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0049 LAFAYETTE AVENUE - Health
49 Lafayette Avenue ` ` Hyannis '\ A= 287-047 V a J�gEcrctFOc, UPC 17734 No 53CR `•t�, HASTINGS. UN 0 1 � o J o i i 0 ti 1� 19 �4 No. 36 qy� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ftpliLotlon for Bispo8AY 6pstpm Construction J)Erm t Application for a Permit to Construct( ) Repair(k/ Upgrade( )"Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. 1 4,` tG ��- Owner's frame,Address,and Tel.No. R + 3� ��c�:s'Rd �coc�ic.�t\�.N y Assessor's Map/Parcel a �o Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.4o. 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) 1,j 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 Nature of Repairs or Alter tions(Answer when ap licable) rh L Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f Date ZDZ� Application Approved by Date d 2 / Application Disapproved by Date for the following reasons Permit No. �-o i< 3 Date Issued No. i 7 A n Fee -7 92 .o THE COMMONWEALTH OF MASSACHUSETTS . Entered in computer: Y� PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitation for 30isposal 6pstrm Construction Permit e Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) El Complete System ©¢Individual Components Location Address or Lot No. 4j 1 4 Owner's Name,Address,and Tel.No. .. 11 EC 1 Assessor's Map/Parcel a(An. Installer's Name,Address,and Tte�l,..No. Designer's Name,Address,and Tel. o. 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) N /1 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 Nature of Repairs or Alterations(Answer when applicable) e( C_ M ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig d A Date (�_"f e4 22n2, Application Approved by 4 Date i jI ;1-:) Application Disapproved by Date for the following reasons Permit No. Date Issued (d/ 2 f e. e " -------------- THE COMMONWEALTH OF MASSACHUSETTS ' k,n BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that theOn-site Sewage Disposal`system Constructed( ) Repaired O Upgraded( ) Abandoned( )b_y . ,� at Lk —l AA�� �� . �F�6!u c,r�;� has been constructed in accordance with the provisions of Tit 5 and the for Disposal System Construction Permit No. dated I o f /.2 / t ! r Installer Designer /y #bedrooms to �- Approved design flow 1!/ god The issuance of thi permit shall not be construed as a guarantee that the system will /ncti�on as designed. n Date 11 13/ 21 Inspector 6V No. Fee )� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS',] f Bisposal *pstem �onstruttion hermit s ` anted tPermission is hereby gr o Construct Repair Upgrade Abandon ' ( ) System located at �, �%W .1_,A4, .. t�yr-1 ' 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 must be completed within three years of the date of this permi(��� Date (u ,[ I�( Approved by 4 �/" ;1C S M z Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information p on the computer, o1—BV.yI use only the tab 1. Inspector: _ key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. S.M.Jones Title V Septic Inspection tab Company Name 74 Beldan Ln. Centerville Ma 02632 City/Town State Zip Code 774-248-4850 smjonestitle5@gmail.com SI4522 Telephone Number License Number B. Certification I certify that 1 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,oa4ite sewage disposal systems. I am a DEP approved system inspector pursuaniT- c SectionE11.340f Title 5(310 CMR 15.000).The system: ; ® Passes ❑ Conditionally Passes ❑ F?a'is r,,,) ' ❑ Needs Further Evaluation by the Local Approving Authority 9/9/2013 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. V � t5ins•3113 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 1 of 17 4 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 _ page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The dwelling located at 49 Lafayette Ave Hyannis port is served by a Title V septic system consisting of a 1500 gallon septic tank, distribution box and 2 precast leach pits. The system was found to be in proper working condition at the time of inspection. 13) 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): I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �M s 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, . safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ®. Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 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 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ E 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•3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 5 of 17 r 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 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? E ❑ 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): 6 Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 gpd t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown 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 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 8/2013 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins 3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 C Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: system installed 6/24/1991 per town records Were sewage odors detected when arriving at the site? ❑ Yes Z No Building Sewer(locate on site plan): Depth below grade: 15"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.): Joint were ok, no leaks, vented through the roof Septic Tank(locate on site plan): Depth below grade: 10"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallons Sludge depth: 6" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 r Commonwealth of Massachusetts FTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is Hyannis Port Ma 02647 9/9/2013 required for every y page. CityrFown 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 3" Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers, took measurements 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 does not need to be cleaned now but should be done soon and again every 2 years for proper maintenance. water level was even with outlet, tank was not leaking and was structurally sound. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Citylrown 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 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 _ page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments(note_if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Distribution box was in good condition, no rot, water level was even with outlet inverts. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 k I Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ 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.): Leach pits were video inspected from the distribution box. Pits were dry with no sign of past hydraulic overloading. 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 W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is required for every Hyannis annis Port Ma 02647 9/9/2013 page. Citylrown 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•3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E & PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately TAti� A-(:! 32 a•z 2.s DE a-Z= ly'6 g Z r A- 3 3 6-3 - 3-7 s d ��act� prrs � A-yr 3� zq Y6 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments GM , 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owner's Name information is required for every Hyannis Port Ma 02647 9/9/2013 _ page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater elevation was determined by accessing Town of Barnstable groundwater contour map. 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments G1M , 49 LAFAYETTE AVENUE Property Address GARGAN, JOSEPH E& PAULA R Owner Owners Name information is required for every Hyannis Port Ma 02647 9/9/2013 page. Cityrrown 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 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 TOWN OF BARNSTABLE LOCATION- ///Ct //o . SEWAGE# VILLAGE 4tqAll�' ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /Sa LEACHING FACILITY: (type) 1�r�� (size) NO.OF BEDROOMS OWNER & h zkr- PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on` t 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 e c ` l � � QL ci d � q\1 li 4 CJ V ` a � � No._�I>` C Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Vsposat *pstem Construction VPrlttlt Application for a Permit to Construct Repair( UPgrade Abandon Complete System /individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. vr&yHIA Assessor's Map/Parcel Zj� Ad ¢ 4Pv-u ,nIyS✓i IIP Installer's Name,Address,and Tel.No. Designer's Name,Address,and el.No. rz 'lope 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) A/C- 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 Nature of Repairs or Iterations(Answer when applicable) &k s&& . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e Signed Date GD Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 9 6 15� ' o- Date Issued No.1 I - 07/ Fee �ll� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: h ✓r •Yes PUBLIC HEALTH DIVISION '- TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(/upgrade( ) 'Abandon( ) [:]Complete System VI/ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 3"/ HIA Assessor's Map/Parcel y r J k� ✓�/ I�GSdi/!Y �J� / �$ ' Installer's Name,Address,and Tel.No. tt Designer's Name,Address,and tel.No. J Type of Building: Dwelling No.of Bedrooms Y y— Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria_(_ ) Other Fixtures y` Design Flow(min.required) gpd Design flow provided gp d,' Plan 1,Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 1 Description of Soil j Nature of Repairs or Alterations(Answer when applicable) 664 1-,Y4 S4 A AS r INJ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in I accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e Signed (7 Date /01Z(,-/S Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a 0 15' C>? 1 Date Issued Lf- - 15- --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( /)by at L f o, L Gi 4 v t 4+e 1�vC 14,1-Pjr+ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _)n lam- 02� dated 9 3-t Installer Designer #bedrooms nJ Approved design flow (\ gpd The issuance of t is p&mit shall not be construed as a guarantee that the system wil I ncti n as,designed Date ICi 1/ Inspector it ----------------------------------------------------------------------------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUS Tom-_ PUBLI ALTH DIVISION-BARNSTABLE, ACHUSETTS oral pstl�m Construe ermit Permission is her iv gr t d to Construct(�) epi ) U gr ( bandon( ) System located and as described in the above Application for Disposal stem Constru ion Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or spec' conditions. Provided:Construction must be comply ed within three years of the date of this\by Date Approved i - - �3al2,0 � s i P s No. U o I (?Tl Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH.DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Disposal �&pstrm Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addres&or Lot No. AVEb\AA- Owner's Name,Address,and Tel.No. 64 Siva i e� " 49 WXL4,C NY Assessor's Map/Parcel {4v 2_f w e rzjz e" VI p b Installer's Name,Address,and Tel.No. Designer's Name Addressed Tel.No. A4, Ail il Type of Building: Dwelling No.of Bedrooms V" 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 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: # The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and n place the system in operation until a Certificate of ' Compliance has been.issued by this Board of Signed Date 2-01 6 Application Approved by Date LJ—3—/5 Application Disapproved by Date for the following reasons Permit No. O 1 15"— Date Issued ?j f 5 ------__-________________________________-___—____==_=dv ---- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired K) Upgraded( ) Abandoned( )by �, A at L 6 TTF 9&v AKMIS O as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. go)5—6f dated L'— 3 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector o ! 5— G I� No. s Fee s % HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for 33ispoBal �&pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual ComponenisP•<z Loc�a�tionnt,&tA�p—j &drre tt No Q v� (��/�, � Owner's Name,Address,and Tel.No. 1%4 5�z(7i5X P-0 Asesssors Map/Parrc Z ��/(}��tIJ e�jz 1340 NXVt C Gy Installer's Name,Address,and Tel.No. Designer's Nameddress, d Tel.No. f + IJIC7 pFrStCVJ Gul LVJ , LNG 'tom �� ✓"i� ` � M✓L Io * /�4l Type of Building: A Dwelling No.of Bedrooms i" Lot Size sq.ft. Garbage Grinder( ) r Other' Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /U1 gpd Design flow provided gpd 0 Plan Date - Number of sheets Revision Date Title Size of Septic Tank �� Type of S.A.S. 1 Description of Soil ., �( Naii re of Repairs for Alterations(Answer when applicable) R l LocA 7-E CJ E PP G -M A)k EA_;�I- I Date last inspected: Agreement: + The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t. $ accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ealth- Signed Date Application Approved by �-- 'r'7 r Date Ll`3' 15 Application Disapproved by Date for the following reasons Permit No. 0 S- o Date Issued L- �j- f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(XI) Upgraded( ) Abandoned( )by rl. 1 - x at 149 t-A-F�A 6 TT c -AVE- OyApavis as been constructed in accordance C with the provisions:of.Title 5 and the for-Disposal System ConstructionPermit No._aU_1 5-6L dated L!- 3- Installer Designer #bedrooms J N Approved'design flow N gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ------------------------------------------------------------------------------------------------------------ - ------------------------ No. g o / � r b 7 1 Fee 10-0 THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal .pstent Construction Permit Permission is hereby granted to Construct( ) RepA 'L iirr( ) Upgrade( ) Abandon "f ( ) x System located at 9 �A f A y�IT FL �y � pA4yi-'t S 1 ({ELT 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 must be completed within three years of the date of this permit. r---� c Date - 3- S r Approved by TOWN OF BARNSTABLE LOCATION# gnni.S All 1llAlye1/'f- RVe SEWAGE# 91— z�� VILLAGE Qy�'6ASESSOR'S MAP LOT �° INSTALLER'S NAME & PHONE NO. A & B CANCO P5-6264 SEPTIC TANK CAPACITY 5,00 t-LEACHING FACILITY:(type 0 (size) } 14O. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER. 'BUILDER OR OWNER C;A994 ) DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: �� l VARIANCE GRANTED: Yes No a i h� l Cj , . le t� ,r No.-7 .: Fizs 0..._:.............. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Utipniia1 Works Tnnitrnrthin Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (V..-Y'an Individual Sewage Disposal System at: ' Cl 1- F"19 ,y.. ......>� ! .:.4................... .......1-1 h :L o •' Location•Address or Lot No. .........d.....-'------ -::7__-•-----------------------•---------•---_- _------------------------------- .............. Owner Address �°�:.� .............................. 1rn�u i N ......�f�- - ..:. .. ..�.�1 WR Installer Address Type of Building Size Lot............................Sq. feet U Dwelling_No. of Bedrooms______ ..................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria P4 Other fixtures ----------•--------------•----•. . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid"capacity............gallons Length................ Width_............. Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No._••----------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................... .............................................. Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ GT4 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ P4 -----------------------•---•------....._...-----•-••-•--....---•----------------•---••---•-................................................................. 0 Description of Soil............................................................................... --------------------------------------------------------------------------------------- x U •-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•----------- xw --------------------------------------- - -- ------ --- -- ----....--------- ----- - - 1 `�� Nature of Repairs or Alterations—Answer when a hcable._ 1 '��.., _l_",� m�a___ .. .7 U P PP •. ---...---- .•-•--••---••.. ._...__p. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Envi tal Code e undersigned further agrees not to place the system in operation until a Certificate of Com liance been iss ed y the board of health. / y Signed .......... -- ..... ---. ----- ---------------- -------------------------------- ------- .... Date Application Approved By .............. ta<te ��----� 1---` ---- • �t Application Disapproved for the ollowing reasons- ----------------------------------------------------------------------------........................................................... ---------- ---------------------------- -- ---------------------------------------- - ---- ---- ------------------------------------------------- --............................................... .................................... ` Da PermitNo. --------C�l ----------------_------------- Issued -------------........--------...--------------------...---te...... �\\\ Date No. Fmc.,M.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Ui"viial Works Tonotruition ramit Application is hereby made for a Permit to Construct or Repair (�an Individual 'Sewage Disposal System at: ....43....... .......P.M :t.. .........a .4 ............ ........)4 _A'N A ................................................. LQcation-Address or Lot No. ......................................... .................................................................................................. Owner Address .......................................... ......i&�....9..9.9..........Q.—L .............. Installer Address I Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms-------4----------------------------------Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures .............................................. le ......................................................................................................... Design Flow............................................gallons per perso/n per day. Total daily flow............................................gallons. 9- Septic Tank—Liquid capacity............gallons Length................ Width.......__._..... Diameter................ Depth............._.. Disposal Trench—No. .................... Width.............__.... Total Length_......_.........._. Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.__...........______ Depth below inlet.................... Total leaching area..................sq. f It. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ $4 Test Pit No. 1................minutes per inch Depth of Test Pit___.__........___... Depth to ground water.._._.________.......... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.._____.........._.. Depth to ground water_._......_...__......... P4It ------------------------------------------------------------------------------------------------------------------------------------------------------------- 0 Description of Soil...i................................................................................................................................................................... U - -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ----- ------- &06...CIO....I..... . . ............... ........ U Nature of Repairs or Alterations—Answer when app icabiet ................................... ......................................... ........................... .............. Agreement: . The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Envirtonmental Code—�The undersigned further agrees not to place the S.)rstem in operation until a Certificate of Com lia ce% been issue(P y the board of health. Signed ............. ........ ................. .............................................. LYate ApplicationApproved By ............ ...... . ....................................... --------:................. ...... Dale Application Disapproved for the following reasons: ....................................................................................................------I------------------- -------------------------------------------.................................................................................................................................................................... ..............---------------------- Date , Permit No. ------------------------------ Issued .........................6 ...................( THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tertifirate of Cantyliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by............ ---------CA.�-_(zo............................---------------------------------------------------------------------------------------------------------------------------------------------------- ,,,Installer at ....49..........4,IRF.. ........... -----------It --------------------------------------------------------------------- hA been installed in accordance with the provisions of TITLE 5-of The State Environmental Code as described in �he 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......... ;4 ------------------------------------------------ Inspector r 6 ----- ---- . a ----- ------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No... TOWN OF I BARNSTABLE FEE...3a4.......... Permission is hereby granted.... ......cal .Co.............................................................................................. to Construct or Repair an Individual Sewage Disposal System a. i...... 4-- -4-E---------- - . . ............t _(7I-A--j- 3- S(-P---O---R-T------- ** ---------------------------------- Street as shown on the application for Disposal Works Construction Permit N /-_-- _- Da ed------- t ----------------------------------- .. . . .. . ........ --------------------------------------- Board of DATE................ ..................................... FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS � � 1 1� n� �1 . 22'-0" 6'-0" 4'_0• �. ADDITION------------------------------------------- -------------- , v b w� 00 N ;sF i GI N o m nN r Z o n Nm o z m --------------- m _ O N ___. A s..�.-..Teu_"r4`.--w .� �..�.:.iR _ - ... � � • a �. r Ipl _ .�II�.'. —.. O....+...aT..iL+i�ww•Y.'.r.��... '" -�.�=e - ri - - 11 __O. __ .._-__ N -1 -G O O 3 ` ` � k moo° I I r - --4 — - ;FLU5N FRAMED LVL BEAM; • o Z oN ; Z -- ---- b ; D ; m ; G� z , m 4 OLon m ; o cn m n ?A n n m n ; S E a ml n� o b r0- � m z O a mp U3 � c o , , Nni o ------------------------- A , Z < n r= N -U D� n m 26'-0"EXISTING FOUNDATION 10'4" o m � Lom D D 1> z A R N � m z „ m ' o � � m N � -i�0 z o m AS IBUILt DRAWINGS n b m N Z z 3 { m Dm0 m • f Simmons (� f Pond _ h schoo/no S� Pond Q O � Ocean Aue _EXISTING SPOT ELEVATION (TYP.) Cu Z. PROPOSED SPOT ELEVATION (TYP.) ton A� a os6in PROPOSED CURB GUT MAINTAIN FLOW LINE �Q�p jrIin EX/SnNC WOOD DECK 07. / (0.8'OF PROPERTY UN£) Squaw ls/ond Nantucket \ �p1' ry10 (REMOVE) -Sound _ 42 --42- ---\ t LOCUS MAP NG OH INRES 3r+o�� 3H0 vi 0 '^t ,0�.. ,84.4T --- \\ 01 t 3Ho 3H0 3Ho _ - SCALE 1"=2000't 4 T _ ���140 �� ASSESSORS MAP 287 PARCEL 47 & 48 I AO - -aFIO -R,rmo 00 3110 \ '�\ LOCUS IS WITHIN FEMA FLOOD ZONE X aW I 3 \ \ e (AREA OF MINIMAL FLOOD HAZARD) AS. \40'e SHOWN ON COMMUNITY PANEL 025001CO568J x I I I �39 I o DATED 7/18/2014 �IX/SDNG EXISTINVE G OAK E PROTECT I\\ _ GOTTAGE \\��\ \ �� ' ZONING SUMMARY FNDP=a 3v\rrp \�+� \\ \ ZONING DISTRICT: RF-1 DISTRICT MIN. LOT SIZE 43,560 S.F. 1 / e �-o LIFT COTTAGE MIN. LOT FRONTAGE 20' +ap' ° ADD CONCRETE k� MIN. LOT WIDTH 125' FOUNDATION SIN SETBACK 30, MIN. SIDE SETBACK 15: II� I RESIDENC I MIN. REAR SETBACK 15 15 I COTTAGF ADDITION BERKERY L l MAX. BUILDING HEIG I _ (COTTAG�EE TO REMAIN MqP 2gj PARCEL 4' -39// `� I x I YETTE AVE 2 BE9ROOM) \ I _ SITE IS LOCATED WITHIN AP - AQUIFER D6 18808 PG 70 -�! PROTEC110N DISTRICT 10,241 S.F. I SITE IS LOCATED WITHIN THE HYANNIS FIRE 30.0' YARD SETBACK 4 \ DISTRICT t a , , �n OWNERS OF RECORD Cd / 7r2EES, LEVEL AR�A PROPPSEDJ �, I I I 0 \ I \ / PAVE RIVE ,5 M/M BERKERY �ERI 39.7 (` '/ / I �� I \ \ PROPOSED TO BE R VIED REFERENCES ( I \ Ap \ ADDITION /� - Ro I AREA DEED BOOK 18808 PAGE 70 DEED BOOK 22919 PAGE 17 Ex/snac\I I \ I t`\ �� 0 d PLAN BOOK 624 PAGE 58 PROPOSED i SHED I Q� x COVEFjED "�\\ 2P.T - PAT1D -T-� 2,.5'_I W PLAN OF LAND I o O c 0 - v PROPOSED �\ EX/SDNG I o 0 __a _ 1 DWELLING RELY AON& I 00 PROPOSED ' _ IN I 15.2'�/ TOPFF=42.51.5 ADDInON I h as WALKWAY �I HYANNISPORT, MA + I V6 EXIT nAIG a \ I �dx - \\ \\ 21.7' in PREPARED FOR 215' Fps M/M BERKERY —X X x / o I °a to a�"N� 41)f / 4 0- e _ry x 4° °� DATE: 9-29-2014 _26.67' \\ REV: 3-25-2015 (REMOVE MUDROOM, DRIVEWAY) CONCRETE BOUND 0� 0ry 3y0 FOUND 79.68' EX/SDNC nMBER °� - R£TA/N/NC PROPOSED TIMBER 3 - WALL RETAINING CONCRETE BOUND WALL FOUND off 508-362-45 fax 508-362-9880 Scale:1"=10' S� SH OF MAS89c,Y o2� tNOF MAgSgcyG I downeape.com -� 0 5 10 15 20 25 FEET Boa DANIELA. �N� DAANIEL N dQ WO Cdj* �nglQeC�I�g��Q`,o U OJALA N $ OJALA CIVIL civil engineers 46502 No. land surveyors 939 Main Street ( Rte 6A) FS L EN ► d SURVEY YARMOUTHRORT MA 02675 DATE DA L A. OJALA, P.E., P.L.S. - 14-249.DWG DCE #14-249 _ l .. .SFo..�,�.+��r. .. _ Q��.-..�. i.,ra�- .r��..�„Q.� � ��nar.::�ma+-ur�':.'.`:an".�.-- - — :�a�..�z.-,�.� r,c .a� 6�.•.o:..+axrR� -_ss� - BRICK CHIMNEY ARCHITECTURAL ASPHALT SHINGLES ® ® ® ® ® WHITE DOUBLE HUNG WINDOWS 3/3 &SHUTTERS F ® ® MIME ® ® WEATHERED W.C. SHINGLES WEATHERED W.C: SHINGLES SCREENS PAINTED WOOD PORCH LU WHITE ALUMINUM STORM U LU .Q 26'_0" DOOR Z > WOOD STEPS PAINTED JuGREY �. Q EXISTING FRONT ELEVATION ( EAST ) UJ N SCALE 1/4,; = 1 -0" � H LU N 1L LU LL 'Q BRICK CHIMNEY L FT Q) 3: ARCHITECTURAL ASPHALT . SHINGLES MM 1X2/1X6 WHITE RAKE BOARDS WHITE DOUBLE HUNG WINDOWS 2/1 &SHUTTERS W.C. SHINGLES W/ W.C. SHINGLES W/ GREY BLEACHING OIL 11 El El GREY BLEACHING OIL ARCHITECTURAL ASPHALT SHINGLES tiASSA y U S F 1X2/ 1X6.WHITE RAKE BOARDS Q K GRENIER M0. s BUILDER: MAR e�® El M W.C. SHINGLES W/ �. STAINED WOOD `N�g�s °pRh� mr-z Design Build, Inc. S _OIL � GREY BLEACHING -� o �RVO 0q$$ a _ SHOWER ENCLOSURE CASEMENT WDW. s zQj�� NO• o cu 61 Homestead Lane ��'''. � z Yarmouth Port, MA . 026 PAINTED WHITE p REGIS��Q��c> 509 - 364 - 6494 0 Me HALF WALLSHINGLED W/ OFfSS10 mgdesfgnbulidAoutlook.eom �- W.C. SHINGLES STAINED GREY 15 LITE WHITE FRENCH__�/ DOOR 26° PAINTED WOOD PORCH 15 LITE WHITE FRENCH ExISTING FRONT ELEVATION ° PROPOSED FRONT ELEVATION DOOR WOOD STEPS PAINTED °P "'" sue' PROPOSED FRONT ELEVATION ( EAST ) GREY °s� APR. 21, 2014 _� SCALE 1/4" = 1'-0" \�� BRICK CHIMNEY W.C. SHINGLE RAKES ® -----------------------------�--- - - — —-—-—-—-—-—-—-—-— - WHITE DOUBLE HUNG WINDOWS 3/3 F WEATHERED W.C. SHINGLES a 1 -------- ----- --------- WEATHERED W.C. SHINGLES LATTICE ENTRY SCREENS ENCLOSURE ------ - ------ — — --------------- — n PAINTED WOOD STEPS LU EXISTING LEFT ELEVATION SOUTH �� OF "qSs QLU SCALE 1/4 = 1 -0 o. �- WILLIAM O Q BISHOP n LU LU (� v STRUCTURAL N NO.29488Uj q � � N RFGISTER�G� >— LL z F r— BRICK CHIM SSION0- LU E '� Z NE � 'd ----- ------------------ - - Z ` - - - )z m ARCHITECTURAL ASPHALT ® ARCHITECTURAL ASPHALT SHINGLES SHINGLES - — — — — — — — — - 1X2/1X6 WHITE RAKE BOARDS . WHITE DOUBLE HUNG WINDOWS 2/1.&SHUTTERS W.C. SHINGLES W/ W.C. SHINGLES W/ GREY BLEACHING OIL El El s GREY BLEACHING OIL ARCHITECTURAL — — — — — -------- — - ASPHALT SHINGLES ® -- - 10IE � GREY BLEACHING OIL W.C. SHINGLES W/ BUILDER: MARK GREN1ER EE4 WOOD COLUMNS � W 1'1Cx Design Buf id, Inc. PAINTED WHITE HALF WALL SHINGLED W/ W.C. SHINGLES STAINED GREY- 90 Homestead Lane - — — — — — —-—-—-—-—-—-—-—-—- -—-—-—-— Yarmouth Port, MA. 0261571-1 _77t------ --- --- r PAINTED WOOD PORCH 508 - 364 - 64,34 &-o" mgdesignbul ldgoutlook.com STAINED WOOD SHOWER ENCLOSURE 12'-0" 26-0„ 2a-o° 8,_0., WOOD STEPS PAINTED - GREY EXISTING LEFT ELEVATION . PROPOSED LEFT ELEVATION PROPOSED LEFT ELEVATION ( SOUTH ) i rm uw•o. ao6 NeUCTU RE� L SCALE 1/4" � oe� gsa, a. APR. 21, 2014 ^ O EB L nil til�� BRICK CHIMNEY W.C. SHINGLE RAKES P' WHITE DOUBLE HUNG WINDOWS 2/1 WEATHERED W.C. SHINGLES LATTICE ENTRY— LU ENCLOSURE. PAINTED WOOD STEPS V '� V 26-a' _ ^ ■i�A•,i U LU Lu w - EXISTING REAR ELEVATION ( WEST ) (� T SCALE 1/4 — 1 -0 Z � 3 ARCHITECTURAL ASPHALT ® SHINGLES WHITE DOUBLE HUNG WINDOWS 2/1 W.C. SHINGLES W/ GREY BLEACHING OIL ,�AA ARCHITECTURAL ASPHALT SHINGLES WHITE DOUBLE HUNG FIRM �s q�yG N BUILDER: MARK CsRENIER WINDOWS 2/1 WILL o. m-A WOOD COLUMNS B'S P t;"G 5e61 n Build, Inc, 'El PAINTED WHITE srRucTU8 g NO.29488 61 Homestead Lane — — — — — — — — -- — — STAINED WOOD q �Q7�` Yarmouth Port, MA. 02615 '° SHOWER ENCLOSURE �0 RFGIsTER�o PS 508 - 364 - 6494 W.C. SHINGLES W/ S�ONA mgdesignbutlds'outlook.com GREY BLEACHING OIL 4-0 6-0 22'-0" 6_p" 15 LITE FRENCH DOOR PAINTED WHITE EXISTING REAR ELEVATION PROPOSED REAR ELEVATION PROPOSED REAR ELEVATION ( WEST ) LIA BISHOP SCALE 1/4" = 1 =0" eHa zo e` e o Date: o o wE°�r APR. 21, 2014 l BRICK CHIMNEY ® W.C. SHINGLE RAKES ------------ W.C. SHING ERA ES —WHITE DOUBLE HUNG WINDOWS 2/1 — --- ----- -- ------- WEATHERED W.C. SHINGLES SCREENS o WEATHERED W.C. SHINGLES m LATTICE ENTRY ------ — — — — — — — — — — [--- PAINTED ENCLOSURE j V � ---- --- -- WOOD STEPS } � LU WHITE DOUBLE HUNG U Q � a o° 24�4' WINDOWS 2/1 , = UJ }— 0 ASS 1 Y O i—i EXISTING RIGHT ELEVATION ( NORTH ) o��� �c-5- � Q- SCALE 1/4" = 1'-0" o ILLI lu O. '4 N STRUCTURAL }— LL '^ NO.29488 BRICK CHIMNEY RF �o ���� lu — — ----------------------- OFFS S/ONA�/ONALRNG�� — — — E �— V ® ARCHITECTURAL ASPHALT 1X2/1X6 WHITE RAKE BOARDS SHINGLES — - - - - - - - - - - — WHITE DOUBLE HUNG WHITE DOUBLE HUNG ' WINDOWS 2/1 WINDOWS 2/1 &SHUTTERS W.C. SHINGLES W/ W.C. SHINGLES W/ El El , El GREY BLEACHING OIL GREY BLEACHING OIL ARCHITECTURAL — — — --------— ASPHALT SHINGLES SKYLITES — — — — WHITE DOUBLE HUNG W.C. SHINGLES W/ WINDOWS 2/1 SLIILDER: MARK GRENIER GREY BLEACHING OIL MCi DeliJ n Sutid, Inc. D HALF WALL SHINGLED W/ W_ 00 COLUMNS W.C. SHINGLES STAINED GREY - --------- - ---------------------- — — - >q PAINTED WHITE 61 Homestead Lane IN Yarmouth Port, MA, 02618r BOB - 364 - 64S4 - - WOOD STEPS PAINTED O � W.C. SHINGLES W g om / utlook.c - urld o z�o^ zo�-o io-0� mgdesrgnb GREY GREY G BLEA C HIN G OIL PAINTED WOOD PORCH 15 LITE FRENCH DOOR EXISTING RIGHT ELEVATION CASEMENT WINDOWS PAINTED WHITE PROPOSED RIGHT ELEVATION PAINTED WHITE PROPOSED RIGHT ELEVATION ( NORTH ) 0 SCALE 1/4" = 1'-0" as�aP smaci w Dale: APR. 21, 2014 s _ Fs.o.Eti � ,4 sae ,d 5O'-D" 28'-0" � 20'-U' 2'-0" 18'-D" 10'-01. PORTAL OPENING 4 o N 5-0" b N o o 20'X 10'ADDITION b 4 SUN ROOM/SITTINGLU v 8'X 10'ADDI ION t ` o BAR/PAN Y - v 11 1 o iia 3' m-9" 11'-9" 1 2'-6" -----__LVL BEAM ABOVE_____--_ U /DN �- ❑ // -----_ POST UP/ ■ • (T� DN � 1 r ... J �,._ 'a T ;•�/' SITTING i LIVING /IOLJ 4 LU 9 q O C = o WE U, n/ r ( lY 26'X 22'ADDITION a - 1� � �.'1 � �`fi A �✓ i1i KITCHEN i O POWDER _ c o c ------- - O O Q 10 III �17 N 1 COVERED P ( �` � Ul PP05T UP/ (l.J) C w DN �J O r l �.} Y ' i 1 KITCHEN DINNING _ LIVING r r M 11 R OM ---- -i�. o o .----------- ----- POST UP/ - q POST COL. DN 0 N UP/D t4 4 2'-8" 2'-8" 64' 12'-01� BUILDER: MARK GRENIE R 26--0' 24'-011 �� Mq sS 50,-01, s q� MG Design Build, Inc. O� tiG WILLI. 0. e Pi�OPOS ED FIRST FL-00� o BI 61 Homestead Lan S P A n n Yarmouth Port MA. 02615 SCALE 1/4 = V-O 145& S.F. STRUCTURAL y18[ 508 - 364 - 6494 NO.29488 mgdesignbulldgoutlook.com Q �OF REGISTERED F , SS SON L NC E A FIRST FLOOR PLAN N gSSq L O BIS a Date: APR. 21, 2014 rviinr+�°�1l s la. I/411 A = 1,-011 'l� . 50'_0" ------- ------------------------- I I _ III(�II'III --------- ROOF 2� o - I I LU ROOFLUI ` ------- - T UP/LJ c ON BATH N tA\] -uc?> ---- - ^ B BED ROOM 04LU MASTER BATH O i� � `-_ LU ----- �P' o ,,11 O in I- LL w LL Z � HALL [/JEE�' y n- POST UP. ❑ ? 4 L N MASTER SUITE ❑ DN ��❑ D_ N - lu N18'-103/a" 1 ,_�•,� „ HALL T- - Z " U in �+ > V 0o 02 o v P BATH N O N N BED ROOM 03 03 10 o ® ('____ 11'_43/4" Ell 0 N II 12-01 543/<° 2 WW" LI N ❑ ✓r ," ------ -------- 8'0"12'0" 12'0" _0N ROOF . 26-0" 24'-a'. . 50'-0" P SSAC/,&. o `cT N $UILDER: MARK GRENIER Piz OPOSED SECOND FLOOR MG Design Burid, Inc. z �R�G 9q8$ SCALE 1/4" = II-O" IISO S.F. �� s No•z o 61 Homestead Lane g� � oft,A �� �= Yarmouth Port, MA. 02615 51 ' 1 o REG1S �� 508 - 364 - 641B4 } OFESS10 mgdeslgnbuild�outlook.com �e_ SECOND FLOOR PLAN . STHp.1B°a0. . - u?pOr RFG 93EP G=WW Date: . G� APR. 21, 2014 Scale 18'-0" ADDITION -10'-0"ADDITION 20'-0"ADDITION 2'-0" 5'-0' 5'-0" 10,-0" 10'-0.' 2'4, i II,,�� VENT/WDW. #dt it.�1= ' I (4)•4 EA.WPY JI• ' - eE:OTTOH II II II II es 1 . ynii iRR--- _ r. CRAWL SPACE 1 o - PIER PLAN p I w"CONO.DUST CAP NO SCALE " O CRAWL SPAG DRILL•GROUT•4 DRILL•GROUT•4 (D 3'-0" 1 0-CONC.DUST GA DOWEL6 14"G.C.• DOWEL6 14"G.L. •v • WPLL°P11•4 a Ff'G. i OPENING-VFRIY Q .LOCPTIONlu •e I OPENI GV�RIY ` • T'i--T n, ___ ________________ __ ----__ _-____ c�\ \IOOPT 01 \ \\ �\ \, \ IT6O.CONC.PIERS W/14l 4 VERT. , -- — "'•" •�'•- - \ •, \ \ \ ON 3'X3'XI2'D.LONG.FTG'9.W/!¢7•SEW. \ \ \ \ \ LU \\ _,\'• \ \ \\ - e BOTTOM OF F'T G, -- •-- \ \ Z LU W/SIMPSON POST BASE FULL BASEMENT C' 111 3 1/T CONC.BLAB DRILL 16 a \\ •\ \ \\ \\ \ - y' Q •� / ` DOWELS]a°C.6 , �• v q \ \ \ \ \ D p 94 0 \, LIJ • _ n .u^ , 4 4. q -_- -'-__r3 zxlz_ _-- zxtz_- _--_r-i z--- \ . EXISTING FOUNDATIO .�\\\ \ I a �, v' 4� , N O fV — ——— ——— \\ \ \ t0 LU G \\ �y N N r�WBFA SPACE __�_ __�__ ' I I �! \ \ \ \\ \ \ \ \ \ TYPICAL FOUNDATION WALLS- I I: \ \�..��\ 8"THICK CONCRETE FOUNDATION WALLS ao x3o xl�o.coNc A V vv EfG 9.W/9 V]'D.LALLY ca NEVI 9 X 4 \ \\\\\ _ \ ; W/#4 VERT Q 24"C.C.-(2)04 CONT.TOP coL's" OPENING-VERrc - \ �\ \ ,\ '� Z LOCPTION---� &BOTTOM-5/e"D.ANCHOR BOLTS -48"C.C. I y &WITHIN 12 OF ALL CORNERS-W/WASHERLu &HOOK(6"INTO CONCRETE).16"W.X 8°D. \ \ V I CONT.KEYEDCONCRETE FOOTING W(3)#4 CONT. GJ i i 3'X \� •� i OPEN VERIY , , , ° ALL CONCRETE SHALL BE:3,00 P.S.I. - q °4 LOCATIIN AT 28 DAYS. - --- - -------- --- - ------- -- -- - ' � m- VENT)wow. ALL REBAR 40,000 P.S.I. — — I a •` CR WL - DRILL GROAT•4� \ _ \` e NO CONCRETE SHALL BE PLACED IN WATER `� I I SP E O WALL.R)•e a FT'G. „ a DUST 4P iV __v___ ____ 12 0 8 0° 18'-0" - - 26-0"ADDITION 24'-0" EXISTING FOUNDATION FOUNDATION PLAN NOTE � BUILDER: MARK CsRENIER VERIFY BOTTOM OF FOOTING$ A SCALE 1/4" = i'-o" F n4qS o�;, Sq�yG MCA Design Suild; Inc,AND TOP OF FOUNDATION WALLS c WILL O. `nm 61 Homestead Lane AT SITE. TOP OF FOUNDATION WALLS, � STRUCTURAL CnE708Yarmouth3 Fort, MA. o2ro,5����9 ' TO ALIGN NEW 4 EXISTING FINISHED No.29488 508 - 364 - 6494 A mgdesignbulldmoutlook.coln . ��T�FI TERE� FLOORS FLUSH, FLOOR FINISH SELECT ASS/ONAL G ISTF ENG\� 5Y OWNER. FOUNDATION PLAN U U � 1 - StNO,ygsen Date: ' of"E°I��"E �411 APR.21, 2014 1 6eme: -1/411 IIAII -.� ... ,..�»r,�,.,,�,»,,..,:.�,n•M��:,-�.•_...,•�E,,,,�.�,,.,.,,.,.-s,,..:,v,...,-.,��.=,w:��.�:.,,,w�„«-..�.,��a,�,•-,- _<-�.: Gam..,..,. 9�. _,�..�,.�-,�:. _ �„.,.,-...,...-�..-,....�,,.,<..w,_Y.., . ..,�,�>za.,.,.:�...,.< ., •,. �- -, ..�• ,P.���-,ur_,�.,.,...�..-_��.�..�„n..-<.T,.�.��..�.. _,,.,,...«KM.yx I 18'-0" ADDITION 10'-O"ADDITION 20'-0"ADDITION 2 0 - a x ic 0 °C ___ ___ ___ ___ _ ___ 6 Lu o X1 LE ER OAFB LTE U , X 1 Q 6° tu /t/ D. LV. OL 2 QC 2 X 10 LEDGER BOARD BOLTED; AG ER W/1/2:D.GALV.BOLTS 24'C.0 ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ _ . STAGGERED - l - - - - - - - - - - - tu Q __ ____________ . . ______ t_ __ __ __ __ __ r � , i3 ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _ _ Lu r r r r i \ o ' Z 'vo 2X Os 16" .C. 0Q I _7 . Q __� __ I >•�� \ Lu Lu " I o 4 0 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING FIRST FLOOR o z JU i N N N - - - - - - - - - - - - - - i \ \ \ N • ' 2 X Ds C 16" .C. iQ EDr y , I r r ----------------------------- ------------ - t Q X 10 LEDGER BOARD BOLTED Q �10s 1 C.0 l2:D.GALV.BOLTS 24'C.0 ,-+a _________________ ___________________________________________ ° STAGGERED ________ r i r _ _______ ________ ____ 12'-0" 26'-0"ADDITION 24'-0" EXISTING FOUNDATION Mggs"qcyG BUILDER: -MAR< GRENIER O= S� WILL A O' MGz Design But ld, InC» ) STRUC\ RP& N FIRST FLOOR FRAMING PLAN � 2g48S 61 1-lomestead Lane SCALE I/4" = 11-01 N� �Q7 Yarmouth Port, MA. 02615 IL � f 4� 508 -364,- 6494 A SOON �G\ mgdestgnbufldeoutlook.com FIRST FLOOR FRAMING PLAN J 2 O- O �pP Data: NO. APR•21, 2014 �_I'� rvvrtv�y11� scale: 1/4" = V-0" ` s .. ,. .,vn>-x�"�..�.. �...-r�-„.,,.-,, ,...,..,,..x .. ,»;� ,..,r..,,.",,.m,.;A:.�.,<„r»..�,� n.x,. ,. ,7:....... ..- .,,..., ,�,...,..\��,.�.•-�•,�,.�..s-., ..�.."r.:...�n-. ..-,.-,..�. .4 .,.. ..„,.,r--,�-.-•„,. .,�, -...,..,..--a.�,,.,>...-.,eara•,r.,r.,...,,...�,�..�.".,.,:"..4 ,.a,v..., ,T,�,,..•..� _.e�,...,�,,.�-.u�z-..:�.n.,r,.-3,..�a,s�,..�„»,�„�-gym,'.. ,�_�->z.,_.-,.,.��.». 50'-0" 28'-0" 29-0° LU o U jXfZ) P081 (Z)ZXB HD 2XI0 B2_(2)I l/B o )9 1/2°LVL O 6 1 0R 1 _ X W V6X6 WD. D. POS POST LU . 10 FpN./UP TO ROOF O II IIm F LU 0 U.=jlJ I I GmINx( (-�/■^�' L I F W V 0 .. 11 ar .. � Z Xm Y TO FDN./PI1P t0 ROOF N 1X z LUUj > Z 11 E HZ-(3)ZX or f3)B"LVL POST ON. TO RJN./VP 10 ROOF T WD.F'08T OR . N STEEL GOL. `+'1MY� O AA 11 )C C H G s a F� BUILDER: MARK GRENIER -0° _ o �V P 50'-0" e\sN FtP\ MCA` Design guild, Inc.. z '( ,, 9 G o Q O ' S�Np 29� �� W Homestead Lane SEC ND L OR F AM NCB PLAN A �� Yarmouth Port MA. 02615 I SCALE I/4 = 1-O ,o REGIS�� � R�FON �� 508 - 364 - 649 fSSI 4 _ $ mgdeslgnbut Ideoutlook,com S GOND FLOOR FRAMING PLAN NO. . � Date: REGIsh 4,`'�W �10;°°EGsiaNP� �,ul APR. 21, 2014 scare: IL 24" 22'-0" 6'-0" 4'-0° 11'-0 1116" 10'-11 15/16" 6° l MkIp— --—— )I P — M EA—B—LOU:---- In ply x l 5 a I6° .C. y l n IL U y II I O 0 1 II N uj D� e III ryl(2)7X8 HD � 9 III CID � W OL D Ol X _ — W A m O u n �-0 rn 11 mX n i - x O_ 1— O y• O O p b Q k8' u' N II II it it W4YOVER I�,A®16° .C,n II x� � � x I I II It u f2) a A = L XISkmil, - \I v _ (2)2XIO 0 - N \' N P 'l (2)2XIO X � 3 N j N IS M % !2)2X10 D U � N p TI i! 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GIRT ao CRAWL CRAWL 10'-4" 10'-4" CRAW!_ I 3:-A": " 7:_4" 8:1 20'-8" FULL SEMENT 8" 4'-4:: � o 3 1/2" D• LALLY COL. 3 1/2" THK: CONC. SLAB —8" THK. FDN. WALLS 1'-4" W.X CONT. FOOTING \ 'OF A4,q g BUILDER: MARK GRENIER 3' X 3" W, X 12"D, �ONC. FT'Cx: o� It LAM O. m MCx. Design Build, Inc. 4'-0" 8'0" 22�0" 5'-0" , BI OP cn I Homestead Lane STRUCTURAE � NO.29488 armouth Port, MA. 02615 A 508 - 364 - 6494 " �o pFG� EO ��� mgdeeignbufldmoutlook.com �c STER s4c is FRAMINGx SECTION FRAMINGTYPICAL e^m SCALE /J�� Q I_O II 5?_� rvu srvr�_ SCALE 3/SII� � � Data: APR, 21, 2014 �_5 COMLTRUCT[QM OLTAILL POP TML APA MARROW WALL RE3Ai1016.MLTMQD - NA0.NOW WA1LOVER CONOPFTE OR MAFONNI EIOCN FOUNDATION - OutWna .Eidetiwunon -' - - E ] 1 \ 6dL Jtle,aepen nR i � 1 led I F .� axu n°2nd� F Ju.4 IanrW:.any l ly - I phnwrcn.ni�g14 Near iaS Y. j1 U9 � NOTES: TYPICAL-ALL FRAMING AREAS--- ;,.„o zo— I FLOORS/WALLS/ROOFS - ikblP2.G tAl NRlIAIg SMedl NOTE - BLOCKING @*C.C. @ ALL ROOF,CEILING - LU TYPICAL UST SIMPSON STRAPS EMBIEDDm IN CONCASIE AND Ni TO SILL AND UP FLOOR PARALLEL TO EXTERIOR WALLS ..... STUDS D _ 1 a cklr:yl P tt (T Mop) S 8tl -.21Utl haN m z AT HOUSE WALL TOP PLATE LAP 4 W/10-16d x J1'T�' fTN1 BMYtlt Ra (C-Ad bd) 11W -91ad AMY enP,,33RR [kAMYIf OF R[q"iNEU OUTEI NE0.DETA LPac R6aT Ya.]I 4,y II FY Iflg{} x }' ,lf & r PiEnes 5,W ecO trn . 9 tllF aecY tl)EFa ellopl. LU L V s'pl ,fng :. .Paw. aK laadrwlm«n � F u. RAFTER TO EAVE.H2.5A ,w SR TOP PWe DNa T dNd)iFlg T4) <Bd G,Ud pBf PIF bLU / uvdsoao,ec a elbcq^gl 40.IT nep7 9 ea Fr 2-Igtl k eOgT1 ntl RIDGE STRAP LSTA 12 alaakIa.$inPFT'"'d aCmddA, ` 9Tad (Yad s dGD1OEk . N . � N��-..,MT�1 .. LMpor SldD fD Boom orO tl (Fkeo npUM :3 aJ i 3411M d1(aisl S ALL NAILING PER TABLE 2 GENERAL NAILING JdsIODLOdp 1 Seb i d1o) :" 9 Sd YiQd I aT)dY O A • - ,110 MPH WFCM Hand Jd IWJdst lEndal.Tgod)IP'9 YA) �St ad L_f INY L t' pb IM" LU B IfOJ IYYD 5111 Tap Pt W{T UaC1(no 1,1) 2,Utl -aYBtl 4 ]iP 104 ALL SILL BOLTS 5/8"D,W/8"EMBEDMENT ' d I`° jJ� IP -ie PORTAL FRAME DETAIL + HOOK W/30 X 3"X 1/4"PLATE WASHERS ulum W Da 0 Y6 Bd Od a odge,8 Nd ! t- gddd tt gwag M1 Oa�xe !gableamD g ad ( .!ad',: e'uJg]7 a Wd _ --- .. --- @48N C.C. &WIN 12"ALL CORNERS EA.WAY pnhi mMMI ink-1 Ed IOC B OCOP/8'Ibld - PROVIDE ECCQ, CCQ,CONNECTORS @ ALL g mae+pN g kD N w 1OakWIkbM Ed Itrg s,Y°amfng r!�x�zt fri�y"pviE.'�ESS3' r,..zy 3�N 'm3�'"- 'ft-''�`�un�a� BEAM/COLUMN CONNECTIONS/WOOD/WOOD �IDwP Wd wbM �� Erode lfrgga; r PROVIDE HANGERS @ ALL FLUSH CONNECTIONS''-� H s7 ' W d,5bualD IP I ' loss PPNMp Pm2 All ea i tiOd�i t B.etlpD/iL'blC 1/Y nd 25/32 FO tiOnrLLP W .`pp ' :. S odga73 8 Ytl NAILING- R // 2OYP Da WM"an7 Sd WdaD I �r adyo 9bkad l IbckC CC eo6l"S d'CCTlELl1—�y91CAL 'rs1.x.brUs 2. I- w 3 ROOF SHEATHING L8d @ 4"CC EDGES/4:11 CC FIELD LOGes WOa05D du IPandkLU WALL SHEATHING 8d @ 4"CC EDGES/12" CC FIELD-�-1 r-Lcio)z yranv UaDV ,,bad ' ;� d goal,�now m CONNECTORS REQUIRED: WALL SHEATHING NAILING-8d @ roll C.C. EDGES/12"-AWVE I'ST�LV- PROVIDE METAL SIMPSON CONNECTORS Q ALL eolm`°:�e n`Dw«9 aw. °e n a»"w In a°N°A "I:I dv e°`:Naw wa° w«an m,a p°0w lwll°"° POST TO BEAM LOCATIONS,POST BASES&ALL FIELE)IeR • FIELD FLUSH FRAME LOCATIONS.CONNECTORS TO BEistFir. D ee EDGES/ u GG FIELD ABOVE -'' SIZED ACCORDING TO POST,BEAM AND RAFTER SIZE REQUIREMENTS-INSTALLED PER MFRS. BLOCK/NAIL ALL BUTT JOINTS INSTRUCTIONS. ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP PLATE&SILL-7/16"MIN.THK. F viASSgc T% yGso GENERAL CONTRACTOR/OWNER SHALL INSURE M°' uY BUILDER: MARK GRENIER THAT ALL WORK CONFORMS TO THE LATEST MASS. STATE BUILDING CODE &THE o �R c �a MCz Design Build, Inc. �� s ° 2 $$ �' WFCM 110 M.P.H.-B WIND CODE CONSTRUCTION& �jO 61 Homestead Lane ALL OF THE LATEST LOCAL CODE AND ZONING A REGIS ��� Yarmouth Port, MA. 026�5 L � REGULATIONS.GENERAL CONTRACTOR&OWNER R1FESSIOIP 508 - 364.= 6494 SHALL VERIFY ALL SITE CONDITIONS AND ALL madee(gnbulldeoutlook.com INFORMATION ON ALL DRAWINGS IN THIS SET &MAKE CORRECTIONS AS REQUIRED AND/OR NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF �pF tto WIND CODE I-A5TENING ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS IN THIS SET YN�° ao� '.rrvnT� I At�R. 21-2014 Nz b N m om rnN _ { Z z o = m C.o ® ® b v � z �Z t ' , 2 z m0�� C cY T S"' 3j nN dC. V� -m ui La a r BERKERY COTTAGE D b o = z n 49 L4FAYETTE AVE. m m HYANNIS PORT, i" a D Z o 3,, n N �� COTTAGE ADDITION LU EXISTING EAST ELEVATION SCALE 114" 1'—O" 0 LU O Q U 'U �- d) w LL z �7 El El El El 18'-83/<" ADDITION I. 20'-0" EXISTING _I EAST ELEVATION 111 SCALE 114" = 1'-0" BUILDER: MAR< GiRENIER MCs Design Build, Inc. 61 Homestead LaneRA Yarmouth Port,MA. 02615 N�o N L ry 508 - 364 - 6494 1 1 Vo �y mgdesignbulldmoutlook.com �cP sTR�Stio,�4 �O 194�Rqco EXISTING a NEW EAST ELEVATIONS O sTFRED ENGINEER I� Date: I MAR, 27, 2015 - •2 1/4" e I A L EXISTING WEST ELEVATION > Z SCALE 1/4" = 1'-0" Q � � d ut z q al v El 90 L I EXISTING 20'-0" ADDITION 18'-83/a" BUILDER: MARK CsRENIER MCz Design Build, Inc. WEST ELEVATION 61 Homestead Lane / SCALE 1/4" = I'—O' Yarmouth Port, MA. 02615 � OF Njq 508 - 364 - 6494 ' �o�� Ssgcy mgdeslgnbulldeoutlook.com s ILLIAM O. U BISHOP STRUCTURAL cn EXISTING 4 NEW NO.29488 WEST ELEVATIONS G/STS ONAENG\��� IJ *1 Date: L MAR, z-t, 2015 ���• Scale: 1/4" - V-o" ..._..-..�, ...-,..,...,..�..._.�..�....�,.,...�..,.a,,..d.�..�.�,..w.�.���,.,..�........,�..A.m....r_�....�,..�.�..»w,.„..��,�..o.,-...,w«�.�..,.....«,_..�>.�...>�...�....�..»,..�9.�»,,...;�.«„�-, �,�.�.�.�.,-�>,,:...�. �.F� �.�,..�r,,,.�.�:,.....mnn �.,..�R�x, �„,�•�,,..�,�. .�,.a.:..».��>,. .....m ...�. �,,�,�._..,.,x.<.�.,.�....,�.�..� >e.��<u.F.,.�,�,, �� .. .._:.,,... _.. >,m.. ,�.�.�, .a,�r��rb.�am.,<�,,�.,.�n.�,...�.��...,. .,,�,.,.�,ter.< ,... ,.� _.�.���.....,.. t m MINE= L LU z EXISTING SOUTH ELEVATION > O SCALE 1/4" = 1'-0" U w � to LL z , 3 al u El ' El 24'-0"ADDITION 1 9'-1"EXISTING BUILDER: MARK GiRENIER MG Design Build, Inc. SOUTH ELEVATION _ 61 Homestead Lane SCALE 1/4" It-O" Yarmouth Port, MA. 02615 � '3F 508 - 364 - 6494 Ours . H OF tijgss mgdesignbulldeoutlook.eom O 9cS oLL M O. m c, BISHOP EXISTING 8 NEW STRUCTURAL cn No.29488 SOUTH ELEVATIONS GIST EREO 81ONAL ENS'\ Y� Dace: ' 1 MAR. 21, 2015 s4A i �:.�>..... ..��y. �.:,,,.�<,.�.�•..w»�<•�,�,�.�,:�,��rx�r���,...,:,.m�� �.��.............�<rye,.�,�aa��,.��..�„ .�.>.:.�.�<.....�.r.�.��., �. ��u.�,.�«����.�.�..��•� ���..m..,. .., � �.;� ��� .�� ...�..�.�,�� a�..mr� ..,�...���m ..�...� ����.�...�,.�.��..,�.,�...� ...��,�.� r��. ��I�.�.��•�r�.�.� .�.�,�a,M� ...��� .�� s 114" I-0" I _ I 28 7 fz" V-W 7-73/a° _ Z-0W � * Q z a p r W 8 m O O - /V _ ,•a rs b OAS= 0� r �OOIa' 1y� � �Am01 m 8'-41/," 1 V-31/a" ; s 39' ° 14'-0"ADDITION 17-5" - 12'-7° 4'_0" 6-0" 4-0" 4'-96A" ADDITION 1 r � b, / 0 , I b N F M OP EMEN6'ox y 4 i j D N � u � OD �R D� GN 41 co u/fin — w 18'-83/a° ADDITION 6'_3Ile 9'_0" 5'-0• Z co pc�� ZI 0 A r ~ !v 39'-01 rn �Co� p S113S�� 4 c A D „ 1M,1e 6goIBEIRKERY COTTAGE LQ b o A ° Lo 3 3 A 49 L4FAYETTE AVE. m HYANNIS FORT, MA z z ° z dm J COTTAGE ADDITION ADDITION 12'-5" --- 12'-7" T 0° ---------------- „I v 11 � s—a— 6-4" z II C b al ; — (1� --------- (� ___________________________________ m o --J'L_- - A — x 12'-0+fz° --------------------------------------- ------------ i I "I Z i i ° U Z V N B— ap I i i i N j __________________________ .. ADDITION 14'-03W 61" 5-71/+" 9'-0" 5'-0° -. fII RI' EE EEm 7C 7C = rom°v DEC �-X6 ii �y A�ogSBs-� 394r _ y n o ADDITION 14'-0° 12'-5" 12'-7" ' nipppy ,(xi 71 D p y X 3'-0" - m t---------- F o u1 e1 ___III A-A X '�' QI EU, Ca ' :I II � z �dOIV fez III x 5-5' z a j I I ADDITION n Z z A, S I z g w a (A N iI A _ xy ------------------------- p I ' 5-t0Y<<°�.~ _ '-t03/. $ I O Ip D Fa ((10I��X V III O fa��_ II___• rZ �rxIj i ZAD� XDD�' d ' III a ��c�l ll�m t Gym Lim Iw a3� L�£'----------- {y y. i I' 3 I�'M _. _•" _ ________ ______________ id D z Z p E m a1�X �F 7-111 m m jb m; S.ATN ' O01 m DL 015 .,301 ° 8p iX1A i --------------{ Q z z ADDITION ADDITION 13'_5" 5.4" 5-3" 4'-6" 4'4" y cl co G2 O 39-0' r Q aY c- X 5a z "1IJSMAO"' z a ,z+z r� Lo ! ° r o w d 5Efi��GE�`r COTTAGE A pz s 0 N A (P ° do b 21 49 L4FAYETTE AVE, `" z HYANNIS FORT, MA 11,31 o z � z COTTAGE ADDITION A 33'-1lh" 10.4. 2'-5° 12'-4" 4 N p 10" LU Mll G O F F RAt IINC4° a o EX Mt G OC F f A INC W T it QLUO Q I I Z 2' A N W co O iV 10'-0" LU I � Z U I- % >— rTA LU (3)9 1/2"LYL BELOW R x i 4 loe®I'" BLOCKING 4'G.G, m ao BLOC: NG - _ -— 4'G.G., q Ler s 2X R B D G5 I Z 'v O m W ~ O o r Q Q p � 2 1 e 16 CZ. � Q Q2 I x 24'-0°ADDITION 10" BUILDER: MARK GRENIER OF FRAMING PLAN MG Design 8ulld, Inc. SCALE 1/4" = V-0" 61 I-Iomeetead Lane opYarmouth Port, MA. 02615 �O�q1 Mgss9 508 - 364 - 6494 ' o� W/ l mgdeelgnbutld'woutlook,com CAM O. cGn ST B� HOp rn o No.2 4gRAC pF a ROOF FRAMING PLAN S F c/STEREO s/0 AL ENG\N� lJ Dale: MAR. 21, 2015 3 scale: 114" - P-0" L J CONT, RIDGE VENT W/ BUG FILTER 12'-7" 7'-0" 5'-5" 14'-0" LSTA w ALL RAFTERS 7'-0" -0" 2X12 RIDGE BOARD 2X10 RAFTERS 0 16" C.C. - —- —- —-—- - - -- W/ 1/2" SHT'G. 8d 4"/4" ALL 4' EDGES IX& TIES 32" C,G. (5) 10d EA, END 0 EXIiTINilia fFOO S RU TU E F RUCtURES - 2X8 CIELING JOISTS 9 Iro" C.C. L , n'P•- W/ R38 INSUL, E H2.5A iX3 STRAPPING m 24" G,C, Z TYP.- -- - -- W/ 1/2" GYP. BD. CIELING O H2.5A ALUM DRIP EDGE - 1X8 FASCIA BD.- EXISTING KIT, EXISTING EXISTING = NEW BED RM _N 1X8 SOFFIT BO.- CONT. SOFFIT VENT O J11 N 5/8 D. ANCHOR BOLTS W/ HOOK =N - iX6 FREEZE BD. SEE FOUNDATION PLAN FOR SPACING 6'3' 5-5CP 2X6 INSULATED STUD WALL U i O Q i -3/i' 13'-1" r` ad P.T. 2X6 SILL W/ SILL SEAL yi, - _ _a _a - 2X6 STUDS - 1/2" SHT'G. TYVEC - f o 1/2' GYP. BD.- INSUL, - _-—� _e 3/4" t8G PLYWOOD SUBFLOOR SIMPSON UFP UNIVERSAL r2� GLIDED 8 SCREWED ON 2X10 CRAWL SPACE CRAWL SPACE wL DIRT rn PLATES 48 C.C. 8" 11'-11" 8" 5'-8" 8" 5'-5" 8" 12'-8" 8" FLOOR JOISTS Is 16 C.G, - RIS INSUL, 4' H. X 8" THK, CONT. 2 THK.CONC 6-4" 6'-4" 2 THK CONC.DUST CAP DUST CAP clP.T. 2X6 SILL W/ SILL SEAL 4'-0" HIGH FOUNDATION FULL FULL U 0�1 WALL W/ (2) 05 CONT, T.E B, BASEMENT BASEMENT COL D.LALLY 5/8"D. ANCHOR BOLTS W/ HOOK ED SEE FOUNDATION PLAN FOR SPACING 3 1P THK. 3 1/"THK. 4' H. X 8" THK, CONT, CONC.SLAB CONC,sae FULL HEIGHT FOUNDATION WALL W/ (2) 05 CONT. TA B. 16"W, X 8"D. CONT. KEYED : . . .° ^'�" : . CONC. FOOTING W/ (2) 05 3ONC. T'G,L 7'-0" 5'-5" CONC.Fr'�.w/ 16"W, X 8"D, CONT. KEYED (3)45 E.W.O 50TT. CONG, FOOTING W/ (2) w5 CONT, 12'-7" 12'-5' j 14'-0" 19'-7" EXISTING STRUCTURE/NEW FOUNDATION 19'-5" ADDITION BUILDER: MARK GRENIER MG Design BUTId, Inc. FRAMING SECTION , 61 Homestead P Lane O Yarmouth Porr t, MA. 02615 1 r�` .' F Mq 508 - 364 - 6494 a' SCALD 3/811 _ V-oll ��o ss9� mgdeelgnbuildmoutlook.com �7 CCU M ti v j OPO rTl NOUz 4a8AC FRAMING SECTION F c/SrERE� e' /OVAL ENG\N�� 71 UDate: � MAR. 21, 2015 /� _� - F , .. w" _ eA BR P'P qXP c7 f9.F PY LQ 1'-D atlMS. ..�. TaMr?f .k:kaRhig SNctlE.M yE� SAO{kinq iJ P.'di R' iw T! h R k Etki t aP0 N9 %SP'a48N1 fiAfiflt lE'1?ilgadi -2iee : t$J � aP RP 0 � s�m aI e�a��amE� � #s e taau�' .a iad •o�a `a ,>yn.n•Ia s%a ia,�'acaiauad'i ,E " _$iva'xs auk' �S'FALQWa1 # � Z. � Y I e"'rqv rwle Fr4s Mer^rosnanam pifr 1nj a 9a 4a htl paJd 83 19wkWpga`kE'k`j�a n ei.;�l&wRii Fpp!§am{T' anaPe�f'. �tPL� A t@p Wtlai� y:2 .,Sy t ash,k aw P��a-®Iasi 'S'iS0� Mtna acaljix °T a t>saa�� 'a'm iraeas�axl a x sa �.iarE� ? 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LL� LL U LUO d d ua LL CONNECTORS REQUIRED: PROVIDE METAL SIMPSON CONNECTORS Qa ALL POST TO BEAM LOCATIONS,POST BASES&ALL FLUSH FRAME LOCATIONS.CONNECTORS TO BE SIZED ACCORDING TO POST,BEAM AND RAFTER NOTES: TYPICAL-ALL FRAMING AREAS----- T F SIZE REQUIREMENTS-INSTALLED PER MFR'S. v M INSTRUCTIONS. FLOORS/WALLS/ROOFS �o� �0s9 BLOCKING @ N C.C.@ ALL ROOF, CEILING o Wl t Cl- FLOOR PARALLEL TO EXTERIOR WALLS sT eisHOP°. - AT HOUSE WALL TOP PLATE LAP 4'W/10-16d No.29488A GENERAL CONTRACTOR/OWNER SHALL INSURE - RAFTER TO RIDGE LSTA9 SS�o�srEReo THAT ALL WORK CONFORMS TO THE LATEST MASS. F STATE BUILDING CODE &THE - RAFTER TO EAVE H2.5A NAL ENS BUILDER: MARK GRENIER WFCM 110 M.P.H.- WIND CODE CONSTRUCTION& NAILING - ALL NAILING PER TABLE 2 GENERAL NAILING ROOF SHEATHING 8d @ 6"/6"TYPICAL 1"iGz Design $wild, Inc ALL OF THE LATEST LOCAL CODE AND ZONING 110 MPH WFCM 8d @ 4"/4"ALL 4' EDGES RIDGE, HIP VALLEY EAVE RAKE. REGULATIONS. GENERAL CONTRACTOR&OWNER - ALL SILL BOLTS 5/8"D.W/8"EMBEDMENT SEE FLOOR PLAN NOTES-SHEAR WALLS W/�7/16" PLYWD. 61 Homestead Lane Yarmouth Fort, MA. 02615 — SHALL VERIFY ALL SITE CONDITIONS AND ALL + HOOK W/3"X 3"X 1/411 PLATE WASHERS WALL SHEATHING 8d @ 4"CC EDGES/ 12"CC FIELD 508 - 364 - 64%4 INFORMATION ON ALL DRAWINGS IN THIS SET @ 48"C.C. &WAN 12"ALL CORNERS EA.WAY WALL SHEATHING NAILING-8d @ 4" C.C. EDGES/12" mgdesignbulldeoutlook.com &MAKE CORRECTIONS AS REQUIRED AND/OR - PROVIDE ECCQ, CCQ, CONNECTORS @ ALL ALL WALLS- @ 6"cc EDGES/12"CC FIELD ABOVE 1 st FLOOR NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF BEAM/COLUMN CONNECTIONS/WOOD/WOOD BLOCK/NAIL ALL BUTT JOINTS ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS - PROVIDE HANGERS @ ALL FLUSH CONNECTIONS ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP IN THIS SET ilo MPH wIND coDE PLATE&SILL-7/16" MIN.THK. FASTENING " - Date: MAR, 27, 2015 8_4 Ss�le: 114, n I.-Oe . ...,......... �M L. Simmons .,.— �,,. r Pond / NOTE \,� EXISTING 6 BEDROOM LEACHING TO REMAIN _-- -- __ SEWAGE PERMIT #91-266 PPond --C� EXISTING SPOT ELEVATION (TYP.)PROPOSED SPOT ELEVATION (TYP.) �'">� _ r ��eo ..- c 1,1 LOCUS zt� PROPOSED CURB CUT G MAINTAIN.FLOW LINE shin fan Ave EXISTING WOOD DECK \ (0 8, OF(REMOVE)RTY LINE) � r __ _ r1. ) squa, Nantucket Island Sound HO_..:.._ h o �, g 84 47' __ . 3H0 - 0 EX15nNG QH �h LOCUS MAP ..,..4 W p Y 3H0 f. - t _..: ow = .,t ---- �, - �—.. � �.• � 5� � i - ,,� 3H0•-- " \ SCALE 1' 2000'f __...... Ho o----'3Ho ASSESSORS MAP 287 PARCEL 47 & 48 ' W _•. ..—. 3H ` LOCUS IS WITHIN FEMA FLOOD ZONE X x4o.s �4�,�. o�'� x (AREA OF MINIMAL 'FLOOD HAZARD) AS d - ) ' 1 SHOWN ON COMMUNITY PANEL 25001C0568J s \ DATED 7/16/2014 ', t 41 �'•y, '``'' PRESERVE & PROTECT � � • ..� \ -.,l EXISTING h EXISTING OAK TREE o x t i COTTAGE "•. ` �'. \ \ `` '- J RELOCATE EXISTING TANK, o ZONING SUMMARY p0� PROP \'�\ - \= �~ MATCH EXISTING GRADES IOP FNO,-4 \ FF=42.5 ," p stp !SC\ BERKERY RESIDENCE", ZONING DISTRICT: RF-1 DISTRICT —r \� 49 LAFAYEtTE AVE. ! —-,� �� LIFT COTTAGE _ _...._ a MAP 287 PA E 7, A RC EL 4 MIN . LOT ADO CONCRETE LP � � £: 43,560 S.F. MIN. LOT FRONT 20 - FOUNDATION DB 18808 PGA 70 AGE °i �,r / / * =�. t-- 12p 10,241 S.F. MIN. LOT WIDTH 125' ZELOCATED , \ or 0.24 AC. E BACK MIN. FRONT S T 30 . COTTAGE ADDITION OR NEW ST LP MIN. 1 — ,� {" T `, C.o. t ' MIN. REAR'SETBACK SETBACK 15' (CO2EAOOM) REMAIN MAX. BUILDING HEIGHT 30, SITE,IS LOCATED- WITHIN AP AQUIFER I --PROTECTION; DISTRICT _ r ST t 3 ARa ti SETBACK SITE IS LOCATED 'WITHIN THE HYANNIS FIRE ti R�MovE K I cv I I ISTING ao ` TEES, LEVEL AREA DISTRICT v _ . II OWNERS 'OF TR PROPOSED i j ; ' / G �P .. AREA ;DRAIN p0 /� l� -9, ` ] PAVE RIVE ��J1 RIMS 39.7 _l t ( $ TO BE RE VED { M M BERKERY A AREA N t .. F ,Z REFERENCES k' x ; _ I ,' �• _ , �'' � � DEED -BOOK 18808 PAGE 70 i ! ExrsnNG DEED BOOK 22919 PAGE 17 PROPOSED SHED ��� x I COVERED PLAN BOOK 624 PAGE 58 PATIO --� 7 46 r' 21.5' t. .N FLAN OF LANCE '< k PROPOSED EXISRNG z n i DWELLING 4 v _ C�`1 ....w DWELLING �`. — '/ TOP FND. 41.5 RELOCATION & I Z o o PROPOSED 15.2' FF=42.5 t� ^, ADDI nON t c� a°- — WALKWAY I N x �+ I HYANNISPORT, MA k , Co ;i£XISnJVG FENCE ,r 21.7' ' f x PREPARED FOR , - °r �. 215 �"``=-. —X h� yO O =41 � x I M/M BERKERY Q i 40 '� O j 140 yQ DATE: 9-29-2014 r CONCRETE BOUND h� 3yo REV: 3-25-2015 (REMOVE MUDROOM, DRIVEWAY) FOUND s.s8 , I REV: 4-3-2015 SHOW SEPTIC EX�snNc nMeER + ay ( ) 6 RETAINING PROPOSED TIMBER 0 WALL RETAINING WALL CONCRETE BOUND � FOUND Scale:1"= 10' off 508-362-4541 m `� fax 508-362-9880 0 5 10 15 20 25 FEET SPANIEL + �� o downcape.com p A. CIVIL h OJALA 4t1l CY 1ALI � No,465C7 G'!vll engineers E land surveyors r ( > 939 Main Street R to 6A YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA P.E., P.L.S. DCE ##14-249 ' 14-249.DWG F, _ .,.qp .... ,,.... , pp r