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Home My WebLink About0254 GREENWOOD AVENUE - Health 254 GreenyY"O Ave.Hyannis r ' , A=288-178 - r o ° o o , ° ap 9 F a o TOWN OF BARNSTABLE ►i- o��' ��lr�`r✓�sf/t�®� �� SEWAGE # L06','x ION VII.LAGE APSES ORS MAP & LO INSTALLER'S NAME&PHONE NO. ��' �E��L� �7 +'&-7®2 SEPTIC TANK CAPACITY �,rC, -f' �#'Ow 40-'&Oy LEACHING FACEL=: (type) (size) NO.OF BEDROOMS R,UILDER OR OWNER v--O' P%RMITDATE: �`J. 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 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 l7`Zp � 0, N� r+ j No. L Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21pplitation for -MIsposal *pstpm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( omplete System ❑Individual Components Location Address or Lot No. a 5t{ C—X fiRW4_ci0Cjj A�� Owner's Name,A_ddre s,and Tel No. Assessor'sMap/Parcel �� ,(ty?Z�� j 6a: RA Installer's Name,Address,and Tel.No. 569—q-'77 -$ST-7 Designer's Name,Address,and Tel.No. 6 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 Nature of Repairs or Alterations(Answer when applicable) e06 t n-rA)lam 5-t=nz-1 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 H h. Signed Date 3—3l` 15 Application Approved by I KV Date ► —/ �- Application Disapproved by Date for the following reasons Permit No. �-rf (r— 0 b 5— Date Issued - - --------------------------- AM� No. U ') v Fee�1 .THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes' t PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLE, MASSACHUSETTS - ftplicatt zTY for Dispo8k-9ppBtem Construction Permit Application for a Permit to Construct Repair Upgrade Abandon X Complete System El Individual Components Location Address or Lof`No. :2 511.C-C-i;�063> F--r Owner's Name,Addre and Tel.No. �8g l� co 3 �tY A >4 Assessor's Map/Parcel NI Installer's Dame,Address,and Tel.No. 5,69—4,7,2 —T Designer's Name,Address,and Tel.No. VIA 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 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Signed Date Application Approved by wf Date Application Disapproved by U Date for the following reasons Permit No. G (� U b Date Issued 3 3 / O� THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE,MASSACHUSETTS Certificate of Compliance �AT'I3IS TO CERTIFY,that the�O!n-site Sewa�ge�Dispposal sys�tempConstructed( ) Repaired( ) Upgraded( ) bone8( )by C��1�C ¢i`X✓I�C.,�"��p> �_ at a j y' G, � � .( - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. G/�' 6 dated —� �� Installer 8 (�� ;4A90.�� C40C Designer M 11A #bedrooms Approved design flow gpd. The issuance of this per ittal�Aot be construed as a guarantee that the system will ct as designeDate of Inspector --------------------------------------------------------------- No. 065'- Fee �)r. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(K) System located at �5 y' CzAj5EF,0(u A V S 44 YAW 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. r Provided:Construc717 be completed within three years of the date of this permitPC, / Date Approved by �� AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION �� Q°�E'~�'L�'a4 SEWAGE li VILLAGE �y�'''^' f ASSESSOR'S MAP&LOT1`�8�8 INSTALLER'S NAME&PHONE NO. L7--"% SEPTIC TANK CAPACITY 7-f 4' ' " D`,&oX , P� LEACHING FACILITY: (type) � (size) -c-A f�'rdG NO.OF BEDROOMS BUILDER OR 2]nn �GGL/dF� PERMITDATE: S '—a- o_o !' 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 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 6 AP iy Air Af 1 Ba ;,3 � http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288178&seq=1 3/31/2015 Town of Barnstable Barnstable mmmeftcRegulatory Services Department n V •AMWABLE. MAC Public Health Division 039• ��+ A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Director FAX 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7014 1200 0001 0358 2110 February 9, 2015 CATHERINE GULLIVER P 0 BOX 739 IMPORTANT NOTICE HYANNIS PORT, MA 02647 Map & Parcel: 288-178 DEADLINE APPROACHING According to our records your dwelling at 254 Greenwood Ave, Hyannis, MA, should be connected to public sewer on or before 3/30/2015. This is a reminder that all permits need to be in place before this date to be in compliance: l) Septic Abandonment Permits ($ 25) are issued at the Public Health Division, 200 Main Street, Hyannis. The old septic system must be either removed or filled in due to future safety concerns. This may be done by the same contractor who connects you to the sewer. 2) Contractors, approved to perform sewer connection work in the Town of Barnstable must obtain and file a Sewer Connection Permit with DPW-Water Pollution Control Division, 617 Bearse's Way, Hyannis—contractors, please call Dave Anderson at (508) 790-6244. FOR ANY QUESTIONS /ASSISTANCE: Len Gobeil at the Town Manager's Office is available to provide you with direction you may need in reference to the Stewart Creek Sewer Connections. You may contact him at 508-862-4701. Thomas A. McKean, R.S., C.H.O., Agent of the Board of Health h Town of Barnstable .� Barn Regulatory Services Department AFAMerleaC j BARNSTAEM -MASS_ Public -Health-Division- _. . 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7012-1010-0000-2848 -0462 March 28, 2013 CATHERINE GULLIVER P O BOX 739 IMPORTANT NOTICE HYANNIS PORT, MA 02647 Map & Parcel: 288- 178 The Department of Public Works informed us that public sewer lines are now available in your neighborhood. According to our records, your property has a septic system. This letter directs you to connect your dwelling, at 254 Greenwood Ave, Hyannis,MA, to public sewer on or before 3/30/2015. The old septic system must be either removed or filled in due to future safety concerns. This may be done by the same contractor who connects you to the sewer. Septic Abandonment Permits ($ 25) are issued at the Public Health Division, 200 Main Street, Hyannis. Failure to comply with this Board of Health Order may result in a complaint against you, in a court of law. For additional information pertaining to the sewer connection, please see the reverse side of this page. PER ORDER OF T OARD OF HEALTH c T omas A. McKean, S., C.H.O. Agent of the Board of Health Cc: Barbara Childs,WPC/Roger Parsons, Town Engineering, DPW Enc. QASEWER connectEetters Stewart Creek Sewer Connects\MAILING LetA Sewer 2Pgs Merged 3-28-13 W2015.doc 9 1i Public Health Division March 28, 2013 ADDITIONAL INFORMATION AND REMINDERS FROM OTHER DIVISIONS: SAVINGS AVAILABLE/GRINDER PUMP: A reminder to those of you who need a grinder pump for your connection: Department of Public Works (DPW) sent you a letter in December 2012 stating the town, for a limited time of two years, only from the receipt of the DPW letter, would provide you with the pump at no charge. (This can save you thousands of dollars.) Please note: You must pay the installation cost through ygur own contractor. Please make your contractor aware of this, if interested. Also be aware: this is a shorter deadline than the Public Health Division's deadline on the reverse side of this page. SAVINGS AVAILABLE/PERMIT FEE: The Town offers a waiver of the residential sewer connection fee of $420.00 for those properties that connect within two years of the receipt of the DPW December 2012 letter. LOANS: For loan(s) available, please see the enclosed brochure, or see the town website: 11ttp://www.town.barnstable.ma.us/cdbE�, (under the "CDBG Programs", see "Sewer Connection Loan Program). For loan specific questions, you may contact Kathleen Girouard, Growth Management, at 508-862-4702. CONTRACTORS: Information on Licensed Sewer Installers is available on our web site at www.town.barnstable.11]a.US/Pub1lcWorkSTec]VsewerinstalIers. Contractors, approved to perform sewer connection work in the Town of Barnstable must obtain and file a Sewer Connection Permit with DPW-Water Pollution Control Division, 617 Bearse's Way, Hyannis—contractors, please call Dave Anderson at (508) 790-6244. FOR ANY QUESTIONS /ASSISTANCE: Len Gobeil at the Town Manager's Office is available to provide you with direction you may need in reference to the Stewart Creek Sewer Connections. You may contact him at 508-862-4701. QASEWER connectletters Stewart Creek Sewer ConnectAMAILING L.etA Sewer 2Pgs Merged 3-28-13 Yr2015.doc Town of Barnstable Barnstable Regulatory Services Department AFAnMftCftv ` " `�� Public Health Division i639 �0 200 Main Street, Hyannis MA 02601 2007 O-A �o Office: 508-862-4644 " �3d / Thomas F.Geiler,Director FAX: 508-790-6304 !W" Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2850 7534 March 20, 2013 Ms. Catherine J. Gulliver V (, P O Box 739 Hyannis Port, MA 02647 RE: 254 Greenwood Avenue, Hyannis ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE You are directed to connect your building located at 254 Greenwood Avenue, Hyannis, Massachusetts, to public sewer on or before March 30, 2015. The Department of Public Works, Engineering Division, has notified us that your property abuts town sewer lines. The lines were extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result in a court complaint against you for failure to comply with a Board of Health Order. If you should have any questions, please telephone me at 508-863-4644 PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health OLD 0ASEPT1025Greenwood Ave HY March 2013.doc 1 EXCERPT FROM BOARD OF. HEALTH MEETING ON 12/14/10: C. Catherine Gulliver, owner— 254 Greenwood Avenue,-Hyannis, Map/Parcel 288-178, 0.33 acre lot; septic system installed in 5, homeowner requests additional time to connect to future sewer line. Catherine Gulliver was present. The records show that the tank and the D-box were replaced five years ago. The Board asked why the tank had needed to be replaced. Apparently, when the house was being rebuilt, the c had driven over the tank and it was crushed. The leaching system i=- t 19 yea old which is the most important aspect of the system. The Board not the ching system is at the end of its life. Catherine stated she is the only one-living in the house and believes the leaching field will last a long time. She suggested the Board allow individuals to have their systems inspected every two years and if working fine, allow them to continue. Mr. McKean will be working on a procedure for people to sign up for hardship extensions. Catherine choseAo withdraw her request to extend time to hook up to the sewer at this time. �THDRAWN. I � I i i I � �lNo. `' Fee 14od THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,MASSACHUSETTS 2pplicatiou for ;Migpooal bpgtem Cottetruction Permit 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. Assessor's Map/Parcel 7 Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No. ®3'.o 7" Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Vie_-P' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow -gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alltf rations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu b As3Zealth, 0.051' 1 SignedDate _ Application Approved by Date . Application Disapproved for the following reasons Permit No. Date Issued No. � J F � £ Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: aM1 - Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for -Miopooaf *pgtem ctCott!5truction Permit Application for a Permit to Construct( )Repair(!')Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel 7� / Installer's Name,Address,and Tel.No. C Designer's Name,Address and Tel.No. y7S' OZO 7 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) 14 ' - Other Type of Building �'e .f� No.of Persons Showers( ) Cafeteria( Other Fixtures yam.. Design Flow gallons per day. Calculated daily flow ,_:gallons. Plan Date Number of sheets Revision Date Title ` Size of Septic Tank Type of S.A.S. 1.7 Description of_Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: y` Agreement: .__+` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disppsal system ; in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed-by-this B d-u Health. Signed - Date ved by Date _Application APPro Application Disapproved for the following reasons Permit No. `�-Ck�)S Date Issued G ---------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site'Sewag Disposal System Constructed( ) Repaired(kl)Upgraded( ) Abandoned( )by V at _ rQ C�H 1 has been constructed in accordance with the provisions q Title 5 an - e for Disposal System Construction Permit No. S dated noG Installer ( .. ,�ZV Designer The issuance of this permit shall not be construed as a guarantee thauha.&,ke. 11 function as designed. Date '` ICE t`, Insp�ctor - -R'No. .�-C.J✓ � 1 �� —®-------------------------_`-Fee��G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ligoal *p.5tem C0115truction permit Permission is hereby granted to Cons ct( )Repair(V) 'grade( )Abandon( ) 11 System located at Q 6�c~p pry l I� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc p on mu t be completed within three years of the d e of this permit. it. Date: ` Approved n F> ,k 76 1 3 �.\ COMMONWEALTH OF MASSACHUSETTS I EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL. PROTECTION TITLE 5 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:254 Greenwood Ave Hyannisport,Mass_ Owner's Name: Greg Cunningham Owner's Address: Sam Date of Inspection: RECEIVED Name of Inspector: (please printW P Macomber jr- Company Name: J.P. Macomber & Son Inc JUL 5 2001 Mailing Address:P.O. Box 66 ('pntPrvi 1 1 P ma n2632 TOWN OF H DEPT. Telephone Number: HEALTH DEPi. CERTIFICATION STATEMENT 1 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. 1 am a DEP approved system inspector pursuant to ction 15.340 of Title 5(310 CMR 15.000). The system: Passes _ Conditionally Passes _ Needs Further Evaluation by the Local Approving Authority Fails 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. Notes and Comments ****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. Title 5 Inspection Form 6/15/2000 page 1 i i Page 2 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 254 Greenwood Ave yannispo , Owner: Greg Cunningham Date of Inspection: 6/5/01 Inspection Summary: Cbeck A,B,C,D or E/ALWAYS complete all of Section D A 64in Passe Nd�10 y information which indicates that any of the failure criteria described in 310 CMR 15.3304 exist. Any failure criteria not evaluated are indicated below. Comments: The septic system is in proper working order at the present time. B. System Conditionally Passes: 'Z, 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. Answer yes.no or not determined (Y,N,ND) in the for the following statements. If"not determined"please explain. .2 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 sepdc 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. ND explain: _g 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 obstruction is removed distribution box is leveled or replaced ND explain: 0 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 obstruction is removed ND explain: 2 II Page 3 of I I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 254 Greenwood Ave Hyannisport,Mass. Owner: Greg Cunningham Date of Inspection: 6/5/01 C. Further Evaluation is Required by the Board of Health: &0 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 bealtb,safety and the environment: 10, 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 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: &d 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 I 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 10 feet but 0 feet or more from a private water supply well•'. Method used to determine distance /��1191 , "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than S ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 254 Greenwood Ave yannispor , ass. Owner: Greg Cunningham Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate 'yes" or"no" to each of the following for all inspections: Yes Nq� _ // 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 ,V Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool �squid depth inz*"T oel is less than 6"below invert or available volume is less than 'f,day flow equired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number — �of times pumped�. y portion of the SAS,cesspool or privy is below high ground water elevation. y portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface w' supply. y p — � portion of a cesspool or privy is within a Zone 1 of a public well. �y portion of a cesspool or privy is within 50 feet of a private water supply well. y 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 collform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.) _Q(Yes/No)The system fails. 1 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 now of 10,000 gpd to 15,000 gpd. You must indicate either'yes" or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water.supply e system is within 200 feet of a tributary to a surface drinking water supply iv ] tc ' Wellhead Protection Area— IWPA or a mapped _ the system is located to a nitrogen sensitive area( n rum ) , 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. i 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 254 Greenwood Ave Hyannisport,Mass. Owner: Greg Cunningham Date of Inspection: 6/5/01 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes Np, /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) V _ Was the facility or dwel ling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,deluding 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: Yes Existing information. For example,a plan at the Board of Health. Defermined 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(3)(b)] 5 r !i r Page 6 of 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 254 Greenwood Ave yannispor , ass. Owner:Greg Cunningham Date of Inspection: 6/5/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): MOP flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):OZ? l ld Number of current residents: I Does residence have a garbage grinder(yes or no): te Is laundry on a separate sewage system (yes or no);,L (if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no):,JX> Water meter readings, if available(last 2 years usage(gpd)):bj d y' Sump pump(yes or no): a� �i/�^�, i� 1 ,. 0/ Last date of occupancy:� �� ` COMM E RCIAL/IND USTRIA L Type of establishment: Design flow(based on 310 CMR 15.203): - d Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):laf Industrial waste holding tank present(yes or no): .�U�9 Non-sanitary waste discharged to the Title 5 system (yes or no)' Water meter readings, if available: r¢ Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part of the inspection(yes or no _ If yes, volume pumped: -- gallons -- How was quantity pumped determined? Reason for pumping: /�`/,a' iL?�T ,0G/1010 TYP F SYSTEM Septic tank,distribution box,soil absorption system J Single cesspool .C�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 ob ained from system owner) Tight tank ,0 Attach a copy of the DEP approval �d Other(describe): Ap ximate aee of all component , to installed (if known)and sou ce information: O�� vsTe�-T�� _ Were sewage odors detected when arriving at the site(yes or no): -( 6 b r , Page 7 of I I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 254 Greenwood Ave yannisp , ss. Owner: Greg Cunningham Date of Inspection: 1 BUILDING SEWER (locate on site plan) Depth beloµ grade: Materials of construction: cast iron 20 PVCA�6bther(explain): Distance from private water supply well or suction line: /0't Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of leakage.System is /d009`j?/40t6 vented through the house vent. SEPTIC TANK: (locate on site plan) a Depth below grade: _ " � Material of construction: � concrete ft2metal,�Qfiberglass.t olyethylene 4-41other(explain) 'lee If tank is metal list age: O Is age confirmed by a Certificate of Compliance(yes or no):-d11'(anach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bonom of outlet tee or baffle: x�ti Scum thickness: Distance from top of scum to top of outlet tee or baMe:�,�,p � Distance from bonom of scum to bottom of outlet tee or baffler HoN were dimensions determined: /A49&I?o2. Comments (on pumping recommendations, inlet and outlet tee or baffle condition. structural integrity, liquid levels as related to outlet inven, evidence of leakage,etc.): Pump the septic tank every 2-3 years.Inlet & outlet tees are in place.The tank is structurally sound and shows no evidence of leakage.Liquid level at the outlet ivert is 51 " CREASE TRAP locate on site plan) Depth below grade:Xe Material of construction:le4concrete�metaLfgfiiberglassl (polyethylene other (explain): 14M Dimensions: Scum thickness: 4/ Distance from top of scum to top of outlet tee or baffle:_'11AP Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: &,IX_ Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integriry, liquid levels as related to outlet inyen, evidence of leakage, etc.): Grease trap is not present- 7 f _ s Page 8 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 254 Greenwood Ave Hyannisport,Mass. Owner: Greg Cunningham Date of inspection: 6/5/01 TIGHT or HOLDING TANKd�(tank must be pumped at time of inspect ion)(locate on site plan) Depth below grade: Material of construction:VA concrete metal_4Z,±fiberglass,1:2�olyethylene4O other(explain): A44 Dimensions: .04l� Capacity: VJ gallons Design Flow: 14H gallons/day Alarm present(yes or no): Alarm level: .4/d Alarm in working order(yes or no): Date of last pumping: !f Comments (condition of alarm and float switches, etc.): Tight or holding tanks are not present. DISTRIBUTION BOX: Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Distribution box has one lateral :No evidence of solids carry over,No evidence of leakage into or out of the box PUMP A B CH M ER64ky,(locate on site plan) Pumps in working order(yes or no): _ Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Pump chamber is not present. I 8 ' Page 9 of I I " OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:254 Greenwood Ave yannispor ass. Owner: Greg Cunningham Date of Inspection: 6 5 01 SOIL ABSORPTION SYSTEM (SAS): locate on site plan,excavation not required) If SAS not located explain why: Located. The system consists of 1 -1000 gallon tank; 1 -Distribution box; 1 -LP-600 12 'X4 ' Type leaching pits, number: r leaching chambers, number: D ,dZQleaching galleries,number:Q leaching trenches,number, length: leaching fields,number,dimensions: AQ overflow cesspool, number: 0 innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Loamy sand to medium fine sand.No signs of hydralic failure or Aondina;Soils are dry;Vegetation is normal. r 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 laver: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): C'P_S-,pnn1s are not present PRIVY*6tieC (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.): Privy is not present. 9 I ! Page 10 of 1 1 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) L Property Address: 254 Greenwood Ave Hyannisport,Mass. Owner: Greg Cunningham Date of Inspection: 6/5/01 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. 7-64 GrcatkkQ� &-V-C �$ 17 22�-�� 10 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 254 Greenwood Ave yannispor ,Mass. Owner: Greg Cunningham Date of Inspection: 5 01 SITE EXAM Slope Surface water Check cellar Shallow wells i Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: 1� stained from s stem design plans on record-If checked,date of design plan reviewed: bserved site abuttin ro e ' observation hole within 150 feet of SAS) hecked 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: Used water contours Map GahratW R Miller Model 12/16f01 t 11 >'rrsSTw rRtT1."'.�rirnrJlff•ntenrrn.rasnrr.�r:-.•sPr!'Isnrl�r:�+•mntsrraltr lsa•�rrer.an rt+-•..--,r-•` TOWN OF Barnstable BOARD OF HEALTH 7'R'rrT- SUBSURFACE SEWAGF DISPOSAL SYSTEM INSI'FCTION FORM - PART D - CERTIFICATION I•••T^1�T••.'::e—T.tIT.�.�TT TT.'111'rT.ltrl r'ITi4i'1fT.11T1'��.•.'T�7:R'TVT�1R—TaRO.T� '!t�'Rt �t.1. 1 93 .TI-T'1T•1•�..^ -TYPE OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 254 Greenwood Ave Hyannisport,Mass. ' ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Greg Cunningham PART D - CERTIFICATION I NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Son Inc!" COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Street Town or City Stat'et IP COMPANY TELEPHONE (508 ) 775 -3338 FAX ( 508 790 - 1578 R CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposall system at this address and that the information reported is true , accurate, and omplete 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 . Check one : , f� System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 159303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con tcted has found that the system fails to Protect the jiublic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspectio form . Inspector Signature Date ne copy of this c t.ification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEAL711. * If the inspection FAILED, the owner or"" erator shall u pg ' aYete within one year of the date of the inspection, unless alloweddorthe requiredm otherwise as provided in 3.10 ChIR 16 , 305 . purtd .doc LOCATION SEWAGE PERMIT N0. VILLAGE INSTALLER'S NAME & ADDRESS- I CRAIG me gag Vza o�,ag 149 Co-por-ailon A$rort a-Htt V "R OR OWNER Hyannis, Mass. 775.0-20 DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED /n ✓�� m b 1 Cj -- No.. L................ FEE...... S, THE COMMONWEALTH OF MASSACHUSETTS APPROVED BOAR® OF HEALTH Barnstabl{ „74tion Cor^7issio>i..OWN OF BARNSTABLE ` C' C�Qv CA Signed - trafi u e ispvii al Works Tnnitrnrttun ramit Application is hereby made for a Permit to Construct ( ) or Repair (4,�an Individual Sewage Disposal System at: ....._...Z ` ................................................................ ' ......•---------------•-......----•-------•----------------•------........_•.................--•-- -- G/tion-Address or go. �f ..........--•---.... 1�� ''n l ..--. .. .........�V............................ //'�� p J /caner Ali S a�ress, �O ./ -/......................................... :?..._._1�.��------... ..A.2--gyp-- v................... 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 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. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 Test Pit No. 2................minutes per inch Depth of.Test Pit-------------------- Depth to ground water........................ Q+' ODescription of Soil :x ... ih!:......I................................................................................................................................... U ---•----•--••-•-----------•------------------.......................................................................................................................................................... ` W --------------------------------------------------------•------------------------------------------------------------------------- U Natur of Re lairs or Alterations—Answer when applicable._`A1:S_ -__1�: _o.. -_:- �! �--'----------------- 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 Complia ce has been issued by the board of health. Signed - ce ~~ Application Approved B --- -------�........................................... ---- Dace Application Disapproved for the following reasons- ----------------------------------------------------------------------------------------------........................................ ........... "------ -- --''--... ------------------------------------------------------------------------------------- ------------------------------------------------- ---------------------------------------- Permit No. .......! ..--- 1....7 7 Issued ---... ..........._....-----------Dare Dace a y :T No••l-l-- -•-! � u Flcs — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE t„- ----� 0rorbit-qpasal r ai arks Tonstrurtiurirntt Application is hereby made for a Permit to Construct ( ) or Repair (4-) an Individual Sewage Disposal System at Z.`/ Cam- (- <? ................ ................................................................................ ----••----•••-------..............---------....._------...-----------Y!- G I'=as✓n-Address J�7Dp"� ZS 7—C�V _/ ................. ..-•---.....e..._y.»... .......... caner............................................. ............................................0 ot�............t Ho.�.._................................. ,O QvC � /G. !V-'.� S —7 ��t ij l��i ST /Add ress 0/�, J/ .................... ...••--------------•------........----•----------•--......-•---___-_-_----.. Installer Address Type of Building Size Lot............................Sq.,feet U' DwellingNo. of Bedrooms............................................Ex Expansion Attic — p ( ) Garbage Grinder ( ) a`4 Other—T e of Buildin YP g ------------------•--------- No. of persons............................ Showers ( ) — Cafeteria ( ) �P4 Other fixtures ... W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. W > Septic 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 ( ) a Percolation Test Results Performed by............................................................. Date........................................ , a Test Pit No. 1................minutes per inch Depth of Test_Pit..................... Depth to ground water------------------------ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ z�ti •----•---------•••••--•--------------•-•-••••-......................................................... O Description of Soil.................................. -••-----•-•------------•-•--•`=..................................................................................................... V ...---•------•------------------------••-•-•-•-----------------••-•------------•-•-•------------•••--•--••••-•••••. ------•----•---------------------------•---------------------------•--•---------....---...-------•---------•------......--•--- = = '--=------ ........................ U Nature-of Re. irs or Alterations—Answer when applicable `t s Ta 1 ° °J .oI =. ----------- ................................................. Agreement: f 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. M . -t Signed. - - l } -- --------------------------------- - ApplicationApproved B ��6i� ...... ...................._�_.__a...------.........----------------------------------------------_ ...1 J 2� 1 / Date Application Disapproved for the following reasons- ...................................------- ---------------------------------- -------- --------................................. ------ ------ ----------------- q Date PermitNo. -------.-1�..... 7-y.................. ...... Issued ...---...-----------------........................................ Dare �t/�'YcfG-2-7- Gv�1h .t�t'tr� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tertifi atr of Tantlatianve THIS I,TO CERTIIFY, That r}, Individual Sewage Disposal System constructed ( ) or Repaired ( `� ) Y VV `�� Lt`-`3 s- b ..---- y-------------------------------------------) ---------------------------------------------------------------.....----------------..........---------------.------------------------------- cv/mil �—0 D i.j` l v� Installer / J N Ll. 5 ! ,1. at ........................... .................. ........................ I` ....... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. _01_. -------- ��y........-- dated ---------------//-_-a.��.-------.--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARAfW�TEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE .................................. -f l-T1I 1.T Inspector .......<............ -11 _-/t2- ' I c THE COMMONWEALTH OF MASSACHUSETTS � j :-Zj- BOARD OF HEALTH // �7�/ TOWN OF BARNSTABLE No.. l.= ` / FEE........................ Permissionis hereby granted....... - ....•.I..-r..••--•--- •••••••-••••••--•--••-•••••••--•-••--•--•--••••-•-•-.....•-•-•--•........................ to Construct ( ) or Repair�(Can Indivi ual Sewage Disp &-4,S,ystem at No..../�!! 11 C_ D vl Ln I A G,M �.� �S `�' C.�L-�°�(.v� a�/�'iQ /7!<1/l ;-V --••--• -•-••-----._...--•-.--•-- ---------- -••---•-••-••---••••-••- -••-•-••••••............................. Street as shown on the application for Disposal Works Construction Permit No..'511..z/.7.�.. Dated.....; .............. ._� ---.- •-------------_ DATE......4-420..- 5/----•-••--•--------•--•--•----------- -• `'Board of Health FORM 36508 HOBBS Q WARREN,INC..PUBLISHERS r w o` V) o a �t cv CD CQ b v , � o� o h a� o 'aaoM to a5p3 Q) �O 1 ---- -- ---- --- - ° _ Z � b U I W -,f'O£'Lz, O 9 aC/O Ch v z, m f------------------ i -------------------- ; v `----------------- --- `; - n 10— --- r , , / --'--- f_----- ---12----------------- --------------- , Edge I \ 1 , ------------13--------------, i / I i//. •/� /� % f' Lot L `� N ------------------ SF - , , �' I ' l f -'_-_------�-_" 14 ------------ %`-4 Lown ` j -------- Conc / ` i;41� a a ,i #254� ------- ----- -- ------ 1 Sty W/F - `t� Dwelling ,' ... Cr I IL \ i L-Li Z m Shrubs ` 3 x `�`. h Shrubs y I! i a� I 303 /I 1 Setback ---------------- '`� ---- / 1 Front Yord _ --- -- ------- 1 ?� -------- / m c / N i - s �•—"-� � r- Lown CRI Approx Septic t' a i / (By Card) ; Lf)a , vj /! ` `i\ : \ Edge Lown I,1 �O o - = 9 O __......._..-______..... 1 m a `\ R=358. 12' wood Fence \\ Q)021- �� \ \ A Zone---6 Bit Berm EM O \ �o \ �' Um Edge of Pave _ \ (40 Wide Pub lic Way) Ave ' 91 e TIM co, TE U L L I VIA' GNG DESIGN Inc. ADDITION 254 GREENWOOD AVENUE 8 STONE DRIVE HYANNISPORT,MA BUZZARDS BAY MA 02532 TEL. 508-743-0904. JULY 14,2004 FAX 508-743-0903 gngdesign@comeast.net � ' v 7: (/1 R LA O • j; p Q € ) �' iF� a %N' $�� s ..� � � u � � 9 e 4s Sd x3d a O a d O Cp@1� €3�� s ${�. •4 g$$ � gggpg3B t€� $9933jj �a� �� ?yyf za � gg Sy$$ 5 � �L/ i�ds �4$°•R s�i� 5��° tRs �:;y�'�..g� 4'3d�. �3 �'��;�� 4��g3��.1g .. a��• ! � � O sEe R d4 ]5�e�'133215E5� 4 d �a�L°aL cIsi.J§SE 8 - 6§i g �ax' 8a 3�" 4 3 .33.� L'Pr ^e D V 7 e i 3 4 _ 3n e e d�a$ `�g 14e i$�E-$, � ^ D n LEEII E'$s$s3� ; ,fe E888 gq}},t 1 [ isi3 °ssiBiR Sall .r�d� r m v 01 u, p w n, O O n 0 p n m C m i p x O m D `u a �: r f f y W 0 A f O 0 O n 0 I f A r i O O C r l n D ® C PW Ar Ap A_AO]�@n j @y0£ y@E -1j AC O rAyC Anjb DaOC JOI>Ar( n r A G b C x r O y A f n m A o O A n C b 0 D►=0 D y m i o D 0 y 2 j y p .Dj C 2 r O n W 0 w G i e 0 0< y j O y A A y y U W O C P n n r y m b U I y W n f U U y A A►P m D O P U C a t U p p 3 b V@ Z b (°D y j O...IU = r' G O n 0 @@ A r r ` O r7. O p r o a Z 0 0 O - r r r jO OA m v Dp 0. om vv WOp a AbO O I n3 f\OA< m y C m 0. y OV]AV y 4A oWAA TAj Oa�Vp mnv nPy m AP r OnnA r r r F G O[a oy W0 < f D zO : m 0m j 2i0(ai a W Aj 1p0O. 0 Q3i "p oO CAP Fy �f1 3 pz @v O f f 1A OO 0 A SA niA A A 2 y fr 03 6 mup9 Oj� N I O y p V =p P p y _ O p<3 D v 1 4 T L ►A.L j 1 3 p l v►r G D I A A F W I m j 0 U y D r 0 D r 2 r C A 3 C m A W►r YW 4 O a 4 0 O O W £OC 9 A A A f N y A n E Z A s 7 �•n i(lr� an d b- ►`�z c r o A G i ]u Y D y @ n n P F D m a x A> l m O r O 0 D i r P P Q p v m j j 0 10i @ m A A 2 W A p' f D U D p r y O y P f r P y A A m O Z 0 A 0 j yn 1 � A1O A9 @ O ON jU D 2 D Iy4D O D 1 �mO D 3►�y A j n 0 O n Op y D-( �yi O �p G yA Ay v= �� v I m A D b n r i i i 0 0 0 i P = F r a P W O r U r U 7 3 A y A m b A RZ � 2 s2 �aFo N>�-D Dyy Z uo((A mm O ' + o U(p Z i m Z e 0 fTl Z a 8 n 1 0 (n as aas_a O (A P U P 4 N A D —( o n m rn x A HC Z NA �o C = S� �'� YI D oo r o A p> g� D n to rw F g to P a am o � � u mo' •y�3R i E°9s:vti^j z .""�. L Cn 3 n oNz ® R 5,31 1 ti TH E4 �5 �16 - LI`'Lli ADDITION ..................................._..............-.........................................................._...._..........._.....................-...... 254 GREENWOOD AVENUE ......................................................................_............_.............._........................................................__..............._ HYANNISPORT.MA • - 14'-61. ATTACH NEW FOUNDATIOM TO OLD NOTES: W/2-LONG+5 DOWELS DRILLED AMP EPOATED p IW O.C.VERTICALLY Au A EMBED 6-MIN TO EXISTING •'^•e"'•" '�^••�ce.w ITTP.AT ALL NEW END WALL CCYB/ECigMSI - 1TDIA SONOTUBe A 40'BEL0W GRACE I we GIq pww b.e.w .rw W/4.4 PT Wa POST 0'-0' I 0'-0' S'-O' S'-1d S'-6' 4'-6' 7'-1T W/SWPSOM ABH........_. .__._...._......_._..........__................._...................._..........y...........................__"..__..._.._..........._.......__.._.. .........._._.........._.__"'_...._..._....._............._._....._ __....._...._...._...._......__.............._......_........._._........_..........__................._........._.__..._............................_........._..._.........._.... ... AND POST AP FOR Tr- BEAM(TTPI __ 2'A2'X+7 FT'GS W/ +2'DIA SONOTUBE , 46-SEL0W GRADE W/4.4 PT Wo POST ..w owGwv o-..a _----_1_ __________ ______ ____________ _____ AND WIN BASE GMG DlSIGM k•a j 24'.72.6' IN IN ) ANC POST GAP FOR i SCOOPS!CONC. 'j ( BEAM fTYP) i PAD FOR STAIR STRINGERS .........._ l EA T L 2 W / % RCM .... ........._-... :I ❑_____ I pNMaslc 4 2.0 PT JOIST•W 0 0 i ,pl _ ........._......___..... .......................................(..................._................ a1EA PT z.+: L J L J ! ` STAIR 3TRP+GERS ' -!- i W L YPI (EA T 1.2 W 1/2' % ........................ — - ....._..TING._......... ! ; • r r %s ! E%L%TINC+ REMOVE EXISTING • _~ Y DIRT BACK FILL 3'-6* B'CMU COLUMN ZZ/ZZ, 0 +Y-91• 4 13'-6' j • ABOVE CONK.FLOOR FOOTING ....i PT r 2. O ........ ................_._... ._.............._..__........._ I O EXIST'6 ELECTRICALar L ! ! ! NEW ACCESS PANEL PANEL UPGRADE �! /,,CUST CA P OPOLY VER-iA RER AND HEADER SEE MTO 200 AMP SERVICE6 MIL - ai ' 2".12'COMT. 2".,; CONT. OVER GRAVEL VAPOR C ACT FILL i Q ! ! PT'GS ITYPI'"_'� I FIGS(TTPI"'"""-I I .rw M 4N PANEL(NOTE STORAGE UP GRADE HVAG SEE ' A-4 / 002 I OUTLINE SPEC -S I I " CRAW! / ... ....�: i r SPACE M a D Qi [ h ! --- E%LSTG CMU RETAIIG WALL GNG DESIGN Inc. YI I i 3'-10•ABOVE LONG.FLOOR--- . 12-' / nEW YDUST CAP OVER 247 ONSET AVENUE,ONSET VTULAGE N j8 E P XI T VAPOR BARRIERP.O.BOX 1200 UIEA 1.10 W/1/2 FLR CD%BTWNOVER E%ISTPIG GRADE ! ONSET MA 02372 /((7y i b `EXISTING CRAWL-7 A 3 DIRT BACK FILL 3'-6' i _7 FAX SCR- 43-09 34B0VE CONC.FLOOR • SPACE 00} FAX 308-743-0903STRORAGEgngdesign@comc6st.net NEW ACCESS PANEL / EXISTG FINISHED SPACE D14 LALLY .3d SAW u21„PROVIDE P.T WFREW OFEWG"TO MEDANDn6'CONCRETE FLOOR SLAB COL.!/ -1--4- -- -2-�6 COX PLYWo PANEL W/RIGID MSUL.W/6'XB'W1.4XW4.4 WWM OVER : i .� EAPDXT TO BACK.WD.TRIM AS'REGYD 6 MIL VAPOR BARRIER OVER '""' FT'GS2' yMECHANICALLY COMPAC' : I GRANULAR FILL,9-LIFTS.FINAL 6-STONE STING SL PROVDE 5/Y A 6'AMOIC)R BOLTS SPACED 4q'O/C 12-FROM CORNNERS ! ! ! SHELF 4- i j ! ....._... `-EXIST'G O'CMU DROP TOP OF WALL• I ...._...................._......_...__._......___..._BLOCK PILASTERS:B'CH U DRIALL(TTPI GARAGE DOORS 12' �•_.............._........_........... FOUNDATION LAD-FILL CORES UP.W/MIX DURING FORMING OF PATIO SLAB -aj— 10'CONCRETE F0U14DATIOM WALLY-/0' POURI ON 12•%24'COMT.COI_FOOTING (4bNII BELOW GRACE)DOWEL MEW. F0UMOATION WALL"TO EXISTING. POUR A 3-OUSTCAP SLAB IN THE CRAWL SPACE. 13'-51' 14'-63' 7+'-10' 17•-10 20'-0• Sheol T84: 28'-0• 50'-4• Foundation First Floor � 1 2 Faming Plan t IA 4 /A-5 'A-8 OUTLINE SPECIFICATIONS FOUNDATION WOOD FRAMING Dr...sr. GG 1.Ounlity Canlyd - comply with Brick Institute of American(BIA)and 3.Hailontol Reinforcing._ truss type.9 ga. w s,gol-ixed.width a A.Genera C.E,«Gran DRAWING KEY Checkeder GG GNG Notional Controls Masonry Association(NCMA)recommendations and appropriate for..It thickness.Install each c erse below grade and s 1.Light framing with st-Wrol grade Fir or Pine. 2•nominol in thickness I.Light tram nq- comply with industry atpnaorea and AITC 105. 24 ,onto above yy de,(or ad.60.noted a contract arawinge). 4' t width' 2.All haminq mate6of n contact+ith concrete to be pressure heated with presmwli- ®, EXISTING CONSTRUCTION 114" standards. 4.Reinonc Bars- ASTM A 515,sCrtha 80,defamed bars. (or great., in Scats: 9 2. Moisture tent -maximum 19 3.Fastener- d-itad Io ertmiar.h' hvmidil d treated wood Iocalions:pan.dwehme. UMOBSTVRBED B.Products C.Eaeculian B.Products 9 , I o^ 1.Concrete Masonry Units(CMU)- ASTM C 90.Grade N_-I. 1.Install with running bond and concow tooled joint.Securely grout all 1.L'pkl honng tombs fa bacnq,daa:iq o hamnq al opmkys as shoes n Mboe Framnq Section, pplr 2.Mosanry Mortar-ASTM C 270.Typo 5 for 8 and 12 walls. renlarcnq items and insert items Remove ez era odor as+ark progresxs. I.Light framing -OWg Fir/2 or better,Fb- 1450 psi(repetitive use)' S.Presovative Treatment-Penlachlarophend Complying with AMIPB LP-J ar AKPB LP-4. Q EXISTING CONSTRUCTION December 6,2004 Type N tar other masonry walls. 2.Provide control joints of o m mum of 25,tool(or os otherwise E o I,500.0 psi. TO REMAIN noted in contract docummis)Y1 2.Studs and blocking -Hem Fir/2 ar Hemlock/2 Fb=725 psi,E-1,000.000 psi. 3.Plywood sheothnq-C-C E.l.AAAPA-thickness os rho+n m contract drowngs. C:_=1 EXISTING CONSTRUCTION Shael NunEK- 4.Prewrwtiw Treotmmt-Penlacldoephenel coniolyng with AMAB 1➢-3 or AMPS UP-4. TO BE DEMOLISHED Scale: 1/4" Fondation /First Floor Framing Plan r-o 1 TI-I1� ' (�i1LLi`'l:li Y ADDITION 254 GREENWOOD AVENUE 2 HYANNISPORT.MA NOTES: 7e 4• •` ............ !u .r GNG D•rw..c a •na.s NO'-7• ]'-6' T-6' tY-6' e'-6' t6'-4• 4•-0' ..�•. ....r ._._._.__..___.._._...._................. .._......._.. ..._..__.._._._.._......._...._...._.....__.... • EXTERIOR DECK: '�"•'.a.•"" "` 1X4 MAHOGANY DECKING _ GnG•Ola1.N,4 rw� �r WITH]COATS OF PENOFIN PREERVATIVE OIL ON ALL SURFACES AND STAINLESS STEEL FASTENERS(TYP) OVER 2X P.T. FLUSH DECK DOGS - l�ThbNw: TO AC ESS BULK HEAD TM -I-1 i 1. A' 6'-d. 6'-d�' B'-d• t3• ! "I --------- N I --------�---- n; ---- zlo. I I r , r, QI I DECK I I I b WATER Yj 4Ad SPN(ET I I 1 I12 ) I i G ^ -- � -1--------------- 1-- --_ t A EXTERIOR DECK: i 104 101 tX4 MAHOGANT DECKING Q A B WITH]COATS OF PENOFM j I PRESERVATIVE OIL ON ALL ' SURFACES A i ♦: .._.._..._.__..._..__._.... C FLR 1 T j NO STAINLESS ; 8 FLOO RP T!G 1�1 STEEL FASTENERS(TTP) j API j OAK FLF1G RLLS(II OVER 2X P.T. 103 OAK FLR GRS.LS(TYp) PORCH ' OWDE � rXISTIN WN115 AND DOOR REUSE IN ' EXISTING WALL A-4 ! IA7 O A_ tirvi BROSGO T-IN (FLIP) ��.� ' GNG DESIGN Inc. 1- ; I FA.SVROUND i 747 ONSET AVENUE.ONSET VILLAGE Y „tN:!. . 109 I j E HART lOJ 32' U'-e2' 32. F 1 6 2 HAOLL 05 A ONSET MA 02532 — TTT o�S KITCHEN sroN H _ P.O.Box 1200 109 '-O'DIP.LD •NEW GAS of wl TEL.303-743-0904 B FIRE PLAC •I j j FAX 509-743-0903 4; — — p ; IA9 Ie 1 ' gngdesign@comcassnes LWJ A RM.4 LIVING/DINING •-o• QM _.._ ...._.............................................._................. ..........+ T tl T ... F102®LL�� O 10 2 A - o! G 110 Y j 104 Y YeSTRP T!G z-4.ro BED ROOM-DEN GARAGE B OAK FLOORING GRILLS(AjTP) 1^2 ........._ i..._ _........... wnDS ANOXFRAME n' - FOR NEW W,NDS IN E TRY N ^ t Q 108 I�4 E DINING Q "« ROOM INXI 100 4 m _ o - --- - -—...- -- --- a 5 4 3 . p? 3Z' 2•_Bin •5' a , "_� — ! •t i � � STUDY n —� O ]%4'STRP T!G t 62• O FOORPIG w/F r .____..:........._.___....._......_........_........_._........._......_ OB OAK FLR GRILLS(TTpI Y. ... .. �. ` ... 7'-O•�•. 6•_N•.._..- 6 t0 .. yIlIlLI 6'-NO' 4,.7 .. 7.].- 6 4.. --..B••J•_.. ..:. 6._]. .. tO._4.- .. .. tO._4... ...... .. ... 4'.. .. .. .... ..._ L ...._.................. IT. ....... .. .. .. ..._. .. ..._.... .. ......... - t4'-O' tT-t0' S'-d• 12'-6• 39'-10' :......._............._..._................................._............._.............._..........__.._...._.........---.................................._................................................................................._.. 3e'-6'........................:. Q sh.«rnl.: .-.. .. ........ 7p._4. ............................_......................._........................._.............._................................._........_.................................................................................................._........................................................_. First Floor Plan to Y-• a IN—lx GG DRAWING KEY CMck►d ly. GG GNG ® EXISTING CONSTRUCTION UNDESTURBED Scow: Q EXISTING CONSTRUCTION TO REMAIN oot.: December 6.2004 _7) EXISTAtG CONSTRUCTION TO BE DEMOLISHED ShoNrl Nunikar. Scale:1/4"_ A First Floor Plan -o" 1 .l THE (�1ULLI`'Lli ADDITION 254 GREENWOOD AVENUE HYANNISPORT.MA NOTES: -5 �...a ..e w.w.....e ..... T.. cNc I X20 DECK i 4 7 : i I 4L6-_._ _ .. i I 1.1 r /❑•� 204 /yam 16 -- -------i 20' BATH P UNPNISHED ATTIC ' ? GNG DESIGN Inc. -ll ---_ SPACE 203 - 247 ONSET AVENUE-ONSET VILLAGE MASTER P.O.SO%1700 BEDROOM �/ ONSET MA 02332 LW5 207 TEL.508-743-0904 IZLOSET „ I ATnC r--, FA%308-743-0903 2°`5 __ _ _______________ I I --_ gngdesign@comcast.net -- L-------- ------------------ A -- \ L---1 1 A-7 :o 7� 32 3•-e• Y� • S•-p• 2 202 / UNPINISHED ATTIC 1 BATH a. SPACE {a \ I v� >« 5'•11' \ 201 A rl `vJ -------\ - A r- ---- -------------------------- CLOSET Y - BEDROOM ROOM 0+ / I I .i J I n _ o _ 12•-1p' 3 � 16 �2 SM�1l�b: Second Floor Plan 4 1k.—4r• GG 1 Ch.1k.d^: GG GNG Scow. 1/4'r m 11-0Ir omo: December 6,2004 ' fMet NvmCar. A"Second Floor Plan Scale: 1/41'=1tp11 1 1� T I-I1' GIILLI`'LII AUDITION 254 GREENWOOD AVENUE 1 2 HYANNISPORT.MA 3 'A-B 'A-e NOTES: e.. cnc oes�r.�n,uti i.. MVIYonC r-------------L -------- ------- ------ ------ -------------------------- I I -------------- I SLOPE I r❑° GNG DESIGN Inc. I 1 o I I 247 ONSFT AVENUE,ONSET Vn.LAGE L--------------------1 ---� P.O.BOX 1200 ONSET MA 02532 ELOPE O I I - --- I TEL.508-713-0904 I I FAX 509-743-0903 I I I I gngdesign@comcast.net I I I I � 1 -7 I I 1 A-7 I I I I a I o I I � I dr I I I SLOPE ---- I r--------— — I I I Ir------ �---------------------------- I I I I I I I I I SLOPE SLOPE SMN tA4: Roof Plan � -6 ' 2 _ IrofeCY. 4 D.o...,all GG cn.clroefr. GG GNG scow. 114"a P.O.. December 6,2004 fMN Numb. p Roof Plan Scale: 1/4"-1._0,. 1 A�t� } L TI-IL' • NEW AND RE-WORKED CONSTUCTICIM - EXIST' STRUCTURE TO ROMAN `��IJ IJ�,�I.�� ..................-._.._....................._. .........................._......._........_....................................._.................................................................._........_........................................_................._.................................__......._._._._............................................................................................._. ADDITION �tl 234 GREENWOOD AVENUE HYANNISPORT•MA 12 CUSTOM WD DECORATIVE 4 �. CUSTOM WD DECORATI E BRACKET I BRACKET TYPICAL ....___...._.._...._..._.....__......._............_._, —._...._...._.._.._.._...._... __...__....._. CONT.EVE VEMT(TYP.) !( NOTES: NEW WDOD FRAMED CHIMNEY W.e.w wwro-c r FOR GAS FOTEPLAC@(B-VENTI e..e..a PLASTER VENEER FN. N ce..uw.•rww w.w •we.� , OUT OVER VENEER FRAME 2,.41 CROWN MOL094G AT FRONT _...._._.._....................:...................................... ASFIALT ROOF SHINGLES MATCH EXISTING RAKE AND ENTRY OVER HANG ONLY OVER 300 FELT OVER 1/2 COX OVER 61'NG CP.SIGN ka N.. 11 () 2X10 RAFTERS.16'O.C.W/ R-30 HIGH-DENSRY KRAFT-FACED —RRD e_ CAR DAR TRELLIS_= WHITF ALUM_GUMT ER(TYPI INSULATION AI10 VENT BAFFLES PROVIDE 36-ICE AND WATER SHEILD AT K.TOP OF MIL nNT.ICOLOR_AbD c TO GNG�DE816N bs. T BE PROVIDED BY GC FOR APPROVAL.1 Mvlsb c _.......... .............................. TYPICAL EXTERKM WALL: ® ®� ® ® 1X4 PRER BOARRIMEO P'.ALL CUT END 1XA PRFR BOARDS,ALL CUT ENDS ........................ N TO BE FIELD PRIMED. WHITE CEDAR SHINGLES W/5-Y' NON NON rpl D05Y0 Exar0 EXPOSURE,1S.BUILDERS FELT,Yy' 24310 24310 2431000X N SHEATHING. O.C. R19 HHEAVY-DUTY KRAFT-PACED .......... .. ...... .... INSULATION,DRYWALL. iFIST 5191O01t _ QINt CEADAR LATTICE MOUNTED 4'FROM SIDING ---- CUSTOM WD SUPPORT BRACKET GENERAL NOTE: ALL WIDOWS AND DOORS TO BE ANDERSON CLAD OUTSIDE-PANTED WOOD INSIDE WITH EXISTING PANTED SUB5ILLS AND 1.4 PRE-PRIMED FINGURE JOINTED .... GN DESIGN Inc. , CASING TO BE PROVIDED AND INSTALLED BY THE GENERAL ............................._....__.......................................__.............................................._.._..._._...................__.........__..___._..__-..........................__.._.._......................................_. �� 247 ONSET AVENUE.ONSET VILLAGE CONTRACTOR.ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED WITH 3 1.12'UNFACE ONSET D FIBERGLASS SOUND P,O.BOX 1 0 32 NSULATON.THE ENTIRE SECOND FLOOR SHALL BE MA 023 INSULATED WITH 9-1/2'UNFACED FIBERGLASS SOUND ISULATOM TYP. T FA%SDK-7/3-0903 gngdesign@comcast.net Front (West) Elevation Scale:1/4"=VAN 1 _.............._......_........................................... COMT.EVE VENT(TYPI ! - h lOP K Ism IfiW— $ IN— ASHALT ROOF SHNGLE>;IMATCH EXISTING ® ® ® ® OVER HIGH FELT OVER PT AC OVER 2X10 RAFTERS.16'O.r-W/ INSULATION TION ANSI V KRAFT-FACED P ROVIDE N AND VENTTERSBAFFLES PROVIDE 36'ICE AND WATER SHELD AT _ _ ....... ... .. .. .. .. .. .. ... .. .. .... ... .. .. .. ... .. .. .. 12' ................. .........ROOF EDGE"CONT.ICOL.OR;AND-SAMPLE TO _.. .. _ .. B4 4 BE PROVIDED BY GC FOR APPROVAL.) - - Y 13EVr NL.W strM tm.: TYPICAL EXTERIOR WALL: 1%4 PRE-PRIMPO FNGNpE-JOINTED ® ff _ORNMER BOARDS.Aye CUT ENDS TO BEFIELDPRIMED.Y.WHITE CEDAR SHINGLES W/5-Y' Building STAIR NOTES: EXPOSURE,45.5UILDErjS FELT,Yj CDX PLTWD.SHEATHING,2%4.16' Elevations2.4 PT RIAL AT STEPS(TYP) O.G..R-13 HEAVY-DUTY 2RAPT-FACED 4.4 PT POSTS AT STEPS(TYPI INSULATION,DRYWALL.j L12 PT FRAMING AT STEPS(TYPI xFun RWLOGR •-4 PLDE - T o+ccS-(TYZ-- hol.tt --------------8'CONCRETE FOUNDATION WALL 1r%24-COMT.COMC.FOOTING Drawn tr. GG b (48•MIN BELOW GRADE) FOUNDATION WALL INTO EXISTING. Ch—k4d Ry. GG POUR A 3'DUSTCAP SLAB IN THE GNG CRAWL SPACE. - x1rw. 1/4"—V.01. —_ STEP FOOTING AS ROOD D.W. December 6,2004 (48'MN BELOW GRAM Sh.t Number: N rth Elevation Scale:1/4 1•-0•• 2 A _ -� 0 TH1' (�U L L I V EjR ADDITION 254 GREENWOOD AVENUE — — — HYANNISPORT,MA .�Tep OF MIX euw NOTES: AS HALT ROOF SHINGLES e• •Qi 9161 ® ® - ® M 1el OVER 90.FELT OVER 1/2 COX OVER0 RAFTERS . R-30 I C.W/2 16'O BINSULATION AND VENT BAFFLES PROVIDE 96'ICE AND WATER SHEILD AT ply6 oeSrHt Lo-4 u..m ROOF EDGE CONT. : =SE81G11�4, •� — UZ"..m ® ® a eeHSlals 1 TYPICAL WALL CONSTRUCTION. V 4 9 PAINTED CEDAR CLAP SCRAP 1 a MATCH EXIST'G EXPOSURE OVER I 16'FELT.1/2'CDX PLYWOOD SHEATHING.2X6 NO.2 OR BETTER SPF X STUDS 41 IW O.G..R-21 K.F.FIBERGLASS I N INSULATION.1/2'SLUEBOARD W/ VENEER PLASTER,2 COAT SYSTEM ..., __,_ — — rwclzoe 1-4 P�c12oe 1-4 — — UXIFt GENERAL NOTE: ALL WINDOWS AND DOORS TO BE ANDERSON CLAD OUTSIDE-PAINTED WOOD INSIDE WITH PAINTED BUSSILLS AND CASING TO BE PROVIDED GNG DESIGN Inc. AND INSTALLED BY THE GENERAL CONTRACTOR. ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED 247 ONSETAVFNUE,ONSET VILLAGE'. WITH 9 4/2'UNFACED FIBERGLASS SOUND INSULATION. P.O.BOX 1200 THE ENTIRE SECOND FLOOR SHALL BE ONSET MA 02532 INSULATED WITH 9-1/2'UNFACED FIBERGLASS SOUND INSULATION TYP. TEL.509-743-0904 FAX 508-743.0903 gngdesign@comcast.net RE R E S ELF-VATION scALE 4/41•r-OP 70P Of RBcc eual — — �— 0 IMP or via II Sh-4 nle: ® ® Building 24 192 Elevations FOW SUBFL R — '# Pro1Kf r we..n Sr. GG r� CG GNC I � CluckaA OY: I r' L____ xd•: 1/4"-Ir•0" Ov1r December 6,2004 U—t Number. i 'SOUTH ELEVATION Scale: Aiiarl=�1_pll 2 AS HALT ROOF SHINGLES 1 I OVER 309 FELT OVER 1/2 COX OVER ' THE 2100 RAFTERS•16'O.C.W/I N-DENS ITT F INSULATION AND VENT BAFFLES # (I I L L I V E R— PROVIDE _ 3W ICE AND WATER SHEILD AT ROOF EDGE CONT. - ADDITION — } — — - 254 GREENWOOD AVENUE } mP�GD'SEW HYANNISPORT•MA 42 - -3 NOTES: _ e..e..e.o-..........e.e.�..•,� e o—..0 G112 Orww Ac rr.o—c ti ro—c o—w.•.ar.r•.r..w o-rw ASNALT ROOF SHINGLES ' OVER!Ow FELT OVER 1/2 COX OVER •"^^'•••c•.w 2X10 RAFTERS w 16'O.G.W/ T.....e ... _ _ m -30 HIGH-OENS17Y KRAFT-FACED G •tee..w. R M K�c[ r, 12 INSULATION AND VENT BAFFLES a2,75 • 41 I PROVIDE 36-ICE AND WATER SHEILD AT — ROOF EDGE CONT. •`Oe'^^"o— .o—.r •"' 1 GMG�DE6IGN.N..rw — _ MP Of WL o 70P OF COW- Air a — — — — — — — Llpl p"Iff NEW 001 ACCESS MEW AS REQUIRED BY CODE EX I CRAWL SPACE I.OM POW STORAGE M THROUGH ISTING BASE E T S CMU WAL PANEL_............................ Ili — —--10-CONCRETE FOUNDATION WALL W/ ----W CONCRETE PCUNOATION WALL 4-SHELF ON 12-X24'CONT.CONC,FOOTNG 12'X24'CONT.COiC.FOOTING (48T'IIN BELOW GRADE)DOWEL NE (4B'MIN BELOW GRADE) FOUNDATION.WALL INTO EXISTING. CXINDATION WALL INTO EAISTING. • : •d • POUR A!'OUSTCAP SLAB IN THE POUR A 3-DUSTCAP SLAB IN THE �• '• CRAWL SPACE. CRAWL SPACE. GNG DESIGN Inc. EXITING - 247 ONSET AVENUE,ONSET VILLAGE DIRT BACK FILL Y-6- P.O.BOX 1200 ABOVE CONC.FLOOR ONSET MA 02532 TEN-.509-743-0904 FAX 508-743-0903 gngdesign@comcast.net Building Section Scale:1/4"=1'-0" 1 ' SMN iMN: a Building Sections " j rrgKE ,>jj down Mr. GG ee.[X.aMr. GG GNG 1 - - DaW. December 6,2004