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HomeMy WebLinkAbout0018 EASTVIEW TERRACE - Health 18 Eastview Terrace _marsfons Mills P A = 028 003001 Pool Code Fencing w/Self Latching Gate 16 172 ft. 1 in. c CO c M Spencer Hallett 18 Eastview Ter. Map28 Parcel 003/001 N O ==E=1 EASTVIEW TER. Dartmouth Pools & Spas Inc. Designed by: 880 Mt. Pleasant St Phone: 508-998-7100 Dan Cosby Designed Hallett Family New Bedford Ma 02745 Fax: 508-998-2307 3/20/2014 for: y TOWN OF BAPISTAB E 20M HAR.21 1p 3. TOWN OF BARNSTABLE L .'-knON l� ��' �✓`'�" (��^K '� SEWAGE #crnSP�;ld� VILLAGE W, tM►115 ASSESSOR'S MAP & LOT S ill� DWrT - t'S NAME&PHONE NO��f k-�-(3�INAC 177 SEPTIC TANK CAPACITY LEACHING FACELrN: (type) ` �a+` � rK� (size) �J�J x iO NO.OF BEDROOMS BUILDER OR '7f c-',AV �/f ve-5 PERMITDATE: CEE DATE: Ios— 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 r z,2 . 21 'n Z� COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS u: d rt DEPARTMENT OF ENVIRONMENTAL PROTECTION tl I kiXEIVED I �M sye. FEB O O 2oo5 TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 18 Eastview Terrace kCEl. Marstons Mills MA 02648 LOT Owner's Name: Tracy Alves Owner's Address: Same Date of Inspection: January 11,2005 Job#05-08 Name of Inspector: PATRICK M.O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a`Vitll/I approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: �����.1H OF Passes �`vV Conditionally Passes ATRI N Needs Further Evaluation by the Local Approving Authority Fails :rn Inspector's Signature: Date: 1/11/05 �'�T�F lg .INS INSP ��� 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: Observed 2"standing water in infiltrators. Recommend pumping tank within next two years and every three to five years after. ****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 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the 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. ND explain: 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: 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: Titla;lncnartinn P-411 Sl*)01)l 2 I Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 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 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 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 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Titles S Tnenantinn Fnrm All v')nnn 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 18 Eastview Terrace.Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _ _X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool —X— Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _X— Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool —X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/z day flow _X— Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _ X Any portion of the SAS, cesspool or privy is below high ground water elevation. —X— Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. —X— 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. IThis 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 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this forma _No_(Yes/No)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. 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 the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department: Tifla G Tncn—fi'— P^— 411 VIAM 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X_ _ Pumping information was provided by the owner, occupant, or Board of Health _ _X_ Were any of the system components pumped out in the previous two weeks _X_ _ Has the system received normal flows in the previous two week period? _ _X_ Have large volumes of water been introduced to the system recently or as part of this inspection _X_ _ 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 u ? X _ ty g P g g P _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components,excluding the SAS, located on site X _ 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? _X _ 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 no _X_ _ Existing information. For example,a plan at the Board of Health. X _ 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(3)(b)] Titla G lncnartinn Anrm All vInnn 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents:3 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): N/A well water Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): _ Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system (yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: None Source of information: - Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy I _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) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1997 Were sewage odors detected when arriving at the site(yes or no): No Tiflo S Tnom-rf;n Pnr 4/1 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 BUILDING SEWER: XX (locate on site plan) Depth below grade: 16" Materials of construction:_cast iron _X_40 PVC_other(explain): Distance from private water supply well or suction line: 40' Comments(on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 1' Material of construction:_X_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 10.5' long x 5.8' wide—1500 gal. Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" 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: 12" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): Liquid level at bottom of outlet pipe and tees are intact and clear.Tank not in need of pumping at this time. GREASE TRAP: No (locate on site plan) Depth below grade:_ 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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): T41n S T--f;n 17^n m 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 TIGHT or HOLDING TANK: No (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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (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.): Box set level no solids or high stains. Liquid level at bottom of single outlet pipe. PUMP CHAMBER: No (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.): Titles G Tncnartinn 17— 411 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: _X_leaching chambers,number: Four infiltrators 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.): Observed 2"standing water in bottom of infiltrators. CESSPOOLS: No (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 or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: No (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.): T41.S fncnar inn 17n—411 1;1,)nnn 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE_SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Eastview Terrace.Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 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. Eastview Terrace 24 29 23 21 18 25 Garage #18 Water Line T;+I.G incn f;^n Vn ui v)nnn 10 Page 1 I of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Eastview Terrace. Marstons Mills Owner: Tracy Alves Date of Inspection: January 11,2005 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water : More than 30 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked,date of design plan reviewed: 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) _X_Accessed USGS database-explain: USGS topo map and town GIS You must describe how you established the high ground water elevation: Topo map shows property above el. 90 and Long Pond Below el.60. Town groundwater contour map shows water below el.60. T41. lncnartinn Fnrm 4/1 siInnn 1 1 [RET!` FRIEDLINE& CARTER ADJUSTMENT, INC. 2 3 2002 436 Main Street, P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: ( ) Building Commissioner or Inspector of Buildings -Board of Health or Board of Selectmen ( ) Fire Department TOWN OF Barnstable TOWN HALL Hyannis, MA RE: Insured: ALVES, Tracy&Maureen Property Address: 18 Eastview Terrace Marstons Mills, MA Policy Number: HP2170533 Type of Loss: P. D. Date of Loss: 7/8/02 File#: 94067 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. T.W. MCMAHON Adjuster 8/22/02 B- -bo i TOWN OF BARNSTABLE U;L Goa I 3'ATIOI�Jr�r�-liv SEWAGE # VILLAGE A1,10S ASSESSOR'S MAP &0 ' INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY �S LEACHING FACILITY: (type) 2'.A:/,14 w (size) ,NO.OF BEDROOMS CIILDE R OWNER PERMIT DATE: I 1 -10 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A 3 'A '7A 63 ., r or No. Fee /t i $� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppfication for lkgpoml bpotem Construction Permit Application for a Pef . onstruct(tlloepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Add of E r}S7"V I W `TE� Owner's Name,Address and Tel.No. �,�2S�,vS' �t L S R SS U le.A,�c 2 �oKSr r✓cJ�`i� Assessor's Map/Parcel d's _ 1 M M 6c MA,b T 4 4 oup'S 7-7)^ .7 Zi J Installers name,Address,and Tel.No. Designer's Name,Address and TeJ,.No. y o %ee'p—S V e S�c 7'w Nn am!z 415 Ole/ ✓ 64.44>f_ x4fi `Jo3 .in d., ttilso Type of Building: f Dwelling No.of Bedrooms 3 Lot Size �) I sq.ft. Garbage Grinder(/451 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 301 gallons per day. Calculated daily flow 3 3 O gallons. Plan Date 1 Number of sheets Revision Date Title 1 14 A) Size of Septic Tank O C3 Type of S.A.S. S rR 4 10 AS U­_71-i Description of Soil Se-e 01J 6P_tt- 88 0 L//57t h e S t e�e S + L;"a b S 3 8?Q1 Nature of.Repairs or Alterations(Answer when applicable) Date last inspected: "-- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b t ' Board of Health. Signed - Date Application Approved by Date _,La Application Disapproved for the ollowi g reasons Permit No Date Issued .�. No. Fee �Q'0 $'1q,0 THE C�OIV�MONW -ALTH OF MASSACHUSETTS' Entered in computer: Yes i� PUBLIC HEALTH DIVISION -TOWN OF�BARNSTABL1Es MASSACHUSETTS %$ 2pplication for ]Digpogar bp0tem Construction.Permit Application for a Pe rt onstruct( klepair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components t Location AddfrWKt tq ST V I E VV TeR Owner's Name,Address and Tel.No. A5SU RAd^,'c@, Assessor's Map/Parcel, Al' E p W A R'D 5 T p r F6jej> a1$ 3- 1 a�8 ,a,Ns-r /.J.,,4n,Nis 77)-- V1/0 In�staalller'§j ame,Address,and Tel.No. �f Designer's Name,Address and TeL No. Y C}Nve S V vJQ �+suCrANTS yo 13 .k d 5 T. 49d y. w►�.rsTN+S n��c1s 8- nos�j Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( AV Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow 3 8 gallons per day. Calculated daily flow 3 3 gallons. Plan Date i I 9'" Number of sheets Revision Date Title t fe --t- S-e wu� l A A) 1 , 4 Size of Septic Tank Type of S.A.S. 5 1 -1 f" T'R 14 t0 AS - Description of Soil Se-e 4 & S 88 O �'� 5 rn�' S {S + L�'�'A S 3 W 11 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: a The undersigned agrees to e;w uie,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 issued b this Board of Health. Signed Date APplication`Approved by ' r. Date Application Disapproved for the ollowi'4 reasons y t Permit No. 9,G — Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS, BARNSTABLE, MASSACHUSETTS Certificate of (Compliance _ THIS IS TO�CERTIFY, that the Off- ite Sewage Disposal System Constructed( 1--J Repaired ( )Upgraded(� )• Abandoned( )by /�r3 ,� "/Zta Y 4�y'j Gl' !!f4- at L)T ':�— I 456T V i 5W T` (Z.R A CV& has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9G• ' /6 - dated /h Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date —7 Inspector a 1 --------------------------------------- i No. ,/ — Fee to o I� THE COMMONWEALTH OF MASSACHUSETTS I! PUBLIC HEALTH DIVISION - BARN5STABLE., MASSACHUSETTS P� 1=i!5po!6ar 6pgtem Construction Permit Permission is hereby granted two®Construct( C�`Repair( )Upgrade( )Abandon( ) System located at M h Y 1—�'r 3' ( 4�t4 ST V I C W T C R k 11 C�_ W and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completedwithin three years of the date of this it. Date: "� ��' / Approved i, LA PUCK, LABORATORIES, INC. 1 NVI k(-)N W NT.A I.T]�S'r ING I) 1.1'S I S REPOR-11 LAB NO 5(�)604 0-1to'bel- 24, Nfi Rc-n Saar'. -I -F0 N'AlRO'l ... i LAI 449 Rooe i ')C) t 1) Sand,o.,ich. 02,561 ri is Test Results: Method 4S24.2 \Tt NJ) N D 2 lo opl irol non 1�vol a]Ic N,1 .3-1 f-)pt i o. ND kx)p fop It, n G, "N'-i C"!lorome ilia ne Avrene 2-(Woromillent.- 1 1,2,2'-1'evai"b 1.2-1Jlbf 00,10"3 lidorocuopa!i': ";,D Dib cniiowmhue N,I n c, n/ I%.111 o F()h e uz.e 11 e "A-TI ioln [A.I-Trichloro,:fl.iou N D N D 1,2-1)lbrouicnahatxe (EDB) Dichlorodifluoromethane ND 'I richloroethane ND I.I-D1ch1or(xdane ND 1,23 Jrichloropropaje ND 1.2-Dichloroetbane(EEC) ND ND -Dlchlorocthclei�e ND ND Ci,1,2-Dichloroethyleim, Vinyl Chloridt: Ni) N.D N-if Dcro,u-"- Allah"SiS IC'7 4 Nlelhod Ekteclion 110A) QkJI.HNAIA 0 Itsting 011SUIting Services f mcs Fortienarosa. Lab Manager for over 30 Years '1'!6,repon i,r,-ndered upon AW M1d:11011 1h11 11,I 11"I to b"icj-r,wkK,-j Aholl) ,r m pxi i, m oa�,i o%cr our ,,gnatLIN:-M C011nel:11011 W11h our name without spcclil perjm�s:on m"ritjng lom! 111mled to Ow m,'iced amount Thy results 1wvd refer only lo ce%-od sarnplcs andlot applicable prametcrti ENV1RO'FE(-'J--1 LABOR-,--k- TORIES, INCI. NIA Wt TO. :tit-NIA UO3 Ov Rio i 30 ' Sandwich, NIA 02563 QM) KNIONO KNOWN`) C 1-1,Y" ) 8 Wtview Terrace ADDRESS: 37 Chadwick Ave. Hyannis, w C2501 5A.'TPLE COLLECUD PY: F . Pannini/ PA S-annell DATF FIVEIVED: 1 C.1 W.".:, TIME: 2:2004 W 10. 4 : WOO W 7170 Waring Well SAMPTA 1 .5, YW-jj.-.i "Tit, SPECS. 73 ,1 Q RESULTQ -F A44701q; WK0 LOU pesuir '5-t i 5.Y Conductsnc_: 5 C, 2 1 C, Sodium 2 B 20- 1 Nitrate-N/Wjcrjte.N QN., 10-01 0.7f') frcx! 0. 3 C.C3 Manganese 0.05 0.021 Volatile Organics See attached report. EPA # 521. ? Chlorafar-m T., 'i 00 1 Tal uer--, 1 000 0.5 xylene, 0.5 pK Mimes hiyh ccrrcFiv-c..! ye-. WER 1S SUNASLE FOR PARAMETEPS TESTED. XXX "N '011pl ? a ....aboratary Director, ET Less Than C.R. . VACANT C.R 13 o3=„E��� D UPOLE 1��= ASS.MAP 28 PAR 3-1 L. C.PLAN REF- 19 731E i L. C. LOT 1_ RES. ZONE.- "RF'; AD 1 AREA=43,561 f S.F. FLOOD ZONE.' CAKBBY go AD MAP 28 PAR. 3-1 A WELL ON LOT NO SEPTIC WITHIN 150 FEET OF WELL LOCUS AfA NO WELL WITHIN 150 FEET OF SEPTIC j0 Q 50. 0 — \ L. C. LOT 2 / W W — _ — — zv� ASS. MAP 29 PAR 36 �v� OF / PROPOSED 1� OPAUL TPI HOUSE A. g BRUCE GJ, XISTING 14• 0 —� + Qz G. U +NO.32098.IT � c�a MURPHY r 11 OUNDATION 11 36. g — Q�� ' 38.�' �� , '�fCISTERE° Palo No.749 rt. r. REMOVED —� ' o s��NAI L�NpS� S' �EC1ST ���eJ " 0 a 0 20 7. - - C.B. / RESER=S PROJECT L OCA TION �r — — — LOT 1 EASTVIEW TERRACE 1 MARSTONS MILLS, MA. �J O GD Qz APPLICANT. o — — ASSURANCE CONSTRUCTION � use I z _ "W.—� �/ � ..PA 9°g 54 i — + P Y,q,A1KEE SUR VE Y CONSUL TA N TS — s` 1 1`5.00' CIS / /� i— — P. O. BOX 265 46 3 10� 5 n0. 9,5 — ` �bA UNI T 5, 40B INOUSTRY ROAD �\ 9 9—OF TE� MARS TONS, MILLS, MA. 02648 — EASTVIE RAPHIC SCALE PH. (508)428—0055 — FA X(508)420—5553 �" BENCHMARK. 30 0 15 30 60 120 SCALE." 1 "=30' JEDATE: 11119196 TOP OF C.B. ELEV=101.10'(ASSUMED) RE V. REV. ( IN FEET ) FTO��� SHEET 1 OF 2 1 inch = 30 ft. EL. = 102'_ TOP OF FOUNDATION 20' MIN. ' 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC. MIN. PITCH 1/8 PER FT. 2"LAYER OF EL.= 100.5 B" MAXI CONCRETE COVER WASHED STONE EL. =99.5 4" CAST IRON PIPE PITCH1/4 ' PER FT.M CLEAN SAND 9 FLO W LINE MIN. 10" EL=96.5 INVERT 14" ° o 1MIN. EL.= 99'-- IN 2 0' o °° o 0 0 0 0 0 0 ° ° ° ° GAS r �6" SUM LEVEL ° ° o 0 0 0 0 0 0 ° ° ° INVERT BAFFLE EL = 98,J INVERT ° ° ° IN o ° ° EL.= 95 EL. = 98. 75' EL. = 97..50' EL.= 97 25' 4 DISTRIBUTION INVERT (TO BE PLACED ON FIRM BASE) i EL = 96 -_ MECHANICALLY COMPACTED OR 6' OF STONE BOX 1500 __GALLONS TO BE WATER TESTED 38' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3/4" TO 1-I SOIL ABSORPTION PROFILE OF WASHED STONE SYSTEM (SAS) � SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR VSGS PROBABLE WATER TABLE ELEV. =_9_0___ NOT TO SCALE SOIL TEST NO OBSERVED WATER TABLE (8126186) ELEV. =_90_ OBSERVATION HOLE 1 ELEV= 101.0_ PERCOLATION RATE <2 _ MINI INCH AT _�0'= INCHES DATE OF SOIL TEST 8126186 SOIL TEST DONE BY R. YOUNG ( BAXTER & NYE) WITNESSED BY: TOM MCKEEN P , 5880 GENERAL NO TES 0 EL=101 1 LOAM SUBSOIL 5 INFILTRATORS WITH 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 2 SOME CLAY 4 ' STONE' SIDE'S AND ENDS TITLE- 5 AND THE TOWN OF _BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. � � EL=98 ( 38 X 11 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF v7INLSHED GRADE, OTHERS WITHIN 12" 5 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 6 E= MED. SAND WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 7 1 SOME GRA VEL 5 FT. of DRIVES OR PARKING AREAS. H-20 LOADING. SHALL BE DESIGN CALCULATIONS.- USED UNDER OR WITHIN 5, FT. OF DRIVES OR PARKING AREAS. 8 C 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 9 r—� NUMBER OF BEDROOMS . . . . . . . . . 3 � BE MORTERED IN PLACE GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 10 C - TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 11 EL=90 ( 110__GAL./BR./DAY x 3___ BR.) 330 GALIDA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO WATER REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHO ON ARE APPROXIMA TE ONL Y, E A VA TION CONTRA CTOR � IS TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . 74 GAL/DA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 381 GALIDA Y 8) PARCEL IS IN FLOOD ZONE __"�'"_____. ' RESERVE LEACHING CAPACITY . 381 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __28 AS PARCEL _3-1. (38X11X. 74)f(38f38+II+IIX. 74) SHEET 2 OF 2 JOB NUMBER__ 51112_____-_ 64� NOTES: - - '1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS . &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, _ - DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - FIRST FLOOR TO BE 6-8"ABOVE SUBFLOOR �.. Y NEw wood FRAMeD 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS PLATFORM&STEP TO .. _ STATE BUILDING CODE,8TH EDITION AMENDEMENT&IR_C2009 PERGOLA PATIO CONNECT PLATFORM A TO EXISTING OECK 5.) 110 MPH EXPOSURE B WIND ZONE ;(;,,a A OVER DECK - - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12'FIELD:NAILING 2'-w^ s-rL 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD. •-.,,�. -'v 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY R.W.SURVEY SOLUTIONS FOR ALL A A C PROPOSED&EXISTING DETAILS -f 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF - 3'-0• "ALL SIMPSON COMPONENTS - - ' - - - 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - YI _ - - L IL OWNERS THE____ I .r € VERIFY ALL PLUMBING - - �_ __ ___-- DECK `, 1.A,) MBING&ELECTRICAL DETAILS W/ .WNE ON SITE' -NEW r` - D REMOD. m DURING FRAMING CONSTRUCTION STUDY i i BATH/ DINING 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE b f-------- O L DRY. 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED w EW 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY L___ ____ € "NEW_ s•zs e• w" - r EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION - --- ---- 'INSTALLER/CONTRACTOR. - L NEW 60'C.O. CLOS.I .*c' CLOS. - e- - - ' : 17.)ALL HEADERS TO BE 3-2 x 8s UNLESS OTHERWISE NOTED •- __ _..._..-_. HALL REF MI B , OVEN .. GAS FIREPLACE 'I 'I VERIFYALLDETAILS ,, j , - WINDOW SCHEDULE b MFR.,ETC.WIDwNER6 EXPANDED LIVING RM. Oo L GARAGE CKTOP ° - IL. ,C; LOS. ( TYPE MANUFACTURER'S ROUGH OPENING REMARKS I 00 P UNIT R A ANDERSEN TW2446 2'-2"x 4'-B 7/8" DOUBLEHUNG B A251 2'-4 7/8"x 2'-0 5/13" AWNING C TW2446-2 5'-D±x 4'-87/8" DOUBLEHUNG MULLED « D TW2442 2'-6 1/8"x4'-4 7/6" DOUBLEHU NG B _ _ II • uP - KITCHEN 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS m II'I WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS. ' W , 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/GRILLES TO MATCH EXISTING DETAILS. • LOW-E HP 4 GLAZING W/SCREENS&STD.HARDWARE IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - • TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) - FENESTRATIONSKYLIGHT CEILING V10dJFRAMEDWALLFLOOR BASEMENTWALL-EVENTSLAB-10E PACE WAL UfACTOR l}FACTOR R-V/LLUE R-VALUE R-VALUE R-VALUE R-VALUE -VALUE 6'-0- 2--10" S-2• .. - - - 0.32 0.80 30 15119 10(2 FT.DEEP) 10/13 NOTES 14•-0' - e.v 13'-r - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS -' - - - 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL - - - 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS NAILING SCHEDULE .. I ,- - 110 MPH EXPOSURE B WIND ZONE -_ FIC D RST FLOOR PLAN - - - ,; JOINT DESCRIPTION NO.OF COMMON NAILS NO.OFBOXNAILS NAILSPACING .. . '; ROOF FRAMING: - - r - BLOCKING TO RAFTER(TOE NAILED) 2-0d 2-1. EACH END RIM BOARD TO RAFTER(END NAILED) - 2-16E 3lu - EACH END ' ©SMOKE DETECTOR wALL FRAmwc: « - TOP PIA4-TESAT INTERSECTIONS(FACE NAILED) 4 116d AT JOINTS ©CARBON MONOXIDE DETECTOR. - - _ - STUD TO STUD(FACE NALED) - - z-1Sd - z-lSd 24.0<. HEADER TO HEADER(FACE NAILED) - 1w 16d 16'a.c.ALONG EDGES :i FLOOR FRAMING: ._ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-BE -0.1Dtl - PER JOIST - - \ - - BLOCKING TO JOISTS(TOE NAILED) 2- - ,; 2.1 A EACH END « BLOCKING TO SILLOR TOP PLATE(TOE NAILED) 3.16E 4-1 Sd EACH BLOCK LEDGER STRIPTO BEAM OR GIRDER(FACE NAILED) 1lw - 4.1. EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3AE .- 3 lw PER JOIST n - BAND JOIST TO JOIST(END NAILED) 116d 4-1. PER JOIST • BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16d - 116d PER FOOT - .. .. �. - - _- ROOF SHEATHING' VVOOD STRUCTURAL PANELS(PLYV=D) _ RAFTERS OR TRUSSES SPACED UP TO W o.c. u - Iw 6'EDGE/6"FIELD - - RAFTERS OR TRUSSES SPACED OVER I6•o.c. 8E 1w 4"EDG-FIELD GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG eE lw r EDGE/6'FIELD - - - GABLE END WALL RAKE OR RAKE TRUSS _BE. - 1. T EDGEB-FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS Sd 1. 9"EDGEl4'FIELD CEILING SHEATHING' - GYPSUM WALLBOARD - Stl COOLERS - r EDGEIIO"FIELD ` WALL SHEATHING: STUDS SPACED UPT024--. SE lw 3'EDGEl12'FIELD '• - 112•&25132"FIBERBOARD PANELS eE - - 3'EDGEl6"FIELD ' - 112•GYPSUM WALLBOARD 5d COOLERS - r EDGEl10'FIELD FLOOR SHEATHING: - " WOOD STRUCTURAL PANELS(PLYWOOD) _ I-OR LESS THICKNESS Bd 1. 6'EDGE/12-FIELD GREATER THAN 1-THICKNESS lw Iw WEDGEI"FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC ADDITION & REMODELING FOR: ERRORSCTION.OR HEBUILIONS EFOUNDING NTR SCALE : DRAWING NO.: CJ ROAD - ''- THESE DRAWINGS PRIOR TO START OF t` 4J BREWSTER,ROAD - e .,, VNLLCONSBE RESPONSIBLE FORT ECONTENTTOR "�-"•.3 (� IN THESE DRAWINGS IF CONSTRUCTION 1/4" - 11-0II MASH PEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH.(5G08)274-1(166�f HALLETT RESIDENCEDE IGNER OF ANY ERRORS OR OMISSIONS. Fn/Y(JOu)539-J40G - TOF HESE OWN INGSNOTED.ANY QUIRESOTHER USE OF THESE DRAWINGS ARE SOLELY FOR THE USE DATE 18 EASTVIEW TERRACE, MARSTONS MILLS, MA ARCHITECTURAL REQUIRES PROTECTHE TION lAl CONSENT OF THE DESIGNER UNDER THE 11/23/2015 ACTO ARCHITECTURAL COPYRIGHT PROTECTION TYP.ROOF CONST. - -2x 10 ROOF RAFTERS@16'o.c. -5 W LOX PLYWOOD ROOF SHEATHING (SHED OORMER) 14'-0^ -ASPHALT ROOF SHINGLES 1tl-R - CONT.RIDGE VENT -15LB.FELT PAPER -11'HFR BATT INSULATION A 2x 8's�1R o.c. g SLOPED CEILINGS(R=98) _ -BATT INSULATION D A D \ a FLAT CEILINGS(A 49) -2 x 12 RIDGE BOARD AT ALLORAFTERH NDSCANE CLIPS 12 / \ \ �Se -ICE/VVATER SHIELDAT BOTTOM =z Z�' 1 4 1 I 5.5 / \ \ 3'R OF ROOF \ -PROP-A VENT BETWEEN RAFTERS °2 I RIVACYx TILED -NANO WASH BARRIERS HALFWALL SHOWER!22 / / \ \ -ALUMINUM DRIP.EDGE MASTS ---- ( E zx,D's 1R o.0 TOP OF PLgTE D M ° BATHRM. `f 12.8HDR. 11 K y , /// O2 GxY3PS OsOF TPR\ CONT.SOFFIT VENTSL1 DRW 26 BEDROOM #2 TYP.WALL CONST. NW G 3T,6 1.2.6STUDS@1Ro... i 2.t12'PLYROODSHEATHING Los 12 / MASTER \ \ I 3,6(R=2D)BATT INSULATION- MASTER ii 1 I m q.12 �"GYPSUM BOARD 12 BEDROOM \\\\ BEDROOM S.W.C.SHINGLE SIDING '-0'jl 5 �� 6:TYVEK VAPOR BARRIER \ \ 2'6'x 56^ JUST NEW WALL HALL - © ].6 MIL POLY VAPOR BARRIER \ ATTIC ACCESS THRU `may- I 1 LOCATION FOR EXIST. \ SECOND FLOOR I I EXIST.ATTIC © II PULIDOWN STAIR q•2' 2'E 6'e• b " TOP OF PLATE 9 tl2'I-JOISTS 1R o.c. TOP OF PLATE (4 'I 1I I L DN. L:CPE'_Nj .D M L' 1 VV BLOCKING UNDER - 33SS.F. III ___ b NEW ��O DORMER WALL W �'HALNGING 3 CLOS.-- BEDROOM #3 6c`\ &RAILING i NEWELrt_T_j ry © ii © LIVING STUDY - WALK-IN n © I I I CLOSET II ii II _ - 3'q•r EGPLYWOOD KIDS II II SUBFLOOR-GLUED&NAILED " FIRST FLOOR V r--- I STUDY SUBFLOOR h ACCESS I 2'JY 17 LF 1 1 II \\% 11 PIANEL I HANGI�1� 11 - tlli V IyI- _ 91n'I-JOISTs�tfi"o.[. OWN I y� 32 x 12 GIRT J I I CLO$. S"BATT INSULATION(R=30) _ _ II B B WALLS n VERTICAL BARS NEVv w CONCRETE FOUND. N W9 SEALER l.VERILL AT 36 o.c,a(1)HORIZONTAL BAR FULL TYPICAL31n•DIA AT-P.MIDDLE OF WA LB U BASEMENT STEEL ALLY COLUMN x X CONCRE W TEFOOTINGS I2gKEV A b G'CONC.SLAB WI (� _ 8 MIL POLY UNDER OP OF SLAB 11112- 2- 2"1n^ SECOND FLOOR PLAN CONCRETE F OTING . _ L—J CONCRETE FOOTING NOTE:DROP TOP OF NEW FOUNDATION (SHED DORMER) ' SECTION @ LIVING/STUDY TO MATCH NEW - - EXISTING SUBFLOOR,(VERIFY IN FIELD A2 IF REQUIRED). 14'-0• 35'-T 1q-S 14.1 1°'U' SOLI RAFTER IN HE SAYS 14'Hl' -15^ INSTALLSX.WlSIMPSONBP HD ANCEARING LATE 11AN RAFTER a CEILING JOIST BAYS (SHED DORM ) q8'PLACE WILTS THIN TN BPS FLEA H CORN PLATES A -FLOW ON ALLOW SPACE FOR AIR � 9" PLACE BOLTS WITHIN 8-1S OF EACH CORNER AND SOLID BLOCKING IN ' SOLID BLOCKING IN FLOW ON THE UNDERSIDE OF ROOF A TWOS SAY DE TWO ({ SHEATHING TO A B'MINIMUM DEPTH.BOLT LENGTH IS IT. A THE OUTSIDE 1YJ0 JOIST BAYS q8'o.c. - JOIST BAYS 1 I - P.T.218 SILL WI SEALER I - ❑ zz EXIST.BULKHEAD I L____— ANCHOR BOLT DETAIL I BEARINGWALL 2-2.1UHDR. I BEAM I 1, 12 GI T ® I� " ROOFTYPIC SHINGLASPHES LT T.I + L TEFL ILLY COWMNS I ROOF SHINGLES - ' 518^CDXPLYW SHEATHING NEW3Rx 30"x 12• 2,10 RAFTERS 154 FELT PAPER T-2" 6'-R CONCRETE FOOTINGS 7o I Eq 2 x 12 RIDGE BOARD _ I - - � Iq - SIMPSON H 2.5A HURRICANE CLIPS I I _ EXIST.GIRT _ WINOWASH I NEW9112•WOISTS 160.<. BARRIER - NEW 9 1l2^I-JOISTS 1R o.c. I I. 3'R WIDE ILEANATER SHIELD EXIST. ALUMINUM DRIP EDGE I I I I BOA DSTO FRIEZE, I I NEW FULL 1x3STRAPPING NO BOARDS TO MATCH MISTING I I BASEMENT BASEMENT 1IT GYPSUM BOARD I i I BMCOPOLY UNDER) 2 x B WALLS I I BASEMENT I I DETAIL AT WALL SCALE:1/2"=1'-0" _ .¢ - I -44 I ROOF FRAMING PLAN ---_______ NEW B"CONCRETE FOUND. A b 1.)ALL ROOF RAFTERS TO BE 2 x 1 O's WALLS&a41)HORIZON BARS Aq A AT36^o.1 (V VERTICAL BAR BAR b DRILL&PIN NEW FOUNDATION q A UNLESS OTHERWISE NOTED - AT roaa MIDOLE OF WALLS TO EXIST.FOUNDATION WALL e'x 19•CONCRETE FMTINGS 14• - TOP&BOTTOM 1°'0• 3'-0' eo" ;'i+' 2.)USE SIMP80N H2.5 HURRICANE CLIPS W 2 X 4 KEv SHED DORMER) AT ALL RAFTERS ENDS NOTE DROP TOP OF NEW FOUNDATION SECOND FLOOR FRAMING PLAN q•-R 3,)VERIFY GUTTER TYPEMYOUT EXISTING SUBFLQOR,(ER FYIIN FIELD FOUNDATION P LA N W/OWNERS IF REQUIRED). THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC ADDITION & REMODELING FOR: I ERRORS TION. HEBUILDINGCONTR SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF NSTRU 43 BREWSTER ROAD - NOTHESEDSPONSISE FOR CNTELTOR TI 1/4".— 1 -01. r WILL BE RESPONSIBLE FOR THE CONTENT I MASHPEE,MA. 02649 COMM ENCESWITHOUTNOTIFYINGTIO ( HA L L E TT R E S I D E N! E THESE ER OFANYVANGS ARE SOLE OMISSIONS. PH. SOH 274-1166 RESIDENCE THESE DRAWR NOTED SOLELYFOR HE USE DATE : FAX(50 )539-9402 18 EASTVIEW TER OFTHE0INN THE DESIGNER OTHER THE OF RACE, MARSTONS MILLS, MA THERE DRAWINGSREOUIRES THE WRITTEN y CONSENT OF THE DESIGNER UNDER THE A2 11/23/2015 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 3 ♦ ACE . - LOW PROJECT ,. - - • LOCATION PARCEL A2 EASTVIEW .. (P.9."6.97 P9 6-) TERRACE CMD0.4 - STOCKADE .FENCE POOL _. _ LOCUS MAP 96.n 97.I EQUIPMENT IIIIIF,-•,.'9',-,'m'',IIIIII'96.) WATER 00 97.0 - - NOT TO SCALE - FEATURE `ry 9).] CONCREPATIO TE 47 � 96.0 Y m - - - _ WALL 97., /n O q PP _ STONE ZONE., RF - _- .MAP 028, PARCEL 003 LOT 001 r - - -. LOT 2- FLOOD ZONE. X. -- 6.6 N/�' - Panel No. 25001 C0537J - (} Zqp 9zi - _ STBl3'N Y. d'A!ATNL "SBUZ",, IN PLAN REFERENCE. L.C. PLAN 19731-B DHIC(EN coop 9).5 _ - �. ^ 9 97.5 AIN PAVER 3.. CE ^� PAT10 9 ��. OT .. DES 9].6 DECKS - - - 9).) TEP .y LOT 1 96. rnND �U s 64,44Z.3' SF. 9).6 97.7 OUSE AB 9]. 9). 998E F• cARAOE QO 9e.o ADLW® F.F.98.SA - O WALK ]`5 'STING LEACHING - _ - o FlElp 2c� �fe 96.J� ``�� O y '"5O'° ;9 . GRAVEL °� -` GENERAL NOTES.•" smETL 1 9yi„ 1. HOUSE NUMBER. 18 , CB/DH „ 2. ELEVA77ONS SHOW ARE BASED ON NORTH AMERICAN WR77CAL DATUM(1988). ., 1 - �96.] FOUND J. LOT I:OI�ERAGf BY EXISTING STRUCTURES, 2,677.F./54,442 S.F. 4.92X 4. LOT COI�ERAGE BY EXIS77NG&PROPOSED STRUCTURES 3.021.F..154,442 SF. -5.55X 9).6 S17F IS R77HIN GROUNDWATER PR07EC77ON DISTRICT cF1No 9'95�•W WITHIN STATE APPR ZONE Il 1 6. SI7E IS OLED FOUND ENT ' - - .00 96.0 - VALK - -(50'WIDE?°.. PAVOA ;. ND - - r.- ) AC�IG•'. EDGE ..J - - SI7F PLAN - PROPOSED ADD177ON - RENCHMARK NAIL&CAP EL 95.44 - FOR y SPENCER &. MELISSA HALLETT 18 EASTVIEW TERRACE LEGEND MARSTONS MILLS, MA EMS77NG SPOT ELEVATION - Scale: 1- 20' .Date: NOVEMBER 11, 2015 -' PP_ EXISTING UTILITY POLE. evvewp CONCRETE BOUND WTH DRILL HOLE . Xarwick & Associates Inc. Y DRAW B#L.M;A,LIE DAM »1"1115 - - 20 0 10 20 40 - .+ 69 County Road Box BO> acnao er. sr�r T T North Patmoutt A-ass 0,855E (as DMC Ag1LE SS7MM91.Aq - SCALE:.?INCH 20 FEET (soa> ss9 - y�yy