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HomeMy WebLinkAbout0045 STRAWBERRY HILL ROAD - Health 45 qe STRAWBERRY HILL RD., Cj NTERVILLE t r llll � z Z UPC 12534 No.2�153LOR HASTINGS. MN 1 may. �. ... TOWN OF BARN,,(STABLE SEWAGE # i VILLAGE L"'` ! ASSESSOR'S MAP & LOT i0 3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY IS d t) LEACHING FACILITY: (type) _ �—'S"'� i �' `� G' (size) NO.OF BEDROOMS -3 BUILDER OR OWNER (i PERMTTDATE: COMPLIANCE DATE: i Separation Distance Between the: j f 1 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 wetlaAds exist within 300 feet of leaching facility) Feet Furnished by i ' 1 i � t i 9 1) f - iI 0 No. Fee $5 / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. ✓� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Apphration for Zigool *pgtem Con!trurtion Permit Application for a Permit to Construct( )Repair(x )Upgrade( )Abandon( ) O Complete System 0Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 45 Strawberry Hill Rd. N- Dunn AAssessor''s�1Map/,P�aarcel Centerville m W .r J=;`ameK O d k lilS Onl.NJ'e pt i C Service Designer's Name,Address and Tel.No. P 0 box 1089, Centerville Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 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 Sand Nature of Repairs or Alterations(Answer when applicable) New Tit 1 P—5 -,a nt if- sir s t e m, consisting of tank, D—box and 2 leach chambers with stone all around.. 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 17 ued by this Bo of Health. Signed r Date_)_'1?— L 2 Application Approved by Date Application Disapproved for the following reasons Permit No. '' Date Issued � �—�— No. `� ✓ Fee $5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: k � Yes PUBLIC HEALTH DIVISION -TOWN OFARNSTABLE,. MASSACHUSETTS r. 0(ppYtcation for Migogar 6pgtem Congtruction,permit Application for a Permit to Construct'( )Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's'Name,Address and Tel.No. 45 Strawberry Hill Rd . Dunn Assessor's Map/Parcel Centerville I aller's ame d ess,and Tel.N Designer's Name,Address and Tel.No. `gym. . Igo inson §eptic Service P 0 box 1689, Centerville Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria p ' 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 Sand. F i Nature of Repairs or Alterations(Answer when applicable) New Title-5 s P nt i'�sjra t e m, consisting of tank, D-box and 2 leach chambers with stone all around. Date last inspected: iAgreement: - " 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 d by'th Bo of Health. Signed Date �,9 2- 9 Application Approved by Date Application Disapproved for`the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS V Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (X )Upgraded( ) Aband ned( )by Wm. E . Robinson Septic Service at �5 Strawberry Hill Rd. , AC,enterville constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ""` dated Installer Wm. F. 'Robinson Rr.. Designer A- The issuance of this pe sh of trued as a guarantee that the s will functi,in as de ned. Date Inspector No. pee $5 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpool *pztem Con!6truction Permit Permission is hereby,gr ted to Construct( )Repair(X )Upgrade( )Abandon( ) System located at �`FF Strawberry Hill Rd. , Centerville and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 's/her duty to comply with Title 5.'and the following local provisions or special conditions. / 17, Provided:Construction m t be om ted within three years of the date of p rmit. / b v Date: Approved by ! � � )4 J 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) l William E . Robinson,SAereby certify that the application for disposal works construction permit signed by me dated concerning the property located at �� K�a,41!-Y H11.4, Rd. , Gentervi, , meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • e soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • (/rhc re are no wetlands within 100 feet of the proposed septic system o /There are no private wells within 150 feet of the proposed septic system •/ere is no increase in flow and/or change in use proposed 1��ere are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S.will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W.Elevation S*the MAX. High G.W. Adjustme:J&6 = o DIFFERENCE BETWEEN A and B SIGNED : �i �' �'`���-.�► DATE: [Sketch proposed plan of system on backl. q:health folder:cen :.�. . :' ,-, ����ti � � G�� � e /// �• �r J F 3 ` � � ti� r , \ CO:�i_li0Z\ -EALTH_OF MASSACHLSETTS b2 _ EXECLTIVE OFFICE OF E:�'VIR0I MENT F_�IP.� r DEPARTMENT OF ENMOINMENTAL P CTIC&.4 t� ONE nZ\TER STREET. BOSTON DLL 0210c r61" 9'•"�UiD rO TOftoP 1999 JDY COX:: �1fA(�t7� Secre:a-c ARGEO PALL CELLUCCI AID B STR'-*HS Governor 49 Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART A " CERTIFICATION Property Address: 45 Strawberry Hill Rd.. NameofOwner Walter Dunn Date of Inspection:C e• t y. jJv e r MA Address of Owner: Name of Inspector:(Please Print) m. E . Robinson Sr. I am a DEP approved s err!inspector rsuant to Section 15.340 of Title 5(310 CMR 15.000) Cm opany Name: Wm• E . Robinson Ieptic Service Mailing Address: P4 Box 1089, Centerville , Telephone Number: 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site swage disposal systems. The system: LZasses Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Q Inspector's Signature: i Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within thirty (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 Department of Environmental Protection. The original should be sent.to ttre system owner and copies sent to the buyer, if applicable, and the approving authority. NOTES AND COMMENTS Y� revised 5/2/9E. Page Iof11 _" ,.`�.,„ yj,'k _ '• ti .sled 0o Rec%,6rd Papa 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Icontinued) 'ropertyAddress: 45 ,Strawberry Hill Rd . , Centerville awnef: Walter'''Dunn Date of Inspection: INSPECTION SUMMARY: 7 Check 0A, B, C, o/ D: Y A. SYSTEM PASSES:s have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. C TS: B. S TEM CONDITIONALLY PASSES: ne or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon mpletion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y, N, or NO). Describe basis of determination in all instances. If "not determined', explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20)years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four 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 revised 9/2/98 Page 2of11 z r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 4 PART A CERTIFICATION Icoeonued) Property Address: 45 Strawberry Hill Rd.. , Centerville Owner: Walter Dunn Date of Inspection: i 2- 9- ? C. 17THER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: onditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the pblic health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMlR 15.303.(1)(b)THAT THE SYSTEM IS OT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYS M WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNC IONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE 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 soil absorption system and the SAS is within a Zone I of a public water supply well. The as a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The systi*,has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis 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. Method used to determine distance (approximation not valid). 3) 0 ER revised 9/2/98 Page 3or17 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM , _ PART A CERTIFICATION(continued) Property Address: 4.5 Strawberry Hill Rd.. , Centerville Owner: Walter Dunn— Date of Inspection: /�_ J D. SY TEM FAILS: You M. indicate either "Yes" or "No" to each of the following: I eve determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this d termination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded orclogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ Any portion of a cesspool or privy is less than 100 feet but.greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARG SYSTEM FAILS: You must i dicate either "Yes" or "No" to each of the following: Ttte following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public he Ith and safety and the environment because one or more of the following conditions exist: Yes N 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) The o er or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office f the Department for further information. revised 9/2/98 Page 4ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART B CHECKLIST Property Address: 45 Strawberry Hill Rd.. , Centerville Owner: Walter Dunn Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this / inspection. _ As built plans have been obtained and examined. Note if they are not available with NIA. The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. All system components, excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example, Plan at B.O.H. Determined in the field (if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) / It5.302(3)(b)I The facility owner (and occupants,if differeru from owner) were provided with information on the propermaintenaars-0f (/ SubSurface Disposal Systems. revised 9/2/98 Page 5ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION 'rop"Address: 4.5 Strawberry Hill Rd.. , Centerville Owner: Walter Dunn Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: ��f6 g.p.d./bedroom. Number of bedrooms(design): J Number of bedrooms(actual): Total DESIGN flow `/s-© Number of current residents: Garbage grinder(yes or no):Z—LO Laundry(separate system) (yes or noMZ 3- If yes, separate inspection required Laundry system inspected (yes or no) Seasonal use (yes or no):_,L. 0 Water meter readings, if available (last two year's usage (gpd): 1998 28, 000 gal' Sump Pump (yes or no): A d , 000 gal. Last date of occupancy: CO MERCIALANDUSTRIAL: Type f establishment: Design low: gpd 1 Based on 15.203) Basis of design flow Grease ap present: (yes or no)_ Industri Waste Holding Tank present: (yes or no)_ Non-san tart' waste discharged to the Title 5 system: (yes or no)_ Water eter readings, if available: Last da of occupancy: OTHE • scribe) Last to of occupancy: GENERAL INFORMATION PUMPING RECORDS and syu rce of information: a System pumped as part of inspection: (yes or no)/—, Q ff ye voflume pumped: gallons Re on or pumping: T Y P SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known)and source of information:42- ? 2' - -. �(. �✓j�� Sewage odors detected when arriving at the site: (yes or no) revised 10/2/9.c Page 6(if II • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 'ropertyAddress: 45 Strawberry Hill Rd.. , Centerville owner: Walter Dunn Date of Inspection: l� BUI DING SEWER: (Loca a on site plan) Dept below grade:_ Mate ial of construction:_cast iron_40 PVC_other(explain) Dist nce from private water supply well or suction line Dia eter C ments: (condition of joints, venting, evidence of leakage,-etc.) SEPTIC TANK:_ (locate on site plan) Depth below grade: Material of construction:_✓concrete_metal_Fiberglass _Polyethylene_otherlexplain) If tank is metal, list age_ Is.age confirmed by Certificate of Compliance_(Yes/No) Dimensions: Sludge depth: b Distance from top of sludge to bottom of outlet tee or baffle:�/L97 Scum thickness: O 4 1 Distance from top of scum to top of outlet tee or baffle:_ s! / Distance from bottom of scum to bottom of outlet tee or baffler How dimensions were determined: /G C 1Lt­/ 'omments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid jevel in relation to outlet invert, stru tural integrity, evidence of leakage, etc.) L- �� v 6�- 1 i� a t - GREJ4E TRAP: (locate on site plan) Depth be w grade:_ Material o construction: _concrete metal Fiberglass _Polyethylene_otherlexplain) Dimensiory ih Scum thic Hess: Distance rom top of scum to top of outlet tee"or;baffle: Distanc from bottom of scum to bottom of:outlet tee or baffle: Date of ast pumping:' T r, r Com ants: Ireco mendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evide e,of leakage, etc.) .f rev-4 sad 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART C SYSTEM INFORMATION(continued) ►rop"Address: 45 Strawberry Hill Rd..' , Centerville Owner: Walter Dunn Date of Inspection:/A^9- 9 Q TIG OR HOLDING TANK: /(Tank must be pumped prior to, or at time of, inspection) (locate n site plan) Depth be ow grade:_ Material f construction:_concrete_metal_Fiberglass_Polyethylene other(explain) Dimensio s: Capacity: gallons Design flow- gallons/day Alarm prisent Alarm I el: Alarm in working order: Yes_ No Date o previous pumping: Com ents: (co ition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOXL111/ (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage' to or out of box,etc.) PUMP CHA I (locate on si a plan) Pumps in wo king order: (Yes or No) Alarms in w king order(Yes or No) Comments: (note Condit n of pump chamber, condition of pumps and appurtenances,etc.) revises 9/2/98 Page 8ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 'rop"Address: 45 Strawberry Hill Rd. , Centerville Owner: Walter Dunn Date of Inspection: �� cq SOIL ABSORPTION SYSTEM(SAS): (locate on site plan, if possible;excavation not required,location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number:_ leaching chambers, number:,-2-- leaching galleries, number:_ leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Altemative system: Name of Technology: Comments: (note condition of soil, signs of hAdraulic failure, level of pondi�X.damp soil, conSfition of vegetation, etc.) AI LtiJ /2 ' C A T I a/� fY a ��i� y. � � �`3 4� CESSPOOLS:_ (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: ) )epth of scum layer: /' Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Comma ts: (note co I dition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materia s of construction: Dimensions: Depth f solids: Com ants: (note c ndition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) revise- 9/2/96 Pagc9ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 'ropertyAddress: 45 Strawberry Hill Rd.. , Centerville Jwner: Walter Dunn Jate of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (locate where public water supply comes into house) 3b AD i 1 '5 ,s g -- Y ? revised 9/2/9R Page 10of11 • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ropertyAddress: 45 Strawberry Hill Rd.. , Centerville Owner: Walter Dunn Date of Inspection: NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow. Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater L Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site (Abutting property, observation hole, basement sump etc.) Determined from local conditions Checked with local Board of health _Checked FEMA Maps Checked pumping records Checked local excavators, installers Used USGS Data Describe how yo established the High Groundwater Elevation. (Must be completed) 07 revise,: 9/2/98 Page II of II TOWN OF BARNSTABLE �\ LOCATION �� <��' � A/1 1.) �� /l SEWAGE # VILLAGE C +` ! r ASSESSOR'S MAP & LOT-42 --03 INSTALLER'S NAME&PHONE NO. ?0 SEPTIC TANK CAPACITY /S LEACHING FACILITY. (type) —_ (size)NO.OF BEDROOMS .3 BUILDER OR OWNER L?✓ �'/�' !i PERMITDATE: / 2- `7-- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leach/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 wetl4nds exist . within 300 feet of leaching facility) Feet Furnished by _ _ E C � _ �12zi"S i �\ �l �� A�/� ,.-,� a � ` b ; � � /� _ �... l I � `1{ '� ` lI ��... ..__..,..j. 1 { '� ..r--� I No.---- ®- ••••--- t Fps.. .... /.... THE COMMONWEALTH OF MASSACHUSETTS � . BOARD OF HEA TH '��yj Z01, ... ...........o F ... - .......................... -for Uhipoii t Workii C ongtrurtimn Vrrntit 4 Application is heree `made for a Permit to Construct or Repair an Individual Sewage Disposal � PP Y ( ) P ( ) a P Sy tem at --••-•••--•--•-----•- ••••• ................ .................................... •.--•--•-•-----•-•-•••...-•-•---•-•---.•••---•-•-•-•••-•.-------•---•. ................... Location• ess or No. Owner Ad-ess a .......................... ....- f�-.1�-r"! •--••-•••••-••••••-•••••••-••--••-• •--•-•••••..-.-..--.-•-••••-•••••••••- ••..•......--•--••••-••-•••••--•-•-•••••-.. Installer Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) C14 Other—Type of Building --.-_---------------------- No. bf persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ---...._-------------- o- • --------------------------------------------------------------------------------------------------------- W Design Flow-.-....-Zd---a.............................gas per person per day. Total daily flow........................................----gallons. WSeptic Tank—Liquid capacity._l71"gallons Length................ Width-------- Diameter................ Depth---.-.-.-_.._. x Disposal Trench—No. ------- .... ------------------- Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No.---. A =1)ia eter-------------------- Depth below -nlet-----.-------------- Total leaching area--.-..__._------_sq. ft. z Other Distribution box ( ) Dosing tank ( ) ov , 7 aPercolation Test Results Performed bY........................................................................... Date--••-•--------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of "Pest Pit...-...--.-....---.. Depth to ground water.-.---------- .......... fs Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water......-.-_---.------.__. B - ----------------------- Description of Soil--- ; !ems /�'�`'' N.-ic. --------------------------------- W VNature of Repairs or Alterations—Answer when applicable................................................................................................ ---------------------------------•------- ----------•-------------------•----•-----------------•-------------•--------------------------------------.--•------------------------- -------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b= issued by the board of health. Sig ;d-.- - ----------- ................................ Date Application Approved By....... -4 ••` "z a1 - Date Application Disapproved-for the following reasons: •--...--•••---•...•••-••••-•--•.-........•--•----•-------•••..•..•-•---------•----.....-•-•--•--- •--..-.-..-•-..-.--.•-•...•.•--------------------------------•-•-....-------------•-------.-•...-••-•-•--.----.-..------------------•-----------------------•-•------------------•-----------.......•---- Date PermitNo......................................................... Issued........................... ............................ Date ~ -------------------- - G` No.......D ------- Fica...1�'.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD .OF HEALTH ..._..... -- .OF......... ..�.iL�►�/�..-.................. Appliratinn -for Uhip vial Worko Tonotrnrtion Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal SyXtem at: S / `L Location• r''e//ss �-7�- �( or No. ........... _(2� ��---�...... Y .!..............................f / �� 7—........... A ss~W/�/ ....................... Installer Address UType of Building Size Lot............................Sq. feet .-, Dwelling—No. of Bedrooms.._______Z'' ..........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons.._________________-._-__.__ Showers ( ) — Cafeteria ( ) Otherfixtures -----------------------•-------------------- -----------------------•-------------------------------- W Design Flow-------7�-7)...........................gallons per person per day. Total daily flow.................__.............__...._.._..gallons. WSeptic Tank—Liquid capacity.-I rrz gallons Length---------------- Width-------..-...... Diameter................ Depth----_--_-.----- x Disposal Trench—No...................... Wjdth-------------------- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No.....1. tDia�ter..._.`-f------------- 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 "Pest Pit------------ Depth to ground water..---.---_-.._-._-.__... (14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--.--._--__-___.--__..-. G Description of Soil-- ------Q Gf� � - �p j x ----------- T - - ---------------- - ------ U W U Nature of Repairs or Alterations—Answer when applicable.----------------------------------------------------------------------------------------------. ----------------------••------.-----------------------------------------------•-----------------•----------------•---------------------•-------------------------------------------------------....-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b en issued by the board of health. Sig d_ c G,��� �•� Dfjr�--v �,-.I......................................... � Date Application Approved By - 1�r/!� -_.... ----7.-(/, -------•-- Date Application Disapproved for the following reasons----------------•------------------------------------------------_--_..----------------------------------------- -•-••••-•••-••---•••-------------•••-------•-----•----------------------••------••••--••----•-••••••--••..-------•-••---•-------•-•-----•-----•-••••----•-......------------•--------------------•-•-•-- Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EALTH i1-(Lk! ..........OF............... ..................I...................... Tutifirate of TlImplittnrr T 'IS IS Q C R" IFY, That the Individual Sewage Disposal System constructed (�r Repaired ( ) by------- .•--- I = P ='f _ t/ ller at--•- tiJ' (. .. �----..�'-`u�c-• • ` � lv�l. has been installed in accordance with the provisions of A 4 e XI 15e State an Istaitary Code as described in the application for Disposal Works Construction Permit N ._74 .._ -- -_--T'-------------- dated-------4 _-_2--- ...74 -,------- THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION S TI FACTORY. DATE.......Z/.... --....... ..... .............................. Inspector--- ----- •--•---------•---------•--•------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH 7.. .... j -�. Yl..........OF......V� . .......` _4,1 ...................... No. ... •-•--- 7 FEE /�ff Binvn j Vrrmit Permission i�s . to Constr or air ( ) iri'Individual Se a.e Disposa ystein atNo. -------------•-- ------------------------------------........................ ,treet as shown on the application for Disposal orks Construction e it N Dated____ ------ vl foa d o`f Health =2� DATE----••-------------------------------------------------------------------------- / FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS OF RfCHARD �+ A. . BAXTER Sr�p su 1 = 4o ATt -WV(A,i"V rN. -' Z OAII,A,) G.9 kVs 4 f r//E' Tv(x v BAec/sTt� E PLAQ 800VL 703 P4&C 133 X�4 T,E S�2//�G 0✓ c.--*�'t— �Xx�'`,�,'.. $4\'4TEfd S Q'(E WC. 05TL4JtLLG MASS. i i P� I O<p MAP 246 0�0 OCUS-"� o PCL. 179 CENTERVILLE A CRAIGVILLE BEACH ROAD' S 75'5742„ yz f(' 247 36 Z � Z 00 �� N G MAP 246 LOT AREA N ROAD PCL. 232 61,777f S.F y (1.42f AC.) OQ LOCATION MAP PROPOSED GARAGE h gyp, Qi OWNERS OF RECORD: KEVIN M. & NANCY P. O'NEIL do QgG�` 45 STRAWBERRY HILL ROAD 154'.* ��o �2 CENTERVILLE, MA 02632 32 f REFERENCES: J DEED BOOK 28420 PAGE 310 p ^� DEED BOOK 28420 PAGE 310 :W EXISTING SEPTIC TANK 3 r PLAN BOOK 654 PAGE 93 ^� DWELLING 1 o ASSESSORS MAP 246 PARCEL 38 o #45' MAP 246 oLfACN ,vN THE SEPTIC LOCATION SHOWN ON THIS PLAN IS PCL. 235 2 EA/�G c AREq } AN APPROXIMATE LOCATION BASED UPON TOWN E OF BARNSTABLE BOARD OF HEALTH RECORDS. W 3 Q SW/MM�NI /V 7 57.57' 76.02' MAP 246 W POpL c s 5540" w S 78 53'2D SITE PLAN OF LAND IN 3 PCL. 237 WEST HYANNISPORT o MAP 246 BAR N STAB LE, MA. "' o PCL. 37 PREPARED FOR: tv 75.51,40.. w 1 KEVIN & NANCY O'NEIL 2p.001 SCALE 1 = 50 MAY 23, 2019 �. OF M4PCL. q I 36 ` ` GRAPHIC SCALE IN FEET tN JO. a� 1 50' 25' 0 50' 100' DEMAREST,JR. N ' q No.3685914 ? DEMAREST LAND SURVEYING 'Q0 S 0 338 MAYFAIR ROAD } SOUTH DENNIS, MA 02660 508-364-9049 DATE H Z. DEMAREST ".S. ' FILE=14027SP.DWG STAMP: C,y b6 '5q s I1111 o --_ Ld in- - __ J Ni Q ^Z A 0 x t6 N m n z Q I O W O ADDDITIOI� & RENOVATIONS U Q TO Q z a w THE O'NEIL RESIDENCE O o _J z w = w GENERAL NOTES (see also Project Specifications): 6. Existing surfaces disturbed during the course of the Work shall be reconstructed and ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS � O � � _� finished to match adjoining surfaced. Patched areas shall be finished in such a rt (J �Y as to provide visual and structural continuity across the entire affected surface.manner As. ANCHOR BOLT JOINT rr-�9— NORTH ARRO# T-1 TITLE SHEET —I AF.P. ABOVE FINISH FLOOR LAW LAB BOLT 1 1-� 'i 1.The deneral donditionO state that the Contract Documents are complimentary. 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of ACT AdOUSIdAL THE LAM. LAMINATE OEfON INDICATOR-LETTER D-1 DEMOLITION FLOOR PLAN W W ALUM ALUMINUM uv. LAVATORY IN TOP HALF of CIRCLE INDICATES elements as pert of the Work shall be filled end finished to match adjoining construction. - AN OD MIOBMD L LENdn' ^ A-1 PROPOSED FLOOR PLANS z m Ld 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site a AT MFR MANUFAdNRER 1`zi%-P THD dPFXJInC 9ENE NH. THE NUMBER z and establish existing elevations. Elevation of finished floor shall be established by 10. Except as provided in the Documents, no structural member or element shall be cut ;1" BASEMENT M.O. MASONRY OPENING AND LETTER IN mEe BOTTOM xAlr A-2 ELEVATIONS BR BRUMIN.Us MAT. MATERIAL INDIdATEO THE DRd.ON'Mid. Architect with elevation information provided by Surveyor. without written approval of the Architect. The dencral dontractor shall coordinate all Bu BLodK MAX 9-9.9 THE SECTION APPEARS A-3 ELEVATIONS/SCHEDULES O O Q z 3.The dencral Contractor to responsible for all the work. cutting and shall advise the Architect of any potential conflicts with new or existing Bud Blodlaxtl MECH. MECHANWAL ,eat NEN Sear ELEVATION ,I SECOND FLOOR FRAMING PLAN/ F— w P Bart B.11 inn. WnMeM A—`F alru tune. +55r EXISDNQ SPOT ELEVATION A. Build and install parts of the Work IeveL plumb;square and in correct position. ao.Y. BOTTOM OF RAU, N. MOUNTED NAILING SCHEDULE W U I� B. Make joints Light and neat. if such is impossible,apply moldings, sealant or other It. Demolition work shall only be carried out once all temporary Shoring and bracing to in BL BEAM N0 NudeER 1i+s NEW NrouRS A-5j ROOF FRAMING PLAN/ Q = (n BLOB BUIIDINd NOM. NOMINAL ^�+g E%I Ntl dDBTODR joint treatment as directed by Architect. _ piece. Removal of all temporary Supports shall be completed only after new work is secure dFr dARPEr ILL Nor IN CONTRACT LEVEL LANE OR CROSS SECTION f— dSMT CASEMENT' N.T.S. NOT TO SCALE d. Under potentially damp conditions, provide galvanic Insulation between different and complete. OR dAULX(INo, 0.d. oN detnEE *DRKINd POINT /� metals which are not adjacent on the galvanic.scale. din d.uNd ON OVERHEAD COIIIMN tlODRDINATES u J 12.-All materials, equipment and workmanship shall conform to the requirements Of CLIO dlaoer OFNd. OPENINE 0 REFERENdE0 dRiD LINES D. APply protective finish to parts of the Work before concealing them. For example, g jurisdiction Fan FAINT Q d- authoritieS having Isdietion of the Work. dot dOLUMN ' paint or tops, bottoms, gleming stops,glazing rebates.and hardware cutouts before OonO. OONtlRLTe - Pro PUNTED 101 ROOM NUMBER ging o g p g per v equipment comply pa $ y Q. dondRels MASONRY UNIT FnL PANEL hen doors, and paint c rrodible mounting later before installing is over them. 13.All materials and a ui ment shall coin i with the Occupational afet and Health Act, FART. PANEL, OI DOOR NUMBER E. Who re accessories are a uired in order to install parts of the Work in usable form includin all amendments. donsr. doNSnludnON r q g dONT. d.NnNU.g FL PLATE O MINDDF TYPE end to make the Work perform properly, provide such accessories. If special tool. CJ OONTR01./ONSTR.JOW Pus. PLASTER to maintain, dust and products.provide them. 14.All materials and equipment shall conform to the requirements of authorities having OTSK OD=ROUNX P.LAM. PLASTO LAMINATE 1 requiredare adjust repair P P BIT. OETAD. Fled. —Ifivad Ltl tAu.TYPE F. Follow manufacturer's instructions for aSoemblin installing and adjusting jurisdiction regarding not using or installing asbestos or asbestos-containing materials. g• g 1 g Products. DIA DIAMETER PI,YPo PLYEOpD INTERIOR ELEVATION TITLE: Do not install ma y paint used on all Dui DNENIft. P.T. PRESSURE TREATED - products in a manner contrary to the manufacturer's instructions 16. All products and assemblies shell conform to A.N.S.1.ZBB.L not DOOR q.T. QUARSY nu Q NUMBgRs utDIQATE ELEVATION not authorized in writing b the Architect. Specificationd for Peinto and OoaUn S Accessible to Children to Minimize Dry Film Toxicit DH DOUBIPHUNd Rsq'D SegagsD QL`3j'9 NUMeFR a LETTER INOIdAIES g Y g y' THB DMRaO kHERE THE DRYR DRAIYER REP. REYIOERATOR - d. Adjust and operate all items of equipment, leaving them fully ready for use. la. All warranties, guaranteeg end service maintenance agreements Shall commence on the antis) DRAMKO(0) Rev. a"xINS ELEVATIONS ARE LOQATED H.The division of the Documents Into Architectural.Otructural, Electrical, Mechanical, OF DRIHKWdd FOUNTAIN R MOSS REVISION MARX Plumbing and Civil components is not intended ee division of the Work by trade or date of flubotentlal Completion of the Work or of the item being guaranteed, whichever Is DR DISxaMHER RD —..IN later.so that the Owner may receive full use of the Item for the guarantee or warranty eiEd ELWMd(AL) RM. ROOM QONdREYE-PLAN OR dE&ION otherwise. EL eIEVATION R.O. So.."oFM'Ntl COVER SHEET period. 'LEV. ELEVATOR SEdr. SEdnON I. Provide utility Installations from tot line to house including underground electrical. BIuoK-FUNS OR SedrtoNS We telephone and OATV to comply with all local codes and requirement". 17.dENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUdTION: eMRS EMERQENd sdHED. adNEOuE CONCRETE g.E p requiremen Eq EDVAL sped, sFEdlndAnoNs J. Concrete Shall have compressive strength of 3000 psi ®28 days for walls and A.Seal cracks and openings to make the exterior akin of the building tight to water and E6. !olAd sL Smeudw PUNS OR�EdT10Nd 3500 psi ®slab work, and reinforcing rods&woven wire fabric (WWF) per drawings. air entry. exd. 9r0. STANDARD PLYsooD eJ FJIPANSION JOINT sAF SNEIleP016 Where noted, provide hard Steel trowel finish on Set,.l B. Provide adequate blocking, bracing, nailer0, fastenings and other supports to install ExP �0�° Sn. STEEL ® STEEL uEtle SCALE Dampproofing Shall be factory manufactured semi-mastic conaistency from asphalts parts of the work Securely. Blocking, bracing.nailers, fastenings and other supports Fat FINISHEDEXTERIOR SUSP. SUSPENDED °g PP° nn FINISHED TxX nud. ® ROudx wYml and mineral fibers.and installed eon all wails and footings. shall be of a type not subject to deterioration or weakening as the result of - FA FIRE ALARM tse TOPeeoTTDM ® flMSH wMege .DATE ISSUED: Piers for decks Shall be concrete filled Sonotube forms. environmental conditions or aging. F.aa FURNIsxm tw oMNeE Ted Toxdurw—VE FE nEa exTDvtlulpxeS raF. TOP of FOUNDATION - 12/22/2013 FL n C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes nORONd) T.O.A. TOP OF*ALL aSUunoN-wQm 4.The deneral Contractor shall verify all dimensions at the site and shall notify the FLUOR nuoaeSdeNr any pantie proceeding purchasing and other products pass through or are being removed from exioLing construction. pr rooT T �'0 ® IN9uunoN-BATT REVISIONS: Architect of discrepancies before di with the Work or urchasin materials TYF. TYPINIO D. Provide chases. furred aPeceS• trenches, covers, pits, foundations end other .- eld. FOUNDA axon, UNnxISxeO gAgrR r equipment. Verity critical dimensions in the field before fabricating items which moat PNp. FOUNDATION v,LP. VERIFY IN DEID -- j ° construction required in conjunction with the Work. If such construction Is not PURE TURRED(INC) Y fit adjoining construction. vIN VINYL COMPACT QRAVeL - shown on the Drewing9, coordinate with Architect for sizes and placement. ° dAs vdr won doMPosmoN ins - 6.All details aretypical unless otherwise noted and are not necessarily shown In the E. Provide and coordinate access doors and panels as required for access to a ui ment atv. dALYANi¢ED 'Rd won RALL C°vEwNd -- ReLOED o1Ss Mesx Y Y P 9 Q P etl tlENeRAL dONTItACI°R •C MATER CLBOET Documents at all locations where they occur. requiring adjustment. Inspection, maintenance or other access and as required for access CL CLASS/tluzlnd - R vIDE/,AIDTH PROPERTY LINE to spaces not otherwise accessible, ouch no attics and crawl spaces. cS tlwDlBtl ♦Tin 8.The Architectural Documents govern the location of all Electrical and Mechanical items GYP.BD. OrPSuY BOARD >•�O RrmOUr CENTER ME installed as a pert of the Work. F. Check Drawings and manufacturers'literature for requirements for Doses, pads. end xpeD -HARDBOARD ♦.w.M. REEDEU*IRE MESH other supporting structures. Provide such structures. Remove supporting HOKD SA ppor g sporting structures LID R000 7. a. Existing items which a e not to be removed and are damaged or removed in the course associated with removed equipment and patch remaining Surfaces. xvAO eN,ux COXDRIONutO e of the Work shall be repaired and replaced in like new condition without coot. d. As part of one year warranty specified in the General Conditions, repair cracks and HD11R —Nd0$`ae. other dame which occur as a result of settlement and shrinkage during the first NA. xOItlOT DRAWN BY: _ s ago s g g year „r. „MRORM�� DRAWINGS ARE PROJECT A Etter Subst I.iat dompletion. INSDL IRsULATION 18. All work shall conform to the applicable sections of the Massachusetts State Building JT JOINT #' Code. Eighth Edition. For residential projects, particular attention shall be paid to dhapter REPRESENTATIONAL ONLY ---- 36 - One&Two Family Dwellings, especially Table 3606.2-3 "Fastener Ochedule for Structural DO NOT DRAWING NO.: E� Members"and dulde to Wood Frame Construction 110 mph in high wind arena for One& ' $s Two-Family Dwellings. I' SCALE J s DRAWINGS T 1 f � I ry L STAMP: ra FS tt o fx 0 t I; s DECK x 0 n V) o I � Q Ln> W W I�N zcn �z C) X o s I BEDROOM Oj in m� k n DECK o a DECK- M. BEDROOM w I" cn CLO z Q Ik CLO 0 w O O O (1 LE I�. U orf . NOTE: OUTSI DE I— GC TO SAVE ALL DOORS SHOWER Q z Q I w J MUD ENTRY r 0 _ 3 \`JYA D W J WED PLUMBINr I 0 Q:� —J . ------- 00 M. BATH CLO j J w m LLB DD 0 Q 0 D CLO ~ L=1 U Ln DN. - Q j KITCHEN I NEW O _ TITLE: d 2-Ia z9}° LVL — I - HEADER OO LIVING R'1 IlTH[3 _ DEMOLITION DPLAN PORCH DATE ISSUED: 12/22/2013 REVISIONS: t _ INDICATES WALLS, DOORS, ETC. TO BE REMOVED DRAWN BY: s r"ILFIRST FLOOR DEMOLITION PLAN PROJECT #: a DRAWING NO.: �S 8 D 1 4g 3y Ra L r STAMP: 3 r" o �� � G3 DECK A A 4--II" 2'-4" 8-I" B-I}" O un - W CUBBIES p 3" 3" o j m ej FOLDING p J� COUNTE 2' q�' W Uj ' /CAB. Q N 9 REUSE ABOVE CLO Z W CLO I i o3 O i BY-FOLD g _ c'j N m r DECK ' o LAUNDRY SINK M. BEDROOM DECK _ BEDROOM 2 v o rj MUD M. F BEDROOM 3 ry of HANGER PULL DN. i STAIR ` I AREA O - I CLO `REUSE �__.______ EX. 5' n PANTR � Ex. DOOR i � � TO REMAIN BY v z W _ i_________ + O FC.� S 6' W < W O 9 72" CO 2'-4" OUTSIDE U a�WH7 .' E DOOR WAS RREMOVED 3�_B" SHOWER 3'-7° o O ~ z I¢ --- 36" RAILING _ _o Q W _j Q O - LIN. FOYER n CENTER OPEN TO BELOW DN. ---- - OVER 5 SH O f{5 OVER ® REUSE z -' i EX. 30" w LiJ DOOR J Op .s 42" VANITY UP W LL B O M. BATH CLo BATH �o J w CLO AA �--� O O O A o o A A ~ bi w p- U V-3' W-11Y 0 C) I--- Ln DN. Q KITCHEN LIVING RM. I 0 V - 0 TITLE: IIo I - 00 ATH O _ rJ� FLOOR PLANS PORCH t DATE ISSUED: 12/22/2013 REVISIONS: INDICATES NEW WALL CONSTRUCTION NOTE ' THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURP05E5 ONLY. PROPOSED S ECON D FLOOR PLAN CONTRACTOR 15 TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING 3 CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT ALE:/4"-I'-0° PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN DRAWN BY: ---- PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND § APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS PROJECT #: s PRIOR TO BEGINNING OF CONSTRUCTION. =g PROPOSED FIRST FLOOR PLAN DRAWING NO.: .§ 5CALE:1/4"-I'-0" A 1 3� 8� R' L r STAMP: 9 DOOR SCHEDULE DOOR SIZE 12 SYMBOL Manufacturer Model NOTES CCU WIDTH HEIGHT 5 ASPHALT SHINGLES TO MATCH EXISTING 01 TO MATCH EXISTING -- 3'-0" 6'-8" 02 TO MATCH EXISTING -- 2'-6" ALUM/GUTTERS ON 03 TO MATCH EXISTING -- 5'-0"Ix FACIA BD.EXISTING TO MATCH E 04 TO MATCH EXISTING -- 2'-6" T 05 TO MATCH EXISTING -- 2'-6" _ o 1.5 FRIEZE BD. ----1--I 06 TO MATCH EXISTING -- 2'-6" 6'-8" -- n 1T1II Ix WDW TRIM TO MATCH EXISTING - I I--��___ WEAVE CORNER SHINGLES h I..._ -- OVER ICE 6 WATER51-1IEL5 �. WC TO SHINGLES �Y CH EXISTING P X.OUTSIDE XI o I il�_fl� IIr��flp' I SHOW R I ��� 1 -_--- ------- WINDOW SCHEDULE z� MZ I SIZE o z ^w I x SYMBOL Manufacturer Model TYPE NOTES C' �O� WIDTH R.O. HEIGHT R.O. m w N g A ANDER55EN AN281 AWNING 2'-8" 1'-9" -- ' a V B ANDERSEN TWI5310 DEL. HUNG 1'-10 1/8' 4'-0 7/8" -- t SHEAR WALL SCHEDULE C ANDERSEN TW2542 DEL HUNG 2'-10 I/8" 4'-4 7/8" - i D ANDERSEN CTC3 CIRCLETOP 6'-O 3/8" 3'-2 3/4" rZFRONT ELEVATION PER WFCM 110 MPH EXPOSURE B WIDTH = 24'-2" LENGTH = 32'-10" ASPECT RATIO (L/W) = 1.35 FULL LENGTH0 z Li 0 SHEAR PANELS If PER WCFM 110 WINDLOAD GUIDE. U 43 WIDTH PERIMETER NAILS- . @ 6" O.C. PER TABLE 10 46% FOR �" SHEATHING w/&d COMMON NAILS Q Z FIELD= 8d @ 12" O.C. J Q LLj CC 23%x33,.-O"=T-B" REQUIRED O Q = G LENGTH PER TABLE II 23% FOR �' SHEATHING w/Bd COMMON NAILS Z W W W J S � 0 � -J � ~ J w > w z z mL ROOM FINISH SCHEDULE 0 0 Q z �_ w ROOM FLOOR BASE WALLS CEILING REMARKS _L.LjI-- NORTH SOUTH EAST WEST C) HARDWOOD FLOOR TO MATCH TO MATCH EXISTING - Q LIVING RM, EX15TING GWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD Q Lf 2ND FOOR BATH CER. TILE CER. TILE GWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD BEDROOM 2 CARPET EXISTING MATCH GWBGWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD 12 BEDROOM 2 CARPET CER. TILE GWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD +5F TITLE: MUD RM PATCH 4 REPAIR TO MATCH GWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD EXI IN EXISTING LAUNDRY PATCH 4 REPAIR J" SPEED GWB - PTD GWB - PTD GWB - PTD GWB - PTD GWB - PTD 45" H BEADBOARD EXISTING BASE WAI RAIL SAND N05INGCOT R ®® ® ELEVATIONS/ OAK STAIR TREADS ABD 2ND FLOOR LANDING ' SCHEDULES WEAVE CORNER SHINGLES OVER ICE 6 WATER5HIEL5 FLAIR SHINGLES 111111 - 12 DATE ISSUED: 111111 1 1 ms 12/22/2013 II��--5577 REVISIONS: _ �l q . ❑ COOT. �INp CROWN MOULD- 4 g — I I G S DRAWN BY: s PROJECT y: M DRAWING NO.: u� PERL WCFM 110 WINDRLOAD GUIDE. 3s FIELD- @ 6"O.C. a �1RIGHT SIDE ELEVATION FIELD=0°=@ 12, REQUIRED Rg SCALE:/4"-I: "gyp"- A 2 LO r STAMP: I. 12 +5� --- I 9 _ 3 —---- — -- O �h El U7 0 I 1 J� � 11 _— - -� = Z IZ L- u -------------- --- - --- o w CD 0 O E mN m�; P LJ O w y 3i 0 d}i 'i NOTE: RAILINGS, AND F3 DECK SEATS NOT SHOWN FOR CLARITY - - FL Iq 2EAR ELEVATION J/ !f Z Q � O w O i= O rz i Q W J Q i > O .= z W W rk cl� O J __J > LLJ Z W m z � 0 o Qz E— m W 12 t5F, o Ln Q TITLE: .. 12 +5� ELEVATIONS om DATE ISSUED: 12/22/2013 REVISIONS: g LEFT SIDE ELEVATION DRAWN 6Y: ---- b PROJECT #: ---- �? DRAWING NO.:. =5 R'u L r STAMP: 110 MPH EXPOS MIND ZDNE GENERAL NAILING 9CHEDLLE Numberof Number of Box Joint Description Common Nails Nails Nail Spacing t fioof Framing c Blockng to Rafter(Toe-nailed) 2-8d 2-10d each end Rim Board to Hater(End-nailed) 2-16d 3-13d each end —r - - ---- Wall Framing PROVIDE SOLID BLOCKING @ 45"O.C. - - --- -- — Top Ratesat Intersections(Face-nailed) 4-16d 5-16d at joints FIRST ND WALL-TYP.JOIST SPACES 3ud to 3ud(Face-nailed) 2-16d 2-16d 24"o.c. a - FROM END TO MEET CODE REQUIREMENTS _—_ _ _—_—_ _ _—_—_—_—_—_—_ Headerto Header(Face-nailed) 16d 16d 16"o.c.along edgeE o n -- _ —_-- ------_—_--_ FborFaming N a d _—_ _ ° _—_—_ _—_—_—_—_—_—_� Joist to�,To Plate or oe-nailed) 4-8d 4-10d v CONT. Ia xll LVL P (r ) perjol$ r+l RIM JOIST Blockng to Joist(Toe-nailed) 2-8d 2-10d each end N j — - ---- -- --- o Sockng to 311 orTop Rate(roe-nailed) 3-16d 4-16d each block _J W N -- -- - ----- ---- -------- , a Ledger3rpto Beam orGrider(face-nailed) 316d 4-16d each joist z n n�Z _—_—_—_—_—_—_ Joist on Ledgerto Beam(roe-nailed) 3-8d 3-10d perjoist o Z Xw N a Band Joist to Joist(End-nailed) 3-16d 4-16d perjost C o _____________ m N Band Joist to 811 orTop Rate(roe-nailed) 2-16d 3-16d perfoot LO o — --- = Roof 9ieathing II a Wood 3r Panels —-—- rafters ortrussesspated up to 16"o.c. 8d 10d 6"edge/6"field rafters or trusses spaced over 16"o.c. 8d 10d 4"edge/4"field gable endwall rake or rake trussw/o gable overhang 8d 10d 6"edge/6"field V) Q I gable endwall rake or rake truss w/structural outlookers 8d 10d 6"edge/6"field z Q IILVL-s -- - - —{ gable endwall rake orrake trussw/lookout blocks 8d 10d 4"edge/4"field Q W Q �TYP. Ceiling Sneathing F-- U D_� 0_' Gypsum Wallboard 5dcoolers 7"edge/10"field Q. W J Q J �G 4 4 Wall 9 eathng Wood Bructural Panels (n = studs spaced up to 24"o.c. 8d 10d 6"edge/12"field LLJ Li Li DOUBLE 1/2"and 25/32"Fiberboard Panels 8d" - 3"edge!6"field O J RIM J015T 1/2"Gypsum Wallboard - � 5d coolers - 7"edge/10"field Roor9ieathing W Wood 4ructural Panels LJJM LLJ 1"or less 8d 10d 6"edge/12"field z Z 3: F-- greaterthan1" 10d 16d 6"edge,/6"field O O Q ", LLJ � LLJ U "Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted,check IEC foradditional requirements U� Nails-thlessotherwise stated,siesgiven fornailsare common wire saes BDxand pnuematic nailsof 4 4 Er equivelent diameter and equal orgreatertength to the specified nailsmay be substitutued unlessotherwise €' prohibited. TI TLE: SECOND FLOOR FRAMING PLAN DATE ISSUED: 12/22/2013 r�J ,/ SECOND FLOOR FRArlING PLAN REVISIONS: 5 R � 4 DRAWN BY: r y. PROJECT #: � e T DRAWING NO.: g� 44 y '-,g — r a STAMP: f .. F M 2x10'S @ 16" O.G. o N Y � x i L �I _�lljljlllllllll� IIIIIjI �,L_1� 0 6x W W> Z U) MZ ; — I I I I Ili I II I I.�------ i a ,Z ' �(D 00 12x12 RIDGE BD. ( ------- C6 m� — --- �-- 1��— — --- — �� a is — — — — _ 2x12 HIP RAFTER_T P. 0 1 cn �4 j j I I j I j ���'; o J 1 i ocn = TYPICAL ROOF CONSTRUCTION W Li CON'T LL ASPHALT SHINGLES ON / J V CON'T RIDGE VENT 15t BUILDING FELT ON - O J [ - 1/2' CDX PLYWD. 2.12 RIDGE BD. 2x10 RAFTERS @ 16" O.C. w/ y J 12 SIMP50N 42.5 CLIPS @ 16' O.C. "V 4t5- (R-35) INSULATION Lim'LLJ ^ MATCH Z 3: 1-- EX. O O Q z ' 2x10 @ 16° O.C. ALUM.GUTTERS ON Ll_1 m U ] LLJ 100 FASCIA BD5 " I x 3 STRAPPING AT 16" O.C. GWB-PAINTED Ix10 SOFFIT w/CON'T Q VINYL SOFFIT VENT TYP- 2nd FLOOR CONSTRUCTION TYPICAL WALL CONSTRUCTION Q 3/4" T2G PLYWD SUBFLOOR W.C. SHINGLES 5 1/2" EXPOSURE Ty HOU5EWRAP • GLUED 6 NAILED OVER - I/2"EK PLYWOOD III° TJI's @ 16"O.G. 2x4 STUDS @ 16"O.G. (R 21) INSULATION /2" BLUE BOARD /VEN. I x 3 STRAPPING AT 16°O.C. PLASTER (SMOOTH) TITLE: 1/2" GWB-PAINTED PROVIDE HORIZ. BLOCKING AT ALL ROOF UNSUPPORTED EDGES m 7 OF 4x0 SHEETS OF .FRAMING r Ql PLYWOOD IN LIEU OF ++w SHEAR PANELS PLAN/ EXISTING FLOOR-1CROSS SECTION i DATE ISSUED:' 12/22/2013. REVISIONS: �ZROOF FRAMING PLAN nCR055'-0"ECTION SCALE:/4"- S ] x DRAWN BY: y PROJECT #: ?� DRAWING NO.: x $t A 5 R.. L t.. :.::. a� ?. >-.-. -. 21 -co .- ^k-.."nzi. :.rF -� ', i. 3. *-, .'t .�76` - •>.. .;{;F° .!}., ?_.y�r -i-}fg,�.r P,iy�' .�.,x. 8. t ,.•a. 'fi, v, ,J. s'.Se3Fi3., �, 7,y �•.� ..r"A`.,.,r..} �. 5 t. - s. NOTES - - :-T,^ �'2f�'�'.., ..sie•.�`�&�sh�'+:h7:.- z7 ,sD, t 'T'i- 3.g U:.2�'. 3' 'C•.3a k w.t ffs. 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Al I ,,�• :. ti,` " !l 'i*5:..... .,3 r-4,rF.x '. .e $ �.,,�s r�3 -71. �• - r ..a, •p' ._ ' 4 +q�+ "+s 'i... .,,t _ _ _ , 1.7/7t J F.='xu 'at,^ � a x. >+.AH a'• .,a.. �r - e�>."''-'+• k .':` { : rtit. -�'*� F i tE".`:t AC. R �.Rfs- Ml ryp�t$rP2r�Q j ' i '' •�? gat r'y r"r yR• t i: O>. The al'Umgs,de9gK,and deUS en6od@d therRo y' 44. � � r am_ r rn are prnprty of Jayce L Inc ald stall mt `9?y:a: .-.+X .i.. i r. -S - : ar�IilhWt mitten - _ s y C tF. �r • F rn x crosent of ce Landsc Inc c- .. - - r� � _..O •o� ,-° . i 't< €: ,`\ a .r rY. •�' a 3 - - - ..•'.r.xl` ¢ _ .'y .. .ems Q 00 ul },ire ' +.~�� S �4 -• 3 �.. �`,"� �• s F n * e} ;�: v 15, EXISTING gem �r ° rJ� ti y �•, DWELLING I fi a g .s`�I r"r` to � ,-fir #45 x - !, i,-y O �-. 4.� _ - �4.r.w ..}: �' 4xr ar>t{'� I�1. 'I 1 .,�";'�'� �3i '.:F.' - �,'�?'.:.-•ir ,� .. /� : - xo ►r a�+n - - - A I " S S •; } r� v ; .•» '/- k �.I `t -3, ,r O aMtIDa - afAW T s .,, t.. = 5. r*w a �+ _, .� �5 37429 LU 1 a.,235 EXISTGq �NG= ',• ? X ana 'n GE ..' y �rAF .ir..3i y ,.+3^��.'•. } $,,,, x,�t,°F^_y- ; .Y tl 3: fYI� Joyce Landscaping,Inc. d +� � .. •-�. Proposed 54"Aluminum Pool Fence - - - - .a - B 68.Flint Street - - ` . , •s. F Mnrstons Mills,MA 02648 . _ ti ` "`'t,- -T' -�.,✓��.._ s - '^i '�.' • �: - . .. 3. y - ..508-428-4772 508-428-4707 - - i. 54 Pedestrian Gate - m 54„Pe e Me - t i .•,. :, Z, F.,{fi•.` vtr. ,1t3c - rrr.Joycelandscaping.com - - rt, 16 \ s T 57.57' 18532� zfi o 75.55.4 CONCEPTUAL 0"• 'Iy 1 w S°rmrnlr,O P o '� Existing 6'Stockade Fence °° ' 't*Y PNOL+h1ASGNRY DESIGN r � sew [1'NEIL Exi ade Fence - a pOHERTY, TR. -� �LX : RESIDENCE c'"# -. . � � -� ADAM 405 .PG 300 r .� + >: f�� ur s ;+• F 45 Strawbery Hill Rd l' o DB 26 37 Y r w - ° t MAP..246 PC L _ r f F: ;, ' Centerville, MA 02632 v i ` - - Existing 6'.Stockade Fence „z,. - �r', r� :�� DT3 ,. x �_.. mz: d , r t 20 Ol 375-17 I120.00. s ri� a '* t '#: x. ` ax m n S.°Aottonen .� omen 1 N �a.,'sa 4.� ^t"a {i:^• - ; ' . 1 75.5 j°40 N z r fig' a ti . ,r:' 1 W. 03/21/16 _- a r,w ,5,;,;;�.r, - �y�° - �r�a:,: '$; �~ p�A« r ..•r 6 � 1 . ___.--- _—--l�'—.._.I_-'__'.-- _. "_--' ..._�-+...-__�=�..i r�t�."�- �!.-i• .-:. — �.-_ A.. .� t t � - --- '-d—_.it1°_� .a.rs '+7 +u�"d..4 x _" _ - - r¢vwn x - - + - - - -- '�' NOTES CV . O 9 75-57'42" E 247.36 BRB FND, , s 79 CORINNE AS EL H. & W.HtTAKER TlF1CATE #1 82860 \P 246 PCL. 2,32 r L.O T AREA 61 ,7 77f S.F AC All rigqhts reserved. The draw'ngs, desi ns and ideas embodied therein are properly of Joyfce Landscaping, Inc, and shad not j be copied, reproduced, or r`,�closed Othout written consent of Joyce Landscaping, Inc, © <r o Z w EXISTING DWELLING r. Ila #45 f � CD REvisioNs AW TR.37429 z STING Ld 235 GARAGE I' Proposed 54"Aluminum Pool Fence B F 54" Pedestrian Gate L 54" Pe .57 e -- IL ° ° 26 o ' 15 75 55' 0". , S CONCEPTUAL _ — r Pro SM.mn 40'x20' C,' Existing 6' Stockade Fence POOL+MASONRY DESIGN 9 Pool � �f ,r Existing 6 Stockade Fence ❑ C C I L___ w' O CCCTCCCCC oo # ADAM DOHERTY$ TR. a DB 26445 PG 300 45 Stra� bery� Hill Rc! MAP 246 PCL, 37 Centerville, MA 02632 Existing 6'Stockade Fence SCALE ' _ ' _ EJECT Na 120.Oa.` wA-Bx S, Wtonen 0�-375-17 CPE.. 75• O tom, �. CK� BY SkM xn t' DATE 03/21/1.6 - r In C3 LZ cc-,- fc`� r7- Rear I leVL-j is n Le e eviai:ion ;,Right Sid "I leNation oo FFI FH I EH IB NOR � 1 E L E TI(D)N'