Loading...
HomeMy WebLinkAbout0085 STURBRIDGE DRIVE - Health I 15 STURBRIDGE DRl;'-OSTERVILLE A= 165105 o I No. j 1 �'V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for MispoSal *pstem Construction permit Application for a Permit to Construct( ) Repair(.'(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Nh 85 Owner's Name,Address,and Tel.No. 0,101 V0 T Assessor's Map/Pazcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms r Lot Size sq.ft. Garbage Grinder( ) Other Type of Building J No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4_m4—_- gpd Design flow provided /W_ gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) pT Its,-p Date last inspected: Agreement: The.undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this goarealth. Signp. I / --- Date / 3"/ Application Approved by - Date Application Disapproved by Date for the following reasons Permit No. L61 7— oo { Date Issued , j 1 i l Fk }tI 1 ����?�� p�. � � ��' ) � r Q �No. r-1� J� Fee - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(✓Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No. 8S Si-of b( ��P �f Owner's Name,Address,and Tel.No. Assessor's M�/Parccel \1� ej MPl I Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms or Lot Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided /M- gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe _ Date Application Approved by Date Z Application Disapproved by Date for the following reasons Al Permit No. 0 °[ Date Issued I t�gl7wwg . _______________________________________________________________________________________________________________________________ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - 130 C7M,�� (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by �a A Vi(c)\x N Z tir , has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�'dated l Installer, f\ ,1�,j r>�„�,�1 -L Designer t #bedrooms Approved design flow, '� gpd The issuance of this permit(shall not be construed as a guarantee that the system will inction as domes gned. Date / /"1 / Inspector ------------------------- --------------------- ------------- --------------------------------------------------------------------------- No. 1 009 Q IJO)( C-(\)'\ Fee"� 7 -00 THE COMMONWIALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Misposal *pstem onstrUction Permit Permission is hereby granted to Construct( ) Repair(✓ Upgrade( ) Abandon( ) System located at 4 4 � � (t1 �� {0 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru ion must be completed within three years of the date of this perm(;"Z4 Date ( Approved by ! Ae ! : 2 �2? DIA. BOLTS[*SHERS AT 24 :O C 2 . ACti SIDE - COONNECTED AMS, y� y STEEL PLATE PER PLAN d f?v. 2C r I "GANGED 1- 3/4 8 AM PEK .PLAN SYMM: EACH SID �F.�TEEL PLATE fLICH BEAM DETAIL L Of d-ssgc� . �' MiGHEt� fie+ L C o STRUCjURA 3q'774 O ISStiQ� � t. '�SSIO(`1Pt� ADDENDUM MICHELE CUDILO; P':E CortS:Ultng S�ru.eturaE:. Ene�ir�er: r M Cottornwood»Gone,Centerville, MassochnSetfs 02632' SM` � Drown By: Date: . I, s cb � _ �-- Drawing I Scale: AS. NOTED Rev p f� ��/f t y� V�L't' �� File Name: Project No.: w tiou K 1 t om. MEMBER REPORT FABLED Level 2ND,Floor: Flush Beam KI ' 4 plece(s)1314"x 91/4.7 2.101E Microllam(9 LVL. Overall Lengtft:15'3"15/1.6P. ,< ,. �- "-•-. � � � -.. _, -ems ";',.�� pm: 07 15'3 15/167 — -- It V All locations are measured from the outside face of left support(or left cantilever end).All dimensions are.horizontal. D.esign,Resutts Actgdl�Ldcatmr? Aitowed Aesult e _ t oa Load:Cetii6ir)ation(Patter n) system:poor Member Reaction'(lbs) a 6501"@ 2" 6694(2.25} Passed(97%). 1.0'D+1.0 L(All Spans). Member Type:Flush ezam Building Use Residential Shear" Ibs) 5677 @ 1',3/4" 12303 P °t' 1.00 1.0'D+LO L(Ail Spans). ? ( Building Code:IBC.11 1 Moment{Ft-1bs} 24174 T 8" 22408` a11ed(108%) 100 1.0;D+1.0 L(NI Spans) Design Methodology:ASD Live Load Defl.(in) 0.667 @ TV' 0.375 Failed(L/270), 1.0;D+1.0 L(Ail Spans) Total Load Defl.(in) 1.103 @.7 8" " 0,750 Failed(LJ1b3 1.0 D*1.0 L(All Spans): •Deflection criteria:LL(L/480)and TL(V240).: •Top Edge Bracing(Lu):Top compression:edge must be braced at;4"o/c unless detailed othervilse •Bottom<Edge Bracing(Lu):-Bottom'compression edge must be braced at 35 1"'o/c unless detailed otperwfse. •Member should be side-loaded from both sides of the member or braced to prevent rotation Beanrtg t aigth -Loads to Supports(Ibs) rr $upppota1 Available Required Dead Floor Live .total Aeeessorles,v o 1-Studwiall-SPF. 3.50" 2.25" 2:19 - 2603 3986•, r6589 ,2-114"R'un Board , i 2 Stud wall-SPF 3:SC 2 2S: 2:19" '2603 3986 6584 11/4"Rim Board." •Rim Board is assumed to carry,all toads applied directly above it,bypassing the.member being designed. . {/ YUCfiE L04t1S y ' Lowtidn(5ide)' TnfxRargr Width (O ,„� m J1, a~ptrttnGtAti 0 Self Weight(PLF) 1 1/4"to IV 211/16" N!A 18.9 1-Uniform(PSF)" 0 to 15'.3 I5/16 (Front) 13' 12,0 30.0 ' DefauIt Load 2-Uniform(PLF) 0 to 15 3 15116"(Front) N/A 35.9 3 Uniform(PSF) 0 to 15'3":I5/16"(Front) 13 10.fl 44 Weyerhaeuser warrants that the sizing of its products will-be in accordance.with Weyerhaeuser produd design criteria and published design vafues.:Weyerf-aeuser expressly disdains arty other warranties related to the software.Use of"this software'Is not intended to circumvent the need for a design professional as determined by-the authority having Jurisdiction.The designerbf record,builder or framer is " responsible to.assure"that this calculation is compatible with the overall project.Accessories(Rfm"Board,Blocking Panels and squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards:Weyerhaeuser Engineered Lumber Products;;have been evaluated by:ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standardsi for ai[rent code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document library The product application,input design loads,dirt nslons and support_infomiabon have been;provided by:l.BARNABY SUSTAiNA81F FORESTRY INITIATIVE WeyerhaeuserOF.MAsg o CMG/� p pt -4 J�Q�V774 t> 9�Gis" Job Notes"" ForteWES Software-Operator / 12/19/2019 3 2.52 PM-LITC MICHELE'CUDILO,P.E. PAUL SMITH RESD. } MICHELE CUDiIp CONSUITINGtSTRUGTURAL 85STURBRIDGE DR. FO 2WE 'V2.1,;Englne:_U7 3.Z'1Q9,Data:V7.2 0.2 ENGINEERING-INC... OSTERVILLE,MA`(508)737-8521 File Name: 2019 407PEaCOCIC$ftlithOSt mcudilo@comcast.net. Done 1 ! 1 �IYN gtgip ; OYR�D � 1 'Xf �..--+-+ry�w�..._��. _ 3 .. � �' —...tom a r�}�_,_�_���� —�y[ � I :�i � G�/� •l. �=.. �� l� '--fit �1 �"`"�.M_ ,..3 _ � Oi•. � .. :I aunt o era . EXISTING FIRST FLOOR PLAN, . PROPOSED FIRST FLOOR PLAN" .. t �s. <wu EXISTING FOUNDATION PLAN'.' EXISTING SECOND FLOOR PLAN � r FLOOR LAN ' GREYWINGDESIGN slcu�RMeem�eia�nwaekereu+w+la.auo�ssi - ,�. CERTT_FT_ED SEPTIC SYSTEM REPORT LOCATION 85 STURBRIDGE DR. OSTERVILLE, MA 02655 MAP 165 PARCEL 105 LOT 14 PREPARED FOR 3 SELLER ~ RECE411VEG MR. MARK MCGRAW MAR 1 3 1997 ►�' 85 STURBRIDGE DR. TGWNOFMNSTABLE OSTERVILLE, MA 02655 1f HWHOUT. - Ol 6 BUYER MR. PAUL SMITH 30 SEAN CIRCLE CENTERVILLE, MA 02632 PREPARED BY HILLIARD HILLER P .O . BOX 250 CENTERVILLE, MA 02632 508-778-1472 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of ► Environmental Protection MNYare F.Wald Trudy Cote GOMM socrwwy Afro Psai Calluoei David B. Struhs SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION pr,p,,,ty Addtasc SS' J�TviQ��/OGE ,Q/1. G��%��v/GL� Address of Owner. Data of Inspection: 3111`5!7 (If different) Name of Inspector. Company Name.Address and 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. ac=rzte and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper fuact on and ,.-intenan of on-site sewage disposal systems. The system: jeoTlasses Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's 9igsatw"e • Date: 3/}� The System lwpeeurr shall submit a copy of this inspecion report to the Approving Authority wit'+;" thirty(30)days of completing this inspeaion 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 tba. report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPMMON SUMMARY: Chee16A,C,or D: Al SYSTEM PASSES: 6/ I bsne act found any information which indicates that the system violates any of the failure c^.ters as defined:n 310 CUR 15303. Any fsdsus criteria not evaivated are indicated below. Bl SYSTEM CONDPPIONALLY PASSES: One or mores system components need to be replaced r repaired. The system. upon completion of the replacement or repair,posses T-Heme yes,zsa or not dmarmiasd(Y, N, or ND). basis of detero=motion in all instances. If"not determined", explain why cot) _ The septic tank is metal cracked. c:ttral v�,uuouad. shows sucstant al Infiltration or exfiit soon. or tank failure is ;^ent. The system will pass per :on S the ex:str::g septic tank s replaced with a yonfortnuig septic tank as approved b.the Board of Health. (revised 11103M) 1 One YNrttor Street • Basta ,Massachusetts 02108 • FAX(617) 556-1049 • Teiephone(617)292-5500 ♦ P""ad OR ae'Vc*d Pao" SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Addreast jj"S S i�/eg��oG � ,t9.Q GsTE'2 /c Owner. /*X A C/ZV/,/ Date of Inspection: 3/197 Bl SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water le 1 observed in the distribution box is due to broken or obs=acted pipe(s) or due to a broken. settled or uneven distribution The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are laced obstruction is re distribution box is lled or replaced The system required pumping more than four es a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of H th): broken pipe(s) replaced obstruction is oved Cl FURTHER EVALUATION IS REQUIRED BY THE B ARD OF HEALTH: Conditions c=which require further evaluation the Board of health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF EALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE Pt BLIC HEALTH AND SAFETY AND THE ENVIRONMENT`. Cesspool or privy is within 50 feet o4 surface water Cesspool or privy is within 50 feet o a borderng vegetated wetland or a salt marsh. � I 2) SYSTEM WILL FAIL UNLESS THE BOAkD OF HEALTH (AND PUBLIC WATER SUPPLIER IF APPROPRIATE) DE-1ERMINES THAT THE SYSTEM ISIFUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT The system has a septic tank arid' soil absorption system and is within 100 feet to a surface water supply or tributary,to a surface water supply. j The system has a,septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tanr sou absorption system and iswithin 50 feet of a private water supply well. The system has a septic taal and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply,well,un]ess a well r analysis for coliform bacteria and voiatle organic compounds indicates that the well is flee f om poihttion from that ty and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than o ppm. S) OTHER (revised 11/03/95) SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: � S%U2�✓/�/.O�y.0 �/1 TC'/�UIG(if Owner. ltl/Q• Date of Iaspeotian: 31/y.7 DI SYSTEM FAILS: I have der in� that the system violates one or more of the folio failure Criteria as defined is 310 C 15.303. The basis for this determination is identified beiow. The Board of health should be ntaced to determine what will be naceseary to correc the faiyue. Backup of sewage into facility or system component due an overloaded or clogged SAS or cesspool. Discharge or ponding of etiluent to the surface of the uad or surface waters due to an overloaded or clogged SAS or compooL Static liquid level in the distribution box above outle invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below inve t or available volume is less than L2 day flow. Required pumping more that: 4 times in the year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System. ce pool or privv is Belo-the high groundwater elevation. Any portion of a cesspool or privy is within. 100 feet of a sur."ace water suppiy or tributary to a surface water supply. Any portion of a cesspool or privy is wit. a Zone I of a.public well_ Any portion of a cesspool or privy is wi • 50 feet of a private water supply well. _ Any portion of a cesspool or privy is I than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. Lf the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic pounds, ammonia nitrogen and filtrate nitrogen. El LARGE SYSTEM FAILS: The fak-mg criteria apply to large ms in addition to the criteria above: Tye system serves a facility with a desk Plow of 10,000 gpd or greater(Large System) and the system is a significant threat to public bukh sad safety and the environment because one or more of the following conditions exist: the system is within 400 f I of a surface drn.iang water supply the system is within.2 feet of a tributary to a surface dr ikmg water supply the system is located a of sensitive area(Interim wellhead Protection Area (IWPA)or a mapped Zone 11 of a publii waear supply-ell) The owner or opera=of any such tem shall bring the system and facility into full compiiaace with the groundwater treatment program tequiT®smts d314 CUR 5.00 and 6 b0. Please consult the local regional office of the Department for further information. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST arty Addr. SS STv.�g.e�o�� D/LTC2viGG�Owner. Date of Insp,,d0n: Mack if the following have been done: f�ttmping information was requested of the owner, occupant, and Board of Health. f eIone of the system components have been pumped for at least two weeks and the system has been receiving normal ilow rates during that period. Large volumes of water have not been introduced into the system recently or as par-of this insoeeaon. -!:f As built plans have been obtained and ezanuned. Note if they are not available with NIA. ✓Phe faclitT or dwelling was inspected for signs of sewage back-up. /The system does not receive non-sanitary or industrial waste flow J.,Ae site was inspected for signs of breakout. All system components,4icluding the Soil Absorptior. System. have been located on the site. septic tank manholes were uncovered. opened, and the interior of the septic tank was inspected for condition of baffies or tsns, material of construction, dimensions, depth of liquidm depth of sludge, depth of scum. jc�f The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. �Tbe Lwdity owner(and occupants. if different from owner+ were provided with information on the proper maintenance of Sub. Surface Disposal System. (revisso 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address l3S S%!//l i32/.D GE D/1 Os�,�2G�'�� 0-ner Date of Inspeadan: / FLOW CONDITIONS RBBIDENT AL. Deidp flow�llons Number of bedrooms. Number of=Trent reddents:� Garbage Vmdw(yes or no):-Al- La®dry aoaneeud to system(yes or no): Y same al use jes or Water meter:esdinp, if available: Last data of oc=panc9: COMMERCIAL US Type of atabli.hmeat: D.aiga ao.. day Gresse trap present: or no)_ Induscial Wasts Ho Tank present: (yes or no)_ Noa-&snitary waste to the Title 5 system: (yes or-no)— War meter.madinp if available: Last date of OTBER: Last date of GENERAL INFORMATION' PUMPING RECORDS and source of information: Ave /{vc0/D Zlt�-;6al Sys=pumped as part of inspecion: (yes or no),&0 If yea,volume pumped: gallons Resson for pump=g Septa tealtrdistssb+¢ioa box/soil absorption system Sims--pool Owr9ow osrpool owed system(yes or no) (if yea attach previous inspection reeords, if any; Other(=pin=) AppBOm[ATE AGE of all at components. de installed(if known) and saurre of information: 1 / ev�.��ist,.�c6 ,OFo G//a/j�; Sewae odors dmto=ed when arriving at the site: (yes or not (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTE.II INFO FWATION (oontinued) PropertyAddreesa: �5 S?v2�2�vG,C 17Q, 05jGiZv/�G,� Owner. 1114 Date of Inspection: SEPTIC TANK C---' (hat.on site plan) Depth bak.pvda:1 Manurial of ccurW=mn: matte_metal_FRP_other(explain) Dimsndoas• °n v0 O�.E� 8bwp depth. Distance Flom tap of studge to bottom of outlet tee or baffle: Seam thieve..: ja„ Dimuum&am top of scum to top of outlet tee or baffle: 00�z Distance from bottom of seam to baaom of nutlet tee or bazIle:�_ Comments: (recommendation for pumping, condition of inlet and outlet tees or ba2Tles, depth of liauid levee in relation to outlet invert, str uctusl integrity, evidence of leakage, atc.) �Q��•+!��i.�r�l� �r/i�.oik/G i95 SdG147_S G�G2C Ti✓Avs_ ��� T�n�� /� �� GREASE TRAP (lone an nits plan) Depth below ode: Material of oonstruc=on:_concvte /etal_FRP _other explain. Dimensions: St=thirkoess: Distame from top of scum to top of et tee or baffle: Distance 4om bottom of scum to m of outlet tee or baMe: Comments: (r.eammsndation for pumping, adition of inlet and outlet tees or bw'Ses, depth of'liquid levei in relation to outiec invert. strsc:ural integrity, ends=of leakage, etc.) (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTL'% INFORMATION (continued) property Address: S%t-'e---<.'e%o6W ,6%4 o`T,C/ZU/GG F i Owner- A'A4. /�A>Zl� �Pc G.QA4i Date of Inspection: TIGHT OR HOLDING TANK_ 00=0 am sirs plan) Depth below ate: Matnial of wrocdon: —concete petal_F'RP _other(explain) D�amsions: capadtT Railons Daslgn flow ¢allona/da Alarm level: Comments: (aondision of inlet tee, conditio of alarm and float switches. etc. DUMUBUTION BOX ✓ . (locate an site plan) Depth of Lgmd level above outlet invert:` !�aL (note if level sad disnzbution is equal. vi of ce of so>ldcarr7over, evidence of leakage into or out of box, etc.) vo GAD 5 .v PUW CSA"ER:_ (laosta an site plan) pow is wornng orden(yes or no Casamants: (note aaadW=of pump clamber, n of pumps and appurtenances, etc.) I (revised 11/113/95) T SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION•(continued) Property Address: rS STl//e/;:eiOG! Owner. /*X /1*711 P1111- Date of Iaspeotiow 3//y,7 SOIL ABSORPTION SYSTEM (lose"an sites plan. if posssib ;e—vation not required. but may be appr== ted by non-intrusive methods) If tat determined to be present, a:plam Type: lrclsia8 pits, number. leeching chambers,number._ lwbiag plleriew number. ]rsching trenches, number,length: leaching Salds, number, dimensions: overflow osrspool. number. Comments:(note condition of soil. signs of hydraulic failure, level of ponding, condition of vegetatioa.etc.) /wt:P CFBSPOOL9:_ (locate on site plan) Number and configuration: Depthtop of liquid to inlet invert: Depth ofwhds layer Depth of accon layer i Dimsmooasof ossspooh 1 materials of construction: Indimtioa of gtvcmdwater. inflow(cserpool must be pumped(part of inspection) i Comments:(note condition of soil.signs o hydraulic failure, level of ponding, condition of vegetation, etc.) � I i r?SIVY:_ (locate an me plan) Matarials of won: Dimensions: Depth of solids: cammsats(note condition of scil of hydraulic failure. level of poading, condition of vegetation, etc.) I (revised 11/03/95) S Azi ntM111 Town Boundary .- � � ? ybn xa ,,;,;.. t23-456 Parcels FY2018 b _ gTURgR��GE DR ","` ; •i " � � Address Street Numbers x e � Buildings Decks/Patios a-fir - t ," - ; - QAbove Ground Swimming Pools 00 In Ground Swimming Pools •�,t:,.�.,,,,•_ ' ® Paved Walkways - s Unpaved Walkways gr Paths ® Stairways 'v R:'gssr �7 Paved Roads IToaved Roads - .Paved Driveways ,,r Unpaved Driveways IIIII', Painted Lines Paved Parking Lots 0 Unpaved Parking Lou Bridges 1' Railroad >• +• i*a'rI r rS.wYt t �' ! 4. X Fences -- Guardrails - C —O— Retaining Walls 165-105 �' Stone Walls , , o-oo f. k Other Walls ;�.---�-� Hedges OQ ss. Sports Areas x• 4� t: ,d3 ,� f� t ,ti 4 +t` m_•:. Q J Golf Areas '4 �'- -.:✓ G k ± Y.: .r. rr'w C� 7 C, � a+E 4i ddd Docks/Piers x: o Boardwalks 165-044 a r Jetties #95 Streams- , ' S3 — — - Drainage Ditches Marsh Areas `$� (//'' 4> , Q Water Bodies Spot Elevations(NAVD88) ^f� IIIJJJ Togo to ft Contours(NAVD88) TopO 2 k Contours(NAVD88) Wooded Areas ' < Street Trees a x Catchbasins w* 165-021-003 Monuments La #40 Lamp Posts rk Satellite Dish Manholes O e■Fuel Tanks O Utility Poles ®®Water Tanks Signs 165=021-002 &— Flagpoles #30 Town®�Barnstable Data Source Human-made features, Disclaimer This map is for planning purposes only. It is 1 inch=20 feet N hydrography,topography,and vegetation were Parcel lines on this map are only graphic not adequate for legal boundary determination Feet Conservation Division interpreted from 2014&2o08 aerial photos representations of Assessor's tax parcels.They or regulatory interpretation.This map does no 0 5 10 20 30 40 w E http://www.town.barnstable.ma.us and may have been updated from more current are not true property boundaries and do not represent an on-the-ground survey. Zoo Main Street,Hyannis,MA o26oi sources. Parcel lines were digitized from represent accurate relationships to physical Enlargements beyond a scale of i"=10o'may -1x4 DECKING A13OVE EXISTING SECOND FLOOR 2x6 P.T.LEDDCR -BOARD -i 1? 2x6 P.T.JQIS,-S @ 10" ro U.C.-GALV.HANGERS iVi LEDGER BD.; - - rND-NAILED TO RIM 40 POST ON 6"0 ;I _.___.............j _. ._..._:..... ._....._.-..._.__......... CONE.FILLED '�•� OPEN BELOW D 4x6 POST'- / AxA POST'ON 0"(]CONE. SONOTUBE WRAPPED (�0'FASCIABOARI7 PILLEUSONOTUBE ,.I I 20 P.T,RIM BOARD �.I J 0 EXISTING SECOND FLOOR DECK FRAME EXISTING SECOND FLOOR EXTENT 01° .•, _' '. - - PII't51' FLOOR - E D AT CH E 'f CI_ AIL EXISI ING 2xfl P.1'. ,�i1,;;,,1;•;,;_!;' LL-DGER BOARD ;. EXISTING DECK JOISTS 2x6 P.T.JOISTS 0 16" TO BE REMOVED O.C.-GALV-HANGERS (n)LEDGER BD.; END-NAILED TO RIM 4x4 POST ON 6"0 ............................... . CONE.FILLED OPEN BELOW NEW 2x6 P.T,DEC)( b TRIM EXISTING 4x4 SONOTUBE P.C.SLAB w/PAVERS JOISTS Q 16"O.C.' - POST TO SUPPORT NEW ' BEAN 2x6 P.T.RIM BOARD NEW 3-2x0s x 10'-4"P.1'.DROP .I BEAM NEW 0..4 POST ON 10"0 CONC.FILLED BIG FOOT FTO,MIN.4'-0" T-11 1(4" 4'-1 1!2" BELOW GRADE 0 114" • �" _ ,� 9-7"ADDITION . PROPOSED SECOND FLOOR DECK FRAME - WALL SHEATHING EXISTING OR NEW 20 P.T,LEDGER r,•?�``" .�' BOARD f_xT.PLY. �� - - ~� •ram I IllJ�r SFIEATHING MEMBER 5 Smith,Floor Drop ®"Ip�� "p�qf' ® 3 piece(s)13/4Tx 117/80 2.0E Microilam®Lys Beam PASSED - Overall Length: 16 3 0 0 0 I' _ i. 1540 a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. DEsI n Result55 =Acdw�@Location s 'Avowed.`'' Resu1C. LDF Load com _9 _ � �� a� -. bination(Pattern)� :_ System:Floor Member Reaction(lbs) 1551 @ 0 4 0 20934(5.50") Passed(7%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 1275 @ 15 6 11845 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 5796 @ 8 18 26772 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.038 @ 818 0.519 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Deft.(in) 0.184 @ 81 8 1 0.779 1 Passed(U999+) — 11.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(W):Top compression edge must be braced at 16 3 0 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16 3 0 o/c unless detailed otherwise. ,. Bearing Length �Loads to Supports M Supports Total€ _Avadable Regmred' Dead Floor x Roof Snow Wind -Total Accessories 7Lrve Cive . . � ,, 1-Column-SPF 5.50" 5.50" 1.50" 1226 325 10 9 13 1583 Blocking .50"2-Column-SPF 5 5.50" 1.50" 1226 325 j 9 13 1583 Blocking •Blocking Panels are assumed to carry no loads applied directly above than and the full load is applied to the member being designed. Tributary Dead ftFloorLrve� RoofLive r5now; Wind �4 Loads Location(Side) Width ) (1.00) (non snow i.ss) ' (I.15) - (160) C mments " (0.90 0-Self Weight(PLF) 0 0 0 to 16 3 0 N/A 18.2 1-Uniform(PSF) 10 0 to 16 3 0 140 20.0 30.0 Master bedroom 0 0 0 to 16 3 0 Dormer wall/ 2-Uniform(PLF) (TOP) N/A 85.0 - gambrel 20:12 roof 0 0 0 to 16 3 0 Dormer roof 3-Uniform(PSF) (Front) 10 0 21.1 1.3 1.1 1.6 Member Notes Garage rear to workshop addition Weyerhaeuser Notes.. '�' -'. .�.. r'F.; a- :.' .*<. �r s r.= (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/w000products/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Sotiwaie.0perator Job Notes 12/13/2017 9:59:31 PM Jackie Bamaby 85 Sturbridge Dr,Osteville-Smith Forte v5.3,Design Engine:V7.0.0.5 Greywing Design&Consulting G170925.4fe (508)888-0886 jackie@greywing.com Page 1 of 1 114E Application Numb .................. BAIINSTANM Permit Fee.......................................Other Fee........................ MASEL TotalFee Paid ............................................ ...... TOWN OF BARNSTABLE permit Approval by.... 01L.................... BUT-LDINiG PERMIT ............).0..V....... .. ... ..... Map........................................P=C1 APPLICATION Section I— owner's information and Project Location .5 5h4 r Y-i c) Dr. villageo 5+6r V Project Address- owners Name 4- owners Legal Address os- Stu rbr-1 J City Os4fy-o I I-e, State 1A,4 -zip— ___� Owners Cell# 50 E,- 6 - 2 S-D I E-mail L_ Section 2 —Use of Structure Use Group—. EJ commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit E] New Construction ❑ Move/Relocate [] Accessory Structure [] Change of use ❑ Demo/(entire structure) El Finish Basement El Famfly/AmnestY El Fire Alarm Rebuild EJ Deck Apartment ❑ Sprinkler System ❑ Addition E] Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify A A Section 4 -Work Description Sec T Act nndated--2/9/2018 TOWN OF BARNSTABLE - Vol' SEWAGE # `��I.LAGE ASSESSOR'S MAP &LOT 5 a ' �T/p 'S NAME&PHONE NO. SEPTIC TANK CAPACITY lam'® C/C LEACHING FACILITY: (type) /TS (size) -� NO.OF BEDROOMS y WUM-DER-OR OWNER f PERMITDATE: COMPLIANCE DATE: A//3IP3 Separation Distance Between the: i Maximum Adjusted Groundwater Table and Bottom of Leaching Facility t 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(1f any wetlands exist within 300 feet of leachin f cI Feet Furnished by �i< �iG� �� f3l�G G �'� l��, �_ �y y- u �� � � u o a v v �^ � ��� 0 LOCATION S E W kG E PERMIT NO. VILLAGE INSTA LL R' NAME i ADDRESS OR OWNER a e DATE PERMIT I SUED DAT E COMPLIANCE ISSUED �- .�� �� ` � oY � s� � �� � , .°0 0± ��' No.d V-0.9 Fim /.0............... ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................OF..................................................................................------- Ap,Vfiration for Dispotial Works Tomitrurtion rrutt Application.is hereby made for a Permit to Construct or Repair an Individual Se isposal System at YY ................. ... ......... ................................................ 7-------------------------------------------Loca on- s or Lot . ................ .............. e.r.......................................... ....................... ------------- ................................................... iZvn ................ ..................................... -W....... ......... ......... ...... ............... ............ ................ Installer Address Type of Building Size Lo .........Sq. feet U Dwelling LNo. of Bedrooms............................................Expansion Attic Garbage Grinder Other—Type of Building ---------------------------- No. of persons............................ Showers Cafeteria Otherfixtures ...................................................................................................................................................... < Design Flow............................................gallons per person per day. Total daily flow.... .......................................gallons. Ix Septic Tank—Liquid*capacity............gallons Length________________ Width._..__._.__._.._ Diameter_.._.._._._.___. Depth................ Disposal Trench—No_ ____________________ Width_......._._.__._._._ Total Length_._-__......____.__. Total leaching area____.._:_._.__.___sq. ft. > ......... Depth below inlet.................... Total leaching area..................sq. f t. Seepage Pit No_____________________ Diameter_-_.._.._. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by.......................................................................... Date.___......__________-______.__......___. Test Pit No. I................minutes per inch Depth of Test Pit._._.._.__._________ Depth to ground water__._._.._.._______.___-. z Test Pit No. 2................minutes per inch Depth of Test Pit_____._._...__._.__. Depth to ground water___.___.._..___..__._... ........................................ ........*­­........................................................................................... 0 Description of Soil........................................................................................................................................................................ ......................................................................................................................................................................................................... U W ... ............... .................................................................................i.................... .... J'6....... ... ...... Nature off R or —,Answer when U Re i ,AlLLerations en app i( ...... ...... ...... -------- ----------------- . ........ -------------------------------- .......................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLITHL 5 of the State Sanitary ode—The undersigned further agrees not to place the system in zr operation until a Certificate of Compliance has been`is ed b, the bo ar f health. .ed.. ..... .......... ..................................................... L.......................... Date 'r Application Approved B.3r-4;7 ...... ... . . . ........................................ ........................................ _ �?ate Application Disapproved for the following reasons______________________________...................................................d............................... ......................................................................................................................m.................................................................. . ...... Date PermitNo......................................................... Issued-AL.............—&... ........................... Date FEs...... ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................OF........................................---..............------..----..................... Appliration for Disposal Works Tontrnrtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Systemat �l. ...............................•--.....•--- ••------•-----.....---.................... .. Coca on- ss or Lot No. ..... ..........••••...... ?: .......................................................... ......................... ..................................................... ner t�__ �+ Addtl s ----------------------------- ..__._._/..1.. .. ....... •-•-• ................ 1-4� Installer Address d Type of Building Size ---------Sq. feet U Dwelling t o. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ................................. . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width........... t,.... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank.( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit .No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......................... GX, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ..................... •-•----•-••-•••••••--•••••-••................••---••--.....•------•--•.._..........-••-••-•--•'---'-•--..._......-•••-•-•--•-.......................................................... 0 Description of Soil........................-.................-............................................................................................................................. W •------------- --- -----•-------------------------.---------------------------------------------------•. ....... ..... U Nature of Rep irs or All rations— nswer when a li le.. . • • `f p �.... ....... • ---- - -------------------------------------------------------------- ---------•....... . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issjied b the boar f health. f ed•• --- - -- ---- ...................................................... ±`....p........... .-- Date Application Approved r............... . Application Disapproved for the following reasons:............................................................................ `e$J� --------------------------- -------------------------------•---••-•--- ........------------------------------------....--`lo`- -3---------•--- Date Permit No.......................................................... Issued.6.::j6< --'if�3......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.........................I........................................................... Trrtif iratr of Tomplittnrr THIS IS TO CERTIFY hat the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by---------------- . ... ................•--•---••-•-••-• ••--•--- --.........._........-••-•-..........._....-•••••••••-••-••-••••••---•-••--...............----- Installer at..................................... --------- -A----------. ----...............----.............---------------------------..........--------.... has been installed in accordance witl the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No 19 ._.. � .............. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM W14 F NCTION SATISFACTORY. / a DATE__... ..ly J...... Inspector... -•------------- -------------------------------- ------------ ------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 3_ [�p� ............................................OF..................................................................................... No......................... FEE./ .............. Disposal Works otrnrtion rrmit Permission is hereby granted... . .... to Construct or Re air an Individual Sewage Dis osal ystem atNo.......... ............ • • . ......�*^ •------._._. -- l----------------------------------------------------------------------------------- Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... DATE......................................... --------- Hoard of Health FORM 1?55 A. M. SULKIN, INC., BOSTON " / 1 " 1 " 8'-6" V 6"P.T. V I Y l ' V � 8-6 x 3-6 P.T. x A -�7 PLATFORM w/ PLATFORM w/ ( STEP(S)TO GRADE STEP(S)TO GRADE - T-10" 3'A U" 8 2" REPLACEMENT 8068 TO 3-NEW DHP34410 ?; BE LEFT SIDE OPENING o M KITCHEN T-11" 91-011 o DINING _ a u� 0000 �? -`? N M NTT 22'-61' — dl REF. D.W. 3� ' 0"CAS su 14--6" �__-------�----------------_ —_--�_-- 71-211 7'-10" RELOCATED DOOR ------------ ---------------- 16 4" 1 ----------- -------------=---- EXISTING LALLY L_. 10, I2 BATH COLUMN BELOW 3'-9" 3'-8" 24'-011 ol LIVING ROOM , CLOSET 4 ;` N UP :-. io . ( I 6 12 N ffi-0`EYJSTINO —ADDITION 2A'-0'ADDITON ]3'O'E)0.9TINp ((( ` RIGHT ELEVATION _ LEFT ELEVATION �\ T G� -Ike ® ® ® CONNNUOU9 RIDGE 12 ?IME—D RDxreffi10 COIIAAt2 C�4 - HURRICANETIES ATRAFTER END .C.CORNERBOARDB WINDOW HANG HEIOHT P OVFSuM-TCX 7 ,, B RAKE FIHIBNip TO IMTCN AW N HWfiE WS pYyELLINp - HAND� :I� 1 MATCX E%ISTINO NEN3NT ® ., TWICAL GARAGE WALL CON6TRUCTM)M. 1 CEDAR SXINGLEe OVER RTVEK'110U8E T WRAPWER1/Y WORWOOD OVER ha'8TU09Q1®tY O.C.W.W2TOP 81 2—MD— WORKSHOP 80TTOMPIAre�7 "'��. 7lJ WHITE CEoax zxAsonom Pure WHO STO WTCH MATCH E%19fDN0 x XI OR 2%8 P.T.SILL 7 TOF TO MATCX ' E%18TWG OPAAGE TOF PITCH GARAGE 6lAB t%MIN TOW FRONT ENRLWCE , _________________ ,'P.C.SLABw 410 6I8'ANCXOR BOLT8WRH9XY 19•JAOOIDON l WMRA OVER6MIL •1N'PIATE WASHER®EY P.V.B.OVER EARTX O.C.EMBED W CONC.T•MW. S'P.C.FOUNDATION WALL '4. RIGHT ELEVATION ' B•X 16•P.C.FOOTNO 16'ADDITION SECTION A ELEVATIONS GREYWING DESIGN DATE: DEC I2.ZO1T PROIECT:SMrtNRESIDENCE BS STURBRIOGE DRIVE,OSTERVILLE SCALE: 1/6'a 1'-0' WORKSHOP ADDRION 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 Al www.greywing.com (508)886-0886 .,.. G170925 PROJECT NO: SHEET: OF2 PROPOSED FIRST FLOOR OVERALL GARAGE AODITKNi � 1e•-0^ r �,f f � f� lem noortron _________________________ - I ___________ .. I NEW Tvrzue-oHwlwO-Twzwe I I I I 8'P.C.FOUNMTION WALL NTH I I I I I I I I F ` NEW TYl M.. ANL8 A XlTP HALT TINQION I I - LOWGRADECr OTNG 4'a I ,4y - �, WORKSHOP ADDITION . MBJ.BELOW GRADE(TYP.GARAGE) I I I 1 WORKSHOP ADDITION I I DROP TOF FOR I I ZBBE000R ' NEW 280 NINELIG LIMT I I i I nBovE - STEEL FusEDooR P,c�__i II II I I I B2a § NEW TV244B I I 1 I I I 1 NEW 4'P.C.BLAB W NE0 I I • - • b RNON9ENmV AT 1x I I OVER NON-0RGANIC EARTH y I I (MATCXTO FJ0.9) I 1 I GARAGE SLAB) ' - I'. I I I I I I I z1•a a 1sa ra 1 VERIFY Ilili 7lll/1fimZ12 ------ _--- EKUS ING P.C.FNO.WALL TORE - - 9^ Y ' IXRtTNG 2JL4 E)fTFAK1R WAIL TO BE REMOVED D WI REMOVEDTOSOTTOMOF NEWS.1t.11kLVLDROPBEAMONB POBTB EXLSON,GARAGE P.C.SLAB ' T BEARING ON GARAGE FOUNDATKIN WALL ry GARAGE _ LAUNDRY — GARAGEIWORKSHOP — gGEIWORKELHOP k up FULL BASEMENT L BAB TO SUSPENDED GELLING 4 12"DEEP DROP --_EXISRNG 12'DEEP 4'-1PVEm, - b STEEL HlEAM ABOVE DROP STEEL HiFAM ABOVE P.C.FRONT DOOR TO - FRONT- OPENING — 10"P.c. - FOBNDATON ' WALL m'a 4'1 zaa 4- 20a d'a PROPOSED FOUNDATION PLAN EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN NOTES: • L-62 W-48 A-1.28 ANCHOR BOLTS®58'O.C. FLOOR PLANS GREYWING DESIGN DATE: DEC 13,2017 PROJECT;6MRN RESIDE NCE BS BTJRHOP ADDITIONRIVE. STERVILLE SCALE: 1/4'�1'-0' WORKSHOP ADDITION A 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 www. re In com 508 888-0886 .,,..®...2�°.11. . B w ....... 2 9 9• PROJECT NO:G1709ZS SHEET: OF2 L _ _