Loading...
HomeMy WebLinkAbout0743 OLD POST ROAD (CT & MM) - Health 743 old, Post Road - - -- I"Iy/ L: -v i r� . 054-011.004 Cotuit, f Commonwealth of Massachusetts rn Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments. .�. 743 Old Post Road r Property Address t,ry John Hailer4 Owner Owners Nam 'wL' information is required for every Cotuit Ma. 02635 02-27-2019,'11:, 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:forms when filling out f A. Inspector Information 54 J is o 10'%- on the computer, use only the tab Michael T Bisienere key to move your Name of Inspector cursor-do not Cape Septic Inspections use the return Company Name key. 52 Rivers End Road "ITV Company Address Teaticket Ma. 02536 Cityrrown State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that: l 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 02-27-2019 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 101000 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 r Commonwealth of Massachusetts �w Title 5- Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments u 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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: This 6 bedroom home has a H-20 2000 gallon septic tank and a H-20 1000 gallon pump chamber feeding 6 flowdifussers. At the time of the inspection the leaching was dry and there were no visible signs of past hydraulic failure. 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 FIND (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 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. Cityrrown 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 4times 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road Property Address John Hailer Owner Owner's Name information is Cotuit Ma. 02635 02-27-2019 required for every page. Citylrown 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 aseptic 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 El ® 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary.(cont.) 4) System failure Criteria Applicable to Ali Systems: (cont.) Yes No El Static liquid level in the distribution box above outlet invert due to an overloaded - or clogged SAS or cesspool El E. Liquid depth in cesspool is less than 6" below invert or available volume is less than'/z day flow Required pumping more than 4 times in the last year NOT due to clogged:or El ® - 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.] 0 ® 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 Commonwealth of Massachusetts �^ .. Title 5 Official Inspection Form I, Subsurface Sewage.Disposal System Form - Not for Voluntary Assessments 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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 El ® 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. ® El 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 I; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments . 743 Old Post Road V� Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. CitylTown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 6 Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 plus GPD Description: Number of current residents: 0 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 Seasonaluse? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Fall 2018 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 Title 5 Official Inspection Form h Subsurface Sewage Disposal System Form Not for Voluntary Assessments !% 743 Old Post Road Property Address John Hailer . Owner Owner's Name information is Cotuit Ma. 02635 02-27-2019 required for every page. Cityrrown 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? 0 Yes ❑ No If.yes, discharges to: Industrial waste.holding tank present? El 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: 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 Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form ►_ - Fig Subsurface Sewage Disposal System Form - Not for Voluntary.Assessments � 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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. ❑ Other(describe): Approximate age of all components, date installed (if known)'and source of information:: 2005 Were sewage odors detected when arriving at the site? ❑ Yes ❑ No 5.. Building Sewer(locate on site plan): 21 Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance-from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): t5insp:doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Fage 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u 743 Old Post Road Property Address John Hailer Owner Owner's Name information is Cotuit Ma. 02635 02-27-2019 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 12" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years. Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: H-20 2000 gallon Sludge depth: 2„ Distance from top of sludge to bottom of outlet tee or baffle 36" - Scum thickness 5" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 12.1 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.): recommend the new owner put the tank on a maint. plan based on the future use of the home. I 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 743 Old Post Road V� Property Address John Hailer Owner Owner's Name iequired fo is Cotuit Ma. 02635 02-27-2019 required for every page. Cityrrown 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 �n p Title 5 Official Inspection Form I? I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27=2019 page. CitylTown 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): 0„ 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.): t5insp:doc•rev.7/2 61.2 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road V� Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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: ® leaching chambers number: 6 flows ❑ leaching galleries number: El leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑. innovative/alternative system Type/name of technology: t51nsp.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 <I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 743 Old Post Road V� Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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.): At the time of the inspection the leaching was dry and there were no visible signs of past 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.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form <II Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road V� Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 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.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 743 Old Post Road V Property Address John Hailer. Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. Cityrrown 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 one NC'�� t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 1vwv4 yr nAwAalADLL - LOCATION `I U(�, �cxS�- SEWAGE 0- VILLAGE ` -�Tu� -ASSESSOR'S MAP&LOT Il fi0' INSTALLER'S NAME&PHONE NO. edM Sit u c err h SEPTIC TANK CAPACITY t1-20 `Q }5��. A Icbooct,.- LEACHING FACILITY:(type) V Ua�ee5 (size) 61?I� NO.OF BEDROOMS BUILDER OR OWNER -?4,tc 1P eA&S PERMITDATE: G.S COMPLIANCE DATE: ,g 1 y S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist . within 300 feet of leaching facility) Feet Furnished by 1 _ 1 TL .1c toy 60 -4b dA-al, (pilla8- ab 3C -59.9 3D.SS 3 3w•3't yc - 55 N�- 38 y a- ya g Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V!% 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 10 plus feet feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed- Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: I augered a hole at a lower elevation and I shot it with a trans it to show 5 plus feet of seperation. 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 Commonwealth of Massachusetts rn _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments U— 743 Old Post Road Property Address John Hailer Owner Owner's Name information is required for every Cotuit Ma. 02635 02-27-2019 page. Cityrrown 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 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 Z 5 po) H2� t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 Plan HWEPL08004 Luxurious Master Suite-First Floor/Main,Level 4 P . ��W�J �' �z .4_..._, ..t'.a,ta�,"�+,}rT«i.'a�ik'•�.v}i . i i` � ' '3� nn t > ..._.,.... Kitchen: °C . i L ed m V r Kitchen: i, ° x is mf'idF ¢ {� - `�reokfast Z ff Bob YtudY �RL'vGaez.",_[- 121, A , '.:Y F X. SuP�, Two StoryFornily Room N. ..�. �7 i JL 44, _ 99 it r -- -- 4" Y " Gollery + � Three Car 22 Y 35 dining Roaaa _u. ° 140 x ° Two Story '. Frey Living R 14' X 12, �i i Coo° ! Porch ; Cog Return to Summary Paget - - Plan HWEPLO8004 Luxurious Master Suite-Second Floor c i€r......�r�w.r w l jT x r 6 1•�C .` Y:Y:t J y�� {y ,.n a itZ' 1X'�i nQU�tC{� 2 .. _• e c r M1t'i.( t "e r... a..a�°. .},f,S;'{s i :ti• 1 yy sf'�J w. .r ,tiew z�sv� �hn 8dFc3 ik r <acs y :y.trsk �4 1a g 441 Et Y s 13 � tom$. � a <� ss � ��. � �U, t�th a AU{h '�. °sue, B cfiek to T`la Ski# h .. 4 a � Q4tT1 Foyi�� f .. . 3 . 14 ¢ 7 J � 5 'w 1 a tf Return.to Summary Page TOWN OF.BARNSTABLE LOCATIONS 0 SEWAGE # C)< VILLAGE _ �+U-&ASSESSOR'S MAP & LOTUS 01looq INSTALLER'S NAME&PHONE NO._-9�4 ed►^541 v-clla h SEPTIC TANK CAPACI"f1' .ZO sae ®� 1c7oocc;Sl � a — LEACHING FACIL i Y: (type) C, 7. (size) a-NO.OF BEDROOMS BUILDER OR OWNER 'Pe, eex- PERMITDATE: lam 3L01�---fCOMPLIANCE DATE:. Separation Distance Between the: Maximum Adjusted&oundwater Tabie to the Bottom of Leaching Facility Feet Private Water Supply Welland 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 Lp b' - -SGit ��,p 0 fl�a� �° a3 �ab SS' 3� �� , 3 f No. '#o4ovecl ,(' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes BLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS l p plication for Oiz pooal *pe;tem Con5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System F-1 Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 7q3 �7 e5( W60-0 GO-Tv�` 21 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms _ Lot Size to.% a i t sq.ft. Garbage Grinder( ) Other Type of Building 10tWrW No.of Persons Showers(5—) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets ( Revision Date Title Size of Septic Tank '):�� / Type of S.A.S. Description of Soil s 1� 1 TZ4:2 / L© �( 60QL?4 F-17,9AQ ( rc9 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afo a scribed o site sewage disposa system in accordance with the provisions of Title 5 of the Environme .de and no p c .the sy m in operation until Ce 'fi- cate of Compliance has been issued b It Signe ate Application Approved by Date U, Application Disapproved for the following reasons Permit No. 2d-5-- 0-2 3 Date Issued I 0 J Ua Fee' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes P BLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' p phcation for rni0002;1 &pgtettt ottgtructiori errr�it Application for a Permit to Construct j Repair( )Upgrade( )Abandon( ) Complete System ..29 Individual Components .:. Location Address or Lot No. _--7— Owner's Name,Address and Tel.No. Assessor'sMap/Parcel 711 GL1/ q0 ( �fltJ� i e.Q�v �� � Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms A� ia�No. Lot Size �sq. ft. Garbage GrinderOther Type of Building of Persons Showers(�j) Cafeteria( ) Other Fixtures Design Flow _ gallons per day. Calculated daily flow gallons. Plan Date I'� r,:?=;i Number of sheets ( Revision Date # ° Title Size of Septic Tank ( C7 Type of S.A.S. Description of Soil -t"oZZ 15T f Nature of Repairs or Alterations(Answer when applicable) I Date last inspected: Agreement: f The undersigned agrees to ensure the construction and maintenance of the afo a described 97site sewage disposa system in accordance with.the provisions of Title 5 of the Environme to Codeand not p, ce the sy tam in operation until Certsfi j,, `- cate of Compliance has been issued by thi�Bo d-of-H a lth Sign _ _ - _ ate Application Approved by 1/, , , f Date ' Application Disapproved I or the following reasons Permit No. 02 - 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 / at /fir 14 c,( w has been constructed in ccordance with the provisions of Title 5 a—nd the for Disposal System Construction Permit No. 2a)c'-i)�? . dated Installer �`1�= Designer r , The issuance of this permit shall not be construed as a guarantee that the sy, steeZ`2fju11n_'1F'1 s designed. Date 1�A Inspector �`� No. o Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digpogal 6pgtem Cow5tructiou Permit Permission is hereby granted to Construct )Re air( Up rade( )Abandon( ) System located at i rd _ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this, is, erm�. Date: ) l I -7/ 01 Approved by y 1A„r C �._ Town of Barnstable Regulatory Services Thomas F.Geiler,Director g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 8 ZoaS-o 2 3 Assessor's Map\Parcel YK*12 5*q Pe-1 t l-q ALd Y Sewage Permit# Designer: S etz.,, A U ; Ls,-, t?Ir. Installer: 2 N Crvcslruc+ccM Address: RV)ckr, C 1,101 yt-^ Address: '1&4 P,(.2 YVlc.u+ St- Dg}-eryilLi 5. Fr-lrnou)- . Ynii 02534 pn �J R 4 H was issued a permit to install a date (installer) septic system at 7 43 01J, Post rZo-0 . Go 4-o't based on a design drawn by (address) �lzh�un A w i(song r9L- dated_LYz2cras (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as=b:u designer to follow. JtI Of per' STEPHEN yG ALLYN o WILSON (Ins s i ature) No.30218. 4' A9o,���GISTER�� ss�ostrAL ' esigner's Signature) Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH JIIIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of Barnstable 1659. Board of Health ♦0 P.O. Box 534, Hyannis MA 02601 Office: 508-861-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. April 24, 2004 Mr. Stephen Wilson, P.E. Baxter,Nye, and Holmgren, Inc 812 Main Street Osterville,MA RE: 743 Qld PostrRoad Cottuit A 54/ 11=4 Dear Mr. Wilson, You are granted permission, on behalf of your client, Old Post Realty Trust,to construct an onsite sewage disposal system designed to be connected to a dwelling consisting of six bedrooms proposed to be constructed at 743 Old Post Road, Cotuit,Massachusetts. The septic system shall be constructed in accordance with the submitted plans dated March 26, 2004. Sin rely yo rS, Wa Miller, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//Wilson6Beds T DATE: sARtvSTaBI.s, afw.gs. A`0� REC. BY 'down of Barnstable SCAED. DATE: Board of Health 367.Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A_Murphy,M.D. Request for Approval of Septic System in Excess of Five Bedrooms LOCATION n /� Property Address: 7q3 oU A;Sf" IKo-go Assessor's Map and Parcel Number. . 41 S'f, P 1/— Size of Lot: 9;2 367 SF Wetlands Within 300 Ft. Yes ✓� Business.Name: No Subdivision Name: APPLICANT'S NAME: '1�,, 10Z.Sy- %q . 1I-. Jr`y:} Phone Did the owner of the property authorize you to represent him or her? Yes _ice No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: 5i,n{,,,A��1�►s�,� WE'. 4J �jax}r,• �1�•�a.c FtalM.�rC✓1 �-jp Adg�ss: 04 19oA Z 4 Address: Ftl?- bqr 1rvd(.a NNE__ A n26SS Q ri 6Z33 Z Ph=e: Phone: So& yz_r —Si3iy eat /3 of n- cIO c`n zz � � > 'C O ca f— o Checklist to be completed b office staff-person receivin variance request application) P Y .� � Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) APPROVED Susan G.Rask,R_S. NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. a' 743 OLD POST ROAD COTUIT, MA ARCHITECT CyJ GRASSI DESIGN GROUP 46 WALTHAM STREET - (v'//J1 BOSTON,MASSACHUSETTS 02118 oC TELEPHONE:617-956-9992 5TRUCTURAL ENGINEER SOUZA TRUE & PARTNERS 653 MT.AUBURN 5T. WATERTOWN,MA 02172 - 60 ARCHITECTURAL - L L- I;51TE PLAN A- I BASEMENT/FOUNDATION PLAN A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN ELECTRICAL A-4 ROOF PLAN A-5 EXTERIOR ELEVATIONS-NORTH SOUTH E- I BASEMENT ELECTRICAL PLAN t-ELEC.SCHEDULE A-G EXTERIOR ELEVATIONS-EAST t WEST E-2 FIRST FLOOR ELECTRICAL PLAN A-7 EXT. ELEV'5*BUILD.SECTIONS: E-3'SECOND FLOOR ELECTRICAL PLAN GARAGE NORTH$SOUTH -SECTION THROUGH ENTRY LOOKING EAST -SECTION THROUGH ENTRY LOOKING WEST MECHANICAL A-8 TYPICAL WALL SECTION 4 EXTERIOR DETAILS A-9 DOOR SCHEDULE 4 DOOR DETAILS M- I BASEMENT MECHANICAL PLAN A-1 O WINDOW SCHEDULE t.WINDOW DETAILS A-I 1 INTERIOR ELEVATIONS— W v'r INS t +7uF>t• sr-,a e M-2 FIRST FLOOR MECHANICAL PLAN '-{'' `�"�'' M-3 SECOND FLOOR MECHANICAL PLAN A-12 INTERIOR ELEVATIONS " A-13 INTERIOR ELEVATIONS " A-14 INTERIOR ELEVATION5 A-15 INTERIOR ELEVATIONS STRUCTURAL A-1 S REFLECTED CEILING PLAN-FIRST FLOOR A-17 REFLECTED CEILING PLAN-SECOND FLOOR S- GENERAL NOTES TYPICAL DETAILS A- S INTERIOR DETAILS-Nm'r 't," I5, S`t,T S-2 FIRST FLOOR FRAMING PLAN A-1 9 APPLIANCE,PLUMBING#FINISH SCHEDULE S—3 SECOND FLOOR FRAMING PLAN A-20 ALTERNATE EXTERIOR DETAILS Nr m' I is s <'s: c: G :'" 5—3 ROOF/ATTIC FRAMING PLAN 2 t31 201 t3 ' Y ' 440 PF.'r0 PLq IN - r ' , DN fo:'co Ne'G&r6 phD � �-"a ;` o'"- - � • •Zr � ' . r e .c o a.R�-,sue :.,.. _,3..�' ° • °`° 5 `r ' � ;;' 0 CA .•(.FR,a-ra o ... awv Y ..g 1 cws.>•r �,.",sv µEr:.-:.1,' .I .�ANrFT -- - - -- _ .d r � I4-:6Yi' ' .p' .:,DM1 A/y-.. _ •r _�✓`r--__.-i 5k° 41L:: I r 5%s m � I i i i ,„ i I I: I _ h �POV.:iDC 11�/.+'F'IYk G,mw•i•say.RT<_-_ 'RHEr!b- - _ _-_ . WH.el2e'4AE'646' Q "� 1 1 - ' fiD F+7R UCS' ,J HM.I I�DI.N[t' o -I � I -�' J w 1 •� CYI--, I I i I I i N _ ¢_A u. la' ---- CS �nrt. I T III I I 5i��a y6w FrNTy 1 .. .. ..R- '•.' of I O �J�-� 3H.. -.Iti',.IL b 46P• .91 I vl Oz Ii d o .. rhQ�IH G1 Gn Nv•r� ! , I .. ----- -I� j I 113 A- t4 i :I .fi LL 24' L� m Le IN_., "III - -,� �._ awl .. i w`'•E NF D.2�P 6Da6.WI 10 R O M.h,rert J6DP o0✓I li'" I I siq� it KGB E� P>Ih r} e• " RL 'o 51 " - UDC-•rN � 1� I �9 p^ 1 .._.9'_:_9. _-.- . ..ti..9"_.:. _._•. O r ---- -- -- - - -- - - - - -- __-__---_ - ----r �1 r--------------------- -----i l I z� j I I 40 7, cn 0 1 III .9Rw.KFasIF ��7 w F W "-� � .t8 I �tr A aE I-o F I I I I Sh" U Pooh- I '0 0 i II4S.a'.-o" j -41 to a' � +ei 1 Ir<tP.e.F1 A'L'•_ _ -M _ � War..� -- � i � .. _._, �. C-1. j --- i.. � ' oo ear w" N .I I I I Sy PI Q nOpEN .:�K Y v�caPP61z To EN TF-Y � I I Q , . '.PbN/rt DDohN T K'{� - - - '..NN D6P•L fFFEZ. II-' / N. K+P II' Q , LMsl� N.... .A• ro li u O C9 SQL II - � �� -R+ F 166VOW I i � • � I- - - - -- - - - -- - - -. -I - I rJGp-TH•. M . rw 1 c.7 m C7 x Yj :l_I'N 6KG11,11 A T Fi p'� -N •° 1 � i I N o T W I , _ ` (� GRAwI. � I � ''• I j I i } I -o I wv:- Zv'..g. .__14_.0 : I 10 ... 14'-y to .SR G� - - o I I I I to I I i II o � � m i T'--1 -{,—IIL(—vl 1 1 26'-O".. I'-6• lo'-$� I'-•le I 6'-0' S'-14' y'_II� 4' 2i,�� ¢I-6n I t.. ,SI_9n oagr m W �HL a./ Bo1�eF I .. , •t I U .m I En I I tlwJ to rllSµ bD '0 I= Cl) . i I s rl. 4 - I p O�0 I O F'u \ I � I a f--I 5SR I F-I g'-g" ei'-ro''I le" . I f Get'-dd EohMe—I i-' I Tm:c. ' I i � �, I I crrv�. I I :4�ov'• el�ce] El i M -_ _ --_� _- L7!_L _uV- -_-_.- - _. _I � _ I t 1 I R _ ...1 . . 11 0 v I I \ rri't6oNo. I !�}°coNCR-6TE 4'-hg otJ I �d t.—g.'-o'.Z'-o'•1O° I 4RAOE P.p. I 'O.M11 Yg.111. POR�hRiIEW-"� " .S raIR�TP-INare:�S 1 W/FIh��M 64N ON'6 L� .� FOoT1 N'or(TYR -7 I I qs%.aoM pkGTED [lb'r�"1 t � L. L ay- :u i I lit, TIONt�-9'-be ii -�' \\I ij� 1:0 4111 0 ,Y>, JIr� i - I �t j I "'�oLLNDATIoN h1oT65 Ay _ r Iq u =�: 1.T PoF 15t F1.00 p-cw.PSF�oa P- S6T Ia�s'). s%r 1.'f•v.c,:DPirl ores Top of 'e�"4'i .y-. G:>NGF✓ETFi ELGV h•(lo 1J '� ' C,r OfA IF F"Ir.INOICATV 6oTToH of FcoTIN h� sue`/• .I .. ct np• (•^ __ !},Aw Go NCRaTb To ab 3000 n-cTFooT1Nl�To 6eLP orb ` -µAPA 6 LF,LOILM�TE-RIhL t� �•�pR auE ov<arpoerlucq NTtrR-BehM PoGk�4 I I. I � N; ON COL. l-INroS�SEE `J o a FRAMtNct P6h04 paµ :.. '/"=1'-0" I i 13 DAM 519-ES, w . Irt cow-rkcT 1 I ,m 'y + GONGF 6T6 TO 14.E V' to Prz u�bS LFJ-b TRERcT6D 0 oar tl 1� 4--0•. �. 18'-91/2" 13'-7" 6 0o�1°g°90 EXT RETAINING z WALL Al P@M���OoPTI° SHELVING WA ERVICE I W 6'-8" NEW INSUL J DOORS WITH FULL WEATHER— SEALS — 30 SB DW 30"DRWS 30"DRWS _ I ULL T ARCHED CEILING THIS AREA C,^i EDGE OF POOLC —I — — TRASH ROLLING BA I I I O I- — TABLE H I 17X20 Fl 14X29 m= BAR AREA I I FAMILY ROOM Q — TABLE I I I V o 2"HIGH HALF O PERGOLA-", — — WA ABOVE _I CONCRETE I 'co COUNTER I WITH iINTEGRAL I I i - ' INTT EGRAL v MOLDED SINKS 4"REFRIG XIST EXT DRAWERS STAIR ao (�f1 � I s3 ca soFFTT osx11 10 1/4" ! - FLAT CEILING THIS AREA -I I AND WRAP GAME AREA �� o .COLUMN I SEWER:-- p OO I I CONNECTION BENCH SEAT WITH HOOKS ABOVE GAME TABLE � Q K� 7x5 • II i STORAGE ROOM cn ate'' a0 Q. � o • '� 23•_ FLAT CEILING THIS AREA �� 9G • I I �J a o a0 1 BASEMENT PLAN - 6'-3 1/2 P Al 1/4"=V-0" EXISTING FIRST FLOOR o BATH _ O 13X7 2X4 STUD WALL HALL n n n Q WITH R-19 BAIT IN BSUARRIER EXISTING WOOD CEILING VFY LOCATION OF UTILITIES VFY LOCATI OF UTILITIES VAPOR BAR IN THIS AREA N THIS AREA ' - 0 _ NT —INSIDE FACE OF SHER S ALLED ON I BASEMENT STUDS : STAIR AND RAIL � WA TO REMAIN ^ II - � DRYER ex9 II I LAUNDRY —— EXISTING ��Sl OUNDATION TO - U REMAIN Q 2 BASEMENT SECTION Al 1/4"=1'-0" - U-U Qww > w CONSTRUCTION NOTES: °u d) W -DIMENSIONS TAKEN FROM EXTERIOR WALLS ARE PULLED FROM OUTSIDE OF FRAMING(STUDS-NOT SHEATHING) -DIMENSIONS TAKEN FROM INTERIOR PARTITIONS ARE TAKEN FROM FACE OF STUDS(NOT DRYWALL) ..,• �• ';' -NEW EXTERIOR FRAMED WALLS TO BE 2x6 STUDS @ 16"O.C.W/R-20 MIN.BATT. INSULATION,1/2"CDX PLYWOOD SHEATHING,TYVEK(OR SIMILAR)HOUSE WRAP. -COLLAR TIES TO BE 2X1 O'S @ 16"O.C.WHERE REQ'D r 4 , -RAFTERS TO BE 2X1 O'S @ 16"O.C.(REFERENCE PLANS) `' G: xi ; QB �- �' O -ROOF SYSTEM TO BE 5/8"CDX PLYWOOD SHEATHING,#15 FELT PAPER,SHINGLES TO MATCH I a+' tl w ( � U EXISTING,ICE 8 WATER SHIELD WHERE REQ'D,R-38 MIN.BATT INSULATION -SIDING TO MATCH EXISTING # z cc -ALL EXTERIOR TRIM TO BE COMPOSITE/PVC EXCEPT FIR RAFTER TAILS AND RAKES F W m w -R-38 MIN.CLOSED CELL FOAM IN ROOF LINES '�` '' _§ "�^ "" " w a ai a z 0 d x '✓ � K WINDOW SPECIFICATIONS: -• i 8•1} ,� "'�: t= _ ~ 4 �, PELLA PROLINE(CASEMENTS-AS NOTED ON SCHEDULE) EXTERIOR FINISH-WHITE -� „�✓- t `'�� � v "i WINDOW SCREEN-MESH TYPE CHARCOAL FIB.MESH ` � 4 z Q z " INTERIOR FINISH-WHITE JAMB DEPT-6 9/16" TOP CASING-1x4 - '" �r Z WINDOW GLASS-LOW E ARGON "_ SIDE CASING-1x4 p u..- DIVIDED LITE-SDL WITH SPACER M _ CASING-1x4 WOOD o 0 WINDOW HANDLE/LOCK COLOR-OIL RUBBED BRONZE fl e SILL OPTION- SCREEN TYPE-STANDARD SCREEN �, ` s m INTERIOR SCREEN SURROUND COLOR- INSTINGALLATION N M fir@ oa INSTALLATION METHOD-NAILING FIN cn Q �0 0- "�" J C41) v PIP U Z OPEN[.SCFIEDULE DRAWING LIST: OPENING ID PRODUCT COOE TYPE SIZE I R.O.SIZE I COUNT EGRESS SCREEN ITEMPERED GLASSI GRILLE I JAMB SIZE I NOTES DRAWING CONTENT CURRENT REV. INCLUDED e 366E-2-MODIFIED I PELLA CLAD-DOUBLE HANG WINDOW 6°Nt° R.O.s-°D3.Vxr-°°3/4- z 1 Yes I Ym I No I Ym T-11' DOUBLE UNIT A-01 CONTENTS AND NOTES 01/31/17 X 'A-02 FIRST FLOOR PLAN 01/31/17 X A-03 SECOND FLOOR PLAN 01/31/17 X A-04 ELEVATIONS 01/31/17 X A-05 SECTIONS 01/31/17 X THESE DRAWINGS ARE INTENDED TO COMMUNICATE A A-06 DETAILS 01/31/17 X CONCEPTUAL DESIGN AND A CONCEPT FOR ASSEMBLY OF A-07 ROOF PLAN 01/31/17 X THE COMPONENTS INCLUDED IN THE PROJECT. NOT VALID FOR CONSTRUCTION UNLESS CONTRACTOR OF RECORD REVIEWS THESE DRAWINGS AND TAKES COMPLETE RESPONSIBILITY FOR ALL REQUIRED SPECIFICATIONS AND CODE COMPLIANCE. El A\ C14 dohLL I-- (L Lli 27'-8" LLJ > LU 0 cc IL IL L) z cc 0 cc LU CO LU p:LU w g D 1-) 2 .................... 16-2M." z ................ ........... ..... ................................................. ......... R • - .......... 8--5- 9,-1 I'J 8,51 W.1f, 2T-W/V WA VAN z lil ffw L lol U) a C) .0 Z F TT 77 z z M =j .6 0 O z FGVER IMN.RM. 1ST FLOOR PLAN-NEW SCALE: 0.087"=1*-O" co u z 14WW Ir-ol z Ooz 4 � d LL 0. LU L1 z a 1 - om 0�3 a. m 79'Si4' Q uj 0 w w m --- ----- •-------------------------------------------------------------- ---- -----• U vWi az �-}-- ------------ ♦� E7SISIldO 15'-0' 35'-955•' 4 II....................................... fO 0 EUI571tiG EEIS71tl0 N . ,/ �� � BAII180OM GLSLSEI p mm cl) O O ':........................................... 'q - U v^i N z 'Id Zw ego BnM o m x O m a S F11:7 0 4 � O • .. ;; NEw -----_ 11 4'a d gs Ea�na; b O LALNORT IXIBTING E01$LCIfl i GLQfiEI . aces* h Q - m "e LZL�LS1� Y � r�L ron CONT.3PLY11-TIB'LA HDR SPANNIN u wAro-wAuIBATNROOM IXIBTINGmBEDROOFI � 8 ro -T. T ET IXIBTMG IBTMG IXIBTING ET LZL ISI$� �- BNOW9i TOILET GLOOET B C � �/ � SaOLOb 8 TOILET � g /\ 9 F •~CI BALCONY REMODE�.,'SOOPE: °O8r 2ND FLOOR - EXISTING PLAN OF 9 W: AL..=0I.ecrEwREOM� BEDROOM TO B MODIFIED m i E%ATE-"9°AL°cOotO ROOFO TTOBOn END . OF 3ND FLOOR NEW B14CONY ROOF. ................................................:: ; RAFTERS.POST6BEAM TC LATCH E%18TIN0. EWWI ADD NNDOWS WHERE CL SETSUSEDTOBE. ................................................... TBA ° 2ND FLOOR PLAN-NEW 2'-0• 1T-0• 1TAX• SCALE: 0.097•=1'-0' =18A�WNYY REMODEL SCOPE'KEEPALL EXTERIOR WALLS 1 MAIN ROOF REMOVEEXISTING CLOSETS• OLCONY,EXTEND BALCONY ROOF ENDS OF 3ND FLOOR. NEW BALCONYS,POST X BEAM TO MATCH IXIBTMG.DOWS WHERE CLOSETS USED TO BE 1`J1�1 _ CIRCLED AREAS MARK AREAS OF NOME WINDOW TRRXS S KE SIDING ASPHALT SHINGLES W Lu TO BE RENOVATED.NO CWNGE TO AREAS TO MATCH EXISTING TO MATCH EXISTING TO MATCH IXIBTMG i 1 1 NOT MARKED \\\\ C lu AISTING ROOF =EXTEN EXISTING RO — NEW 6 TO NEW B M r MATCH IZE. MATCH IZE -- -- - _ --� PROFILE ISTING O V PROFILE EXISTING y NEW END T _ - O +�"i O _ Z cc KEEP RABBI Ru — 4 + ISTING ROOF EXISTING HOUSE m F w ui FROM EXISTI ROOF U C7 Top of Kroe WeQll W/RAKED K WALL N J a Z 4 1, J tap W Pleb EXISTING GARAGE 4 n EXISTING HOUSE 30 N EXISTING HOUSE z a 3 co o c 2In N w Ji o U n s Z mph mmp Z z N N � Zm LL m O RIGHT ELEVATION a SCALE, 0.II6""1'O" EXISTING ROOF Q O a' H 0 d 0 J EXISTING ROOF 0 M ti EXISTING HOUSE ( ) EXISTING HOUSE �+ ® z EXISTING GARAGE I I W I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I LEFT ELEVATION SCALE, 0.1%""Ib" r z V U1 cw9 N a o m o NEW TRIPLE 18"LVL ON NEW 6X6 PSL - IL POSTED DOWN TO EXISTING FOUNDATION a. U CEDAR SHINGLES z 2 TO MATCH EXISTING 0 w w M ' NEW BEAM TO uu) a z MATCH SIZE 4 } PROFILE OF EXISTING �f NEW RAFTERS TO _Top of Plate Q MATCH SIZE 4 PROFILE OF EXISTING KEEP EXISTING ...,..'- -- MID POSTS , EXISTING BEDROOM KEEP RABBIT RUNS q FROM EXISTING ROOF ' m -----��,: W/RAKED KNEE WALL Top of Kne Wall co\v Lii J i 4 'i - SHAKE SIDING O U 4a T fn TO MATCH EXISTING - tq m 0 0 1 1 I Top of Subfloor _Tom Plate O N z � zzm 0 a EXISTING LIVING ROOM EXISTINGIMASTER BED ° Top_of Subfloor Q Q To-of Foundation O D� DV O a Q J EXISTING BASEMENT O Dv° CENISTING DECK + top of Footle U BUILDING SECTION 'A' - SECTION THRU NEW BALCONY SCALE: 0.114"-l'-0" FE9 O � Q d UJ W L1 a a m _ a U Z 2 OIc m 2 co a z R n n N � m W = fig= z° 22= z m+ _ S 0 LL s 52 a x0 m O a NEW RAFTERS TO . 0 O MATCH SIZE&STING PROFILE OF EXISTING NEW 3 PLY 18"23'+/-LVL UNDER EXISTING LVL O cl) DORMER HEADER AND RAFTERS EXISTING O NEW BEAM TO DEL MATCH SIZE& .„�.. PROFILE OF MUSTING FRAME NEW 6.6 POST UP O TO UNDERSIDE OF BEAM& I tt �, CO SISTER RABBIT RUN RAFTERS P08TG �oerG 1 :" AGAINST 6x6 POST wou Neu - 6.6 POST UP .�$ KEEP RABBIT RUNS wnioaua uioowe a we ERSIDE OF BEAM& I FROM EXISTING ROOF I VVII IIII III III III II _ W/RAKED KNEE WALL V V V u V V V V V V V V u U UI W IJI UI III u II II II RABBIT RUN RAFTERS _ AGAINST 6z6 POST r U Lid cil }I I M M. �a Z � J DETAIL 04 S ALTO NI' EXISTING FRAME T-O"+/_TALL PARTIAL HEIGHT RAILING - FLOOR STRUCTURE KNEE WALL ON TOP OF ON TOP OF KNEE WALL(MATCH EXISTINO FRAMING DETAIL (COLORED) EXISTING FLOOR STRUCTURE HEIGHT&STYLE) (TERMINATE BETWEEN POSTS) _ SCALE: N.T.S. DETAIL 03 - BALCONY J FRAMING DETAIL SCALE:N.T.S. s LL u O w F,7IISI. ROOF m p U LU W S U a w z cc Q U Pr31�T. 0 w m F w� ROOF w a n ml IL z EXISTING ROOF EXISTING ROOF 4 o tO o � N O m � * EXISTING ROOF 3 UU) O p U P g U N y N C z g � W O m a x0 m I R s " EXISTING ROOF EXISTING ROOF _ 0 Q O EXISTING ROOF d ROOF PLAN = � SCALE: o.nc•.ro• -—'m 33/12 M EXISTING ROOF — h1EW LVL(3)18'LVL BEAM ON 8•PLS COLUMNS POSTED DOOM _—- —-—- EXISTING FOUNDATION V -_ Z EXISTING ROOF BALCONY REMODEL SCOPE:KEEP ALL EXISTING EXTERIOR WALLS&MAIN ROOF INTACT,REMOVE EXISTING CLOSETS ENDS OF BALCONY,EXTEND BALCONY ROOF OUT TO BOTH ENDS OF 2ND FLOOR.NEW BALCONY ROOF,RAFTERS,POST&BEAM TO MATCH EXISTING. ADD NEW WINDOWS WHERE CLOSETS USED TO BE. ME brF . - 27'-811. .. 6,-011 ti 7'-3' I 1 n' � - 1 7 11 1 1 '. /z 2-9/2 21.5u 3-11 z REMOVE EXISTING 3'-21/32" WINDOW O 3-PLY 2x12 HDR — — — 3- 121 QR 7'-6"A.F.F. FIREPLACE 7�"A.F. .I 0. BATH Z` C7 D 15'-11 YZ' 0'-6'� n CQ V24D `° LIVING W O = r/j -SAME CLG.HGT, m ..1 co AS EXISTING HOUSE I >li - - - V,' APPROX.8'�"" MECHANICAL ,^ a -- n -- ; O BELbw 1 1 1 k 15-7/z STAIRS: ,ice '�-• i I cl1 1 1 a X j. r�F- - I 3'-s" CLOSETN p 0 EXISTING BEAM 1 L; ----- --------- ----- -- ----- - - 8"x 8"COLUMN ap I u: TO MATCH EXISTING -�--, -------- ----- ----7------- ----- ---- ------ '}------ 3-2x12 BEAM i i9i m m i; M w I N I ui 1 I IT N r�; a 1 x �` I } OO in EXISTING HOUSE c a i f k �;. \ rn SD/CO ?jinx t55 v+ .!111 � i •g Ff.. I 4 , � CV fV 1 C4 S 111 Y k ZD o Y �pE Z DINETTE �m KITCHEN i y - SAME CLG HGT OI "SAME CLG.HGT. i ;'AS EXISTING HOUSE I AS EXISTING HOUSE ; .-- APPROX.8'-6"'" 1 - s iii I NI APPROX.W-6,.. - I —=—EXISTING x Q 1 16 BENCH SEAT �. Sx' i,111 1...:: "� a S°66-r^ 6-F. �G-65.6�a•FPS' 6•S.fi•�i-fv6'.58-E �9 3g68-HALF`G4ASS r gTr 'e' I Is z f _ I h 7 6-A F F ut E ': r � ,-� r x u £t sS 5� uN t:¢��ht s -�-1 I�.�._ .�---�...._..�..��' _ - 5 I Ins x 0 E k1 ED O ST Cr4 --^;� l 6 CEO PSI E. E ING y; s ,�. ~r ? "+ ,�. s ,__.__..�,.- I =-r--•--''.-+.,--4�- - a.' 1 111 _ _- w .3.2x12 BEAM , ��:'I��ni r � •4"`"'""1'.;�'� �t rn,_�r r'�--�a..�-+�- �E�K-:_.:� 'i �,�e x y�„�t. `.%�4 +'"j�i?'�,.�m S ' l,.;�'nl ,•„+^,'1""'-s—r ----'-^ 1 .., �, r r a.+ $ ��"y Pa fit, m¢ � - r m 9, 011 LIVING RO REMOVE EXISTING 3-2x12 B�AM 8"x 8"COLUMNS r- OVERHEAD DOORS TO MATCH EXISTING r.r &REPLACE W/WINDOWS • ; . '• - ° 6'-2Yz' $ W-10Ya' -------- 5'h° 5Yt' 5Yz"'; - S I h 35'-8'/a' 1 a r1 sE EXISTING GARAGE "KEEPING EXISTING EXTERIOR WALLS, KEEPING EXISTING CEILING JOISTS/ i 2ND FLOOR JOISTS,KEEPING EXISTING I MAIN ROOF,ADDING DORMERS,ADDING S G � INTERIOR WALLS&STAIRS FOR COTTAGE" tr a s ➢ ,� `� fit•y r`� i .a, r s' t y ' gf- mi V a I h IX 1ST FLOOR PLAN - NEW � ,� SCALE: 3/16 = 1 -0Av gt s � 1 ..:- .. cl•�,,V ' A M Now All CUM AM m r�r v;wn mcq pl r � - ts tA 50 r Mon s <t g , ', rA,r '3aPf N n . o � oon-I I I I I Isl tk���"• N r AIM _ a iG - 5 °�' a v kt wY 'gIG It+�.i t _ - �3�`d*'•4 , � 1iq ',rk�.: 4��'� - V - J WOO— b JNINI (-" f ��• A C � 4 v'1+'ly� 1 _. I I I I I I I I 1 .. �'.: Not 4#�IN t 3 F - 4, ---- }d5 AN 5 woos J IN � �&r,'•,tires� zFr 4 ; •• - .. - �s•�s,}s-��a_s•s�-e-s �'" 2 �9�49�i Y,a'��i�6 �a'r��'�r two ,�—r-- � y a a_ NIT 11 f�W a s x � ` a .rya lotus ,�," ".,� :�`� • :is e # ' '" e �'' a d ew w + t a + S ro L � .a '` IM0 '` & F �"�'-a`-s` Y 3`' ,•'r�#wY,s'z}S'sm.,:�: ,, z,.�� �. '` ,.k�" ,�i�'k'b`��'+r'Y ,$.,�i- <r .a5,.,=,+.."�;�°.�'.,...ai 55 I --------------- 21'-8 ------ 31-011 I I 7'-6"DORMER O6 WALLS 11-gyn EXISTING ROOF © © PLATE BELOW , i 3=PLY 2x6'HDR , li ' O e Cp r TtsU�NIT c . 1 - --1-1--3./11 1 I Bi 311 Is /z 2 BATH 91,2" o 44 2'-6'/" -1 T 'CLG.HGT. 60'TALL cV C KNEE WAL I 7.5 38 *1- qn ` w� SD \ i1 ((on-) iv. .T O=LL 'SDICO ` " z I d CL i m CLOSET N r © - ----- I z r"--------------------------------- - . ---------- --- 31-611 '-7 3_61 --- - -- ------- so 3%z6 20'-4%i WIC 3%11 BEDROOM#2 EXISTINGEXISTING T-6'CLG:HGT: - I BATHROOM \; CLOS U ET &SSa I _ II I ° ' CN CD;D 3 I w , 60'TALL ° Ij z _ :NEE WALL 60'TALL ' KNEE WALL 51/z' _ 11 y. .--------------------------------- (3� •--------------------------------- :ISTING ROOF 3 LY 2x6 3 O i 3 ' LATE BELOW 8 DORMER' 3-PLY 6 HDR EXISTING ROOF 1 1 AF.F WALLS i 6'-B" F.F. PLATEBELOW; I , '-5 21132" '-5 2113Z" '-5 21132" Exl- STING 14'-11" I BEDR! nM ------------------------------ ---------=----- -------------------------- -- ---------------------------------------- -- . si. r• I f, I 1 r} , 1 y 1 1 1 zYu , 1 kt� ; i BA } 1 i 1 1 p..�TJLL i 1 r 1 T-0'1 t�� EXISTING ` �µ .• BATHROOM tin t .a 41 4.0a f ' EXISTING BATHROOM- EXISTING ISTING EXISTING g" "'° o o, o SOIL LOGS DATE:December 18, 2003 41.7 P#=P-10,625 Ta►�: I.�G NN 4 40: E?- LEGEND , �' o SOIL EVALUATOR: BOARD OF HEALTH AGENT: EL. - 38.66' 3 A 40. x 40:8 x 41.6 x 42.4 EXISTING PROPOSED John R.Ellis,RPLS Dave Straton RS D.E.P. File # SE 3- 4264 cce EP R,0 �� -- 41.0 EP 4y�--1.7�p �.0 _ , - A Stake & Tac Set/Found T OHN1--' TEST PIT 1 TEST PIT 2 3 E' (39.0 0 L�q�d' 40.6 UP # 33 40 87W'30' E 4 7 40T-_ o Mag Nail Set/Found pa Concrete Bound Conservation Notes. - 52.03 40 ® cos cote G.S.E. = 38.5t G.S.E. = 38.4f x 37,5 \ 3$.S _ p 40.3 '- = ' o- •• b� •: L 0 0 0 0 1) ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS °N - 113. ----- ao EO Electric Meter z - UP 32 / w D Catch Basin f $ y 8» FOREST DEBRIS 8„ FOREST DEBRIS 2) LIMIT OF WORK/EROSION CONTROL BARRIER SHALL BE 37.2 3 , ,/ �--` a 04 Water Gate MAINTAINED IN GOOD REPAIR FOR THE DURATION OF THE PROJECT. ! �•� 1 � � ; 36.9 ie Water Meter ; � � : 6 A A ; ' WOODED ` / / ! � ® Telephone Riser • LOAMY COARSE SAND LOAMY COARSE SAND 3) ALL EXCESS EXCAVATED MATERIAL TO BE REMOVED OFF SITE , I I 1 x .2 , ,/�/' -o- Utility Pole o .o �. •••.••• ooP�s " Contours e"""_ :" a 24" 10 YR 4/3 24' 10 YR 4/3 4) ANY REVISIONS TO THIS PLAN REQUIRE CONSERVATION COMMISSION I F I j NoiP s_ .. o o B B APPROVAL I I ` WOODED ,� a 200x00 Spoon t Grade 38,0 9.3 Is \ ' a �° ' ' LOAMY COARSE SAND LOAMY COARSE SAND 5) CONSTUC110N OF STAIRS SHALL CONFORM TO COMMISSION GUIDELINES �`, 'f Y � 10 YR 6 8 • 10 YR 6 8 Conc. Concrete `, p• 43 / 43 / AND APPLICABLE BUILDING CODES �x 38,1 \ \\ / ,� $ EP Edge of Pavement C C 6) NO VISTA PRUNING IS PROPOSED. -- x 37,2 BCC Bottom of Concrete Curb I F.F.E. Finish Floor Elevation r- LOCUS MAP COARSE SAND COARSE SAND ---- - - IP Iron Pipe » 6 6 6 i ! 1 = 2000 120• 10 YR 6/ 120• 10 YR / I RESERVE 0.2 , , PERC O 48' s` RATE- <2 MINIIN No WATER ENCOUNTERED x 7.7 - / ( ' GENERAL NOTES UNABLE TO SOAK ZONING DISTRICT: RF N/F PEIPER � + _ OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) _ _-- - T i�2 N/F BERGSTROM/ � RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) x 37:2 I 43 x 38.6 x 4 LOT 3E AREA PROJECT BENCHMARK: DATUM NGVD (RM-41) DER PLAN BOOK 552 PAGE 88 TBM = MAG NAIL SET IN PAVEMENT A ELEV.= 38.66' MINIMUM LOT AREA: 2 ACRES ��, x 37:2,�' _ _ _ � - x 35,6 MINIMUM FRONTAGE: 150' '-- _ _ _--- ------ - -i s x 36:3 ~ - --- ___ 0,470t S.F. WETLAND ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' - Leaching Area Requirements _6 - -- _ _-__ ___--- - _g5' -'82.367t S.F. UPLAND TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 2,837± S.F. ANY LOCAL RULES APPLICABLE. ���'�� Z xis, _ _ _ - - - - �,"-' �'2.36t ACRES TOTAL x LOCUS PROPERTY IS SHOWN AS: 6 BEDROOMS AT 110 GPD/BEDROOM = 660 GPD x 36:9�� x 34,2 " i' ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING ASSESSOR'S MAP 54 - PARCEL 11-004 , Nc WALL-' N , NO GARBAGE GRINDER �� � ��/'/, � __ _ -- x 34:3 _ /�/ x 29 5 BY DESIGNING ENGINEER LOCUS DEED: / - __ _ , - -�`XW _ - - PUMP 8 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, DEED BOOK 10,757 PAGE 291 PERC RAZE = 2 /1 MIN. INCH (CLASS 1 ) i' LE"ING _ _ ,eF'" �0 �,-'" NOTIFY THE ENGINEER dt BOARD OF HEALTH AGENT PLAN REFERENCE: LIAR = 0.74 GPD S.F. ,� -- - �� •3~ - 10.0' NDA�N FOR INSPECTION. PLAN BOOK 552 PAGE 88 / / 32 8 WOODED COMMUNITY PANEL NUMBER 250001 0018 D MIN. LEACHING AREA OF SAS. : , SEP"TiC-Ti�pK' -' -� � THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN THE - �,' x 33,3 /� /�,� / 29.9 r - x 2 4' EWNING WALE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES 660 GPO/ 0.74 GPD/S.F 892 S.F. MIN. _Z o - / APPROVAL BY DESIGNING ENGINEER • ,/ , i -- / 1 W"OFFSET FROM TOP C, V11 (EL 9.0') - A13 (EL 12.0) = BASE FLOOD ELEVATION (B.F.E) PROPOSED SYSTEM PROP. WOODED 9F COASTAL BANK TOWN DEF. ' / �11 -- . • .,/ ,- ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 PROPERTY OWNER: SIDEWALL (12'+56')(2')(2) = 272 S.F. '� ��' aaR�Oq�� 71 -IJWN• C., , THE OLD POST ROAD REALTY TRUST BOTTOM 12' X 56 = 672 S.F. IXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING / / SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER DAVID W. k JEFFERY W. STOOKEY, TRUSTEES TOTAL = 944 S.F. /� / 7� ,'s<2 p�Op , - ----�-'� 21.1 P.O. BOX 2772 , , ETAINING WAL4 / LAWN '` _�2�_ ____--� 310 CMR 15.255. DUXBURY, MA 02332 , - F _ " �. . _ --- ----1.1'-�---- - LIMIT OF WORK x 29,6 x 2,8'7, � , /� �x � � ���4� - -20 - - - � LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE RETAINING WALL UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 48' NOTES FOR PUMP SYS'TBI[ � x 19:6" -•- - �'} - � /'/ '/ /'/ // '/ / /, -F6RCH - x16.1 �__`.-- �� "__ x17.1 � EXISTING W1JOD E AETA AIcL J ____ THIS PLAN IS BASED ON AVAILABLE RECORD NFORMATION, 4' 1. PUMP TO BE :TIED BY PUMP SUPPLIER. BUILDING M QE REL� / ,' / ,rrtoP. LAWN_: ___ - '�, PLANS AND AN ON THE GROUND FIELD SURVE BY THIS FIRM /OUTSIDE( AW.5Q�FFET� / �____ _ - ON 12/05/03 _:_.;:; ...>-.:..•:•. _ 2 PUMP TO MEET GENERAL SPECIFICATIONS OF 310 CMR 15.231. r 1 - _ LIMIT i F ��K 4' :: 3. MAINTAIN I I j i / / S _ x 15.2 CONSTANT PITCH FROM DISTRIBUTION BOX BACK TO PUMP CHAMBER TO 2 . > I ' ' , 8 4 12 ALLOW FORCE MAIN TO DRAIN BETWEEN PUMPING. � � � � �22,E � r0. IGRQuNo-OOVER -- --- -AND SHRUBS :4•>:�- '' '- 4. LEACHING FACILITY TO BE VENTED. `� �\ �� � � j;17 ;� i .r.`` y" 14X *\�� `\l� �'" 14.E0 x13.8 _f'- 56 a VISUAL ALARM TO BE MOUNTED ON THE EXTERIOR OF THE \ �\ •� , � /��("�,�� \� �g \ %�2 , \.: , '. uNDiSTURBED BU EFL PLAN OF PRECAST LEACHING CHAMBERS HOUSE FACING THE STREET. ���;�,��. , , , , ,� r ,4 \ �� PTO REMAIN x 11,3 NO SCALE .172 I 12.5 COL FND ty PROPOSED 4'I / �• - \ x le WID� PATH / MANHOLE FRAME AND \^,2512 '5. 1?„ i / '/ COVER TO GRADE » » A24'tl �� i i ; T �� / i i�/ L9 (IF UNDER PAVEMENT) 3/4 - 1 ! REMOVEABLE COVER 6' \ 3'. ``• ' ; i ' 1315 �'J/,/ WASHED STONE DESIGN SCHEDULE ELEVATION PROVIDE INLET TEE i f':3 a O�� pipes TOP OF FOUNDAl10N 30.8 \�/'� �' x I 1 i 18�c 2 PEASTONR n L FOR PUMP SYSTEM �' (AS REQD.) SEWER INVERT AT FOUNDATION 27.8 `� ` 2.5 x J )1 T 8 24" 12" :�}'r���fr« o 0 3.:�k1'7='-�" `- SEWER INVERT INTO SEPTIC TANK 27.6 ` xP6.s 1 x 9.2 EFFECTIVE -' r�;.,;:, � b.� :;a: , ; rr•�r _ 2 >-- f SEWER INVERT OUT OF SEP11C TANK 27.3 f�S•. .`i;�2-•.'�j• L•'•:Y.'Yr,�:.7i.."Lr., N. :.• + 1 » ='if�'4:x^ ,�� ,{� •'7 ..-max:•;,::� ,.z.. �:-.••�i3;�''•�:ski. � 'x 3 DEPTH 12 ° >'�,Fti'1.:� ..{rYY� -. w't, �'•r -,:s 'N,,;,,;--,;�' .�-,t:9,,.-•;;';'•.�. ,,.•r �_r�,•-%;. to _- INVERT INTO PUMP CHAMBER 27.0 743 Old Post Road 4' '~ 4'' 4' INLET PIPE a INVERT OUT OF PUMP CHAMBER 27.9 'J ' 4/6 17: 12 SEWER INVERT INTO DISTRIBUTION BOX 35.9 �, r r I SEWER INVERT OUT OF DISTRIBUTION BOX 35.7 �2 ` `��/ � J ;X�// , ��//� 6 Cotuit, Massachusetts CONCRETE LEACHING CHAMBER DETAIL SEWER INVERT INTO LEACHING SYSTEM 35.5 , //�C2�'.9 • ' 1.6 ` PREPARED FOR - DISTRIBUTION BOX (H 20 LOADING) No SCALE BOTTOM OF LEACHING SYSTEM 33.5 ;,`�' / /i9 /'� ��' %i /PROPOSED NO SCALE /24, �� � /� �, ��i� STAIRS N The Old Post Real Trust WATER TABLE: NONE OBSERVED AT EL 28.4 / Realty NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER do 7/ �,'/, FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 9 PROPOSED SYSTEM WAS REVIEWED BY!BOARD OF JHTH � ��/ . �,�� •� �, 1111.E AND APPROVED ON: I ' ` " y' Wetlands Permit Plan ■ BELOW FINISHED GRADE. /l/ 1:9 /4.y T.O.F. = 30.8 rl ;%�/ j �;'%,/rZ� House, Stairs & Path C.I. COVER COVERS LOCATED TO GRADE ADJUSTED TO COVER ADJUSTED TO 4" PVC VENT /� i �// �/ 1.7 WITHIN 9 OF F.G. /;'/ /'�. BAXTER, NYE & HOLMGREN, INC. PAVEMENT F.G. F.G.= 39.0t 4 MIN END OF PAVEMENT' F,G,= 38.5t /\\l\X, \ �.�!���i.�� /ii� i%i. /. /./��.�i,���\�j\ \./� /��!/.� , X3 �� Registered Professional �.� .� 9" (min) Cover � ' ' Engineers and Land Surveyors INV - 27 8 4" DUl PVC 36" (max) Cover CONNECTION j / 6 1 812 ain Street, Osterville, Massachusetts 02655 3 COVER 4" DIAMETER 2" FORCE MAIN 3/4 -1 1/2" Phone - (508) 428-9131 Fax - (508)428-3750 '";'r WASHED STONE 1.7 INV. = 2000 GAL. :�;•• o 0 0 0 0 0 27.6 SEPTIC TANK INV. = INV. 35.7 :,,.::::,�: •,:-::�: :, ' . :. . . _: , .i 27.3 27.0 INV. =27.9 INV= 35.9 12� •':i,-• , `:'` `. '``" s.:: " .'. PUMP CHAMBER DIST. BOX EL 33.5 1:9 17 1.s 30 0 30 60 SEE PUMP NOTES (SEE DETAIL) 5 MIN / 1 EDGE OF MARSH .......................... .... . ................ INV= 35.5 -L_ g 1.7 SCALE IN FEET No Groundwater Observed A Elev. 28.4 # 16.,._..-- - ?•3 6 CRUSHED STONE BASE 1 0 " @ .a T a SCALE: 1" = 30' DATE: 03/26/04 ' 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX CONCRETE LEACHING CHAMBERS , ��,� wfs �! �_ sM HRH wA _ ce DH FN6�1 REV. DATE: REMARKS 2.4 H-20 H-20 H-20 " .��� ' 11 - ' - - --- --x 0.0 . 0,7 x 13 Col x 1.41 ---r -_ _ - • ' ® OS/05/04 HSE. DIMS., BUR do CON. NOTES TYPICAL SYSTEM PROFILE M - �_ - - . • • ' 04 28 04 IREV. AS PER C.C. MEETING ORAIMNdG M1AW NOT TO SCALE / • • ' L ' WAS COTUIT BAY 0: 03-083 surve wrksht 03-083w - b.dw 2003-083