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HomeMy WebLinkAbout0255 PARKER ROAD - Health (2) 255 Parker Road, s ervi , r A 1.1.6 76 K Y Commonwealth of Massachusetts Hb,04-40 p Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 255.Parker Rd r Property Address wa McKnight Family Trust y Owner Owner's Name / . information is 0 terville I✓ MA 02644 8-27-2020 �'' required for every page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:when.filling out forms A. Inspector Information 41014Y on the computer, use only the tab Darrell Stone key to move your Name of Inspector , cursor-do not Cape Cod Septic Inspection s . use the return Company Name =ti y P.O. Box 1466 rdn Company Address Harwich Ma 02645 City/Town State Zip Code (508)240-2500 SI4995 Telephone Number License Number i 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 Y 2. ❑ Conditionally Passes 3.;' ❑ Needs F her Evaluati by the Loc pproving Authority = 4. ❑ Fails ' .S ' I 8-31-2020 Inspec s to r r Date The syst 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 c Commonwealth of Massachusetts 1n I Title 5 Official Inspection Form I a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary - Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. .J 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: f i I 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.712 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 I Commonwealth of Massachusetts ►p Title 5 Official Inspection Form, Io Subsurface Sewage Disposal System Form- Not for Voluntary Assessments �. � 255 Parker Rd Property Address , McKnight Family Trust Owner Owners Name information is required for every Osterville MA 02644 8-27-2020 page. Cityfrown 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. ❑ Observatiori 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,pipp(s) are replaced+. , ❑ Y �❑ N , ❑ ND (Explain below): i ❑ obstruction is removed ,,❑ Y ❑ N ❑ ND (Explain below): ❑ ,distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): r ❑ 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.7/2 612 01 8 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form ii Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is Osterville MA 02644 8-27-2020 required for every page. Cityrrown 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: 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.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 18 Commonwealth of Massachusetts 1, Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 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 El ® Liquid depth in cesspool is less.than 6" below invert or available volume is less than Y2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® _ Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 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'C.4. 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 r , Commonwealth of Massachusetts Title 5 official Inspection form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is Osterville MA 02644 8-27-2020 required for every 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 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 ® 15.302(5)] approximation of distance is unacceptable) [310 CMR app P t5insp.doc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts 1- Title 5 Official Inspection Form F�a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owners Name information is Osterville MA 02644 8-27-2020' required for every page. City/Town State Zip Code Date of Inspection - De System Information - 1. Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Description: 4 bedroom residential dwelling Number of current residents: 2 t Does residence have a garbage grinder? ❑ Yes ® No t . 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)): Detail Sump pump? ❑ Yes ® No Current Last date of occupancy: Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts P Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commerciallindustrial 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: Unknown 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.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Tile 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments + 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 M7-2020 page. Cityrrown 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. r Other(describe): Approximate age of all.components, date installed (if known) and source of information: 2002 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 32"+/- p g 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.): - Apparent good condition t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 Commonwealth of Massachusetts �n Title 5 official Inspection Form Ia Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is Osterville MA 02644 8-27-2020 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 26" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 1500 gallon Dimensions: 6'I Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 26" . Scum thickness Distance from top of scum to top of outlet tee or baffle 611 16" Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? 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.): Grade to inlet cover 9" Normal liquid level No sign of leakage SCH 40 outlet tee Recommended next maintenance pumping within 1.5 years Recommended maintenance pumping every 2-3 years t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 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 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 r= Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is Osterville MA 02644 8-27-2020 required for every page. CityrFown 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): 0i, Depth of liquid level above outlet invert 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.): Grade to box 33" Cover 14" 1 outlet Normal liquid level OK condition No scum No sign of leakage No sign of failure { t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form i; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name , information is required for every Osteryille . MA 02644 8-27-2020 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): _ Ff If SAS not located, explain why: Type: ❑ leaching pits- . _ number: ® leaching chambers number: 6 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system i 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 rn Title 5 official Inspection Form i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 page. CitytTown 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.): 6 infiltrators with stone (4412x2') Used camera to inspect SAS No sign of hydraulic failure 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.): it s5insp.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 I.- Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address `. McKnight Family Trust Owner Owner's Name information is required for every Osteryllle MA 02644 8-27-2020 page. Cityrrown 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.): 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 1' a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 255 Parker Rd Property Address McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 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 g r-t2C tJT A 3 A i 13 2 42- 2 Z4- 3 53- n � I I i , F I 6 I I t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 ' Commonwealth of Massachusetts Title 5 official Inspection Form ' �a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 255 Parker Rd Property Address ° McKnight Family Trust Owner Owner's Name information is required for every Osterville MA 02644 8-27-2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.)- . a r 15. Site Exam: ❑ Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: >5 i feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record t If checked, date of design plan reviewed: 2002 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) . : .. ® Checked with local Board of Health -explain: Plan on file ❑ Checked with local excavators, installers-(attach documentation) _ ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Elevations from the design plan Bottom of SAS ELV. 20.0 Bottom of Test hole ELV. 12.0 NWE Separation >5' Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 L Commonwealth of Massachusetts Title 5 Official Inspection Form ra Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 255 Parker Rd Property Address McKnight Family Trust Owner Owners Name information is Osterville MA 02644 8-27-2020 required for every 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: E. 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 I, bsurface Sewage Disposal System•Page 18 of 18 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Su 9 Po Y 9 •D�kSIG N DATA i-1.5" WASHED STONE No Ga.rba3a GrinAcr- _ Daily Ffow x liQ gt /�e�.... 12.' Syat�o-famc _ .sso x 2ooryo = u5E 1500 GAuort TA►�tc 44 L&EhCHtUG SYSTEM DE'5L6N APP Ircafton Arcs; Rc�v ut cQ PLAN OF LEACH CHAMBERS GP;D e.74 GPnAS� �+3 SF Atpti.cafio.+ Arc* pcs: N0 SCALE . S.dcwstl Ar=o C44'�-I x 2 24 . t3o 16v", Amat 44' Y:I 2 52 D ... t 2' ..' To-tal Arcs 75?- S 1= Ptreslsfie+. R•�c S wpw��wcb. FINISHED GRADE COMPACTED ALL G t ss 'I s • .: 36"MAX. 12"M N OF M4,9. - - -- 4...._ PEASTON 2" E g EPHEN CyG z; � tti� a 3/4" 70 7 1/2 " L Rr 3a r E} G 3 .5" DOUBLE o � ,�; �.�� A � .•, WASHED STONE 30216 p,�9FG/STER� F`SSJOfVALE "SAC C � SECTION t ,7 b / '1:Z�.•o NO SCALE 'Ta5T t-JO-LC PriT/i P-8397 3/7�93 £I Z4.0 fly2S.�t FM n S!/bSO/ /tscdrurT.. �C'Fct�/�6 6 t�a✓S sex 22 0 2Z GAL. 23.6 ... Ti . S�rnc 5' 20.0 mk Ado GJa Fnc: t . Dcv�ta PEQ Pl:to���..E A hl I Ccri-.f-j Tla; Thc. Pr.Poscr! DwcII SYTE .f SEPTSG PLAN 1{<KO1 Cor..pt.As W4" Jhc S.dc.l.nc Ahd Sct= LOCATION = 255 VARKI K 20AI> baeie {�c�v.rt.nc.Yf Of _T%c 76c�n _o f- !SCALE- I°.=.4-0' DATE 7/Z.&f Ca l. 6arns+ablc And rz q ' PLAN REFERENCEI- IJo, fZ�co.dLcaP t�Jan SPccial. FI°o.R Na2Anc4 Zor�t . ASSL550R5 MAP ( I(6 PARCEL:7� T W 'APPl7cAN - L- DA tlgC )',utG;H-r Baxter, Nye & Holfngren, Inc. Jar- 812 Main Street Osterville, Mass :02655 05fs,,---fs--from boild.rt 5.3i�oJlo1 'hot be usc.( `� Sob No: to csi�bl�sl; .�rori� ]I�ncs_ _ 1 0 - ZONE RF—I i AP So#losc►cs : 30' /5' IS' ��N OFyj / / P A S. s b� c R✓ G 7 �O STEP y� No.30216 'ceG. O s ti o�Fs /STERN �q� JOH �� S�ONAI.EN6 s- c KZ LA �r2oPosEo s� of io t .a ROU5C DB ` V T.O.F s 27.5 •a• g )4 PARKER ROAD 5ITe.1 5 6 PTlC . �L-4N 25 S perlxCe Rc,&J . Oster.. 11c , YYloss. Baxter, Nye & Holmgren, Inc. "CPA McKNlaMr 912 Main Street Sc*LAF: 1"-w40,7 piers: 7124101 Ostenrille, Mass. 02655 In a 9507.7 SweeT 2 0{ 2 l'SIG N DATA . - $in�lc Earn+.la�.� Bulrnon+ 1-1.5" WASHED STONE No 6artu�c Gnr�dc,r Daily Flows x 11a 3p4& .M z�2�-� 12' Sete ?anit _ .sSo xr2ao�fo = USE 1.500 GAuort TA14k. A4� LW*i:Hl1JG SYSTEM DE5Z6N App Iruiton Arca: RC vrR� PLAN OFLEACH CHAMBERS 550 GPn e..74 GP'()/SF �3 SF AMl.cal,or. Arc& 7Dcsi3n NO SCALE SrdcwaIt Aria (44. #-IZ, ),K 2 x Z ZZ4 - To+a,I Arcs 75Z: ;s t2' Pcreslufion R'=ic v vw.flwcb. FINISHED GRADE G(ass 1 s 36"MAX.- t 2" N. /j�/�y �j� � ma ���/ COMPACTED FILLN OF M�ssq , A���-�.,�,. 2 - . - e-..._ PEASTONE Mi c\ � 3/4" TO > 112 " Ci31L HEN y�� `a r/`� �%\„ 3 I5" 4 DOUBLE �. �'' aF. I • _�� I WASHED STONE", .302 t 6 9FGIST P �SSiOIVALEj/ .. ba� L ��� sECTTo;v . NO SCALE TAT 1-(O.Lr- D,iT/) El t r z O Q , 1 S LO( T, .Subrol/ z DlR 1So6 '� /dZdiu�t /=4, /,/a :G4tLrr'S 22,3 22.' ..x S��y 22,0 22 5 TA"k S4.;J �1 DcyCLa PEs> PRo Ft t..fc , A/c G).M _ a I Ccr+. T1a4 Th., Pr.Pesc.t Dwc►Irw� SLzown SITE SEPTIC PLAN N<ncoit Co�..Pl.�s W�l* The Sldcl.nc AKd Set'- LOCATION = 25S 'PA,RKLK 120A►> bodL Rctvir•eincnt`S Of TI1t "`b n o f' SCALE. I`.=Ao' DATE Borr►sia.b[c Ann X� A PLAN REFERENCE hlo �Z�co��Rcd' t�/an Special_ FIoeJ� Hz2�� Zones- : AS. 55aR5 MAP: � �(o PARCEL 76 Apr Crc T L.WDA ?llr K►JIGHT Baxter, Nye & Holmgren, Inc. 812 Main Street ®sterville, Maps. 02655 : O5Tsc-fIs. tb.M-1 boild+n�S sL�evldl yAot be vscj �- ` ZONB: RF-I i AP Sdt+ca�►es : 30'�/5 f/S' P�J( 1 OFp4,y 7G SOS STEP �yG No.302f6 a�P` /STERN JON �\ SS�ONAL29974 ECG\ Y 7 1L 0 �s IS1E l,a)a2wne CL,L S� N JIM KZ 5 i� P9,0POSE0 or to .0 t .b I Mrs KouSt Ds �. v T-o•F = 27.5 ... to 0 3rr 5 Pr"P• i�r A I h — _Ty-3 PARKER ROAD j ' ! SITE 1.S 6 PTl C PLAN N Baxter, Nye & Holmgrent Inc. dA McKN�attf ax 912 Main Street scxLI:: 0" 4-0' 7/a4/0/ �. Osterrolle, Mass.. 02655 0 a In O� 95OZ7 N. 5wEvT Z of 2 r '� '�� ! r �<' � y ,� _ ..' ' �'.' w.� �. l _ ... 1y, Z �': ri 7': ai t 31�.. ///// �.- � m f�J 9� � i ( a �,,y �� :� 9' .I �5 ., Y.i i � Y� ''i, � r, a�i, i �;,, i '; �,. ;f � :.,// F.�...��. :} - :k:. - ` �-' ,Jr. y _ f'�fi�.� ie�� i. ,. �. F A �� i1 � No. Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i�✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for MigoOaf *pOtem Conelruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No. ZS5 /fit" Owner's Name,Address and Tel.No. 6�Fc�w,lCa I_J*,¢a MC-k+•cylz•6 Assessor's Map/Parcel ,243�- PCri e�,. ez,Q, 0s&ra!1 Le , Y► A WIK1p I'16 �.a_ ?(� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 508-421r-9/3/1 ccool-/3 Skv_r KBH 1A+ 1--�V- 1 VGre l'Cr� N 1-40 ,30, 12 O Type of Building: Dwelling No.of Bedrooms -S Lot Size ,Z9 / _ sq.ft. Garbage Grinder W.) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures n Design Flow &a gad Z644-1-9 gaflvnTpef-day. Calculated daily flow Svc® gallons. � Plan Date 7/2d,/n/ Number of sheets ;&&es2 Revision Date u Title 5 dt s S.•�1, (�(4H Size of Septic Tank I San qse o 11CM Type of S.A.S. 1. .r k,! ray I lcVd I z1 K'PT4,x Z Li Description of Soil 12e smn iti sn;1 lo9n ratan Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been' ued b t . Signe ate Application Approved by 4pDate f Application Disapproved for the following reason Permit No. Date Issued f • . , L� No. �. Yt Fee c wtpo �E THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ , Yes" - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS �;[pplicattkn for Digpoga ,*pgtem Construction Permit Application for a Permit to Construct(X,)Repair( )Upgrade( )Abandon( f) XComplete System ❑Individual Components Location Address or Lot No. ZSS arfca_ Owner's Name,Address and Tel.No. Oskru�f(8 �,ihcQa tMckniyll� . Assessor's Map/Parcel ��3 P4✓lccr t� OS Fu u i I Le ri YVIAa 116 RCS '76 as y sog-42£s-q73/ «t/3 Installer's Name,Address,and Tel.No. Designer's Name;Address and Tel.No. Skpns�. •tl► w;t-_ov% V,9- N4•Lc rt /-/OI"k.jrt" T�pe of Building: Dwelling No.of Bedrooms S Lot Size 291/Z450! sq.ft. Garbage Grinder(AL) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures N Design Flow/� "' 4 gUTTUffirMtay. Calculated daily flow gallons. 1� Plan Date 712601 Number of sheets 74-cp Revision Date U Title 5 k Or— Size of Septic Tank 150o l lcn,o Type of S.A.S. C�(kW 12.E x���x Z / ' Description of Soil �2e f�, +w so;( 1229 cry r:>l o r ( P-8 517) µme,. I Nature of Repairs or Alterations(Answer when applicable) r � Date last inspected: ---- - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the systernin operation until a Certifi- cate of Compliance has been ' ued b aPI'"lth Signe o ate Application Approved by ti Date " Application Disapproved for the following reasons"/ n Permit No. . Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS �.. BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by 1 f at S-$ 0 'r; ev,.. f QS tf✓1_'//f h AsNn constructed in accordance with the proxisions of Till 5 and the for Disposal System Construction Permit No dated Installer Designer The issuanco of this permit shall not be construed as a guarantee that the sysbm wtl function desined. < Date !� ��/° 3 Inspector .JJ vW <� ` —�V "' �� 1 --------------=¢� ='-----==--=Fee No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -.BARNSTABLE, MASSACHUSETTS t liopo5ar 6potem Construction Permit Permission is hereby granted to Construct )Repair( )Upgrade( )Abandon( ) System located at .��5 �" ' ne Y The applicant recognizes his/her duty to and as described in the above Application for Disposal System Construction Permit. e a lica y PP P Y PP g comply with Title 5 and the following local provisions or special conditions. Provided:Co/stru� 'on must be completed within three years of the date of t ' e it. Date: /�/ �j `�2 Approved by � r4v 'D 1`SIGN DATA is�F'awll l � 1-1.5" WASHED STONE 1 a No Grindcv- Daily Flow x itQ gpd�� z 12' 1d Scpiia"Ta.,tc = :5�0 it zoo7o - u5E t5ao GAua,i -rA.�k A4'� L��tCHWG 5Ys'i'>=M DESZ6N App tI c�itoi 1 At`ca: Rcfv Ir<cQ PLAN OF LEACH CHAMBERS '550 G PD 6.74 GPD� =. 7�+3 SF' At, hcalia. Arc&. Vcs113n NO SCALE Sadcwelj Aril (44.'4-IZr),K 2 is Z' tea 1}o.n. J4r^c2t 44' v:I Z. Toiwl Arica 752 5:1= .. 12' . Pereslsi+en R�iac S La.w�lwde FINISHED GRADE G t ss .15 36"MAX.- 12-M. j'/��i/�/j��� �� � � j\\//\\//may//\/, COMPACTED FILL . . N OF Mgss ,,�,�.,..aA. {2 - --------- -. - �/-- -\- PEASTO E Oy\ ;;''� 3 _ °. 0... 3/4' TO 1 112 00" ° p Ell G s�..•;/3C� �" ,. DOUBLE �% I 1�•�� -� •s.�. 'a WASHED STONE 30216 u 29574 '; 9FGq���� � TE�cO �•`'/ y �FSS�0NAI E��? s AL L f SEMOI1. J . NO'SCALE TAT I-JO.L6 Pr}Tl� P-639 7PR 3/7�93 5 r a "v\ 7 sulitoY Z f i G117 !$Od G..7•G Zp,p TA%3k 54All �lr Deyr o Pep Rk-Ft t_E I Ccr+a� T"4 Thc. Pr-Pezc.l 'Dwtltlw� Sl.ua.�n SITE � 5EPTrc !'LAN Ncncora Cer..p1�S 47i1a T{sc 5adcivlc Aract Sct'- LOCATION = 255 VARK13K 90pio daoFc (kcc virawrcAts of Tie. Town :o SC4LE= (".=.Q O' DATE 7/Z'�o10 f. Barns+atalc And S� Loc.o+ccQ, 1 i+Ntirt A PLAN' REF.ERENC-E h(o: R�co�dLCR t�lcin . SPcc�st. FI�� Nazox-4 Zorlw- A55L550R5 MAP: JIG PARGEL:7b APPUCANT: t-1woA nj.c kjjIGH r Baxter, Nye & Holingren, Inc. ��s.. jil'a Swvc 812 Main Street Osterville, Mass. 02655 O scfs, ro.rn boild$" s 3hea)t.J net be use--( `b G s-f*10 1 1 S k roPcr 1 PIGS. .. - 1Q - r� M t - ZONE: RF-1 i AP Sodioaehs : 30'f i s%is' ��P��H OF Mqs /f1•P //6 .4L/ 74 `9 �o�' sTEP P /�p� F ACe STER�� a� JOH y�s� FSS�ONAL 29874 o s �'�•'LL.e 1 La.2 wwe C l.,L s- M wZ �.1 tPROPaSEO of �o' Kouse I Ds w v T:o.F.- z7.S •.. 46 3 I Ae i A C,,�,•. 11. 1 Pr f p. A 1 n L• E lips' _--- ——�r•3 —. .o— — 26•7 PARKER R40AD SITE.-1.5 to PT1C PLAN 2 S 5` P RC$aj s ttr.�;l lc l'Ylos t, Baxter, Nye & Holmgren, Inc. "VA McKaiartr 812 Main Street 1"=4-0' D,�-re: 7/2410I Osterville, Mass.`:Q2655 0 a h o� 9si'�zT SWEET Z of 2 /J TTOWN OF BARNSTABLE CC— LOCATION 5-t5 Aci r �L ev f�• SEWAGE #�t)o VILLAGE r 9"yr/ t� l (� ASSESSORS MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �PQ� L'"14 as LEACHING FACILITY: (type) (size) Yq .X t;L K a' NO. OF BEDROOMS_�� B BUILDER OR QWNER )" AS �' ,��t.f �rrt ��t or 3 PERMTTDATE: /d COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching.Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �cSt 91 Pdrrkc 1 f I �31111�/J 3 S qY r r Qt<.a Pert'.r d. Town of Barnstable iA>N:TABM = Board of Health MAN. A.� P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Susan O.Rask,R.S. FAX: 508-790-6304 Ralph A Murphy,M.D. Sumner Kaufman,M.S.P.H. December 2, 1997 Linda A. McKnight 243 Parker Road Osterville, MA 02655 RE: A=116-76 Dear Ms. McKnight: Your request for a one year extension to construct an onsite sewage disposal system at 255 Parker Road Osterville in accordance with a disposal works construction permit issued on March 17, 1995, is not granted. The engineered plan associated with this permit does not meet the 1995 State Environmental Code requirements. In particular, the proposal to construct two six feet deep leaching pits is insufficient. The Code provides credit for a maximum of two feet vertical sidewall area. As we discussed during the public meeting, you may submit a new disposal works construction permit application.with revised plans for a dwelling consisting of four (4) bedrooms because this site is located outside of the groundwater protection districts and well protection districts. The new disposal works construction permit will expire three years after the date of issuance. Sincerely yours, usan�as S. Chairman Board of Health Town of Barnstable SGR/bcs mcknight i d-a- A.��M_ _ _ chi McKnight Family Trust 243 Parker.Road Osterville,Ma.02655 Telephone 508-428-4 W Fax 508-420-3030 October 14, 1997 Commonwealth of Massachusetts Board ofHealtk Town of Barnstable 3-96-Main-Strept Hyannis, MA 02601 Re: Disposal-Works-Constructi6aPernit Date of Issue: March 17, 1995 Gentlemen: Please consider-my request for an extension-of one-year on my Disposal-Works Construction Permit which is about to expire on March 17, 1998. The permit was issued in the-name of McKnight Family Trust,-255 Parker Road; Osterville,MAP 9116-Pcl,76, Permit No. 95-448. Over-the past-three years-I-have been burdene&with the cost of two childre�mi college which made it impossible for me to start to build a house on the lot in question. As I-look forward-to-building now,,the fact-that-the permit runs out soon does not give-Te time to get plans drawn and to secure a builder by the March 1998 date. Thanking-you-in advance for your-consideration. Very truly yours, Linda-A;A.McKnight; Trustee McKnight Family Trust Enclosures THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE A11111irativit for Di 7,jwjitll Wo k i Tuttl:;trartialt Uprutit _ Application is hereby made for a Permit to ('oast etct (V<Or Repair ( ) an Individual Sewage Disposal System at: ................ .....P -+ ....... ..... Q�rrLv.u-�....... ..............�....�. �� Loratinn-Address ^... ...................... ................15lI�1LN'. 4 t'.......F(4 m�... Tammy ' . Lot N Lr) O��ncr Address �• a .................................................................................................. ....................................................re ................................. Installer ••--••-••• � Address U Type of Building Size Lot.....�..�.} ""I�.bd�...t:Sq. feet a.. Dwelling— No. of Bedrooms.....................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons................_. a ......... Showers ( ) — Cafeteria ( ) Q Other fixtures Design Flow................. ��............ 11otls cr erson er da Total dail flow... ..... ... W ....... .. ga P P P Y• y . . . ............�:`�'�?-•--gallons. C4 Scptic Tank— Liquid capacity.(5W...gallons Length................ Width................ Diameter................ Depth................ Disposal Trench-- No. .................... Width.,................... Total Length.................... Total leaching area. sq. ft. ................ Seepage Pit No..................... iameter........../o..... Depth below inlet........�t?........ Total leachingarea...... 3 n�..........sq. ft. z Other Distribution box ( v? Dosing tank ( ) , I aPercolation Test Results Performed by.... k'1L.- -._N• - _-•jtl •................. Date......��s.'..7..•`•�� ••.••-•••.. ,.a Test Pit No. I.......7n-::�..minutes per inch Depth of Test Pit......../.?,-.... Depth to ground water........................ Ci. Test Pit No. 2......:.Z./....minutes per Inch Depth of Test Pit.........�z Depth to ground water.......... ..... ... . c — .................................................. ................................. Description of Soil........... a .............. V ` V ................................................... -.5..........M. .�....;.4��it1�.............. W .................................................................................... x ••...............................................: -.M......F1J G-...C�'.. ...... ilD.................................................... U Nature of Repairs or Alterations—Answer when ap icable .................................................... ...................................................•-•• ................... . ................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal.System in accordance with the provisions of TITI-E 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. igned ......................... Application Approved �,,es C�-lrztil-�! .......:.............. jl/Lr �-- .......... Application Disapproved for the following reasons: ........................... ................... .:............................................................................ .. ... ............................................................................................................................... .. r' Permit No. .... ..... �............ ....:... �.�...... ..... Issued �� l� �� ........................... ..................... Uam - ----------- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE &rtifi ate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( " ) or Repaired ( ) by ....................................................................................................................................................................................................................................................... at•............2 5............. ML-11-P.L.....(�00..........OT YL,....u, .................................................................................................................... has been installed in accordance with the provisions of TITI. • of- he State Environmental Code as scribed 'n .__ the application For Disposal Works Construction Permit No. ... dated .. . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO STRUEW AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................................................................................................... Inspector .................................................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.�� �'� TOWN OF BARNSTABLE //� ....-` :'........ FEE.!'....�� UiiVn.ial Wor1w Twintrurtion Permit Permissionis hereby granted.............................................................................................................................................. to Construct ( V�or Repair ( ) n Individual Sewage Disposal System atNo......... -C .------ ..................................... Stre _ as shown on the application for Disposal Works Construction Permit��.Yf�V Dated...r� ";l `�• ��' ................ ..... ......................................................................................................... Board of Health DATE................................................................................ FORM 38508 HOBBS d WARREN.INC..PUBLISHERS 3�•AT� ;..�iJIT�4 1�,43A�E 61ZIIf�EiZ 2 '�UTA1JtJD CLUB +. .PAILam( I LOW 4,z.11O+Cz `,o.�60 gr u4G 15o0 G-AL l85 rl ` �DISPo�dl PIT'. 2-lOL1pGA4 /z� SrD�J� pD 1 51DCWdLL..: AZ—=A 'Y16 SF 4t /� F Bo1ToM l�G s � N. ?ZO TOTA L lDE516u = l09 G�'.P Fi�o 'T 'TOTAL DAILY `rLoV = 66O Lpo 1At�o cs d T 2caC.AT1oN . OATE ------------- ��'IIU ZMIN �Gt55SQ Gof S P>zt�o sE so h mow^Gu G 0¢ PETER oAD Pg�7 az 24 �G=2� 28 _ FG�Z-► TF= '-opt„y .... -w7/T T1TR'17�►� 1p tU/ 25 2, 113"T IuJ lNJ G,4L Sa tic, GAL TAN L t S w1 Kue 2"3� 'I Vz / STONE sMi4AA BE Z� /D ! 7,= ELOp-Cry ?ZCFf L;E Chi-ICI® p�j" PLd lJ �o�v�YE:z I �a---T= M�vzct,( �►,14�5 I C G2T F\-r T+I AT T4E p �xc►�� PL t>N -�E RF�JJC.� HErzeorJ compL S w1Tu -n1s 51V>r��lE Flo T�� P_ t�, o T jrr `fb1NN or BArt�srAsct oe' � PLAI.I A�rD IS Ir l-044T'5D .w rt9lLf TEE .VzoD -Alt l , DEED 'Fuck. 41-74 PG. I5 7�(K FLAQ IS Not- F3A� m- P 55/o+JdL. LAW-D SUzveyc)Z5 TomEvr Svrzv�f a�J� rNE ORFS5e r'S 44 AN coLD u at' �E o ��i E��1 N�V.5 USCI� T'o E5T' �LIS,� �TE'�T`/ la�t5 titA,4 . dPpLIcaNT; cn1tG1�1' ►!IIl,� i2v5-r 310 CMR: DEPARTMENT OF EWIRONNIEN'TAL PROTECTION . *15.020: Disoosal Svstem Construction Permits t 'P No(1) person shall construct, u pgrade, or expand a system without a Disposal System .' Construction Permit which has been issued by the approving authority after the soil evaluation set forth in 310 CMR 15.100 through 15.107 h it is discovered Burin installation of g as been completed. In the event L sm g he system that site conditions differ from those w contained in the soil evaluation and/or the approved design plans, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal System Construction Permit. Except for subdivisions entitled to G' M.G.L. c. 111, § 127P protection, M.G.L. c. 40B comprehensive permit land, and large �f axe 7 r systems with approved plans and disposal system construction permits issued by March 31, ' eft 1995 all as set forth in 310 CMR 15.005 (transition rules) or pursuant to a variance issued by the Department in accordance with 310 CMR 15.415, a Disposal System Construction Permit shall not authorize increased design flow which would bring design the total r .. gn flow to � F' 10,000 gpd or greater but less than 15,000 gpd. Disposal System Construction Permits shall . ' be in a form approved by the Department. t sz (2) All systems for which a Disposal System Construction Permit has been issued shall be completed,and the Certificate of Compliance shall be obtained,within three years of issuance i[ of the permit. Unless an extension pursuant to 310 CMR 15.020(3)is issued,the permit,and any variances or local upgrade approvals from 310 CMR 15.000 allowed therewith, shall ex ' uthorized is d AC E'o+ (3) The local approving authority or the Department may issue a written one year extension R to the Disposal System Construction Permit required by 310 CMR 15.020(1) upon written 4xi, request of the perrnittee, filed before the expiration date, and documented showing of facts 5 preventing the completion of the approved system within the time frame of the original permit. Only one extension shall be granted. 15.021: Certificates liance .l< (1) No person shall discharge sewage to a new,upgraded or expanded system without first obtaining a Certificate of Compliance from the approving authority in accordance with 310 b` CMR 15.021(2) through (6). Certificates of Compliance shall be in a form approved by the Department. The approving authority shall provide the owner or operator a copy of the Department's operation and maintenance guide, or inform him or her where a copy can be $ � obtained. II ,4•: (2) Subsurface components of a system shall not be backfilled or otherwise concealed from i view until a final inspection has been conducted by the approving authority and permission x has been granted by the approving authority to backfill the system. In addition, for systems with a design flow of 2,000 gpd or higher, the designer shall inspect the construction after ks the initial excavation, prior to backfrlling, and during 'ti g backfrllin g in addition to the final inspection which shall be conducted by the approving authority in the presence of the system j { designer of record or his/her authorized agent prior to the issuance of a Certificate of Compliance pursuant to 310 CMR 15.021(3). Any component of the system which has been Il{ covered without such permission shall be uncovered upon the request of the approving authority or the Department. (3) Prior to the issuance of a Certificate of Compliance, the Disposal System Installer and Designer shall certify in writing on a form approved by the Department that the system has jl ' been constructed in compliance with 310 CMR 15.000, the approved design plans and all local requirements, and that any changes to the design plans have been reflected on as-built plans which have been submitted to the approving authority by the Designer prior to the issuance of a Certificate of Compliance. The as-built plans shall be prepared in accordance with 310 CMR 15.220. Prior to the issuance of a Certificate of Compliance for a system,the y. { approving authority shall make sufficient inspections of the system in accordance with 310 CMR 15.021(2) to determine that the work has been completed in compliance with the . requirements of 310 CMR 15000 th _ e Disposal System Construction Permit, the approved design plans, and any local requirements. `{ ' '�' 3/24/95 (Effective 3/31/95) 310 CMR - 499 310 CMR: DEPARTMEN7 OF E�-/IROiNri�vtE\TAL PROTECTIO\ .1 f 15020: Disposal System Construction Permits t r` }ti ,"h'' (1) No person shall construct, upgrade, or expand a system without a Disposal System Construction Permit which has been issued b the approving authority after the soil Y PP g y 11 evaluation set forth in 310 CMR 15.100 through 15.107 has been completed. In the event I it is discovered during installation of the system that site conditions differ from those �: g Y f contained in the soil evaluation and/or the approved design plans, the originally issued 5`k Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal System Construction Permit. Except for subdivisions entitled to 11. M.G.L. c. 111, § 127P protection, M.G.L. c. 40B comprehensive permit land, and large systems with approved plans and disposal system construction permits issued by March 31, 1995 all as set forth in 310 CMR 15.005 (transition rules) or pursuant to a variance issued 1 )' by the Department in accordance with 310 CMR 15.415, a Disposal System Construction ' Permit shall not authorize increased design flow which would bring the total design flow to 10,000 gpd or greater but less than 15,000 gpd. Disposal System Construction Permits shall be in a form approved by the Department. (2) All systems for which a Disposal System Construction Permit has been issued shall be completed,and the Certificate of Compliance shall be obtained,within three years of issuance of the permit. Unless an extension pursuant to 310 CMR 15.020(3)is issued,the permit,andany variances or local upgrade approvals from 310 CMR 15.000 allowed therewith, shall r expire if r authorized is not completed within the three-year p s (3) The local approving authority or the Department may issue a written one year extension to the Disposal System Construction Permit required by 310 CMR 15.020(1) upon written request of the permittee, filed before the expiration date, and documented showingof facts preventing the completion of the approved system within the time frame me of the original:.� permit. Only one extension shall be granted. � 5. : Al! 021 er rnmpl :e h4 iyr a` (1) No person shall discharge sewage to a new,upgraded or expanded system without first obtaining a Certificate of Compliance from the approving authority in accordance with 310 '# CMR 15.021(2) through (6). Certificates of Compliance shall be in a form approved by the t Department The approving authority shall provide the owner or operator a copy of the e Department's operation and maintenance guide, or inform him or her where a copy can be 1 . �s obtained. <,. A, . A T (2) Subsurface components of a system shall not be backfrlled or otherwise concealed from 3 r view until a final inspection has been conducted by the approving authority and permission ' f has been granted by the approving authority to backfill the system. In addition,for systems ' with a design flow of 2,000 gpd or higher, the designer shall inspect the construction after the initial excavation, prior to backfilling, and during backfilling in addition to the final +g' inspection which shall be conducted by the approving authority in the presence of the system t designer of record or his/her authorized agent prior to the issuance of a Certificate of Compliance pursuant to 310 CMR 15.021(3). Any component of the system which has been F covered without such permission shall be uncovered upon the request of the approving f <; authority or the Department. (3) Prior to the issuance of a Certificate of Compliance, the Disposal System Installer and Designer shall certify in writing on a form approved by the Department that the system has # been constructed in compliance with 310 CMR 15.000, the approved design plans and all # local requirements, and that any changes to the design plans have been reflected on as-built " plans which have been submitted to the approving authority by the Designer prior to the I j 4. issuance of a Certificate of Compliance. The as-built plans shall be prepared in accordance �l with 310 CMR 15.220. Prior to the issuance of a Certificate of Compliance for a system,the l - € approving authority shall make sufficient inspections of the system in accordance with 310 CMR 15.021(2) to determine that the work has been completed in compliance with the F; requirements of 310 CMR 15.000, the Disposal System Construction Permit, the approved A, design plans, and any local requirements. R. 3/24/95 (Effective 3/31/95) 310 CMR 499 x �;. 310 CMR: DEPARTMENT OF EN-VIRO\tifE\TAL PROTECTION o- ' iF":010: Disposal Svstem Construction Permits Ap t h y (1) No person shall construct, upgrade, or expand a system without a Disposal System rl Construction Permit which has been issued by the approving authority after the soil �+ evaluation set forth in 310 CMR 15.100 through 15.107 has been completed. In the event it is discovered during installation of the system that site conditions differ from those y contained in the soil evaluation and/or the approved design plans, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall l reapply for a new Disposal System Construction Permit. Except for subdivisions entitled to I M.G.L. c. I11, § 127P protection, M.G.L. c. 40B comprehensive permit land, and large systems with approved plans and disposal system construction permits issued by March 31, 1995 all as set forth in 310 CMR 15.005 (transition rules) or pursuant to a variance issued by the Department in accordance with 310 CMR 15.415, a Disposal System Construction rV t 4^ , Permit shall not authorize increased design flow which would bring the total design flow to i ., 10,000 gpd or greater but less than 15,000 gpd. Disposal System Construction Permits shall Y be in a form approved by the Department. I (2) All systems for which a Disposal System Construction Permit has been issued shall be completed,and the Certificate of Compliance shall be obtained,within three years of issuance ' of the permit. Unless an extension pursuant to 310 CMR 15.020(3)is issued,the permit,and 1 s } r :: any variances or local upgrade approvals from 310 CMR 15.000 allowed therewith, shall expire if the work by it authorized is not completed within the three O T�� *. a=y he local approving authority or the Department may issue a written one year extension 1. 'yd•,. to the Disposal System Construction Permit required by 310 CMR 15.020(1) upon written • s°' request of the pemvttee, filed before the expiration date, and documented showing of facts Q preventing the completion of the approved system within the time frame of the original permit. Only one extension shall be granted. wy 5.021: Certificat lance (1) No person shall discharge sewage to a new,upgraded or expanded system without first obtaining a Certificate of Compliance from the approving authority in accordance with 310 CMR 15.021(2) through (6). Certificates of Compliance shall be in a form approved by the 4 K; Department. The approving authority shall provide the owner or operator a copy of thet Y, ¢ Department's operation and maintenance guide, or inform him or her where a copy can be obtained. �: (2) Subsurface components of a system shall not be?;f Y backfilled or otherwise concealed from view until a final inspection has been conducted by the approving authority and permission 4 has been granted by the approving authority to backfrll the system. In addition, for systems with a design flow of 2,000 gpd or higher, the designer shall inspect the construction after It the initial excavation, prior to backfrlling, and duringbackf Ring gin addition to the final y inspection which shall be conducted by the approving authority in the presence of the system t. 1 I .� designer of record or his/her authorized agent prior to the issuance of a Certificate of Compliance pursuant to 310 CMR 15.021(3). Any component of the system which has been j " covered without such permission shall be uncovered upon the request of the approving r authority or the Department. (3) Prior to the issuance of a Certificate of Compliance, the Disposal System Installer and F Designer shall certify in writing on a form approved by the Department that the system has :-= been constructed in compliance with 310 CMR 15.000, the approved design plans and all } .: local requirements, and that any changes to the design plans have been reflected on as-built plans which have been submitted to the approving authority by the Designer prior to the A�+ •' h issuance of a Certificate of Compliance. The as-built plans shall be prepared in accordance f with 310 CMR 15.220. Prior to the issuance of a Certificate of Compliance for a system,the approving authority shall make sufficient inspections of the system in accordance with 310 II , y. CMR 15.021(2) to determine that the work has been completed in compliance with the requirements of 310 CMR 15.000, the Disposal System Construction Permit, the approved design plans, and any local requirements. Il;: 3/24/95 (Effective 3/31/95) 310 CMR - 499 '( f = I . f • 310 CMR: DEPARTME\�I OF E`-VIRO``1YfE`TAL PROTECTION Disposal System Construction Permits nt }� "' (1) No person shall construct, upgrade, or expand a system without a Disposal System iR i �' 4 � Construction Permit which has been issued by the approving authority after the soil evaluation set forth in 310 CMR 15.100 through 15.107 has been completed. In the event it is discovered during installation of the system that site conditions differ from those s F14 contained in the soil evaluation and/or the approved design , the originally PP n plans,g P y issued f Disposal System Construction Pen-nit is void, installation shall stop, and the applicant shall y ", reapply for a new Disposal System Construction Permit. Except for subdivisions entided to " r, M.G.L. c. 111, § 127P protection, M.G.L. c. 40B comprehensive permit land, and large ,P systems with approved plans and disposal system construction permits issued by March 31, 1995 all as set forth in 310 CMR 15.005 (transition rules) or pursuant to a variance issued x. 1 � . by the Department in accordance with 310 CMR 15.415, a Disposal System Construction n r y„ Permit shall not authorize increased design flow which would bring the total design flow to 10,000 gpd or greater but less than 15,000 gpd. Disposal System Construction Permits shall N be in a form approved by the Department. 0,. . 1: (2) All systems for which a Disposal System Construction Permit has been issued shall be 1 , completed,and the Certificate of Compliance shall be obtained,within three years of issuance of the permit. Unless an extension pursuant to 310 CMR 15.020(3)is issued,the permit,and ,. any variances or local upgrade approvals from 310 CMR 15.000 allowed therewith, shall I r } expire if the work by it authorized is not completed within the three-year period. vK�x i M (3) The local approving authority or the Department may issue a written one year extension to the Disposal System Construction Perri required by 310 CMR 15.020(1) upon written t request of the pem-dttee, filed before the expiration date, and documented showing of facts preventing the completion of the approved system within the time frame of the original �' * permit. Only one extension shall be granted. .021: Certi is Com liance �iti'r g'4s L (1) No person shall discharge sewage to a new,upgraded or expanded system without fast obtaining a Certificate of Compliance from the approving authority in accordance with 310 1° CMR 15.021(2) through (6). Certificates of Compliance shall be in a form approved by the Department. The approving authority shall provide the owner or operator a copy of the Department's operation and maintenance guide, or inform him or her where a copy can be obtained.b ned. (2) Subsurface components of a system shall not be backfilled or otherwise concealed from view until a final inspection has been conducted by the approving authority and permission has been granted by the approving authority to backfill the system. In addition,for systems y with a design flow of 2,000 gpd or higher, the designer shall inspect the construction after j gad:, the initial excavation, prior to backfrlling, and during backfilling in addition to the final inspection which shall be conducted by the approving authority in the presence of the system designer of record or his/her authorized agent prior to the issuance of a Certificate of % e Compliance pursuant to 310 CMR 15.021(3). Any component of the system which has been i.t . C covered without such permission shall be uncovered upon the request of the approving authority or the Departments (3) Prior to the issuance of a Certificate of Compliance, the Disposal System Installer and r' Designer shall certify in writing on a'form approved by the Department that the system has � d been constructed in compliance with 310 CMR 15.000, the approved design plans and all y local requirements, and that any changes to the design plans have been reflected on as-buUt s ' plans which have been submitted to the approving authority by the Designer prior to the I ;; issuance of a Certificate of Compliance. The as-built plans shaU be prepared in accordance with 310 CMR•15.220. Prior to the issuance of a Certificate of Compliance for a system,the approving authority shall make sufficient inspections of the system in accordance with 310 s CMR 15.021(2) to determine that the work has been completed in compliance with the I iF requirements of 310 CMR 15.000, the Disposal System Construction Pemut, the approved design plans, and any local requirements. l 1 XP ki•2jj {9y � l ' 3/24/95 (Effective 3/31/95) 310 CMR - 499 DRAWN BY. 3 - F _ S'BOX OUT RAKE-TTP. .. 1RAMC 2.6•16'O.C. - 1x4 DRIP EDGE ON - ,x6 RAKE BDS., TYP.14 . . a CON'T RIDGE VENT 12 �i CON'T RIDGE VENT - ASPHALT SHINGLES .. - ON ISO FELT PAPER - t< ALUMN. GUTTERS ON - - 0 DiuIxS FASCIA BDS Li . - - .' (DOWNSPOUTS NOT SHOWNLi lJ N . . - FOR CLARITY) u ¢J Q U Q W cr . - 2ND FLOOR a y A ` • 0®� - - Ix6 FRIEZE BDS. W.C. SHi WO (b W 1/2' EXPOSURE) _ ' ON TYVEK HOUSEWRAP MUD ENTRY ' 1 tx7/Ix8 CORNER BDS. I5T FLOOR - SUBFLOOR$ jr,J.1y 10'.DIA. FIBERGL 4/4'x5" WINDOW CASING, TYP. . - POLY CLASSICS, TYP. APPLIED SILL, TYP. FRONT ELEVATION SCA.LEa/4•.1'-0• W Udwa - w a A cn w as -4F cn zc 12 1 12 � to 10 ` 2ND FLOOR cn W 0 _ o ®° _ En In ( CQ 1ST FLOOR ZSFLOR . co d UPcocq Pp o�rn ^ REAR ELEVATION 'oxa, co 5Wooer r= =!a ,o , + ;,�,• 1. 9, - DRAWN BYa -- _— ------- VmTi 10, LLLJ f: r - cu 2ND FLOOR _,.,--- ULLUA W J tJ T.fl ppR z•-+- -- — r�. . GZKF.RAL NOITS.NBW CONSMEK-MON , AILOMMRUCHON"ooa6 1060amettmdodbdlftoodeIndo E.t LEFT: SIDE _ELEVATION ecuerv��.r-w awwwlaaed+eoome ou�nraihlmp4oe x • - - - - - •Ht"U IO•s,m•eaar pl,.wod b tl tK dtend. Pa bal tld tte code, - C.'3 _ WLaC JOI>a IFeof am0otl�In e ' - - � ldafal00 d1a�04 tA70001 . CR sW b,hkm b doebk ar tfple tl aeoer*r dm boor jobs t loatima . - .• - Yawn m dw punt and wW loc"=blow load berios walla Ut dediebd John V . - - - - - - - -. • arbloddoQtpobnwbaefiatmdaeomdsootwaWMbxwamPK%BdJoi5tL . - - - - for wkAowa and doors and vu*all Ym mead=&Plan md*dre&go—of aWPri«m bcghudegz A x THE Di'SKINM i. a Ah 4o ardt die b Mw wish MW gonad—Call da - _ • 4'-s'.. p600e mmberao dvs plm f a� Q�•�i 12 � �3ao '° 12 z p OR to +► _ — a 2NO FLO cn ' u t : t� 0o ' _ _ Oo ' IST FLOOR an . . . rn to - - O o --qWAu �res t d soc., M7.1Ics > z p RIGHT SIDE ELEVATION auLerv4r•r-or atOC* - .0tl+ z cQ o� ca r _ WOOS DRAWN BY, OrTl ' 1 DECK WAT 1 AIR VENT _ - - -------{♦. ----� 1 '---------------------------------♦ - O 1 DRII✓FWSN NEARTN �[1 1� \_ Q♦ w ra •1 O .. ... w .-. G n 0 c F 1 • 1 - ¢ U ¢ W 41 KITCHEN LIVING RM• 1_ » DY OTHERS . BREAKFASTayr.a 1 rrrr----��K�ttt � ' ON ' • ' ' WALL- tl CLG. ' W HIGH WALL • j i - - •1 CASED OPENINNG it ,� 0 1 x 1 © _ , '- —,-. — ———� FRAME IN I I 1 �_ • � FOR FUTURE I i � 1 - " F�-j•1 GAB F O 1 r.+•+ro.J+3.J l�leje .DER cwsrr I CLOSET 1 - 9 x7 1 IGa _ _ 1 : - DN. —10'-O• C.O.-- ---- -I LWiI .. ___ ___ FUTURE ELEVATOR. a+ . S• DIA FIOERGl.ASS I I I i.. -- VERIFY ALIGNMENT 1 COLUMN, TIT' AT DASEMENT E4QL7 1$ -�-----------; - W lFcyi A I 6 O w z a - �i'x�s 4 •' FURRE PVT I I fl SMOKER ® •1 q Z •1 In I DINING RM. I - w ►-i, �1' I TRAY Cl I a a W O a I I I I vAUL�eOFFICCLG. €1 LAL - . - I � 1 1 0 o 1 9 \ ``MUD ENTRY � 10• DIA FID - Al lzjF COLUMN, M. - ® . p Al c ZA GARAGE. c U a5, y G1T. DD. ON i �eRe�a Id ; WALLS t CIA. - JG i q, FIRST FLOOR PLAN GCALE.I.,•-10-w : GGYi P. DbD.EON � i CS _ o / r/ �r ;� U coca, �, + zcQo5 !� ® Q .Woo DRAWN BY, FUNI D•ci KNZE MAI a• ,r St.;6�CiK�P,T. ®it.r OgtS. CL. - Sw n+utvatr�y roc:,.+e�a.•acb Rasev cw. ea.ow o PSrw;afYttS C 1�,•3 ® r—�. , r—-i melow-ftold.CARS. 'A �jt:aW.rcfaS NPoUS. I; BEDROOM 2 ®J a y a Li tv ow aE..etv-• }' BEDROOM 3 _ _ . � CL ® © ® ATTIC SPACE .. _ DR. FRAM! IN ,FUTURE ELEVATOR E t ® C FOR FUTURE ' t VERIFY FLOOR _ ►rt AT FIRSTT FLOOR M-1 LOFT I . 1 _ I - Fr=W LAUNDRY D A 1-7s +A a cst+reawt.y,,, I oPLTo�Fhl- a T,LE sNoweR. oFeN To Fa t (PIL6R.y�B) a Sato ® ® Z s r SECOND FLOOR PLAN scuc.vr.r-o� Q 0 ' _ �n c�ca lic c, > z c •� co �WQ - co) VlOO n - - - - - - - - - - DRAWN BYE CONTINU S fr 2x6 P.T. ILL PLAT , /SILL INS L.w/I/2' MIA GALV. A.B. UTILITY NOW . •W-O" O C. MAX 2-P.T. 2x8 T _ / / \ \ 10' VIA. CONC. / SONOTUBE, TYP. 1 ° cc 1 i i iI . .. . _ I .' - ' ` I I ! uT1urY wow (UTILITY WD I I J I PK W12xlq STEE BEAM T L — L — —. ------------ I J J 12xiq STEEL EAM cl - ----- ------------- PKT TYPICAL --- ----- CONSTRUCTION PKT PT JOINT WH ON 12° FTG. to< 'LJw N FURNACE I I CONTINUOUS I - a L) a w IONW-0' CONC. WALL( ' d a 10°x7'-/0' CONC. WALL I I ON 2o'x10° GONC. FTG I . / ON ?o x10° CONC. FTG. I I I I / w/2 x4' CONC. KEY - - TYPICAL NOTE: I I I - STEEL BEAMS TO BE CONSTRUCTION -I I m I I UTILITY WDW ENGINEERED BY `' JOINT I I - GARAGE - STRUCTURAL ENGINEER I I 4' CONC. SLAB w/ I cm ' =1 6'x6' 10/10 W WM ON - Cl I - 6' COMPACTED GRAVEII , n E..1 I � 1 BM. PKT-TYP. I l a I j rx►". \ WI x40 STEEL BEAM 1 I 1 1 MIN. BRG. 4° I I w- �_ _�-_ W12x40 STEEL BEAM __{_ �_ W12x40 STEEL BEAM __ 1 1 W12x 2 STEEL BEAM _ IL I - _-_ IPKT �_____. - ° I i I `-----' 3 1/2' CONC. FILLED ,-- --' FOR FUTURE .1 I I D WALL 12' I I O ' I STEEL LALLY COLUMN ON ELEVATOR f. I ' - _ 96'X96°X12° VERIFY DIMENSIONS ---- - I - Lsa �1 A CONC. FTG. TYP. PER MFR.SPECS I , ______ ___-- rG I ' BASEMENT r------- -J J Z Qi PO4' W 1 IT 'UTILITY W 3 1/2" CONC. SLAB OVER ^ 6 MIL POLY VAPOR BARRIER c 1 W A r-1 I OVER 6' COMPACTED GRAVEL - I rh >E+ FOR'C' SIZE UP I ——— I z ►--� TYPICAL s K5 BARS• 24" O.C. j—— — O CONSTRUCTION 4° CONC. SLABJOINT r----------LE------- J - r 1 L----J 1-----J ' .. BM.W12x22 TEFL M BEA . r 1 1 1 1 1 r i 1 --�- - I - 1 1 1 1 1 1 r PKT ni PKT - / ----------------------------- / - Jl_ / -----74=& - 6"x -0' CONC. WALL - - `� - - - ON 6'x8' CONC..FTG. 1- `/ I I / _ l \ ul AAl1 GARAGE �, d 4'CONC.'SLAB w/ - •-' f VW 10/10 WWM ON O 6' COMPACTED GRAVEL DROP 1`7q`LINF CD C S) WALL 12' // V) l l �e`���It GARAGE _=` IJ� l l l� l W 5 4' CONC. SLAB w/ \ - / /i / Z O 6"x6' 10/10 WWM ON ! 1 A 6' COMPACTED GRAVEL / _ / / •� co d DROP / / �` CONTINUOUS /i / 4-0 •a-+4m i h 10"x4'-0' CONC. WALL // r, WALL 12' / �'caiL f `ON WOO' CONC. FTG. / , V im m m - /, aS CO a I/ FOUNDATION PLAN. scALE:v4'.r-o' '—� — /l // �"� zc\lwx� / L CONTINUOUS /' / - _ -__ 'J V/ t9r o a ` 10'1 -0°CONC. WALL /i / - - - _ / , ,ON 20'xlo° CONC. FTG. I; / ,� A-04 O i DRWN BY, cOMT RIDGE VMT - - 12 t2 C.OIC7 RIDGE VENT . . 7YrKiIL A"CONSTRUCTION 12 ASPHALT SNMGLEO ON 3 1/2t - 2it2 RIDGE 80. ISA OUILDMG FELT ON r 67 CDx PLY►O.- 2.10■IA'O.C. rRO►-A-VENT 0 FMf - - DORMER BEYOND 2 a RArrs .1A O.G.u✓ MT'IrOON W.S CL1M.K'O.C. - �•(R-VA r1ECRGL-�.00 OATT VAPOR'MRRIER 2.0.K'O.C. 1 !• MG AT 4'O.C. 12 - - U'2'OtL WITH 12 - - 6KSY4AT TCR-SMOO W r 10 .: I.; RUCTION - 12 _' ATTIC SPACE. BEDROOM I N.C.eww.Lm a 1/r covemE Lam. 2xe•li'O.C. LAUNDRY Tyr,2d COMSTRUCTOR _ - - w C HOUSW OD 1pr- �,,TRY. aleFtmlt �STUDS PLYWOOD - `�� 2.6 OTUDA O IA•O.C. I117m,TJI ATEDN O. nLATM ACED r10ER2lA06 dITT 2.100 Y'O.C. IF IIA HDS-TYPA C - . POLY VAPOR pARRI[R Cam AT II /O. •A 0 sil ac I \ W MMOC rACe 2-1 3/4'x9 I/2' LVL I/2'OI12 ecuRD w V[N.PLASTER (eF100TN)' I i O STRAPPING AT ts'o. 1 - IW7 ¢ r > Ixe SOFFIT BDS. IIJ I/2'OUImOMD WITH • CON'r SOFFIT VENT-TYP. 1.D SrMAPMNG AT K'O.C. � SKRICOAT PIASTER- 1 1 1 y Cl m 1rr eweeOARD METH Ize FRIEZE BDS-TYP. _ bO1xOAT PLASTER-§Pi=M M- BATH 'I �' ILO PIA.FIBERGL- I M. BEDROOM CLOSET :1 . 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K' - sTRORrancK . 1.2 OTIAPrG AT O.C. m in t - Wr OWOARD TN .. - SKn1COAT PLASTER-OMOOTN - MUD ENTRY ( ' cl GARAGE ' W W GARAGE I I d L) U O cn cn cn to z O ■�� aco d c CROSS SECTION scALEa/4'-r-o• D CROSS SECTION SCALE:1/4•-r-o' (� �0� nT ELT 1 • 1.�7- E CROSS SECTION SCALE4/4'-Ir-o• — �co>4 oa x �c w Q WOo� A tea:o 2-P.T.2x8 GIRT BELOW - DRAWN By, /',F /� 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 � • - .. IIIIII It III 11111111111111111111111 ( � I 1 � Iilllllllllllllllllll ' CONTVMIN.xl171W ! LVL RIM JOIST II II111 , I11IIIIpI � Jliiil -11111111111II1J1 - - � " � - I I � i � lilllllilll� lIl III11 ,4�z11roLlilll ' 1i1111 , 1 1 1 1 1 1 1 1 p R M JYST• I I `I I I I I .I ' .ilOxl STEEL SM. 621.0141 ' ' _1 _�_�_�_� 1 Wl2l[19 STEEL BM. BELOW 1 1 1 1 1 1 1 1 1 p •, 1 t t- i , 1 t 1 1 1 1 1 1 1 t 1 - 1 I , I 11' 1 1 I , 1 1 I 1 1 I 1 1 1 _ - � IIIiIIIlIII I �����III iIiII1i IIIIIII - IIIiII III IIIIiI1111 , , 1IJiP 1 1 i 1 1 1 , 1 1 1 t I 1 IIIIIIII IIIIIi �III lII1III IIIIiII ril ! 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