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HomeMy WebLinkAbout0031 DALE AVENUE - Health 31 DALE AVENUE, RYANNISPORT �I i I i UPC 11'734 � 4� HASTINGS, 6:,4 4 0 Q t i Tf]WN�lF,BARNSTABI.E Y.C}CpMON ' '� I 1✓f�l 1� -_, U.� SEW.AGE� . CQ rl o LLL R,,SSE55ows MAl'&.1LUT - iNSTfI.EYt'5 NA►1tT��t PtE)IdE I�IQ , Sfig't'fC TANK CAIPAC1fiY. LEACFItNG 1�P,CE.I'!t'X t � !° QJ'� `- --(size) ,M• typ } NO �F'�ti.�llaQQlvic� . PEgT1421T1Nt�NAbC?IA►NC D/�'Jl' ..,...:_,__.._.�.._., Seprtrat,oa9stnnrstv�eeia tme Mayc aurndwAier'[hble�the Batmrn.or i.eachtn�i7su;hty -�. � PthrB� ��icegplyly.Vlclt ait3 Y ca �inacty Day. rrl9s exist' a sett ar vvltltin 201 f iUt}') �+�a8 War.crf lN�t4anc9 wit;Leac�l��r�ncality LYf�u1y avElland5 exist sae i6 3 Fi --r---=�- lrurntsed iry.' 00 , 1 i " y I I No. / —,30 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliCation for 13isposal *pstpm Construction.J)ermit Application for a Permit to Construct( ) Repair�X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `.3 l Owner's ame,Address,and Tel.No. Assessor's Map/Parcel ✓ � �64—o � Cl Installer's Name,Address,and Tel.No. y fP d0 Designer's Name,Address,and Tel.No. U/ E✓Lbf�t lZ✓//VTk LT E Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ,) Size of Septic Tank Type of S.A.S. Description of Soil Nat a of R/e� pp airs or Alterati ns(Answer when applicable) �i !I U�/ tf 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 ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.��� Date Issued t _ _ t 'r Fee / t a✓. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for..30isposat-*pstrm Cons trUttion'Vermit Application for a Permit to Construct( ) Repair%`S Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. v 4-o3b Assessor's Map/Parcel ) �U T Z gj f Installer's Name,Address,and Tel.No. y�j (� Designer's Name,Address,and Tel.No. U% t IPO - 12-✓IAIIO CT Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank G34!Z!ZA�1 Type of S.A.S. Description of Soil 4 Nature of Repairs or Alterations(Answer when applicable) Ci46f �'i✓" �( � � i� �� VrM "c 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 ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Datep- Application Approved by �, , ,,, � Date Application Disapproved;by �- " t A Datb" for the following reasons Permit No. `P Date Issued Cf J K/ 1 1110) THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned at 3 1 tj AV�'w /f�,, d, n�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No /7—Jam';'dated ilr/) Installer o Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function ats•designed. Date / / Inspector ( .. -. - . No. Fee /00 m THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -� 1 )Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at / y \ , !� A „ r r and as described in the above Application for Disposal.System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction-mutt be completed within three years of the date of this permit. Date / // 1 Approved by! ..... f a8� -0,30 Commonwealth of Massachusetts + Title 5 Official Inspection Form /-� -;' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave �M Property Address Clyde Folley Owner Owner's Name information is required for every Hyannisport MA 02647 9-16-17 ; page. City/Town State Zip Code Date of Inspection ti 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. A. General Information 1. Inspector: Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S 13971 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 16.000).The system: 0 Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further EvaI n by the Local Approving Authority 9-16-17 Inspector's Signature Date, The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 I ZWK Commonwealth of Massachusetts �aa Title 5 Official Inspection Form f ' W."i Subsurface Sewage Disposal System Form Not for Voluntary Assessments a J�! 31 Dale Ave Property Address Clyde Folley Owne- Owner's Name requir d on is H annis ort MA 02647 9-16-17 required for every y p page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A B C D or E/ahva s complete all of Section D p ►Y Y P A) System Passes:,, ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System is in good working order with no sign of failure. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements.If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 it ' Commonwealth of Massachusetts ;+ Title 5 Official Inspection Form .N Subsurface Sewage Disposal System Form Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y' ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): t. ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. w` 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts a} Title 5 Official Inspection Form-, ti0 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 , page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ., 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within.a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the following for all inspections: Yes No - ❑ r® Backup of sewage into facility or, system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form I,I Subsurface Sewage Disposal System Form Not for Voluntary Assessments ` /5 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is H annis ort MA 02647 9-16-17 required for every y p page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 16,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form J.4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is p required for every y H annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ ° Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth.of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable),[310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 7 See attached Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts o Title 5 Official Inspection Form �i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every HY p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage d 9 ( Y 9 (gP ))� Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 2017 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) t Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is p required for every y H annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No y, If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract i ❑ Tight tank. Attach a copy of the DEP approval: ❑ Other(describe): t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts f Title 5 Official Inspection For I.I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hyannisport MA 02647 9-16-1.7 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Tank and field 1993---New pump chamber 9-2017 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): . - 2011 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.): Good condition. Septic Tank(locate on site plan)': 4" - 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: 2000 gal H-20 Sludge depth: 1 2„ t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface'Sewage Disposal System Form -Not for Voluntary Assessments a% 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every y p H annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 20' Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" 15" Distance from bottom of scum'to bottom of outlet tee or baffle _ How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank is in good condition with baffles installed and no sign of leakage. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 r Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form f -%t Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts ,al Title 5 Official Inspection Form f� ' ,V1.1 Subsurface Sewage Disposal System Form Not for Voluntary Assessments 4nLA' !% 31 Dale Ave t 1 Property Address Clyde Folley Owner Owner's Name information is required for every Hyannisport MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Good condition with water at working level and no sign of back-up from field. 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.): Pump chamber in good condition with pump and alarm tested. * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•U13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts a� Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments � F+ 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 7- Flodiffusers ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Flodiffuser field in good working order with no sign of back-up into d-box or surrounding stone. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts ,a=1 Title 5 Official Inspection Form 'f4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every y p H annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•W3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Ki Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments p_s; 31 Dale Ave J' Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10, 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 USGS and town maps show groundwater at 10'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts a=1 Title 5 Official Inspection Form f Subsurface Sewage Disposal System Form Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hyannisport MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately WF 14) o c 3 A— C- _ c2 V 6 „ _ 5 d-3 — c�3 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 31 Dale Ave Property Address Clyde Folley Owner Owner's Name information is required for every Hy p annis ort MA 02647 9-16-17 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 CAPE & ISLANDS ENGINEERING CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING SUMMERFIELD PARK INCORPORATED 800 FALMOUTH ROAD,SUITE 301C MASHPEE,MA 02649 (508)477-7272 FAX(508)477-9072 email:info@CapeEng.com September 15, 2017 Mr.Thomas J. O'Neill P O Box 625 Mashpee,MA 02649 RE: 31 Dale Avenue,Hyannis Port,MA Dear Tom: As per your request we have reviewed the floor plans of the existing dwelling you provided to us in order to determine the required daily design flow for the existing septic system pursuant to 310 CMR 15.0, Title 5. Typically, the totally daily design flow(size of the septic system)is based on the actual number of bedrooms. However,when dwellings exceed a total of eight(8)rooms, there is a provision within Title 5, which allows the total daily flow to be calculated based on the total number of rooms and is not based on the total number of bedrooms. The existing floor plans you provided show a total of thirteen(13)rooms. Under Title 5 section 15.002, definition of a Bedroom, it states that "Where the total number of rooms for single family dwellings exceeds eight, not including bathrooms, hallways, unfinished cellars and unheated storage areas, the number of bedrooms presumed shall be calculated by dividing the total number of rooms by two then rounding down to the next lowest whole number." For a dwelling with 13 rooms, the required design flow would be 660 gallons per day,based on the following calculation: 13 divided by 2(13/2=6.5)then rounding down to next lowest whole number(6.5 rounded to 6)and then multiplying 6 times 110 gallons per day equals 660 gallons per day(6x110=660). To summarize,based on Title 5 requirements, the total required daily flow for a dwelling with 8 rooms or more is based on the total number of rooms and not the total number of bedrooms. For the above referenced property, the dwelling may have seven bedrooms,but only has a total daily flow requirement of 660 gallons per day based on the aforementioned regulations regarding calculation of bedrooms and the total daily flow requirements. Please let me know if you have any questions. Sincerely, Matthew C. Costa, P.L.S., R.S., President CAPE&ISLANDS ENGINEERING, INC. Page 1 of 1 Engineering Dept. (3rd floor) Mapj�� Parcel �� 1� Permit# 7 House#. ��GCDC Date Issued Board of Health(3rd floor)(8:15:9:30./1:00-4:30) Feed b. plyin Conservation Office(4th floor)(8:30- 9:30/1:00 2:00) Q ZZ c Troject 19 BARNSrABLE ° MASS. TOWN OF BARNSTAB 'LALLEDII,Buildin Permit A lication j r g PP 6oEt Address j l �G / �' '�;��„ ?��L Village 7 Owner 4fZZLE ^aL — Address Telephone Permit Request Z_ ,G j U11 First Floor �r'Q square feet Second Floor square feet Construction Type — Estimated Project Cost $ 0U0 Cr Zoning District Flood PI(erejdL01 Water Protection Lot Size 7 �¢�/��- GrandfatUsLINo Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑.Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name_ p� G��j �jytly/Cp Telephone Number a2 Z — X Address License# �h�7 Home Improvement Contractor# z Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 15 BUILDING ARMIT DENIED FOR THE FOLLOWING REASON(S) t . i Pt EniEO S EP 2 8 1995 tNOFCC Ogq�r BUBSURPACE SEWAGE DISPOSAL SY8TEK INSPECTION ,YORK . 77- Address- of property i ��-�- �'�' t-�� �s;( t� Owner's name rS W,�'�►�S. Date of Inspection PART 71 - CHECKLIST Check .if..the following have been done: E _Pumping information was requested of the owner, occupant, , and Board of Health. . None of the system components have been pumped for at least two7 weeks., . and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the; , system recently or as part of ,this inspection. _ L ;_ As built plans have been obtained and examined.. Note, if they arer notY. ' TS available with N/A. r The facility or dwelling was inspected for signs of sewage back-up;.,,p oolol ;t V The site was- inspected for signs of breakout. v All system components, . excluding .the SAS, have been located on the���Y1, .,. .. .... site. i V � The septic tank manholes were uncovered, opened, and the anterior,}#ofwy° r condition of baffles orj. the septic tank was inspected fo tees,' material of construction, dimensions, depth of liquid, depth of sludge, depth :of scum. : . n The size and location of the SAS on the site has been. determined based : existing information or approximated by non-intrusive, methods.� '; y'xF x.4ifra �fFa " r The facility owner (ands occupants, if different ,from ..owner) were w51 3 rovided with . information on the proper maintenance of;zSSDs. � � � i1.��aaaa44445��� v t 9 T X fad y rods r^ 4 d{Y Icy a4"i�� . K � N r pAi 2 A flf , .SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART 8 SYSTEM INFORMATION FLOW CONDITIONS. If residential number of bedrooms number of current residents '{ * garbage grinder, yes or no' laundry connected to system, yes or no _ seasonal use, yes or no 1} If nonresidential, calculated flow: „ Water meter readings, if available: Last date of occupancy ' GENERAL INFORMATION • '�t x Pumping records and source of information: w NO Tu-0 Y,e,,Q5 x •• System pumped as part of inspection yes or no If yes, volume! pumped , Reason for pumping: y�'f $. fY• . d.s:69 TypqAbf system � ft'r'„u ry Septic tank/distribution box/soil absorption system ,; { s Single cesspool ' overflow, cesspool u { Privy77 . T f ^WP�'4 "_. ,_Shared system (yes ors no) (if yes,, attach previous inspection, records, . if any) f nYj 'Other (explai`n) ;Approximate cage of all components. Date installed, if known: S.ourceT�of information: Y a k- f . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B • . SYSTEM INFORMATION continued SEPTIC TANK: (locate on site plan) depth below grade: 1 `T ' x material of construction: concrete metal FRP _other(explain) dimensions: sludge depth distance from top of sludge to bottom of outlet tee or baffle Y ;. O scum thickness' distance from top of scum to top of outlet tee or baffle distance from bottom of scum to bottom of outlet tee or baffle f. 'Comments: , y , ry (recommendation for pumping, condition of inlet .and outlet tees or. baffles, . ;.' depth of liquid level in relation to outlet. invert, structural°•integrity; evidence of leakage, recommendations for repairs, etc.) DISTRIBUTION BOX: (locate on site plan) } s depth of liquid level above outlet invert Comments• q ; (note if level and distribution is equal, evidence of. solids carryover' { , °$ evidence of leakage into or out of box, recommendation for repairs,'etc.) LP sn9liN ;'4 � .'2°'.t:rtw .-.': . ._ � %V'�r+, N Riff •f. . PUMP CHAMBER; t (locate on site plan) 1 pumps in working order, yes or no PPJ 0f zt u1Comments i .-..x � . rra tr { ` (note condition-of pump chamber, condition of pumps and appurtenances; x 7�=; recommendations for maintenance gr repairs,etc. ) r a , „ akx BUBSURFACE UWAGE DISPOSAL SYSTEX' INSPECTION PORK PART 8 6YSTEK INFO TION Continued SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be .' approximated by non-intrusive methods) If not determined to be. present, explain: Type- leaching pits and number leaching chambers and number } leaching galleries and number ►dC�Lv�£s� leaching trenches, number, length Leaching fields, number, dimensions overflow cesspool, number Comments: �. (note condition of. soil, signs of hydraulic failure, level .of ponding:,�} !' condition of vegetation, recommendations for maintenance or reps irs;etc.)y y tea k ai.-.v�Y• Z�. t ° CESSPOOLS (locate on site plan) : s F +3 _� . number and configuration a y , depth-top of liquid to inlet invert F ' depth of solids layer depth of scum"layer dimensions of cesspool materials of construction indication of groundwater • jnflow (cesspool must be pumped as rk part of inspection) } ° L Comments: sr (note condition of soil, signs of hydraulic failure, lever of°`pondinq . °> condition of vegetation, recommendations for maintenance ,or -repairs etc.);, N APRIVY: (locate on site' plan) ,. materials of construction aR t,n dimensions S , d mensions , � `: . t:..X iie.,♦h wf �nl ;d� ,. `'l.AA 't' SUBBURFACE SEWAGE DISPOSAL BYSTEN INSPECTION .FORM PART B BYBTEM INFORMATION continued SKETCH OF SEWAGE L_SPOSAL SYSTEM: includi ties to at least two permanent references landmarks or benchmarks,", . locate all wells within 100t. - • T. 3 it 7 t A, P rvi. 5¢ & - #'EW.n is �,•.:•:;£ �F;• •yet. . DEPTH TO GROUNDWATER •- #fhr7r.. depth to groundwater ` ;; method of determination or approximation: µR'';d ` ' SUBSURFACE SEWAGE DISPOSAL SYSTEK IMSPECTION FORM e PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis •of.. determination in all instances. If "not determined", explain why not) Backup. of sewage into facility? Discharge or ponding of effluent to the surface. of the ground or , � • surface waters? Static liquid level in the distribution box above outlet invert? _, t4 Liquid depth in cesspool <6" below invert or available volume<; 1/2 d: flow? } ` = x Required pumping 4 times or more in the last year? number of times pumped Y Septic tank is metal? cracked? structurally unsound? substantialr 3` -infiltration? substantial exfiltration?. tank failure imminent?, . Is -any portion of the SAS, cesspool or privy:` below the high groundwater elevation? within 50 feet of a surface water? F within 100 feet of a surface water supply or tributary to a surface ' water supply? rz C sG {' `'within a: Zone I of a public well? j4,— within 50 feet of a bordering vegetated wetland cr'!.salt marsh (cesspools and privies only, D= the SAS)? within 50 feet of a private water supply well? 34,t*«�+��3 k a.+6. . .-..-:,, n.•.,r a rwr°in,�VF'��' 4 z r less than 100 feet but greater than 50 feet from ao-'privmte waterA1a �. ., . t the supply .well with no;eccept4ble water quality analys s .. If wel SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION Name of Inspector , 5-e, - Company -Name Company Address Do j6�T-e-r Certification Statement I•certify that 3 have personally inspected the sewage disposal system at this address and that the information. reported is, true, accurate and ' complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are Consistent with my training and experience in the proper function and 'maintenance of on-site sewage disposal . systems. Chec one: I have not found any information which indicates that• the system fails to adequately protect public health or the environment as defined in. 310 CMR 15.303. Any failure criteria not evaluated are as stated in , , the FAILURE CRITERIA section of this form. • ;v I have determined that the system fails to protect public health• andi& d - the environment as defined in 310 CMR 15.303. The basis for this , -' r Ai determination is providid in the FAILURE CRITERIA section of, this # + form. Inspector's`S\ignattuure Date 5 Original to system owner k4 'Copies to: Buyer. (if applicable) Approving authority 6 n k s, L1 w } t3tA e W14 H /0 _/Cl TOWN OF BARNSTABLE 1 OCATION ,-�3/ &Zt SEWAGE #43— VILLAGE /,,JQ/QJ i ASSESSOR'S MAP & LOT Zgj,• 0 W INSTALLER'S NAME & PHONE NO.�DkI4 � t . SEPTIC TANK CAPACITY l� G LEACHING FACILITY:(type) NO. OF BEDROOMS PRIVATE W LL/OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: - �• -Cf.`� DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No L/ - I i� cy I A �' No........j:..._....... Fs .��(._..J.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �u�!.n�.1 .................OF.... ... : .. +q5 .1>�....-----........_............---------- AVV firatiou for Dispoii al Works Tonstrnrtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at* L cati n-Address or Lot No. -------- T........•...........�---- --�v. ................o Opwner�- Address a ................... �....... — -------------------------------------- --------•-----------------•---•---•-------•--•--------------•--•-- -----------------._. Installer Address dType of Building ��(( Size Lot---12 ........--..Sq. V Dwelling—No. of Bedrooms___...._...._......•____________________Expansion Attic ( (4 Garbage Grinder ( ) '4 Other—Type T e of Building No. of persons............................ Showers — Cafeteria P� YP g P ( ) ( ) a Other fixtures -•--------------•---------..:--•-••......-•-•- Design Flow..........J`1�r?.........................gallons per person per day. Total daily flow-------- 6.60_.__..__._........... WSeptic Tank—Liquid'capacity2 gallons Length................ Width................ Diameter__-..______-•._-�D)eptth.......•........ x Disposal Trench—No. --_--•---•--.__--_.- Width.....2-.......... Total Length....6.�.......... Total leaching area_.�1-------sq. ft. Seepage Pit No.............. Diameter.................... Depl below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (�% Dosing ink ( l) Percolation Test Results Performed by..... _Pr�C. -- `� ._,-kl C.............. Date........................................ Test Pit No. 1._GZ_-----minutes per inch Depth of Test Pit...:-I,S........ Depth to ground water----:?�e?____-__-__-- (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_._________---_•-______ a ............................ O Description of 'Soil.......D.-- ........ .---�AytAA. '�.....�...nru (� �..--- �I......-� �-.SA�U..0................. �......Z=.b �------:C �. �.�1�v-o--------------------------------------------------------------------- W ••-•-•-•••---------------- •--------------------------•-•-••--------•--------------------••-•--•---------------•----------------••--••••-••••••-•--••-----•••-•--••••----•--•-•-----•••......------..... UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—T e undersigned rthe es not to place the system in operation until a Certificate of Complian d by t d of Signe ............. ... ... ......... --.--........ Date Application Approved By ------- �- - ............................... ...f. � Date Application Disapproved for the following reasons- ------------ .............------------------------------------------------------------------------------...- ...................................................................... .' -- -- -- ---- ---. .--------------------------------------....--------....----------------------------..-------- --......-------------------------------- pp - Date PermitNo. ----------L ---"...--�'-Y........................ Issued .................... .. -- . .----........------ Date /I F _J No:- �•-✓-- 'E1-- Fus.� ... G...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH !.0 L.....................OF.�v ?t\.`= ...,�.. i� ........................................ ApplirFation for Disposal Works Tonstrur#inn .erutif Application is hereby made for a Permit to Construct ( ) or Repair (x) an Individual Sewage Disposal System at• , ........ �.. r�L .... �J ... ...................•----......-----... �y :tii... (-�- r.......�. ----•------ --•-•---..........-----•. - _ L cati'n Address or Lot No. t 4Y_�� .............................................. 5( V AI i'v t V s I'�! j --- ........ -•-----•-•--................................... ---------- ... Owner Address W Installer Address U Type of Building Size Lot.. :2).............Sq. fee Dwelling—No. of Bedrooms.._....j-�_______________________________Expansion Attic ( L) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria p' Other fixtures -------------------------------- . Design Flow......._._5 5__________________________gallons per person per day. Total daily flow____._... .G .....................gallons. W 1:4 Septic Tank—Liquid capacity�- gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No.-------------------- Width....Y�.......... Total Length__G7.......... Total leaching area._�'M........sq. ft. Seepage Pit No----------_-------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (I)O; Dosing,_.tank (' 4 Percolation Test Results Performed by..___.,��F___.�.'...... :_.....`....... ._....-......•._•..----. Date........................................ Test Pit No. I__ .._._minutes per inch Depth of Test Pit---_=__r=_._____. Depth to ground water----:�r............. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---_-_----_-___.-_.___. a' ----•------------------------•-•---c ----.........Z:...-•---.....-•----------•-------.....-----•-......................................................... O Description of Soil....... "_-r+,.+ . 1- _. '�'. �( ��1, +� �== -y�-==-1 '~�'=J D---- --•---. .......... .....••. . -- ... W •--•-----------------------------------------------------•--....--•--•--•---......---••••-••.....•••----••-•--••----------•--•---------•------••-----••-•---•-------•••••••-•••............-----•---•--. UNature of Repairs or Alterations—Answer when applicable............................................................................................... -----------------------------------------------------------------------------------------------------------------------------------------------------------------•---------------------......--•-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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. Signed .........................:........................................................------- --------------- ------------......---------------------- Dace Application Approved By ........��<t�: `�.. <. -._-- . ti 2U - ---`- - ----------------------------------------------------------'-------'-..-...".....-------. .......�...--'Dare--- -------'� � 1 Application Disapproved for the following reasons: . . .... .. .. ...................... .. .. ..................................................................... - - - - ---------------------------------------------------- --. ---. --. ......--. ----- ------------.......... ....................................... C? Dace Permit No. t. 3-----1-2 --91 ------------------------ Issued -------------------------------------------------------------------- Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------- -- ------------------------ OF .... 'Clextifi a e of C11ompliattce THIS IS 0 CERTIFY That th Individual Sewage Disposal System constructed ( ) or Repaired ( ) by -------------------------- CS- -------------------------- -------... Installer 3 l �4 L. � f-�U - ��`" J._i rj.:(.S...�_o EZ-- .... .......... ........................................................---:---.------------............ at ................... has been installed in accordance with the provisions of TITLE 5 of-The, State Environmental-Codeas'-described in the application for Disposal Works Construction Permit No. ......... ...'........./........... dated ...............................--------_----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT'THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------------------------------------------............................ Inspector ......................................................... ............... ----.......------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O Vim!to .........OF. --�ri��\t "T��1►5( �� .... cab ................................ .. ...........------..----........................... No.../ = FEE........................ Dis pos tl Works 'n ,ptr ilan rruti# Permission is hereby granted-------------- •---...-------•-j.�..---------•--•---••------------------.................---•--................. to Construct ( r Repair ( ) an �n�ividualSewage isposal System atNo.-----------� LIZ NV `/A%'u(10\" G-!�-------------------------------------------------------------------------------- Street as shown on the application for Disposal Works Construction Permit No.� = Dated.......................................... ---....-•-------•------------•---••--•-------•----------------------•----...----•-•-•••-••-••--•---•••-- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Assessing As-Built Cards Page 1 of 2 �,. ,,``__ TOWN OF BARNSTABLE G LOCATION �/ � X ke tQ/Lc SEWAGE # �J VILLAGE _ ASSESSOR'S MAP& LOT` . OW INSTALLER'S NAME Ib PHONE NO.71u/4 �� ') / SEPTIC TANK CAPACITY C—�« //�G�G /�`'" G /✓ LEACHING FACILITY:(type) NO.OP BEDROOMS PRIVATE W LL OR PUBLIC WATER BUILDER OR OWNS DATE PERMIT ISSUED: ) L• .g j DATE COMPLIANCE ISSUED: )'1 ®^�.!!) VARIANCE GRANTED: Yes No �f 7 'EIc;.�1 s http://www.townofbarnstable.us/Assessing/HMdisplay.asp?mappar=286030&seq=1 4/1/2015 i ---- ----------------- ,✓ j Dale Ave. Residence l 31 Dale Ave. Hyannis Port, MA 02601 I I r-i ,F '; 'f: d �'�� •L ',s�$� i 0.4�1 [ FT L� s .� � T.� I 5 I y L : t 'r v y .., •. ,.,�,,. ._,2e _..- .... � .',...:. ``� __} i-r .,..:;: r,c- .. ..... �., i>dt C( .I �fl 1;�.�:.7+ t �'� T �AI' i�l_ �L { ` I - I i CONSTRUCTION - PERMIT ISSUANCE 05/23/2016 LDa E FdSl Ntuv�iF �F ARCHITECTURE&INTERIORS 222 Third Street.Suite 3212 tel:617 621-1455 Cambridge.MA 02142 fax 617 621-1477 ' —.1-D a-Architects.com I i ,I I I _ 1- _ � 1 ' '•l b � rp �' C \Ilk S t ky 11 � 1 tk \'� '711.. -�\ � rn 1 S„ r•`v�� I � lJ �eCC , Icy I � l , \ r� �,� %a/ 11. \� -�,..+• f-S � I ` 1 � r r•'1 1�r,R:;� 1 1 41t 'I r��' \`!� '� 1 j, � 1 •, I a ' 8,z ' a � 1 ' F 1 i ' �-- K 'V' L.• a;, R�. 1 1 4 1,! 4 I� � B -. ,° t ��y.d.w � \ �i 77 111,1 I I 1 NN 3 M"5WC I'UNC7 K T 1 I i Nk°ilt U yn�i I "I I! 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I 1 ------ . ._. - :tip` g�i D ri m p a { 4i x ,@ _ m - - -- --- --- — -- -- -- — ---- ---- _ rr (�N ------ -- - _ D W 1 A I I I I�T g; oo> a g° ------ C O ter„ W oA =�4 ' gym F Z ?m - L D +I 3m Z I — -n La O pa ; 5 NM vP12j I D Fn I = 8m I OO - z _ �" su m ( I �Ij�lI n s ups I I ICI I �VF I I I _._OI OI mi rtrry 5esa Yea - � � �Y24n m L �5 rty amy O sY� op t r j €Fa "Ppn � z o P c moR r hal - .OIEkSo� fr,R�z7/5 pass a�=ah Og£ O i = a ., sy Dale Ave. Residence VI r dmo- = w 4 LD Ct O 31 Dale Ave. ARCHITECTURE&INTERIORS Hyannis Pal,MA 02601 �lo 0 D'T DIT x'iZ Al2 = yl= iT I„ O 'O iA z i I I I I � � I - I I € I lm, � L� II � 11�11 1 I � I II � �yllll ' I ' I� O mUIl a k p 10�t I Ala - lc.p almalFl�x sula im r $� Ix a Cn p I II � I oo I tl III lii m o 0 o mlmlmll ' III s mlm m ( I (�A a R ml^awla�� m m --IaFI m !-'--!�!o!--- I - a,Iaai;e,e:Is:I""^'a ae dil<, �ae'jasdaaad" al"a rfL a -�- �- - b.bb4bbb�4�•''b i,b"ail"e 1,Sl ➢x's:ly- -SIB m �l�l��l�l�N'fi AlO'sordP��gANEW ��sl�a�l°Im�g r N$n$nN 2SM911 — A l l oa 9F amm m m'm� ,F;t omsnK ,n �v;; �����= file"Im m'm�`m'€ rl� l- lrr.!!'_.7.-..� DO m m�mDA_ti ,IlII,lIIIII! 2 'O O O OTs 1I Ifr!iIIIIIIIII�i'�>=g��F��t:-`�-.'1Ii�i!li1II�=�N,a�i>`='�4,_LIlI1lI�I��=='F�4�G=><-Z.Ii!llII11,I1l1�I1IS-.�kaeia°-t<"__-<4�'_�IIIII!II!I,�1II'I-�aFfi`�m9�-K"-."-`=_-�>:,i IIIII�IIII1l1=§52b�$3•�m�?m�3_,-_!II1lI t,�r�FmanY5.4�^�n l IiI��iIl11 iAat�r`_Y;Fa.t-;I!,IlII_mF"miam;F�1'IIIllIIIII.Ar t,;i..1I�-lIIl_"�nn`FR�W;'j.�IlI1Il�'II�rxTut�"�W;YA-_•'.IlI'1iI1i��II Anx4Y1-1�III;''IIiIIIIt sAnR,�+„^Y_!II!IIIIIIIIlI xmnn4rYc:.;-!IIiIII NasFR_t+#,��.IlIIIIIIil�s_rs�.FR��.€.1.'I;�IlI'!IlI�!!II�.�F9s5t.�m.--.!IlIIIhI'lII!II1.Stn^"^�Tka.o"r=f=_,�_.1 I'I�lIli�'Il�nr_�F�s�mo�=n+.!'i��I,�lI e=rFvt�asnmok-,n�I!I'1�Ill1l(IIiIlIf,:.Ae�+sFnF$mo�•!rI�IIl_I am5R„�YtF�.A�.l'IIIi.I Fm�§+„f$.pcc_� x.''IIrI� i1l�;'I1IIIIII�amg�8N�Tter r !'II1!i^4am�'£'Ao�8--:y_S,.•�lllli1,"a�mctaa0��cr_.-1II1IIl)I1!I 4"C.F�3�£ao-x-i lII'IIIlIII!;-fNm$F�:sx_r..�1IIIlII.IIIIIII mYm-atmR2c:'Toc0�iIIlIi�!nk5F�m,;��t-_.-IlIIlIlI,(I mnmb8F�£-f�-.�a_�l,,IIIIGl��I-foAb_F9moT,"s__.-lI!II!IIII�(I'III . A�"c�SY�-sg'r;l ilI!II11III�1 II�m C_�"m9>kn>F�!IlIlI1III l!L I o sm4$s�_�n.I I III�aoms_4$a1+-'lII!I-�yKmRa$n�=Sags-IIll IIIII II�l;l�1�p �-� t- N u•I �I�IIIr r t-a?R:Y$o-scrr_ IIl 1 l' IiI n' > ^rmm--ap,a_mP3z" lI 'I Ill l! ' I C2O-- =mo nm n 1 = = I I' ml l-— =-=_ zz.... = _ all M ! sa s zR €3 S m z£ m1= o �m �F �F � kP FFIF F�FF Fm ,F 1 SbKb b _ kI;M bbz = S MA knvs k Jkk YYY V � �, �"14 h a�, x 2 2 Y3u222 53 2 222 SIN s'iupqu `S oVCn m m m .... � ^1a o o . A oo o S g�9 12 Dale Ave. Residence L D 31 Dale Ave. ARCHITECTURE&INTERIOZoR S Hyannis Port,MA 02601 F o 0 n �� I I o �a � ID ......... �Z �F-+ ❑0 � 4. Z �� :I C• II I i lil .- .. 1 O li I q II 4 - : -C) i m r ... . I - r . rI _ ymgm D c-) c� 0 p2-1 Z m m m C/) nnda__ •s n�- TrII1 Q €ter �-�I i'ss: "a€( EE e'ca! -� ImIF I.I € =K;R _%! 14 " �I$m �Imul g= °5 I? IAA .! " g s 5 p �' I_ j DIS j j`` I' i_f I._!_I_..j ��I •m O ImIIm kIm mjm� jljfi� m m !g��Imi''= m m IYI-.WI�L•Iol�i.I.�,_"IV_i-�-IVI_��-�_�-III = I rt n-�x-Ir�� I'iViV Im�- 1=i-Ifr m K I'I"�els., mti j I,xI 11 j Dale Ave, Residence hm �� si.w s = L D CA - 31 Dale Ave, ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 hti I II II II II I I I 1 II II II I II I! II ! I II II II 'I I � 11 II II 11 11 m 3 O JL- 6 m � 11 - it II / l i>♦ � 1 I I.j 11 ii II II ! II I i � j ❑ II _ (DTI zm AHNWUF' r pan k o o f`ga'?e i 1 r-i 1 6 4-tl 1-f._9`� I' 11 I d a Y Y I Y e Y U mI N fl II II � rC� it 11 II � 11 11 I ' A II I I II i i I I ry X I # g I _ - 6r I 1 3n �n I: II 1 1 v II II II , I 11 � � II 11 II I 11 li II ! I N II _ If - II 11 II II �I I I II N II II II II II II II II 4 II II __—_______.____ o $ _ = Dale Ave, Residence x: LDLA �� ualx. '� 31 Dale Ave. O '" Hyannis Port,MA 02601 ARCHITECTURE&INTERIORS 7— r,-_T. IF=il I I I I I I I III Ili I' IY II' �N 0' 'ry I� 2------------ �\ ll� I � I I .O,O� LKk Q. oq v' LJ �— Ilf Ili? n N w s - k m O I � it O m e I I ( € z I t C510, ICI51 Il fl=� III I mz aVm v,M1u^; � (n I i o k,:, �fi� �mA la I II It'\ i I ado gz_Zz� MIM O i.,F� �IINNON `NI r. � II A 0 lip A 9 = 0 �j pp' m 1. QdB I a—,ICI ¢¢ I III N I I �I fill! h ..I III'll 8 111- " II Ill it I iIr e "A 0' _yj 1l - JLJ L n_� II II L nA ii ii / r __--_--___ __ ---__ = C` - �s 1. .L� J L----------- I t z Lj i \ 1 II 1 �} I II a it i" `n H 0 6 Dale Ave. Residence LDa O - y0�` 31 Dale Ave. ARCHITECTURE&INTERIORS " Hyannis Port,MA 02601 _ 4 Y_ t � H I ai sl i I - if 1 _ Frl-1 11A1 �I i! A 1� � 11 II 1 1114 -1' I - 1! (I II �•.:. � I II II ',�\d 1111 'ly I II `t. III I AI�\�\ I� II Y Z I It 1 1 I. l IL I t I I"!f - hill ,��� _ ' ( m A H I I- I L I L 1 I_ II 1 \� of II ult I� ' WI _.�f 1 I _JI= I)L 7\�Ilpp. II IN ✓F,I _ P If - I' II hill II 1 IL I, L I_ ! II If _il .'I a k m I F I�JJ 'l _ ON m Sao='= zzz �' nO Z %€ i" J=1 j�: 4• I �� G_mgF�" € .71 F { ! it X , �,n�� fi^ O I x 11 I fi g gi�L�'n$ O Al rr n O E5§'g"ti`7 ••W!;_ --11 �x-a sxz z�l .. �n ' moo m as rN CO F It oc111 , IL�gYs�h I ii �1 g� i �1 F IF " II t � L `s\\�X,i,j rLf mR i — _ 16 wr Aw Itvsa a': ry� III; U � Il�t— ------J ,_% ---- �m \Ftl�c 0 _ _ Dale Ave, Residence - t.ug96s aiw L D 31 Dale Ave. ARCHITECTURE&INTERIORS N Hyannis Port,MA 02601 I I I I I I I 1 I I I • I I 1 1 I I I I I It J,- 161 1. .11 lil II f If n: -,( [I uflF HI I N, II 113 I11.1 ul, p `-_—'---I nl r- `•;I J i 11- Ir n JI IL YI ,1' � I 1 III 1 1. 1 II I .JF� I. n li� Diu 31j\ \ 1 1 I In I I li d _ II.I! II I it IIII III Il II i'lul- It 1 I I ul 1 It d -- uf! a IF If nl F nr II_.I j rill a,r\ fl ul a la I m n n _1lIF II H4 �I 1 II pl It ,I. \ II III I ^ { II `. - ' -i O ii IL lu4 It I n _li IEu ul, al I I 111 I 1 I,� � i 1119 _J _ll IC Y111_ IfY II II I I III J1111 1- It I II II R F I1 if II_ 11 lE 1 L I.I II . t� IJ I t �� 1,f1 1. •i I ;I 1 I I I, 111 n I !I 11 II I� I IIi II IF '1�11 I11 II Ii II II III I,;1 c I 1 III Il I. u m mP. l • s€ m i� �! 'i � li� �i2�go off, ^zgz •,neei,",�� m �i �1 It! II II �'fic9 zF.ou O oF, uF O In 11'll g�, Z I' ii Ili uI� m«= O m cn 0 1!1 u 1 it " III a li' Stu I,1 ❑ _ n lii 1111 � o i n I u l m - I1 I t t,. ..----- ------' III ------------_'> _ =J 11 I N r-- m I 1 II1 I r _ i 1 II1 I I I II I III 1 I 1 ! I I I lli II I � .......-..-'rr.«j I I III I I I I III I II i III I %� ____ _______ 1 I I I I I I 1 i I 1 1 4ii IN I. I ' I I iII I I I i114 I t\\ �8 0 Dale Ave. Residence sf°y� rwial.u• L D _ 31 Dale Ave. Hyannis Porl,MA 02601 ARCHITECTURE&INTERIORS _ I � � I iI r \ r Al � R �1 �I V+ lu- , I i 1 1 O c, 1 ' o % mom D � z m Dale Ave. Residence O u T.AM�9'KV�, VYu26 i,00 L D O 31 Dale Ave. ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 r r D to ` - � Ih'O VI•' SL'YJ'VIG I''I1 x z I I I I � > I - � 'II� - - - - - -• . II -v ; I I I ,I 9 ilI Ij L I "y I I- ' D I I i I I 5 I a I I I I I I a '" 's J I I I -F4 F-FO I_.•,,, ° i i i I I y f 8 � z F \ !I I I Mt Ilil l zm it ill i _ ml aV3&pia l I 11 4I I[_ oI _ F, I _ I I-. � • —" fill I U II. I.:.If�� � h5 m �$ag�Am HHYa6 MR FM Z � z s er 90 I .2 C II,. I -yr 'V I t11 I s=gip xa a€ gsH i 6 4 I \ sz'w' I I I S tiEl I I I I r f I I ! ! I I I i•I��j I ,T� �bF ��� �, N W • �r a M F R 0Dale Ave, Residence 4 L D 31 D212 Ave. ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 i� t - L n d CN I P � t __I � ti i y, , J r , I I LI U LI D i �. . M J. , ({ i I j I Itl. � � �r' I •Z<r 55?�� � v Afl G) rn i 1 v Ip I' F s -V g L � � —. og s "� r -TI _ a =�Sa"mom 1 o� 71 ➢Ep �5 _ �v ,� I r fp �� R �a I III Ir :�, zi � � .�: E I � m •m �� , I I �✓ II 26 a$ 1 1 �S_I I I ILLI , II�,� - 2� //j � �/��\N. •II I I� [� 7�� � �S �" ^� F L IJ-- {I $I , a I \J I - — — — \ o-j \ F \\ 25 h\ S I r l I J p r _ Y i - L sa' -C —. T..\ jl T` 4 I I \ I n I Dale Ave. Residence D h e Ave. L s 'T D %r.00'.1 31 Dale � ARCHITECTURE&INTERIORS m Hyannis Port,MA 02601 L d^ 1 I I I ILL I 9991 , A 3m IIi�Ie-II,1III,tII 6 E5f xii 1 ydr � - WIIIII II - a_ ��M Q m unupa go o HM Pin n —Mz oz J Liz: ! t m/+ 1 ----- - - x; 71 Dale Ave. ResidenceS CD 31 Dale Ave. ARCHITECTURE&INTERIOR'I� ct IL S Hyannis Port,MA 02601�l k" I I II d /� r VALK 1 F.i. ICI I F.I V 1 1 I \ I D _ !� l I I !, 0 1 I M 777 !f i y,� t � I k I� may...' su Asa � r �, ---- �➢� Z �3mA� H &gym T ,N' NAP O i Y _ k a �d '" �Ke y ° pg I� U I 2 f I I N W r m ` _ Dale Ave. Residence D - m � .�� t: �� GUMi 00 O �? '�� 31 Dale Ave. ARCHITECTURE&INTERIORS m Hyannis Port,MA 02601 VI Q� I'-f IR I'-5' I _ I.Ivu�I I I v I I t hl {� ✓f ' 1 r: I L I L rrC r I � �� , li - 1 r I�,p rya 'll Fi 1 v A $ i m HEWHOO p a O I ?� v_I F. Ili v.l.l I I I.: cigq8§ ny I III • I z." a u .vv pljl jl II j\ [' a;m 2 �a I ' >, F a n f AA\ I 4I ". ..\ I_ YIN\ I \ N n a _ Dale Ave, Residence - L _D 31 D81B Ave, ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 EO EO !L' 33 ' ; A I1T. f). 1® m '3 se m nwz vg4 cgs=' � _ m m Ell J I � g r I 8� �. �. go EZ 40 f/co I urir � �g$z s - n I p� o I+ fill 82 i I_ 1 �� L�� �a i E� E4, _ / m Ell �I 6 6 A P,i] iy� ICI n I' m _V I: I I i� �—t•II I��I G_4I � �;-r�-;--1...1 � � �n g �m -< \ I I a l I ,Ir- � 11 � H I 9 6 o 7,' � 9 Ij ' { I , 5 y Dale Ave. Residence L D W = _ `. *� 31 Dale Ave. ARCHITECTURE&INTERIORS ^ Hyannis Port,MA 02601 3 \ ( Eo Eo L- J- •:; m � mmomg�v m {� w -- ---- A-- 1 � F :1 El El L_I 3I I a o f f� I'll, D_- -1 I— A r / of II_� � r°I _ I �€K s C 4 iv �� _I 0 El 0z soM, �__ � � o o m l I, it �� I f �� d l 2 i-7 I. �L� � fi;• 9 � � � i. Illy- vl. - �II�, $ /I -7/ Ii j .Ln /tiy" o o A 4 o w m i9 :J c V-1 '\ '< qq N0N 3 \�V i` s D = Dale Ave. Residence L D N 31 Dale Ave, ARCHITECTURE&INTERIORS m Hyannis Port,MA 02601 ti 511 ti ti. i �a �C el£ _ 4g ° pg'a So alb Ia m 91 I i i II g I' \) '_•: �I - J/ _ L� �/ l f II L�EIELI OPE-xrvc neon ne cw kl0 / +Cn o l � 111'` I'rll � rT.11� J] -rr�_ i ---- - - ---� ,- 2 �7- ��rm- `I`��I � ��_ Di irr r �`I II _I III 'II i Fj'.I I! 1i1�'I. D �I )]�i t 11 �I:Ir , I rd r, .� i L P1111 r{rll itl '�t 1 ILV O � + ' Z a h Ir Z I" f i I _ �I-O�I.I I I i� rl III-' I I i� I I � I �) � � � ra I�Y , , I IS fl I I rlt dti__ I r� �I y 4 I{� ri�i i HH [ Ir�11 .f� p. r t 1 [ �?�tl=_. Ill I L Y J I�rt� ,; �1��- 7 _ i _ -_ ( _ .iI 11���1�11111�1 O] sil lillf I II!l1liillrl p It ✓ JI } �l f l r,I IIIII 1 i �f� . I iLl,IIIII T ,'I 'IIIII' � �' S i rnl`lLI ill 'r '1j1= II{II'� i' 111i11-� ` II/i ; I l -fL11Fi 111 I I II' 1 V LIII - I ' I I I I ila� ,t 'ilrt i� IIIri 'I �Ir Ili 111i I -z�1fl I S o i ��II� III ��f}117��1r!L�[II ^Fr iILE /\ V C Illil ILt�J'1.1,1 _ i -- .r- u I-u71t"' I I ��i!i�i}hrlj�llltln� =il I I I JJ�; ip; �it7 L��r � � I fi-f-C1Ill1 �I --� {Ii IiI�I l I1.J-l�� i Ili I Ir II 11 I I �� II hI_ � ! I it I I f rl _H Gl �flll7 .1 — JM � L���11�rj�hAY:�p �C )il sim i_ t I II 17ri1111 il ;,tl}��6k,il r'" ' rj li ti It:LI al L �- I T FI;'li • I. f II �___-_-tl , � ,� � � �� �l�ll�[� ,L �I� I ��=--',I; � j"ll ..I I '� I[ I It yp���A II � �I� y�.— 1, 'If I'Ii 111: 'I II �rr[� � - ?II�:f / i. !I s`FIJ�II, I � - / 11-- - � ,� o r - li I I'i III JI Ij�.�ypyp IL..'.) C�II. Al - ' I�t ill � '.�N9i fI�IIIJI A � 1 �� l i II�-I1}•� l_�'i141r�1 li.F' /�I ILF�I l:i:F I II� .rr--1YYI{�{�F ' IITi rlll III 4� alli: � IrI�I' l li�P�.f 1I II: -���T � ���A� I� IIF� �� � I1 I t: II � ��I �7PJ1 ri-�. r I I �.��� Icl�r�I --ILI'�J�� f � 1.��.� I• I �iV� 4'r't�_ - 5:� II tflr I`il I 11-_i j = [ It I I l 4 ,_ �I �IS�1 �E��.I t r_l- .fiii� LLB I so 11111I1V Ilt '�iI I gk�l Lfl I� 1 1 l I, I. IC'I ill i i I I r'r I r II I- A p p F I - , III llltr A' I..� li jl �lii/f�y }BIt �L I,I I 1 II -f� r1x't jig\k II I - r k P I•I i t 1 � r 1 R � ! r l i�I r^ � � � I I 1I 'IP>I�I' I i(I •I I'I{ '� J�:Iri l.>- �I I � � _ �I I I'I rlll-.lil 1.11- IL -� I ,-_� li���� � �i._ / I I I l r 11il[. F — I �I Ir I J' - 11r �_I q �r I �I I L! {I -_fir ���i�lilr�J r 'I i II i t l �I( L` I r i. l `�J li F,I l- I, Y .rF 1 ` JiLI : 1 m m Til t I s I' i m 1 i- i�, J i C a � I I r �LI �I � -�:I� I o _I ( a can wE cnEno xrmnr po>e 0 68 Is `11 I C�' a mInr fa �F N G'}z m = ng gl8 P =r a8 3= 8 Nli "' o r9 (n m A�5 4m old z ,G Dale Ave. Residence rQ C) 5 LDd O 31 Dale Ave. ARCHITECTURE&INTERIORS Hyan-tis Port,MA 02601 ^I ry, oI , IJ111I,,I lily �n� II{���{tVz m 1, C I,I I II tlllll, Vz g It � Iiall1 YIFIrI_ICI �{ f.11IiI1 �I II! '1 I I'.�1 J t I ,. IIII '1 'J IJIt.H-H_-I ifi�f I.I f!I II t� �I,I`I{CI I- i ( II { l.l!iE I R.JJ � Tr LiL�f -ILI- ICI II It I- rf�il�'7� ��jll �� 11-11 r61� S I (i c 4 1Dfi'� --I- = Z V _ f I 1 I � _ 1 ! CI { it — �I li�l rl 'i ��all(� II �� 1 �� �CI� ���C-�� 1 ��� � D' --—— i I� - !- — ——— I I_ � ' Tif-IJLI t _,i 1`411... I�III iXl1r �{� O , r , Illf ! / I I,tir.,1i, �i z �-pp� if 1 J -I J*C 13I_�I�I It 1i11g Il,f}(Ili li ll' I"rilr� II I{ T7C �iJ )IC �JI C ( . ✓ 1� p1 t I,a ?W=I�:ri�-�I_J:Fil.iI _�_r� I Irg I-I I;I III ! i � I lT -= [9�IJ1J -— - 116rF Ui I�_r' ,I — L.I i—J_ — — — �f I ' Iil1 Ifl t :I I i I la 1F I I y I , Irlt Ir I I � I tell - - �I$ . !" !_I. _ __ _ � ��11f Fria I 1rII I�I"61 , T 'I� Iilll h /, �J �� rill L�{}IIr��yI GTN —��- -__ ,_ IFI-. 1 l vy �iY7 'i TH f-i I F.J I �f IIIRETH I ii 'I� \illi,llllllllplji III l I� Ii FII �II,I��IFJ I a I II Iy�I i I Ilrrll If> I: I.i � I I 1 F i1 � .4 I .LJ111 _ l J , , I � I, , , r, �ItFa �I�J _ t, ' I.. ! -— —=s— 11� i, I I III l I111,11 ill I l V —V f I I it null III I it I- I !r fIk yI,I T — 1 tir tr. — — — — — —T�� �� fiY 'il jl� Cl, lr� I ( h ( �li + I' 1 fjl 1�/ { I = I I' 11 I I1� I- 'if III Il I tll ,IIYIihI l i�! I—I� ! -- I I I� III ill ILIA}'I`III�II�r YI III li/ JI la1 { I I FII I ! 'f 1;4 I g, I I {L IIII II`44 II 'I I I ( i I—I�i rr I I!,il I,I :il t"Al in fill. rjl11l 11 f�/ �IIII \ _ III f { I klirCfl _ __ I It i _ , � I i- tl�f j 1Cl �,rl� - - m� 'C Z 1 Q i (a \ \I i 1.- [fl�l�l��II f`fl ��_. I £ga�a5 TJ hL k'I D ={ I I o 'I X Y'o Q�, �m cmo.0 Z g o z c r gp �� se a O -=--- 2 m = = Dale Ave. Residence L D O + 31 Dale Ave. ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 \/ Illnfl .IIE i ii 1 II �1 ��1III��III1111JJJ I -1 is I �i{;Jf it IFII m W ILI=,I1' u- iz � I --- Ilulll II I� I - -- __ --- - - \J 2 _p vu I l a I P,. !I.1 I < II °Ll Ir u11W1111 .^'I' II III- � r7 I I a I�-7 I i \ i 1�Ir� I�' �� Cry-I r- I m ' �� I'46�I'W I � I I I `rs--\�_. l 11l Ilijl aLL II .�� ll Jllu:�h aif m I �, _ a n 11F r—�i I �• 1 I II Ii0 LI 1(L- I II �llIW r_I C I — �I'lII III IIm 11 iLli : -- r II 1 L 1111 - ui�'Ll1uIWLW _—] --1 hu'upIn'1-L:nit'lu"111 'TLIIIWI.,, �lu a I I�ffl A o _ �i uli}EILI fil 111 o^o III-II I lITI-ItIWI I �I� P. uK ITIF £5x= 1111�IriL'� II�{I: tt�firr+�1 I)r Vs m a% aR cliIzilWh, L I 1 �. a 1 � ItLI I�iIfTk114�W'il�'-IL® i I IL lil-L W A lll-11-u 1� W Ill Lil illll ,I IL 11lI �ll-Ill'll �: N f o64 ' I ILoJ=11rW Ill W-�_ll I - =z 55 z 25 W LI-W II III „ ma;` � mpg€ $ on Ifl lJ lu IIll nW �I i w=1ui I I m=9$n �� f I �-irulll II IIIW-.WAw if I I Ru e lni l -l➢-11 n v1 �Lil III rI II s iAR -IAWLuILL' I ➢L�ful w I_ 11 s K c 'n Im rll��l��;,� I I IIr-�-= � Ip° III!Illlilll 1111111'IIN �-� iW uWur�u�mWl�i_ >~ WINE ll d n - zIWLTiI°IW I ] ^� i�lyl 41�W �W it�lt-Il I� I 1 Iq III I L \LJ _— ------------_ — { aI v six 1 I I 0 ,.I➢ I. I i I N b 1 NF a ge N.'.F4�a'o � ;oo� Fps a�� L��^�➢ �t v� 5� z L _ z Dale Ave, Residence LD &ff 31 Dale Ave. ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 LLI IIy ../ / I 1-WI�II�'rJ19! IOW 1f illw � 111 :I� -- --- - � D ILIIliw111 III W II it v :,-•—., I �=�� o I I w in a,ullfnn F f— I l�� j w l IiWli� I4i�Lli ri�,�1WLi llaw I �W u IfI IJI Ill i`_ 1-J IIr-lu I-Ill lll ll i'llw[�iWlu'u wtl k11�,�111(Llm�l�wI��ml I� i �,Is� t � ! L, �� jWwlll_lll W�l;! r-/ �-•- -� n I Z I I.�I_',�.i�!�It�I I?1-�-p1K�t1 uI .'� ---�. - ' '- rLJ 8 II I_IIL'.�r_•IJI III� .'Ea"u;^..a.,. --- W y �iLI"WT7u1-II m-0�L 1 Ew�- a16l , ''_�I�,�I__ .I I - PMI D lil I)) LIIIll nW'"Ww - 0 I � � 'NTI11WUIIIW�II ui I lwwwuU W W W Wj 17, rn - F h r $ s Dale Ave. Residence L D ct 31 Dale Ave. ARCHITECTURE&INTERIORS Hyannis Port,MA 02601 GENERAL STRUCTURAL STEEL FRAMING LUMBER & CONNECTORS CONCRETE 1. STRUCTURAL DRAWINGS ARE TO BE USED 1. DESIGN, FABRICATION; AND ERECTION SHALL BE 1. ALL FRAMING LUMBER SHALL BE KILN DRIED 19% 1 . ALL CONCRETE WORK AND } WITH THE ENTIRE SET OF DRAWINGS IN ACCORDANCE WITH THE AISC STEEL MAXIMUM MOISTURE CONTENT. LUMBER SHALL BE MATERIALS SHALL COMPLY WITH s CONSTRUCTION MANUAL, LATEST EDITION. NO. 2 SPRUCE-PINE-FIR OR BETTER, THE MOST RECENT VEERSION OF z z 2. ALL SAFETY REGULATIONS ARE TO BE THE "BUILDING CODE °c N STRICTLY FOLLOWED. METHODS OF 2. STRUCTURAL SHAPES SHALL CONFORM TO THE 2. ALL FASTENING OF FRAMING, PLATES, SILLS, REQUIREMENTS FOR STRUCTURAL c � CONSTRUCTION & ERECTION OF STRUCTURAL FOLLOWING: SHEATHING, & OTHER WOOD MEMBERS SHALL BE CONCRETE (ACI 318)". o m c "� � MATERIALS ARE THE CONTRACTOR'S IN ACCORDANCE WITH THE DETAILS SHOWN AND _ RESPONSIBILITY. WIDE FLANGE MEMBERS ASTM A992, GR. 50 MINIMUM REQUIREMENTS OF THE MASSACHUSETTS 2. ALL CONCRETE SHALL HAVE A ° u STATE BUILDING CODE AND THEFPA A A / WC "GUIDE MINIMUM 28 DAY COMPRESSIVE 3. THE CONTRACTOR IS RESPONSIBLE FOR THE CHANNELS & ANGLES ASTM A36 TO WOOD CONSTRUCTION IN HIGH WIND AREAS STRENGTH OF 3000 PSI WITH DISSEMINATION OF ALL REVISIONS & FOR ONE- AND TWO-FAMILY DWELLINGS, 110 MAXIMUM 1 INCH AGGREGATE & REQUIRFMENTS TO SUBCONTRACTORS. HSS TUBE SHAPES ASTM A500 GRADE B MPH, EXPOSURE B". AND MAXIMUM 6% AIR N KSI 46=F Y IHAINMENT FOR EXTERIOR ,. . ( ) E ® a 4. REASONABLE CARE HAS BEEN TAKEN IN THE 3. CONNECTORS SHOWN ARE AS MANUFACTURED BY CONCRETE EXPOSED TO PREPARATION OF ALL DRAWINGS AND 3. ALL GALVANIZING SHALL CONFORM TO ASTM SIMPSON STRONG-TIE CO. INC. SUBSTITUTIONS MOISTURE. � SPECIFICATIONS HOWEVER' THE CONTRACTOR A123. MUST BE APPROVED IN WRITING BY THE SHALL CHECK ALL DIMENSIONS AND DETAILS ENGINEER. INSTALLATION OF ALL CONNECTORS 3. ALL REINFORCING SHALL BE o� TO VERIFY ALL CONDITIONS, DIMENSIONS, 4. BOLTED CONNECTIONS SHALL BE WITH HIGH SHALL BE IN STRICT CONFORMANCE WITH THE DEFORMED BARS OF NEW BILLET AND ELEVATIONS AT THE SITE. ALL STRENGTH BOLTS IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. ANY REQUIRED STEEL CONFORMING TO ASTM DISCREPANCIES SHALL BE BROUGHT TO THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING CONNECTORS NOT SHOWN ON THE DRAWINGS A615, GRADE 60. ATTENTION OF THE ENGINEER PRIOR TO ASTM A325 BOLTS. SHALL BE PROVIDED BY THE CONTRACTOR AT NO CONSTRUCTION. ADDITIONAL COST. 4. CONCRETE COVER SHALL BE AS 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. FOLLOWS: 5. THE CONTRACTOR SHALL SUBMIT COMPLETE 4. ALL CONNECTORS SHALL BE HOT DIP GALVANIZED SHOP DRAWINGS FOR ALL CONCRETE 6. WELDING SHALL BE BY CERTIFIED WELDERS AND UNLESS NOTED OTHERWISE. A) 3" AT-CONCRETE PLACED REINFORCING, ALL STRUCTURAL STEEL, AND SHALL BE IN CONFORMANCE WITH AWS D1.1 AGAINST EARTH m J C BOTH CALCULATIONS & SHOP DRAWINGS FOR CODE FOR WELDING IN BUILDING STRUCTURES, 5. INSTALL ALL FASTENERS BEFORE LOADING THE B) 2" ALL OTHER LOCATIONS - ALL MANUFACTURED LUMBER PRODUCTS & LATEST EDITION. JOINT. THEIR CONNECTORS FOR REVIEW PRIOR TO 5. NO HORIZONTAL CONSTRUCTION FABRICATION. 7. CONNECTIONS NOT DETAILED SHALL BE DESIGNED 6. ALL EXPOSED FRAMING MEMBERS SHALL BE JOINTS ARE ALLOWED, UNLESS N FOR THE LOADS SHOWN ON THE DRAWINGS OR TREATED P-ER AWPA C2/C9 CCA 0.25 & MEMBERS SPECIFICALLY SHOWN ON THE n DESIGN CRITERIA THE LOADS GIVEN IN THE STANDARD LOAD IN CONTACT WITH SOIL SHALL BE TREATED PER DRAWINGS OR ALLOWED IN TABLES OF AISC FOR THE SPAN, SECTION, & AWPA C23 C24 CCA 0.60. JOB SITE CUTS & » "' ,�. '�-•./ WRITING BY THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE STRENGTH SPECIFIED. BORES SHALL BE TREATED IN ACCORDANCE WITH RELEVANT PROVISIONS OF THE MASSACHUSETTS AWPA STD- M4. 3 ' STATE BUILDING CODE AND THE AFPA/AWC "GUIDER. ELEVATIONS NOTED AS "TOP OF STEEL" REFER ¢ "= TO WOOD CONSTRUCTION IN HIGH WIND AREAS TO THE TOP FLANGE OF ROLLED SECTIONS. 7. ALL MANUFACTURED LVL WOOD FRAMING FOR ONE- AND TWO-FAMILY DWELLING, 110 MPH, MEMBERS SHALL HAVE THE FOLLOWING EXPOSURE B �s:aK FOUNDATIONS PROPERTIES AS A MINIMUM (PSI): . °amrKa��u .� r: FIRST FLOOR 40 PSF LLB ` .`.-.� W 10 PSF DL 1. THE ALLOWABLE PRESUMED SOIL BEARING E=2.OX10 FB=2800, FV=240 CAPACITY IS 3000 PSF. CONTRACTOR SHALL SECOND FLOOR 40 PSF LL VERIFY PRIOR TO CONSTRUCTION. 8. ALL PLYWOOD SHALL BE APA PERFORMANCE ^ RATED CONFORMING TO THE FOLLOWING MIN. 10 PSF DL 2. FOOTINGS SHALL BE CARRIED TO LOWER REQUIREMENTS: ELEVATION THAN SHOWN ON THE DRAWINGS ATTIC/STORAGE 20 PSF LL IF REQUIRED TO REACH PROPER PROPER _ FLOOR - y" STURD-1 FLOOR T&G, EXPOSURE 1, � r n.< H 10 PSF DL 16" SPAN RATING BEARING CAPACITY. cr �D ROOF 30 PSF SL 3. WALLS ACTING AS RETAINING WALLS SHALL �^ 10 PSF DL WALL SHEATHING - EXPOSURE 1, 1 6" SPAN aw ;,eO� r v z NOT BE BACKFILLED WITHOUT BRACING UNTIL ,amp. �. ..a,„.. e ALL SUPPORTING SOIL AND STRUCTURE ARE RATING „a,,� ., °, m 6 ;sue uz < c/) EXT. WALLS 100 PLF DL IN PLACE AND ADEQUATE CONCRETE STRENGTH HAS BEEN REACHED. ROOF SHEATHING - 8" EXPOSURE 1, 16" SPAN � LLI INT. WALL 80 PLF DL RATING a= a < W 4. COMPACT ALL FILL UNDER FOOTINGS AND � � �� � u: W DECKS/PORCHES 40 PSF ILL 9. ALL HEADERS NOT SHOWN SHALL CONFORM TO .. SLABS TO THE SPECIFIED DENSITY AND m < 10 PSF DL VERIFY. TABLE R602.7(1) OF THE 2015 INTERNATIONAL _ PM: "" p (7 RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY '^ ' _ DWELLINGS. ""� � " FOR PERMIT REVIEW 10. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO __- A TIMBER 4X4 OR BETTER. O m a v: u a - -- -- —za'-4a" - -' ------ F% I oa 1 f= I I I n �I r-----------._-4 ------7 / / I 6'_9° I I "1 ' I _I...L 1 I I I I I I I I I 0 i. I 13'-11 'I n i^ Q._6$ j I I I I I 9 I I I 1 f • I I .I_ 1 I I---I--o ` I _..i.-6.. rl �T I I I' I 'I 1 ^eQ I o�>: a 1 I I I I 1 t o^o 1 � 1 a o-I_. I 1 i al• _—_I-2'-6' 2-6 I V ♦ I I 1 I I I I 1}'_0"..___i' _'.-7'_0--i-I 1--13-6 I I I I y 1 1 I I o I I I __6_g 1 .-._I--6•_gt�^—_}•_p .4_6d � I I 1 I I I I I Tb I I I o I I 1 I ! I I I I I I I I o I vD a I I j I I i I I 1 i I I I 1 ' I 2•-6-'---i 1 1 I U I I I ! � I j 0 0 ' i I ' 1 p O ! C TIV' II I1L N�I_o_1I_.I -- x�_5➢a�yaI _ OZRZ'rA2:'�.L'I) >ZT�n'QOD Z nm __________________ O n N LA> L------------ ---- Z � rm O ® . O ' Ln i <o Z ' o r rn - �-- m I n fo 7 ➢D o Z V IT y o r n rn -I ® rn n Z (Z/1 C # L �I PROJECT DALE AVE. RESIDENCE BY JOB NO. 31 DALE AVE., HYANNISPORT, MA EJC 17116 44 CHADDERTON WAY MIDDLEBORO, MA SUBJECT FOUNDATION PLAN DATE PAGE `` i � i (508)404-0358 RN E.IC,PE a VERIZON.NET MAIN HOUSE 5-24-18 S-1 a-i II, II I I!I I- 111 " I III I m l III I o I!: I III 1 I I ' O I I I III I I A I III I I III I (3)LPT %10�fLUS41) 1_ 1 IIIiI I IIII ! II' I .III I 1 - I I '\_ II I 1 ;. II I I I I `J •; `� III I IIII I P ALLP4U_� I . x I 1I 3�"%9� PARALIAM Plus PSL ILI g ! I Iili1 \ IIII ' -- j III34'%9 L PARALL M PLEaPSIL \I I 1 I Ill � \I III IV r--_I I C) C l , I I; ! ;II i i I ! I IIIII I --4t' IIi�I m� I i I SC 51"nil PARALLAM PLUS IPSL ti f 'IIII III, L Ix II!Q I I hill 1 ll, � 5)"X9f PARALLAM-PLUS PSL I 1 -PT 2X1 LUSH ! w ! III - " _IIII/ It .III, I / IIII, II II I I I I o I /lJ I it F7 it � I I � PROJECT DALE AVE. RESIDENCE BY JOB NO. 31 DALE AVE., HYANNISPORT, MA EJC 17116 44 CHADDERTON WAY �' MIDDLEBORO, MA SUBJECT 1 ST FLOOR FRAMING PLAN DATE PAGE < � I E.ICP 04 VER E.ICPEa.VERl7_ON.NET MAIN HOUSE 5-24-18 S_2 --------2.10 ® 16" FLOOR JOISTS---- ------ I I (2)-1j"x7II" LVL (2)-1j"x7y" LVL (2)-1j"x7y" LVL 1- I l .19 v II I� = w - WIN 19 FLL SH _ X `. i I n:�zs N I N 0 x O v III �.'I�II w D y 1 . ZZ K a I I =1 mN I I ,X x I i I zd 1_.__- - - _�__ - -• IL O D X o� _ I i I o v Y'I —T1 Ll O ; I I Ii I f1 N I U A N I I au FF1m I F PROJECT DALE AVE. RESIDENCE BY JOB NO. 31 DALE AVE., HYANNISPORT, MA EJC 17116 ' 44 CHADDERTON WAY MIDDLEBORO. MA SUBJECT 2ND FLOOR FRAMING PLAN DATE PACE NG' c�c�E 4 0358 N.N.ET MAIN HOUSE 5-24-18 S-3 -- --- -I -- - --- - I_ - _I_I ' I ' r ' I I 1 1 I I I ti I! xo Il'o —- I I '(3)-2XI E (3)=2 0 ` �- - -- (2)-2XI HDR. - h€ iln I I -- i Idln U, m < �I li r l m i I m m ill I z - II i Ili j ,C' III II1 I .III I I ' l � - ��_ III/F._il_�J ( I;I � I �� ��,►i i ! I I i L I� I j I II e �I.II ii I V.I.F. V.I.F. fl I � I L V.I.F. V.I.F..I.— \c - -- _ _r O _ it > I m 7D 'o LJI _� >< M -----�V.I. 1. —� Z m m F. V.I.F. V.I.F. ` V.I.F. z A x — m ' I !I V'. -- --- I VIF j JI -�L VIF. Imo_ LL I i 4N ` — i Vw= FTI PROJECT DALE AVE. RESIDENCE BY JOB NO. 31 DALE AVE., HYANNiSPORT MA EJC 17116 .1E 44 CHADDERTON WAY MIDDLEBORO, MA SUBJECT DATE PAGE (508)404-0358 ROOF FRAMING PLAN INWMIPORATED EJCPEaVERIZON.NET MAIN HOUSE 5-24-18 S-4 --- - 2X10 O 16" CEILING JOISTS - - -- - ! ;o I I 1 i -:I-"I 'I'I I �P I •I� I £-�G �I I I' I I-=l I __ I I I II I I I O a\ I Z p I I I I I I 1 1 d`n III 11 I I r I,ii Iv..1-t I I I I I I I1 Z I T 1 . �I I I I li� I I I I I I I I 2x 10 @ 16" RAFTERS FOR SHED DORMER --------EXISTING 2X12 ® 16" FLOOR JOISTS I I I z 0 - 12IX Ii . U�__ I� D v<U I (2)-2X12 (FLUSH)0 �\ �7 T) TI X Z ,l] ;11 c: lJ O X mrn<L < . MX 0 f•1 'm (� 'D—Z o I D len Ao?c 7 Z = rn x n> A 0 Sri( N G Z O O 0 C) z C 0< I O A Z n� OZmo 0> n O:� T 9 O d PROJECT DALE AVE. RESIDENCE BY JOB NO. 31 DALE AVE.,NYANNISPORT, MA EJC 17116 ' " TI - 44 CHADDERTON WAY MIDDLEBORO. MA SUBJECT DATE PAGE SIGINEER' , (508)404-035S GARAGE FOUNDATION AND '_ :, .., E.ICPE(i;VERLZON.NET FRAMING PLANS 5-24-18 S-5 .._ _----.._........-.`. ..._...........aYWw .W1YntlWW f- OCEAN NOTE: ALL ELEVATIONS ARE BASED ON N G.V D. o m V a 0 o VE HYANNIS XI�Jt f Ct2Ct �; 1-tM", fLtC�l (x4 1 t i ':1tN,, tRt�(1NG HARBOR v1 y �aTIM t� Jetl1c� LOCUS NANTUCKET SOUND use LOCUS MAP I �k C.). I aSO� -n-i I ! � r �:`��vy". : ; �o SCALE 1 25,000 ASSESSORS MAP 286 PARCEL 30 6 * S> Q ZONE N84'27'00"W C B 0 4 FND. 00 RF-1 & A.P. R. .B. 47.53' N 0 T FIND. R.L_B v \ NOT FND. �3S u Iq a.4 � LOT 1.929 1590 FND. \ 52,606 SF, 82p.. OFF t y, \ 1.21 Ac. R.L.B. \ t NOT FND. .� J4 \ �6 80, 6 B0 J _ 7 ;ti 10 1 �. clil 110 L.C.B. FND. � , f 7 d / �8 FF F 15 5 z \ Y 8.8 O, r c O � \!_l ?. .. 3 \ - l• S ti \ �&9 AIL B.M. = 15.04".� p N r z sc H q y o •+— - O 15 01.5 0 NtA04 1C)o ?,. / 1 _ I Q 2'� I w 5ci to A.voLCD R L.B NOT FND C 4.4tf, s1: _ 1ooOGr4l. 14 r � --� .' O � Z=(,>,k, / II -r /19 n 8.4 ---�0/ / I d- 10 3 ELEC. METER C-UT r �AS TER 1O• -H _ _ 9.1 — — — — — nI I106N v • .. �E Igo• 3 � FENCED I I ^ 1 12.1 1 DWELLING COURT YARD I ( Z is FIRST FLOOR ELEV. = 10.52' I I L ` �ct r►':"' T,� +� _G r t7i� �1+ M���+� '� SEPTIC INVERT. = 8.52' - - - - - - J n / / ' 90 ,1 W• i U �� 01 �,. DECK � Y R L.B.S. WALL CONC. + � 3 NOT FND. L +� F R.L B.S. r NO i FND. o N 262.24' TIE M.H.W. 1929 M.H.W. 1992 1 c N89'19'28 E SITE PLAN 0 IN (HYANNISPORT) BARNSTABLE MASS. jVA4j FUC�.F'T SOU.ls� FOR KATHERIN WILLIAMS ► FLOOD EBB SCALE. 1 " = 20' DAT[ DFC. 30,1992 GRAPHIC SCALE 4 BAXTER & NYC INC, REGISTERED LAND SURVEYORS 20 40 CIVIL ENGINEERS ❑STERVILLE, MASS. Pi T--R SIJLI WAN Plo. 2 133 t.. #92141