._--_____- Depth to ground water---------............... G=. Test Pit No. 2................minutes per inch Depth of Test Pit__.______-_.____._-- Depth to ground water.-._.______-____••_____- 0 ----- a -- -- --- -------- ---------------- O Description of Soil-------------•.0 -- ...... - T- --- ...•.. y --, '�'�_ .. r� `�!.._.i� -�,. ---------------- A� l W 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'7TTLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' sued by ?heoar f ealth. ` Signe -• .................. �a`//-�� ..� Date Application Approved By.._.._.__ ;�_.6 -Z "_� � 7��- Date Application Disapproved for the following reasons:............................................................................................................... --------------------•-----•---------•-----......--------------...----------------•---•------------------------•-----•-•-••-.....------•----------------------------------------------------------------- Date PermitNo......................................................... Issued--•-----............................................... • ,,:,,. Date ' ,k .. .-/ Fizz 1 , THE COMMONWEALTH OF MASSg6H�l1SETTS BOARD OF HEALTH ....... ... OF....... .. / Applira#ion for Uhgpoiia1 Works Tnnitrnrtinn ramit 3 Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal 5Ly at: Location Address or Lot No. ........... . - •I Ar........N- - --------------------•-•--- ....... Owner Ad ress a ----------------- Jm. E Installer Address PQ Type of Building Size Lot. 0-&-04....Sq. feet Dwelling—No. of Bedrooms___..._.,;.............................Expansion Attic (W Garbage Grinder'( ti pal Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( s ) p' Other fixtures .............. ,r� -------------- gallons. WSeptic Tank=!Liquid capacity- pp -gall 0 ss Length---------------- Width___ `.. Diameter_.-_._......_,Depth............. x Disposal Trench-No. .................... Width............:........ Total Length..................... leaching area....................sq. ft. Seepage Pit No------ ----=-------- Diameter....21.(:)------- Depth below inlR......(p ....... Total leaching area_,-..,2. .6..sq. ft.' Z Other Distribution box ( ,) Dosing to ( ) 40 C Date-- a Percolation Test Results Performed by.___... .. ..._. � ,__ _______________ a Test Pit No. I................minutes per inch Depth of T st Pit.................... Depth to"'ground water_.-__-_-;____-_;.-..._.. Test Pit No. 2................minutes per inch Depth. of Test Pit.................... Depth to ground water......................... O fi /'� -.p Description of Soil------------- f ••' (;� ►'l�'+ ! --------------- V W -------------- ----------------------- - ;..--••-----•••.......... ----•----------------------------------------------- -----------................................................. x U Nature of Repairs or Alterations—Answer when applicable-------------------------------------------------------------------_______________ ..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued-by he oa.rd of ealth. fSi/ne :... . . � R Da te Application Approved BY c Q a. Application Disapproved for the following reasons:-----•..... ....................--•-•........................................................................... -•-•---•••••••••••-••---•--••••••-----•-••••-----••••-••----•.._...--••••••-••---•-••.......................••----••••-••---••••••--•-•••••...----••--••----••-•-••-----•-------•-------•--------------- A" Date Permit No. Issued....................................................... a• Dates THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......... -' ..:..OF.......... ............... Trrtifiratr of Toutphanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( 4<01-r Repaired ( ) by -._.... ._.....---•-..I- • ff' /----- s uer < M, r has bee installed in actor ag nce with he provisions df I I of The State Sanitary Code as described in the P Y ti r . �`--------- da.ted_...---- . , ' application for Disposal Works Construction Permit �o._... _ ______ _� . '� -/ -•-�•'.. ............... THE. ISSUANCE-OF THIS .CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE HAT THE SYSTEM WILL FUNCTION "SATISFACTORY. DATE................................................................................ Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD ® HEALTH C�74) :� • ' ......No:....--•- -- 0 F FEE. �. .......... t. deposal Worhg Tnnitr Lion remit Permission is hereby granted............................... to Con str t kill rt- 01_�e it ( ) an In ' ld al Sed a e 4,_,4� Sy tem at No.. - et as shown on the application for Disposal Works Construction Permit 7----- Dat ------- ^ _11-2-7........... oard o e th { FORM 1255 HOBBS & WARREN,.INC., PUBLISHERS T GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2 ALL INTERIOR WALLS SHALL BE 2X4(dU 16"O.C.UNLESS _ C Q OTHERWISE NOTED. { 3.CONTRACTOR SHALL VERIFY 7� ... q „/1 ALL WINDOW ROUGH OPENINGS A - PRIOR TO ORDERING WINDOWS. A.3 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION,CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF THE DESIGNER. EXISTING 36°0 CORRUGATED GALVANIZED STEEL AREAWAY W/GRAVEL BED(TYP.) r- ---- - - --------------- -O° 4'-0' '5'-0° 4.4 P.T.POST (TYP.) rr-- -1Y, f______________2917 _____________I I 6 X/XX/XX `\ - I ---I-------__ / _ -: I PROPOSED T FAMILY RM. " NO. REVISION DATE I I I (2)2.10 P.T. HEADER, FLUSHQ COPYRIGHT ?. j ORTHSIDE HEREBY EXPRESSLY 4°CONCRETE SLAB ON 6 MIL. VAPOR RESERVES ITS COMMON LAW PROPOSED (_r RETARDER j COPYRIGHT.THESE PLANS ARE NOT I 10'0 SONOTUBE W/ DECK I I (Fse�ORI FOOTING j :-:" I TO BE REPRODUCED,CHANGED OR EXISTING I EXISTING B I. SUPPORT ABOVE i B WHATSOEVCOPIED IN ERWITHOUT FORM RF MANNER RST .......1 ...................................................................................1. DECK SUNROOM A.3 m.1. . ..1...... a I cv I 1 q.3 a OBTAINING THE EXPRESS WRITTEN -1.,. PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2z10 P.T.LEDGER W/ 2 W DIA.LAG BOLTS @ 1 DEL.2.12 16'O.G..USE EPDXY AS 1 DESIGNER: I I WALLDED IN CONCRETE ; NORTHSIDE �_--_ _- ; DESIGN 0"THICK CONCRETE WALLS O 1 ON 5-'1I16 TO UPPORT NCREETEARTH INI j j ASSOCIATES @ EXISTING CRAWL SPACE, I : I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN FIELD VERIFY LOCATION AND _� L_____ ___________________J L___________ 141 MAIN STREET'YARMOUTHPORT•MA 02675 HEIGHTM TO LEAVE 24'MIN. _) - - FROM TOP OF WALL TO BOTT .- -.,;: .....:.. ..:;': '. p ISD61361 ORT (.COM 7 9807 FL.JOISTS " ._ I NORTHSIDEDESIGN.COM . I______________________ i N NORTHSIDEI@COMCAST.NET PROVIDE 2 115 REBARS ' ° ANCHOR BOLTS @ I Ir f TOP AND BOTTOM IN 36"O.C. MIN.7" 1 MAIN FOUNDATION EMBEDMENT W/ 1 .; BUILDER: 3z3>y° PLATE I WALLS TO TIE IN TO WAS44ER (TYP.) I PROPOSED I FROST WALLS.TYP. CONNECTION WHERE i GARAGE 1 1 POUR 15 NOT CONT. I :. I EXISTING EXISTING T.S.4".4"z.25' T.S.4'z4'z.25" COLUMN AND BASE COLUMN AND BASE 1 FULL BASEMENT CRAWL SPACE LATE PLATE I 1 ' 0 ----------------=-----+-------------------- ' STRUCTURAL ENGINEER: I 4"CONCRETE SLAB I .- � TAYLOR DESIGN ON 6 MIL.VAPOR PITCH SLAB M°PER FOOT RETARDER TOWARDS DOORS I :;(, LLC I I . STAMP: [' DEEP EARLY j ENTRY CONTRACTION JOINTS 1 I <•; I I I DROP TOP OF WALL j I ' 2ze P.T.LEDGER W/ 0 DOOR OPG'5 I I I 216°DIA,LAG BOLTS CO 1 - PROJECT 6,6 P.T. T -�PRO 0N10'00BE PROPOSED UP/DN. U BIGFT FOOTING I (BF20)FOR COLUMN -� GRAVINA 5UPPORT ABOVE (2)2.10 P.T. RESIDENCE HEADER 11 HEATH ROW -0a - MARSTONS MILLS,MA TITLE A FOUNDATION PLAN A.3 FOUNDATION PLAN SCALE:1/8"=1'-0" PROJECT#: SHEET A 15-12 .0 DATE: OF 06/23/15 8 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE A 2X6 G 16"O.C.UNLESS OTHERWISE A.3 NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY X -0 6-4V2 L WINDOW ROUGH OPENINGS EXISTING PRIOR TO ORDERING WINDOWS. ' 0" tl'-0" 4.CONTRACTOR SHALL VERIFY T45 ALL DIMENSIONS PRIOR TO -44'-000NSTRUCTION.CONTRACTOR ' ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT O m DIMENSIONS NOT BROUGHT TOTHE D O = ATTENTION OF THE DESIGNER. U D SLOPED I FLAT I SLOPED DN. DN. CEILING CE141NG CEILINGS - EXISTING EXISTING PROPOSED o ? DN PROPOSED DECK SUNROOM DECK , m I FAMILY RM. ................................................................................... ............................. .........i.................................................. �...... X/XX/XX X N A 3 i........ i I . N ................... 3NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY 4068 RESERVES ITS COMMON LAW ___ COPYRIGHT.THESE PLANS ARE NOT 2868osEiTO BE REPRODUCED,CHANGED OR LL iv I° COPIED IN ANY FORM OR MANNER " _ WHATSOEVER WITHOUT FIRST -------- 7I, OBTAINING THE EXPRESS WRITTEN y 51058SUDER 51068 SLIDER } ® ® PROP PERMISSION AND CONSENT OF a Dw I o„°o n HALL DN. T�2u J '- NORTHSIDE DESIGN ASSOCIATES. In N --- FLAT 14R LANDING —————————— CEILING 28fi8 EXISTING .I 2 3 4 5 6 7 B 9 10 DESIGNER: ------ M.BEDROOM? EXISTING -- NORTHSIDE BULKHEAD KITCHEN o DESIGN ———— ————————— J 23'-yv ` v EXISTING ————————————————— DN. IR 2 ASSOCIATES UNMEASURED WING FULL B5MT UNDER , r— PULL-DOWN THIS WING ONLY I ATTIC DISTINCTIVERESIDENTML&COMMERCIALDBIGN K— ACCESS SCI MAIN STREET'YARMOUTHPOK-MA02675 N / STAIR ° EXITING A \ / ABOVE. (508)362-2210 (SOB)362-9802 LIVING ROOM I T O •ING \/ NORTHSIDEDESIGN.COM OI I BATH /\ NORTHSIDEI@COMCAST.NET N FP NO.2 PROPOSED IL__-N GARAGE BUILDER: PROVIDE I LAYER ° `? TYPE "X" FIRECODE GWB b N 2abe ENTIRE GARAGE AND CEILING EXISTING EXISTING CLOSET CLOSET CLOSET ---------------- O --- EXISTING SHED r --I--T---, EXISTING Of -----------------ENTRY DORMER I im OEXI G LAUNDRY EXISTING i ABOVE i i O STRUCTURAL ENGINEER: M. BEDROOM BATH -=---------------� 2068 6 TAYLOR DESIGN IL LLC IL D- PROPOSED COVERED o 607o OGD --+-- ----j 8070 OGD STAMP: PORCH ;- . --------- ---µ----- --------- --------- 10"SQUARE O BOXED IDRN' APRON ry COLUMN O'-O" 7'-2" 4'-0° 7'-0 PROJECT: PROPOSED GRAVINA qql-o24._0, RESIDENCE 11 HEATH ROW MARSTONS MILLS,MA FIRST FLOOR PLAN TITLE: A FIRST FLOOR A.3 PLAN WALL KEY 0 EXISTING WALLS WALLS TO BE REMOVED 4 _ PROPOSED WALLS - c PROJECTM S/H�EET 15-12 A.1 DATE: OF 06/23/15 8 GENERAL NOTES PROP PRE-FABRICATED® 1.ALL EXTERIO R WALLS SHALL BE CUPOLA 2X6 16"O.C.UNLESS OTHERWISE NOTED. B�12 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 12 ALL WINDOW ROUGH OPENINGS B PRIOR TO ORDERING WINDOWS. ® 4.CONTRACTOR SHALL VERIFY � ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR A21 PTR6010 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TOTHE PROP WHITE A ATTENTION OF THE DESIGNER. SHINGLES @ 5' EXPOSURE TO REPLACE ALL EXISTING SIDEWALL EXI5TING WINDOWS AND ' SHUTTERS TO REMAIN. EXISTING EXISTING REMOVABLE COLONIAL \ \ \ STYLE INTERIOR GRILLES TO BE INSTALLED IN ALL EXISTING EXIST11 ING / EXISTING EXISTING WINDOWS _ EXISTING XX/XX/XX I I -MA NO. REVISION DATE '-10" CL 7'-2" ® COPYRIGHT rL NORTHSIDE HEREBY EXPRESSLY 12 4'-O" 7-0. ._On 2'-0" RESERVES 0 COPYRIGHT.TTHESE PLANS ARE NOT - TO BE REPRODUCED,CHANGED OR 24'_0" COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 12 12 4 tB MATCH EXISTING FRONT ELEVATION DESIGNER: � � NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL S,COMMERCIAL DESIGN III''Hill' 141 MAIN STREET'VARMOIJTHRORT'MA Oi6]5 (503)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE 1@COMCASTA ET BUILDER: Hill \ \ C345 C 5 C15 PROPOSED GARAGE PROPOSED FAMILY RM. STRUCTURAL ENGINEER: TAYLOR DESIGN RIGHT ELEVATION B 12 STAMP: LLC 12 12 B LINE OF EX15TING B HIPPED ROOF 12 12 PROJECT: e� QB PROPOSED GRAVINA EXIST'G/PROPOSED. -11 RESIDENCE TOP OF PLATEitililill 11 HEATH ROW ❑ ❑ ❑ ❑ Ex1sr'G MARSTONS MILLS,MA / r TITLE / ITT I III I EXISTING A32 ExlsrwG ELEVATIONS C345 EX15T'G/PROP05ED: o IST FLOOR PROPOSED NEW DECK RAIL TO MATCH EXISTING - �_�24V2" 15'_Ou PROP05ED FAMILY ROOM PROPOSED DECK 5UNRCOM -7_0 PROJECT#: SHEET 15-12 A.2 REAR ELEVATION DATE: OF 06/23/15 8 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE B _ - 2X6 @ 16"O.C.UNLESS OTHERWISE A.X NOTED. CONT.RIDGE VENT 2.ALL INTERIOR WALLS SHALL (TYF.) - -16°O.C. BE 2X4 Q 16"O.C.UNLESS LVL IRIOGE �• 2x10 ROOF RAFTERS OTHERWISE NOTED. P (2)I-%'x9-Y°LVL 3.CONTRACTOR SHALL VERIFY HEADER ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 2.8 DORMER ROOF - RAFTERS P 16'O.C. 12 —2.I2 RIDGE (z)I-�•x14°RIDGE' 4.CONTRACTOR SHALL VERIFY 4 � 1.3, Ix&FASCIA _ - - PROPOSED ALL DIMENSIONS PRIOR TO Alk PROP. DORMER: ATTIC STORAGE / _ CONSTRUCTION.CONTRACTOR �3)2.e HEADER — — .mac'_ —uve LOAD- — — — — — — — — ASSUMES RESPONSIBILITY FOR ANY TOF'OF PLATE OVER PROP. / — — — — 20u P.S.F,TYP. 2x0 COLLAR TIES ' TRANSOM WINDOW P 16'O.C. (3)I-�;•.q-y,' MISSING OR INCORRECT I.FASCIA TRIM TO -°° LVL HEADER DIMENSIONS NOT BROUGHT TOTHE MATCH EXIST'G 2,10 ATTIC JOISTS P 16'O.C. ATTENTION OF THE DESIGNER. PROPOSED: TOP OF PLATE— — — — — --- — — — — — — — — — — — — — 1- COR-A-VENT STRIP DBL BLOCKING BT.FL CD© _ VENT JOISTS P DORMER WALL J DROPPED TEEL BEAM, pROPOSED D �'(3)I- XII-35'LVL PROPOSED CONT.HEADER OVER GARAGE m FAMILY RM. GARAGE DOORS DROP TOP OF FNDN m XXIXX/XX WALL P DOOR OP'G5 HI T*G PLYWOOD EXIST'G/PROPOSED: SUBFLOOR IST FLOOR —PITCH SLAB W PER FOOT GLUED AND NO. REVISION DATE _ _ TOWARDS DOORS NAILED PROPOSED:GARAGE 5LAB _ _ — _ — _ — ® COPYRIGHT — r y _r`:.. ._L;7w "� L rr (2)2x12 IF NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW 10°THICK.4'-e° ` > HEADER P STAIR COPYRIGHT.THESE PLANS ARE NOT CONCRETE WALL�m - 6x6r6/6 WWF TOP 1§OF 777 �'G TO BE REPRODUCED,CHANGED OR ON CONT.20'x10' O SLAB -- 2x12 FLOOR CONCRETE FOOTING v 6'COMPACTED FILL ----- JOISTS P 12"O.C. : COPIED IN ANY FORM OR MANNER PROPOSED WHATSOEVER WITHOUT------ BASEMENT OBTAINING T FIRST THE EXPRESS WRITTEN CONTRACTOR SHALL ----- r PERMISSION AND CONSENT OF MAINTAIN 45'MIN, o O ). ______ , %" 10"THICK x 7'-10' NORTHSIDE DESIGN ASSOCIATES. FOOTING COVERAGECONCRETE WALL O14 CONT.20x10' CONCRETE FOOTING .PROPOSED: BASEMENT SLAB DESIGNER NORTHSIDE b'COMPACTED FILL DESIGN T2O' °° ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN SECTION A-A 141 MAIN STREET'YARMOUTHPORT-MA 02625 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM N0RTH51 DEI@COMCASTA ET A A.X 12 BUILDER: (CONT. RIDGE B VENT (TYP.) 12 B LINE OF EXISTING (2) %N14' HIPPED ROOF LVL RIDGE 2.8 COLLAR STRUCTURAL ENGINEER: TIES @ 16'O.C. -- ' --- 12 / 2x10 ROOF --- - _ QB TAYLOR DESIGN RAFTERS P 116" LLC PROPOSED, STAMP: TUPOFPEATE — — — — — — — ---.— —.— — .— —.—.— --- r /\ x J \\ CLOSET \\ ' DOORS �? PROPOSED \ ALIGN PROPOSED FAMILY ' EXISTING EXISTING TINGITH ROOM 9;TK PLYWOOD PROJECT SUBFLOOR GLUED \ \ EXIST'G/PROPOSED: .AND NAILED_.— / ° --------- — — —.— PROPOSED IST FLOOR — 202 @ 16' O.C. GRAVINA RESIDENCE I I PROPOSED 11 HEATH ROW j BASEMENT MARSTONS MILLS,MA :RETAINING r T JJ WALL @ :EXISTING CRAWl_RAWL SPACE TITLE: C FNDN WALL — — — _ SECTIONS PROPOSED: GARAGE SLAB O .-rr �s;;F- SCALE:1/8" PROPOSED FAMILY ROOM PROP05ED DECK PROJECT#: SHEET SECTION B-B 15-12 A°3 DATE: OF 06/23/15 8 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE ` 2X6 @ 16"O.C.UNLESS OTHERWISE P05T CONTINUES NOTED. COORD. III. TYPICAL WALL FOR NEWEL POST IX4 COMP051TE DECKING 2.ALL INTERIOR WALLS SHALL D W/ DOOR LOCATION BE 2X4 @16"O.C.UNLESS 6'APRON, THICKEN TO B° OTHERWISE NOTED. DOOR OPENING 3.CONTRACTOR SHALL VERIFY GARAGE DOOR ALL WINDOW ROUGH OPENINGS 2'-0' 2.8 P.T. DECK NOTCH P05T AND THRU BOLT PRIOR TO ORDERING JOISTS 12' O.G. AT BEAM TO POST CONNECTION WINDOWS. 4. HALL VERIFY C T. REBAR 11z'xIY�"A ALL DI4MENSIONS PRIOR TO CENT.@ ANCHORS ANGLE w/ttq PERIMETER ANCHORS P 3'-O" O.G. MAX. CONSTRUCTION.CONTRACTOR 2)2x12 P.T. ASSUMES RESPONSIBILITY FOR ANY ALUMINUM FLASHING HEADER MISSING OR INCORRECT bz6 F /n/6 WWF DIMENSIONS NOT BROUGHT TOTHE TOP I/3 OF SLAB 2XIOATTENTION OF THE DESIGNER. ./2 P.T LEDGER 6"x6" P.T. POST./2-5/B° DIA. LAG BOLTS 16'O.C. SIMPSON A666 N Q ad d VERIFY JOISTS SIZE t FLOOR JOISTS PER PLAN c4 w d a - SPACING ON FRAMING PLAN <O 2z4 KEYWAY c a XX/XX/XX a• d ` MIFPANGAL ° .4 t7 ANGER 0 NO. REVISION DATE w d0 PROVIDE 10"DIAM.SONOTUBE ® COPYRIGHT NORTHSIDE HEREBY 2 @ tt5 REBARS, CONT. :. •d - 11 WBIGFOOT FOOTING(BF25) RESERVES ITS COMMON LAW EXPRESSLY TOP t BOTTOM \ \ jj .d FOR COLUMN SUPPORT ABOVE z \/\ \ \\ � a I\_-- COPYRIGHT.THESE PLANS ARE NOT --- FOUNDATION WALL TO BE REPRODUCED,CHANGED OR / /\/\/\\ \\ COPIED IN ANY FORM \ \\\//\\//\\/// _ \\\ /� WHATSOEVER E WITHOUT WRITTEN OBTAINING THE EXPRESS WF2ITTEN I ESIGN ASSOCIATES. 6" COMP. FILL ® NU DESIGN ES ,� GARAGE APRON DETAIL 3 TYPICAL DECK POST DETAIL asSOCIATGN DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN MAIN PORT 02675 SCALE: 1 Yz"—1'-0" SCALE: 1 Yz"- 1'-ON 101(5M)36REET•VARMOU (508)3 MA02 ISOB)361-2]10 (508)362-980] NORTHSIDFDESIGWCOM 2 TYPICAL DECK LEDGER NORTHSIDES@COMCAST.NET SCALE: 1 Y"=1'-0" BUILDER: °TYVEK"HOUSEWRAP BIT.JT. FILLER, TOP OFF W/FLEXIBLE z"CDX PLYWOOD JOINT SEALANT 2z6 P 16°O.C. WWF 6X6 6/6, TOP 1/3 OF SLAB INSULATION PER CODE STRUCTURAL ENGINEER: DO NOT BACKFILL WALL 4°CONC,SLAB UNTIL CONCRETE HAS 6 MIL.POLY VAPOR BARRIER TAYLOR DESIGN ATTAINED 7 DAY STRENGTH AND BOTH TOP t BOTTOM - 000MPACTED Y2"G.W.B. OF WALL ARE PROPERLY FILL LLC SERCURED. _ —III— s '14" TtG PLYWD. SUBFLOOR STAMP: GLUE t NAIL TO JOISTS 20 tt5 REBARS, CONT. TOP t BOTTOM- _ SIDING SEE ELEVATION CARRY DAMPROOFING III—III \ o o OVER TOP OF I I III III—III—III—I SIDING SEE ELEVATION I RIM JOIST OR DBL.PERIMETER FOOTING I I I III .III—III—I I I—III—I I Yz'GDX P.T. PLYWD. _ °TYVEK°HOUSEWRAP 2X4 KEYWAY I III—I BOTTOM 61 PROJECT COX PLYWOOD 2x6 P.T. SILL GRAVINA III—III=III PROPOSED 3@ tt5 REBARS, CONT. III—III— I SILL SEALER I III—III—III 2x6 @ 10 O.C. III—III=1 5/8"ANCHOR BOLTS P 36'O.C. RESIDENCE — —III—III INSULATION PER CODE MIN.7" EMBEDMENT 1 -:3 w3"x3'xl/4°PLATE WASHER m 11 HEATH ROW I�III— I—III—III III—III—III—III—I 6 MIL. POLY VAPOR BARRIER I FILL 4 TAMP 5'OUT FOR li MARSTONS MILLS,MA I°/FT. SLOPE: PROVIDE II WHERE NOFGUTTERS TONE - IL d TITLE: a 2 @ tt5 REBARS CC t AROUND ALL OPENINGS DETAILS 4 TYPICAL SLAB AND FOOTING DAMPROOFING i , SCALE:AS NOTED SCALE: 1Y2'=1'-0" 5 TYPICAL WALL DETAIL NOT FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR SCALE: 1 Y2"=1'-0" NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, / PROJECT#: SHEET LOAM,VEGETATIVE OR ORGANIC MATERIAL.NOTIFY DESIGNER (VA - IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED � TYPICAL SILL DETAIL D. 1 SCALE: 1 Y2"=1'-0" 15-12 DATE: OF 06/23/15 8 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6(dJ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 1 ter,�o BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. I I DBL TOP PLATE of 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. RAFTER @ 16" O.C. o�ti 4.CONTRACTOR SHALL VERIFY 2x6 DBL TOP PLATE ALL DIMENSIONS PRIOR TO oT� CONSTRUCTION.CONTRACTOR 51MP50N 5P6 (20 GA.) 2x STUDS @ 16" O.C. ASSUMES RESPONSIBILITY FOR ANY c I I MISSING OR INCORRECT up° H2.5 @ EA. RAFTER of DIMENSIONS NOT BROUGHT TOTHE 2. STUDS @ 16" O.G. ATTENTION OF THE DESIGNER. TOP PLATE j BTM PLATE j I HEADER FULL HGT. STUD XX/XX/XX HDR UPLIFT STRAP JACK STUD c RIM JOIST WINDOW SILL NO. REVISION DATE 0 COPYRIGHT ,)RAFTER TO PLATE CONNECTION PLATE ii FLOOR JOISTS OR HSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW } SCALE:N.T.S. 5/8" ANCHOR BOLTS @ 36" O.C. SILL PLATE COPYRIGHT.THESE PLANS ARE NOT MIN. 7" EMBEDMENT a PLATE WASHER TO BE REPRODUCED,CHANGED OR w/3"u3"xl/4" _ ' COPIED IN ANY FORM OR MANNER II - WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 12 GA. ANCHORS TYP. 1/2" CDX. SHEATHING ° 41. c 8 PERMISSION AND CONSENT OF II SILL PLATE TO TOP PLATE _ NORTHSIDE DESIGN ASSOCIATES. II SEE NAILING SCHEDULE 5/8" ANCHOR BOLTS @ 36" o.c. DESIGNER: NORTHSIDE MIN. 7" EMBEDMENT II w/3"u3"ul/4" PLATE WASHER DESIGN ASSOCIATES E3 TUDS 4 HEADERS / 1SILL TO PLATE CONNECTION Lul SHEATHING DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN SCALE: N.T.5. SCALE:N.T.S. 141 MAIN STREET-YARMOUTHPORT°MA 02675 ISM)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE 1010MCASTAET BUILDER: JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-Bd 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-I6d EACH END WALL FRAMING STRUCTURAL ENGINEER: TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-I6d 5-16d AT JOINTS o TAYLOR DESIGN STUD TO STUD(FACE NAILED) 2-I6d 2-16d 24" O.G. HEADER TO HEADER (FACE NAILED) 16d I6d 24" O.G.ALONG EDGES LLC FLOOR FRAMING BEAM < STRAP 2)16d COMMON STAMP: J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd 4-I0d PER JOIST NAILS 6" O.C. BLOCKING TO J015T (TOE NAILED) 2-Bd 2-I0d EACH END 6v LSTA @ EA, RAFTER o HITT5 ON BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-I6d EACH BLOCK 2%" o END LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST D15T?IrREQUIRED JOIST ON LEDGER TO BEAM(TOE NAILED) 3-6d 3-I0d PER J015T BAND JOIST TO JOIST (END NAILED) 3-I6d 4-I6d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-I6d PER FOOT II SIMPSON ROOF SHEATHING RIDGE BEAM ABA66PROJECT: WOOD STRUCTURAL PANELS lPROPOSED RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d IOd 6" EDGE/6° FIELD OTE: GRAVINA RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d IOd 4" EDGE/6" FIELD IDGE STRAPS ARE NOT WHEN COLLAR TIES OF ( ° NOMINAL Ixb OR 2x4 LUMBER RESIDENCE GABLE ENDWALL RAKE ORRAKE TRUSS w/o GABLE OVERHANG ed IOd 6" EDGE/6" FIELD ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 8d IOd 6" EDGE/6" FIELD THIRD OF THE ATTIC SPACE AND OUTLOOKERS ATTACHED TO RAFTERS USING 1 1 HEATH ROW GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d IOd 4" EDGE/4" FIELD 5)IOd NAILS EACH END MARSTONS MILLS,MA CEILING SHEATHING POST BASE GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10° FIELD RID E BAND STRAP TITLE: WALL SHEATHING CDSCALE: 0 SCALE:N.T.5.N.T.S. ELS CORNER STUD HOLD DOWN DETAI WOOD STRUCTURAL PAN LS STUDS SPACED UP TO 24"O.C. Bd IOd 6° EDGE/12" FIELD SCALE:N.TS. 15" AND 2%2" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD V GYPSUM WALLBOARD 5d COOLER5 - 7" EDGE/10" FIELD SCALE:NOT TO SCALE FLOOR SHEATHING WOOD STRUCTURAL PANELS - P OR LE55 8d IOd 6" EDGE/1" FIELD - GREATER THAN I° IOd I6d G" EDGE/6" FIELD ° - PROJECT#: SHEET 15-12 D•2 DATE: OF 06/23/15 8 GENERAL NOTES A A _ 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE A.3 A.3 NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 8'-0° -W2° 6'-'y2' B'=0" 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO POST CONSTRUCTION.CONTRACTOR I-EA T DN. OST TO ASSUMES RESPONSIBILITY FOR ANY DN. LVL HEADER HDR. DN. `�� v 'v; %1��/.J✓.���i���/,��,✓i���1�����:✓O.��'✓✓:v�/✓.�/a%/��,�x/ MISSING OR INCORRECT LV DIMENSIONS NOT BROUGHT TOTHE "l ATTENTION OF THE DESIGNER. (2)2.10 P.T. ___ ✓e/ HEADER, FL65H r 1 POST JOIS 5 @ I°oG yo ON. PROP. 2x8 O.C.COL ` I � �� TIES @ I6 O.C. .. (3)2xIO T EXISTING HEADER ON. SUNROOM ,% ,✓ U.N.O. EXISTING FRAMING 2.10 P.T.DECK ✓/' XX/XX/XX (TYp,) TO REMAIN JOISTS @ 16°O.C. PROPOSED PROPOSED < II POST FAMIL?f RM. DECK "�/` FAMILY RM. NO. REVISION DATE o ✓` DN. ✓ B B B B I ' --� © COPYRIGHT A.3 NORTHSIDE HEREBY EXPRESSLY A.3 I RESERVES ITS COMMON LAW COPYRIGHT.THESE PLANS ARE NOT 2xIO P.T.LEDGER w/ TO BE REPRODUCED,CHANGED OR 2-%'DIA.LAG BOLTS @ iN COPIED IN ANY FORM OR MANNER (3)2x10 O.C..U5E EPoXT A5 x WHATSOEVER WITHOUT FIRST HEADER '� T NEEDED IN CONCRETE ' J ON. WALL r OBTAINING THE EXPRESS WRITTEN _ A PERMISSION AND CONSENT OF OBL.2x12 _ �;:'��r'✓,�y�;<'iq///// `J' "A 4111A ,'f'.,'".,09'.r,/'`.'"./`.?",d/./'.% ,.®/%''�^A�/0 j,.. �. --�--__ .f NORTHSIDE DESIGN ASSOCIATES. EXISTING IU II ST /v, 11 ✓r' DESIGNER: KITCHEN UP/DN. NORTHSIDE a EX15T'G CEILING v - __ ,v' �'°m` '��3t�>/,6,!'B,i`l"�f�d�r!��✓`.'` �,���e°�,�,�1��,,°�.°�,�.�1'> DESIGN JOISTS p J ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - -- �a 141 MAIN STREET•YARMOUTHPORT MA 02675 f - _--- DBL.JOISTS `' (50R)362-2210 (508)362-9502 �f NORTHSIDEDESIGN.COM e @ PULL-DOWN NORTHSIDEl@COMCAST.NET STAIR ✓ , >d PROPOSED A,LJ `5 IN Ew T c s ATTIC TS 4"x4"x.25"COLUMN TS 4"x4°x.25°COLUMN BUILDER: N0.2 STORAGE � � � UP°/`'DN `' 46"STD.BASE PLATE<! 36' STD.BASE PLATE 6 > ^° 2-�q" DIA.ANCHOR 2-9'q° DIA.ANCHOR BOLTS TYP EXISTING ___ - O _ ✓' __ _ CRAWL SPACE d W 12x40 STEEL '. EXISTING FRAMING ✓✓' f BEAn, DROPPED U4x6P/POSTS ` TS 4"x4"x.250° To REMAIN '� TS 4°x4"x.250° 6 UP/DN. E COLUMN W 12.40 STEEL BEAn COLUMN $ STEEL BEAM ✓� ABOJE /d s O5T PROPOSED 6 UP/DN. GARAGE SLAB ON GRADE ✓;° STRUCTURAL ENGINEER: a FJ08TING ' TAYLOR DESIGN BEDROOM ! PROP.2x10 ATTIC i JOISTS @ 16"O.C. �' ✓ LLC EXIST'G CEILING y ✓� JOISTS ✓y r '✓rr'r, .�✓y.', �'✓ � STAMP: 'g i _ __ - - -- __ ;%✓%/Yy„i"e'•�/'.v`>/N..;�%%�.✓'%.^' 2.8 P.T.DECK °�J -,�',: r r�i�i�r✓�.iri i�d�i�r✓a P ��✓��✓.[���r��ii/1/����� /�.d i JOISTS @ W O.C. 2x6 P.T.LEDGER VI/ ✓° a OSTS U 2%°DIA.LAG BOLTS �, A OST (3) I-1•'�xll-7,¢° LVL T OST OST T T I6'O.C. >, i HEADER CONT. ABOVE DN. DN. DN. DN. __ o/°'/ "�/./6, in' f'.% '�'P - UP/DN. UP/DN. (3) I-��xll�,�" LVL -� POS HEADER CONTINUOUS (2) ER P.T. DN. HEADER 6.6 P.T.P05T PROJECT: 24'-0" PROVIDE 10°DIAM.50NOTUBE PROPOSED W/BIGFOOT FOOTING(BF2B) FOR COLUMN SUPPORT ABOVE GRAVINA A A.3 RESIDENCE A 11 HEATH ROW A.3 MARSTONS MILLS,MA MULTI 1 3/4"BEAMS ATTIC FLOOR / CEILING FIRST FLOOR ATTIC & IISTFLOOR 2 PIECES v 2 ROWS OF 16D NAILS @ 12°O.C. FRAMING PLANS FRA MING PLAN FRAMING PLAN SCALE.11/8 I 3 PIECES Qi 2 ROWS OF 1/2° DIAM BOLTS @ 12°O.L. PROJECT#: SHEET - 15-12 S.1 TYPICAL LVL/GLULAM BOLTING/NAILING DATE: OF SCALE: 1 1'-01' 06/23/15 Q III GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE A 2X6(d 16"O.C.UNLESS OTHERWISE A.3 NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR POST -POST DN. 05T ASSUMES RESPONSIBILITY FOR ANY ON. LVL HEADER° TO HDR. DN. MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TOTHE � ATTENTION OF THE DESIGNER. (2) I IDLE 13 LVL RIDGE PO5T E rin'. � ✓�� DN. � PROP.2x10 RAFTERS � @ Ib'O.C. 6 i (3) 2.10 N. HEADER r DN. XX/XX/XX I U.N.O. PROPOSED EXISTING °(TYP.) FAMILY RM. N0. REVISION DATE SUNROOM 0 EXISTING ROOF POST o ® COPYRIGHT FRAMINGB ..........................ON;,,,,,,,,1,,,,,,_,,,,,,.................................... ................................................................--ol,,,,, rB HEREBY EXPRESSLY RESERVES ................................................. ... ..................................................... � A.3 RESERVESS ITS COMMON LAW g COPYRIGHT.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST EXISTING (3)2.10 x -------- OBTAINING THE EXPRESS WRITTEN HIPS HEADER ® OST PERMISSION AND CONSENT OF 13 DN' NORTHSIDE DESIGN ASSOCIATES. I i 0 0 -.13,. . DESIGNER: _ _ _ NORTHSIDE II OST '"' OP. 2x8 EXISTING DN. a I DESIGN i VALLEY AFTERS r I @ 16 O.C. I , EXISTING PROP.2x8 ® ASSOCIATES p r y I �� a� KITCHEN RAFTERS 1 �1 I I @ 16° O.C. �U n DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LAY ON ON EXISTING Z f jLAY O 301 MAIN STREET'YARMOUTHPORT•MA 01676 ?Q ROOF � PROP. ROOF POP.2x12 p f EXIST'G R 8 i t•--HP M.BEDROOM F� m I I RIDGE ��, ; (5081362-II30 16081362-98W W/2xB @ I6° W/2x8 @ I6' EXISTING ROOF N I` - - - �, X O.G. j O.G. I I O 0 NORTHSIDEDESIGN.COM FRAMING I w I NORTHSIOEl@ COMCA6T.NEf PREFAB PROPOSED a w '✓ I CUPOLA �O EXISTIN , GARAGE ABOVE HIP ✓ ExIS / I I d G - O5T BUILDER: RAFTERS BA H - 4x6 POSTS K DN. NO 2 6 DN.TO STEEL OS BEAM BELOW _ (2)2.10 0 EXISTING LIVING ROOMI RAFTERS EXISTING ROOF II PROP. 2x12 2 1_� _ FRAMING RIDGE - - / x11-71" LVLx�'WL HEADER PROP. 2111 RIDGE 1 I ews c y ®AFTE 16 cs T STRUCTURAL ENGINEER: EXISTING EXISTING EN RY I __ __ _ _ 8� 2.5 DORMER ROOF TAYLOR DESIGN M.BATH LAUNDRY RAFTERS @ 16 D.C. ° 2-x12__RIDGE IIII __II --- 0 N ii LLC LAYO STAMP: EX15T'G RATERS ROO 2,11 _- IF 328 HE E K .,, BEDRM. - -- PROP.6x6 OST DN. P.T. POS;�7w� = . DOST DN.T TO NDR. D DN.T (3) 1-3'4 II-%° LVLHEADER CONTINUOUS(z) zxlo PROJECT: HEADER 2'-0° 24'-0' PROPOSED ROOF FRAMING PLAN GRAVINA RESIDENCE MULTI 1 3/4"BEAMS 11 HEATH ROW MARSTONS MILLS,MA I 2 PIECES P 2 ROWS OF IGD NAILS @ 12"O.C. r%�AN RAMING SCALE:1/8" 3 PIECES 2 ROWS OF 1/2' DIAM BOLT5 @ 12'O.C. - ^ 4 PROJECT#: SHEET TYPICAL LVL/GLULAM BOLTING/NAILING 15-12 S.2 SCALE: 1"=1'-0" DATE: OF 06/23/15 8 REFERENCES: ASSESSORS REF.- Land Court Case 16427D Map 063, Parcel 075 Certificate #200862 �ti FLOOD ZONE: Zone B & C (see plan) Prepared For: Community Panel No. #250001 0015 C Leary FP, LLC August 19, 1985 - ' • r 17 Boyside Lane Kingston MA 02364 OVERLAY DISTRICT. GP — Groundwater Protection District Y 4u tir ?A LOCATION MAP: Scale: 1" = 2000'f ZONE: RF _ LOT 20 Area (min.) 87,120 SF (RPOD) LOT 48 Frontage (min) 150' RO'4o1l Setbacks:L=82.03' aa Front 30' ,00 R=53.38 \ o Side 15' Rear 15' of �o � � S � LOT 21 iP \ Fnd Existing Well ® �' Fnd F LOT 24 iP 49,800±SF 1.14±Ac. Fnd 1 >, COT 23 un f�T p rn A. y IP Fnd N LOT 25 Approx Septic W. System N� As Per BOA;z},_ Of YIs 1 _ - Card ; 7� � _ o RICHARD R. r"r ��► _ I l'--- n , 1.'HEUREUX Proposed No, 34312 0 1 -/ \ 9"' � It10r1S � �' _.... � - a eat TES ._ 14.5' • iP 24..5 0 Fnd y. `o NOTES: 5 ` -- w 1.) The structures shown were located on the ground Fnd by conventional survey methods on (or between) s r^ 071AUG113 and 01/OCT/13. Tr>, 2.) The property line information shown hereon was `'v'z i30f' compiled from available record information. F. 3.) This plan is not for recording and is not to be used for construction layout or deed description ri Ot�� purposes. > 0 �TA1W1 UY Stic 0 10 2030 40 60 BO FEET { , / Sheet # CapeS ury T+tie. plan Showing Proposed Additions Dw9C2817Parker Road Scale At 11 Heath Row 1„=40' �] of Osterville MA 02655 Mass (508)420-3994 (508)420-3 rn 995 lax astab/e (Morston's Mills . Date 10 T 13 copesurv�apecod.net � /OC / ` �. M Gr iu z o u�rau r hti C�I'� f 0 v z J O I A) � i 4 J C it ul --A:12 PITCH � - r d p,Nl � ! 0 - _ 1 � Q =L.._ _ s�r7i71_I �. 12:12 FITCH w r 11 r rl Q ITT-Lr_. - 6:12FITCH J TT I - T FM v 7 _ t � S _L 1- r _ r-C 1�x r - t SE ❑O ._ _. — 0 w. - - - — _ -- —- --- M M — 0 ---- _ =-- -- _— 0❑❑ 1O — —-- -- R16HT 51DE ELEVATION W FRONT ELEVATION � . 12:1'2 FITCH 'fI. - - 4:12 FITCH— Q (n L / - 6:12 PITCH 1S= / B:12 FITCH EE LHH' -_-- _. — _ Date; _ _ -- — — -----_ --- — --- — , '` 9-16-13 Revisions: 10-1-13 10-9-13 REAR ELEVATION LEFT'51 DE ELEVATION 10-12 13 Final Plans I LEVATION5 1l -1 -Q I 1 I L II ___ 4X6 PT P05T5 ON 12"PIA B16FOOT 50NOTUBES @ 4b"BELOW GRADE AT5UNROOM N 66'6 17, Z W-4 1/2" F- 1, : 10' 12 b' —10'- T 1 q H 4X6 PT POSTS ON O 12"VIA SONOTUBES v Z @ 48'BELOW GRADE J ------ ---AT DEGK5--------�j-1, < � z Z LLl p .o WEO � F 16-6 1l2" :o a 4, 1„ —I — — — — — — — — — — — — — — — — — — — - - — —� — -� — 1 2„ 3'-4' II II — �_I_.--I AFFROXLOGATION OF EX.BH I I I I I z Z o I I I I EXISTING FULL I I I I z EXITING FOUNDATION FOUNDATION TO 1_-10112 II ( I W TO REMAIN AS 15 REMAIN AS IS QC ry ry II FULL FOUNDATION I 'I J II I I ; I i I I i 61-1"— 5-10 1/2"- - -, I II I I ; I ry I L — - - - - - - - - - Q0 LOUP _ < I a � I � I - - — — - — I ; I I I FOUNDATION PLAN scale: 5/16=1-0 I I I I Date: SLAB ON GRADE I I 9 16 13 @ GARAGE ,, I I ry Revisions: 10-1 13 10 9-13 10-12-13 _:. Final PI ans - 26, 66-6 1/2" 15'-4 1/2" Z _O 4 4 H _ wn I I Q) O � Pv v Z (4)VELUX i Z V5 304 _ r 0(- FL 5UNROOM Z Z O DECK d RAISED GLG _ V Fn o1 - DEC 11 X 14 K 11X14 II OQ Z W Q C) J - 50' 16-6 1/2" ro 2' 8'-3 314" 1 WOS W05 I I D 5 D?0 D19 D00 w 0 - _ - W1530 W153o BCW2430R -2 1/2" 73 U22 - 1815E I 021R I $833- Dlshwa4her lbasi915R II LC0361 Jo - EXISTING 14'l" < -1 1/2' BULKHEAD woe ` n NE"GLos II KITGHEN m 3 i : 2�- c. VALL5-10 BE'1-4 STUDS EXISTING iV WITH GL6 OVER,NOT — — —I a BEDROOM O RUN TO RAISED GLG - I(: e2111 Dao 8211 .. _ HT IN LIVING RM - I I I I I I 1 I COMPUTER 3 in PANTRY ROOM 10'3 112" ZEXISTINGLIVING ROOM6s zD07 - - - W351427 W2730 W2730 8-6" - I 1 GLOS 11'4 1/2" 6'-0 1/2 s EX.GL05 I a,UP 5'-q 1/2" Don D03 � ICI = D,5 BAT n REMOVE I - PARTITION t FI IrINING:R00M m GL 5 11 �r c � fV wJ N/3 L��jj 4'-4„ D14 DI6 4 8„ -� ' woo a twos Ll L LAUNDRY •— q, r — - -- uos �, Q TDOOR SHOWER 4--, 6' �wos wo iv I 9' ln) m Dig T T QC � tA> FIRE-GODE S ITRK @ WALL �.. FIRST FLOOR PLAN scale: 3/16= 1.O r FIRE-RATED DOOR ADJAGENT TO LIVING SPACE tn) - U) w07 WINDOW SGHEOULE: NUMBER LABEL QTY FLOOR 51ZE WIDIrH HEIGHT OESGRIPTION HEADER GOMMENTS W01 264ODH 1 1 2640DH 30 48" DOUBLE HUNG- 2X6X35" 2 ANDERSEN 24310 W03 26400H 4 i 2640DH 30" 48" DOUBLE HUNG 2X8X35" 2 ANDERSEN 24310 V405 2648DH 2 1 2648DH 30". 56" DOUBLE HUNG 2X4X35" 2 ANDERSEN 2 46 m W06 26480H 1 1 2648DH 30 56" DOUBLE HUNG 2X5X35" 2 GARAGE WOl 2648DH 2 1 2648DH 30" 56" DOUBLE HUNG 2X6X35" 2 ANDERSEN 2446 = 4"GONG SLAB WOS 2648DH 1 1 2648DH 30" 561, DOUBLE HUNG 2X8X35" 2 ANDERSEN 2446 N PITCH TOWARD OH ry WOq 2811FX 1 0 2811FX 32" lq" FIXED GLA55 2XOX31" 2 B5MT UTILITY WDW DOORS TO DRAIN W11 6050TG 2 1 6050TG 12 36" TRIPLE GASEMNT-LHL/RHR 2X4X11" 2 Date: W 10 6030TG 1 1 6030TG l2" 60" TRIPLE GA5EMNT-LHL/RHR 2X8X11" 2 ANDERSEN C35 W12 g013FX 2 1 g013FX 108 " 15" FIXED 6LA55 2X12X116" 2 TRANSOMS OH GARAGE DOORS q 16-13 -- 4 VELUX 304 SKYLIGHTS RO 30 5/8".X 38 1/2" DOOR 5GHEDULE Revisionls: NUMBER QTY FLOOR 51ZE WIDTH HEIGHT DESGRIPTION HEADER GOMMENTS 10-1-13 Vol 1 1 12068 EX 144" 80" EXT.QUAD 5LIDER-GLA55 2X12X152" 2 10-9 13 002 1 1 12065 EX 144" 501, EXT.QUAD 5LIDER-GLA55 2X1X152"' 2 woi 10-1-13 D03 1 1 1666 L IN 18" -18" HINGED BIFOLD 2X8X23" 2 F — _ — — — — VO4 1 1 1666 R IN 18" 78" HINGED BIFOLD 2X8X23" 2 005 1 1 2666 L IN 30" 78" HINGED DOOR POq 2X8X35" 2 006 1 1 2666 R 30" 78" POGKET DOOR POq 2X8X35" 2 Final Plans: 001 1 1 2666 R IN 30'. 78" HINGED DOOR POq 2X8X35 2 T•REUFPE EXISTING D08 1 1 2665 R EX 30" 50" EXT.HINGED-GLA55 2X2X35" 2 �o DOq 2 1 286b L IN 32" 78" HINGED DOOR POq 2X8X31" 2 OPT:REUSE EXISTING i 010 1 1 2866 R IN 32" . 78" HINGED DOOR POq 2X8X31" 2 OPT:REUSE EXISTING Di 1 1 1 2868 L EX 32" 1001, EXT.HINGED-GLA55 2X6X31" 2 D12 1 1 2868 R EX 32" 180" EXT:HINGED DOOR POq 2X6X31" 2 FIRE-RATED R P13 1 1 3065 R EX 36" Boll EXT.HINGED DOOR E06 2X6X41" 2 _ 014 1 1 3068 R EX 36" t80" EXT.HINGED DOOR POq 2X6X41" 2 OPT:REUSE EXISTING — — — — — — — — — — 2. 015 1 1 3068 R EX 36" 00 EXT.HINGED-GLA55 2X6X41" 2 DI6. 2 1 4666 54" 78" 4 DR.BIFOLD BIFOLD 2X8X5g" 2 —1'-4" � l'4" Dil 1 1 5066 60" 78 4 OR.BIFOLO BIFOLD 2X8X65" 2 018 1 1 6068 L EX 12 180" EXT.5LIDER-GLA55 2X2Xll" 2 —26' - D1q 1 1 6068 L IN l2" !80" SLIDER DOOR PO4 2X3Xll" 2 020 1 1 6068 R IN 12" 00" SLIDER DOOR PO4 2X3Xll" 2 D21 2 1 go10 R 108" 04" GARAGE GARAGE DOOR P02 2X3X116" 2 022 1 1 2666 R IN 30" 78 HINGED 0OOR POq 2X1X35" 2 • z O Qw z � O � N I � z z ! O Lu - i v C) 3-0 HIGH Q RAILING w d FIRST 4 Q TREADSto — n! lll Z — 22 l DORMER O Q LANDING HT TO BE - ONE RISER DOWN I ! FROM 5EGOND FLOOR LEVEL EL 3-3 Z o 0 _ N I _ {— Q - - — o, o is 48 @ SINK o Q L I N E Nc i - I I D02 6-11 1/4„ bOHTOF I ! GL 05 : .WALL @ BACK „ OF GL05ET D04 D02 D02 OUTSIDE _ I - OF o DORM_ ER) GL 03 I I _ � t 5-0 TUB/SHWR 10'-4 5/4" 10'-4 3/ ! � 4 _ BEDROOM #2 - BEDROOM #3 _ 0s we Ct� cv 3 v 12 4 3/4 12-4 314 c� T — DOOR 5GHEDULE NUMBER ' LABEL G2TY FLOOR WIDTH HEIGHT DE5GRIPTION HEADER J D01 2666 1 2 30 ., ib INT.,2 DR, BIFOLD BIFOLD 2X6X35" 2 - �r I i � L D02 2666 3 2 30 " 78 ,' INT, HINGED DOOR POq 2X6X35" 2 D03 2566 1 2 32 " 18 ., INT,.2 DR. BIFOLD BIFOLD 2X6X31" 2 D04 6066 1 2 72 " 18 INT.. 4 DR. BIFOLD BIFOLD 2XSXll" 2 I • WINDOW 5GHEDULE I NOTE: a , LABEL QTY FLOOR 51Z I I HEIGHT DESGRIPTION HEADER GOMMENTS KNEEWALL'@ NUMBER >~ W DTH in NO 2240DH 1 2 12240DH 26 48 DOUBLE HUNG 2X2X31 2 ANDERSEN 20510 5 O HEIGHT W02 26340H 1 1 2634DH 30 " 40 " DOUBLE HUNG 2X5X35" 2) ANDERSEN 2432 IN DORMER/LIVING ROOM W03 26340H 1 1 26340H 30 " 40 " DOUBLE HUNG 2X6X35" 2 ANDERSEN 2432 IN DORMER/LIVING ROOM w , w 4 W04 2634DH -2 2 26340H 30 " 40 " DOUBLE HUNG 2X12X35" 2 ANDERSEN 2432 Date: W05 12600H 1 2 2 26480H 30 156 IDOUBLE HUNG 2X6X35 2 ANDERSEN 2446/EGRE55 ---...__-- - _- __..._ __--_-_-_ q 16-13 Revisions: �� sions. ! 2-5 2 5 2-5 2-5 10 1 13 10-q-13 I 10-12-13 5' 4"-10" 6'_4, 4, �, 5' 26' Final Plans: D FLOOR PLAN scal : J _ - SEGON e 4 1 0 . 4 ICI I � I L T I !II I I ���,r.�.,nti ;��>.�.<,�,�nr.=M.,�:...�..�.,�,.�.;».,�,. „>�.�,,�.,,>,.��,., . „�-.�,�,..�,:�„,,,m.,,�.,..,„T -n,�.:x,r~rM,�.: w�:�.. .�..,-.,� �, _ �.� ...n.—_ w ..._..T T_ __ _ .• -,-_�_.-----__—._ ,_._„�..,_�. _� ,—..��, _ ,_� . _ I t 4�y y r, <° \i� I ya , �.„ '„`� ,.�,s-.�.« ,ws. ..�nh�,..,..mre•.r..,.„..,;... ..,., :«-.r....aM:w„mr.:,-. ,.A.,,,,,nw� .,»,.,x.::Rw�. �.,.,..,. _ ;— rell.II .,.,. �._T�� � �., �' .:� i z x cat, x ► 7 , , > I kl �! 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To � � I�, �11 L , � w D i la �_ �T 1'0� � t� 1 :; � t;2 : I I C , r , T2 V0. r vv 622MA 11 I , _ _ T _ G77 z ks) qw zI-- O0) z < Ln � z Uz zuj O vQ oQ az w < A ro 50' 6068 6068 6068 2868 403ODC r N Ln r 7- KITCHEN BEDROOM f 21-61.►ten � .- ;; < Z km AC I ss a2 BATHRM ry N LIVING ;i, DINING ROOM w..,,. .. 2868 .' 2868 ra 2468 i GLOS GL05 N 11 -1 5-q 1/2 P GLO5 V, L sa oz2 t— N iv BEDROOM r` t BATHRM N mI^ "81 _ 11032SC 11032SC 3068 - U) 4049DC 4049DC to 4049DC I 14'-10 1/2" 1 T-I 1/2" 5'-6" 12' Date: 9-16-13 r Revisions:: EXI5TING FLOOR PLAN scale:1/4=1-0 10-9-13 10-12-13 Final Plants: TYPICAL SYSTEM PROFILE AREA PLAN FINISH GRADE= •O¢FDN TOP NOT TO SCALE U_ ;' 40 r 46.00 FINISH t SCALE : I - FINISH GRADE OVER TANK q 5.b0 GRADE OVER PIT= O LOT 24 _ REGENCY DR I VE 50 80Gt- S F -� .._ .... I ��•OU PVC OR O O ... • . • e o C. I. TEES r' • . . • e e e BSMT t ;. � ..o '. IG 0 ., " r i + o • e • o • o r FLR 3 O GAL. 4tt G' REINFORCED i, DIST. BOX o r • • >• • e e o o j � CONCRETE 8 .. e e e � � • s • o o • , TO BE 'INSTALLED ON .: o ,.o.... . .. ..:.:b.-. .. o •a:: -..,o... ,�.:.•:a.. .: a :�,. ._a:..:.;.o .;...> A LEVEL STABLE BASE 04 � • re • • e e o r r r � , SEPTIC TANK t TO BE INSTALLED DNA '' • • r . • • e "re �. LEVEL STABLE_ BASE • • • • • • e r e e I' nw .. p, 2�t i/8 t� 1/2 to WASHED e o e • • 4 • 0 Ite r .., ' SHED PEASTONE ALL 4 L � BRICK a«MORTAR COURSES A •jr' 1 7,3 � , -�� � : OU SES S AROUND FREE OF IRONS, FINES • • -• e • • e e u e . <.� REQUIRED TO BRING COVER TO GRADE Q �p AND DUST IN'PLACE j LEACHING PIT 24 "C.I. MANHOLE V 3 4 ' TO' I-I 2 "WASHED CRUSHED � N OLE COVER a / / S Y ` - FRAME- SEE- DETAIL STONE ALL AROUND FREE OF BASE TO BE 'LEVEL I 1 RONS FINES AND:DUST:IN 12EQ D. . LOT - c,e• PLACE h FNo FOR FIN. ,GRADE ` SEE SYSTEM PROFILE 50, 800 ± S F, SOIL AND PERCOLATION n DATA � 8 PERC. RATE. MIN. IN. AREA PLAN S s T F• a - �.00A lON O Pi20P45i= n � �t ., , . •�: •- F 4 <` , . .e , OR INV.ELEV SEE _ _. • . ., _ - C. D. S P O H R P W7~ 1 N LET o , SYSTEM"'PROFILE -� TAKEN BY.. �,RSA PL.:A N P E���`D 'F�0 I� � �-� - , tt • . �• P LINE 0' UIZR j - D I \ EJl , ,_ PAU1. Iv! AY BARS .8t?,®r' !#e;A1Tti a I� �" :�(041 ,S �.T. �_. D• „ ,,, ,, � WITNESSED BY. , o D OPENINGS W/,4 1/8 CO, .,, o 119 J u� .�► B�: CAP� - 'fir 13�. t�.1�►1U5 .� a . _ , OUTER DIA. a, i 3/4 _ o e DATE.. INSIDE<DIA. _ 3O _ _7 TEST P{T G D I , �C►,�L I — �D r�L.�. � � � o N ELEV ,.� h t. , , . o , , �., _ N {5a MtIN. 6 0 � + ,• ., o _ ,. TOTAL .- � , } e .t_ \ AC,—H Ptr AREA . � Q fj �d �- ( toTl tI~ x, R o :o D Na Rus , E� I� 1 l 1 . , D D _ -- © E 1.. S.S. .. . _ i U$ .. D D o _ 4 .�+{� 1 0 `0 . 0 /� p IF N Y t . - . 0 ,0 0 0 o f y. . A4. MP ASS >xIEU = o D oSHARP —_— I _., _ _ LEY. � _ �, _• _� ,. D U o P: ` e t'!,r ► _ r L 5 , c, 2SAMD 0T 2 .: e� g T.-..PE ,_ � 0 RC HOLE- ~ 4b. FAD 4( NN EFFECTIVE DiA. DOWN..- 2 r 1 LEA` HIN PIT I ' >� / C G SECTION . . ,, Q 1 12 r l Y_ _ _ NO SCA L � ..; DESIGN ' DATA . :...,. � a. 0� _. I . , � ,• NOTE. DO NOT RUN HEAVY `EQUIPMENT OVER SYSTEM _ NO. OF BEDROOMS Aor�.RE51 , �. _ .� .�_ DISPOSAL .�.., PIT, . ,_ t 3 ; [� l \ PCZEcA51"_ Opc RETIr .C, B ax LEACHING PIT NOTES. 3 0 V- M. NC1 E d EST. TOTAL DAILY EFFLUENT GALS. ► I? pROPI,r . " 1 . CONC.'T B 00 P. SEPTIC .TANK A ' .._.,�. 0 E 4 0 S.I a 2 8 DAYS . GAL. LEVS. F�AS�D '�' P ._ . y -. 2. REINF W 6 x' 6 6 GA. W. W. M. o eN C , 8 AS SHOW t+l ppEcAs'r<CAI�1C Q)ETE tEa QF ,�X 1 �a"C� t , SEE ' ING_.PtT 1 RhD 3. 2 AND 4 T A AVAILABLE F -i �v, Qb • EXIST- SECTIONS RE OR - � ASS �L�1 �7 E'k.k�f. 50 Oo � o � O b -Ta �� .; GENERAL NOTES q4 os -r,H, pROF►L� .. GREATER DEPTH REQUIREMENTS F 4 D C ro �ACN �tr F � s . . Ci�, F HA/l4) : I . ALSYSTEM P _ ,t, � � � , L COMPONENTS SHALL BE INSTALLED IN ,•o s 43 't- NOTE. t ACCORDANCE WITH TITLE OF THE STAYSANITARY 3 5 E CODE EXCAVATE TO ELEV. t OR LOWER AS 6, DATED JULY'i 1977 8, ANY LOCAL RULES APPLICABLE. 3 2e, 1000 GAL• MSCA5 r C.t?I��CPZE , �,3 3•x , , ss REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING �3' •�- ( _ 4i�TtQ, '�. ,lk 2. ANY CHANGE TO THIS PLAN MUST BE APPR D. BY THE s9a 2'+ �. MATERIAL BENEATH PIT. REPLACE EXCAVATED MATERIAL BD- OF HEALTH AND CH ? 4 ARLES D. SPOHR. WITH CLEAN,CLAY FREE GRAVEL, MECHANICALLY ' 'SE'r ��' COMPACTED IN P A 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, .� 3S'- PLACE.E. SIDE A EA I 8 S. .4 .F. GAL A95 NOTIFY THE ENGINEER" FOR INSPECTION. Y R S / GALS , 7 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED. BOTTOM AREA S.F Q I S. F../GAL GALS - sTk 85 5. THESE ELEVS. MUST NOT BE CHANGED WITHOUT WRITTEN .wr TOTAL AREA - 2 S. F. TOTAL 58 2. GALS \Jt APPROVAL BY. CHARLESD. SPOHR. LEGEND 6. FOUNDATION i NSPECTI ON READ. WHEN EXCAVATED. 50.0 EXIST. GROUND ELEV. ' FINISH I tr tt 50.0 N SH GROUND ELEV: UNDERLINED N RE:ST _k N O W tit - 3F .. __ .EA REV. DATE DESCRIPT0N srk. q j+_ ik WF- L.L I PJ T•H 47 50 PIPE INVERT. ELEV. r �r *Sri AREA 00+ _. sEr.. 2 - TEST PIT LOCATION � L01 23 x o SEWAGE DISPOSAL SYSTEM I A FOR SEPTIC TANK � l o MR.- � MRS. T A HOM S O CON N O R p DISTRIBUTION Box LOT#24 'REGENCY DR I VE MA '�— 4 C. PIPE HEATH ' WAY LYNHC3LM , _ p! ltiitttti- 4 BIT. FIBER PIPE TIGHT JOINTS y ; . MAR � , � � Y ST aI�4S M ILLS MA. DESIGNED. C•D-S OHR DATE. ' D R A W I N G N0. PROPERTY -LINE t9 JuNE ?9 DRAWN: C SCALE: SHOWN 9 9 MIN. CODE DISTANCE , ..: ti r S. L s o MAP SEC PCL LOT HUUSE _.- CHECKED: C. D. S .