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HomeMy WebLinkAbout0083 SWIFT AVENUE - Health 83 Swift Avenue Osterville A 165 036 No. 4210 1/3 BGR grg n 10% P, leo, IFlaa -`— do C a A �s a F/c ,r- � s r } r t G TOWN OF BARNSTABLE LOCATION B?� S w �-l- J•Q SEWAGE# a 0(:7 - 9,q S VILLAGE =e,)&e ASSESSOR'S MAP 8i PARCEL a �G INSTALLER'S NAME&PHONE NO,` r-� • todN -rnv C 's SEPTIC TANK CAPACITY LEACHING FACILITY: (type) L L(D (�1GM�C4'S ti,,to (size) NO.OF BEDROOMS L OWNER S PERMIT DATE: COMPLIANCE DATE: 6,- t Separation Distance Between the: �z' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY_ — J i� 17 ®jr- 03 Sal :. .,t 3�-76 a -G-7 C Id-IG Off 22 .� r Town of Barnstable y` o Regulatory Services Richards V:Scali,Interim Director BARNbTABLE 9 MAC Pubhc.;HeOth DIVI`sion 039. �0 Thomas McKean,Director '200 Main Street,Hyannis, V_ 16260a; Office;,'508-862-4644 Fax: 50.8 790 064. Irisfaller & Desikn'er Certification Form . Date: Sewage Permit# AAssessor's..MapCPar_a Q Designer: �ng1✓+ee��� War (s�(nC , Instalier. .� f n/� Address: IZ' U�i C�,,,.P,e ( - T 1 Address: ��_�. "C - T:,es k,4—ai _1�1�1 .. O 2 On was is''s d a permi .to-install a (date) (installer). 1 1 h SPeC-ko� , )D :septic system at �. } A�,� . as t .`�- based on'a design: (address) t... e+er i AcG t+ e fit, _ (designer) (9.p K�,QAS-7 6 I certify that the septic system referenced above was installed substantiallyaccording to the design, which may include minor approved changes such as lateral_.relocaton,of the distribution box and/or septic taza;k., .S_Sip out (af required) was :inspected-arid the sods .5/1`�� 17 were found satisfactory; I certify that:the septic system:referenced-above was, installed with major,.changes "(r is greater than 10' lateral t elocation,of the SAS or any yertical relocarion..of any component oft septic system) but in accordance with State &,Local:Regulations. Plan revision or . . certified as-built by designer to follow.- Strip.out(i(.required) was°inspected and the.soils. were found satisfactory,. L.certi that:sthe s stcni referenced above was constructe nee with the terms fY Y of 1he I\A approval KOF f ..PETER 7 ,A -M NTEE CIVIL ns er.'s Signature)` toi} F�/STERN (Designer s Signature) " (Affix Designer tamp Here) PLEASE RETUkl:t6 BAk TABLE PUBLIC.HEALTHDIVIS((ON. CERTIFICATE -OF COMPLIANCE WILL NOT BE ISSUED UNTIL: BOTH THIS FORM:AND'.A& BUILT.CARD ARE.RECEIVED BY THE BARNSTABLE PUBLIC:HEALTH DIVISION.. HANK YOU Q\SepticCDcsigncr'Ccrtifict ton Fo m Rev$`-14-13:loc THREE CEILING ACCESS PANELS —� EXISTING FRAMED WALL ABOVE CONCRETE WALL ; /— PROPOSED DEHUMIDIFIER LOCATION INSTALLED FOR SHUTOFFS. LOCATIONS TO BE DETERMINED PROPOSED ENERGY RECOVERY \\ VENTILATION SYSTEM LOCATION -- EXISTING PINE TREADS TO REMAIN- v— TV CABLE CONTINUOUS HALF WALL �� \ —.- , I = CARPET RUNNER TO BE DETERMINED 2X6 WALL TO —--- / ACCOMMODATE - _ e2 _ 313_3" �� PLUMBING i 1L'(\ Qi 4-( _ -- - ----- _ UNFIN15110 'k' ` r��1a /` SPACE �' i STRAPPING ON THE FLAT WITH CLOSED CELL FOAM INSULATION ADDED LAYER OF GYPSUM WALL BOARD TO EVEN WALL AND ALLOW FO n / R INSULATION II 7,-7^ ^.I o i .OFFICE I SOFFIT _ ,z 9„ - I '— WATER HEATER ELECTRICAL PANEL — --_---___ (2 VAC —\ - - )2x4 TOP PLATES --- 2x4 STUDS @ 16 o.c. --- ? _ a 1 ELECTRICAL PANEL R-20 BAIT INSULATION UNFINIStifO " F Q T-5 M t -- 5T RA:G OR OPTIONAL FOAM, r 7'-2„ w 5 EQUIVALENT _ 2x4 PRESSURE,e TREATED WASTE PIPE S, \�— HARDWOOD LANDING BOTTOM E - \�\ :CUSTOM SHELVES TO BE DETERMINED 2x4 WALL FRAMING DETAIL 'LEGEND ANGLED WALL FOR STAIRS \ _ (2)2xG TOP PLATES �— MOVE WASTE PIPE TO SOFFIT — C= PR.OP05ED NEW \\" 2x6 STUDS @ 24 ox - 4 1 R-20 BATT INSULATION ® HALF WALL -�—.EXHAUST FAN - - i-, _ OR OPTIONAL FOAM " �-J PROP05ED 50FIFIT5 �> PROPOSED EJECTOR PUMP LOCATION EQUIVALENT „f 2x6 PRESSURE TREATED --- PROPOSED BASEMENT � BOTTOM PLATE — 2x6 WALL FRAMING DETAIL .TMCSE PLANS,HAVe BEE ORA.WN A MRDING T Yirm OUAIl1Y'5TAND4 -,AND - C ^] P /A, PRgPO5ED 6A5"EMENT_j,EMIODEL AT'��14 TIoiiSnaiolor.Ri4TeI;'c o0�'S0Re"ol.C°RE�`sel�: 1ORg,>°o4eR. SCALE: oRAww�`NUMee - . are,V CAD\' © S11CM MAY REOIIIRP CH1AM;E5.TNC BUI DINE,CONTRACTOR{'.ANST REVI.J!AND FOR !! tMhLRE WITH 16 CLIENT THAT THE P AN5 CONFDRM TO Ali.GIRRENT 1 8 ` 1 NMENTA G V AN I o ell .L AND/OR Bu LDING woe RFDUIrieMeNrS. / IMCNFIL RESIDENCE DENCE GONF WTI1LfLS NrO PLANS S UFMORE CUAOBNISUTTRYU FCyTkIO MN(^ I fSMhPS DCFOkE,CUkING OR Ojjl +0T Q�2 THIS MOMEP AN MA-BEEN ORIGINALLYDRAWN B`!CAPE CAD DESIGN iN0'I-S..ITS EXCLUSIVE ATE: CJJ VY III' I AVENUE ySkPPERTY ANY REPRUDU TIO N I5`TRILMY rORP.IDDEN UNDER.C.OP'GIiT LANS AND 9S9 MAIN 5TRET =UB.Iry STHEoreENDERTOLEGALsCTION -11/00/2020 A2. OSTERVILLE,MA OSTERVILLE, MA 500E1'OWN5 MAY RED4IFLADDffIOVALENGINEERING5PECIMCAI IONS A-DFLAN5, 508-280-_7074 r De5lc1ner: Patrick Rlmin ton 7aF.s/�G• AauwcvsT-GHtf tJ�racd�cc� '64T,.+-" '07'ra,1 3.'07 BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Punchlist Property,New House Beam above living rm. Beam#3 Date:5/11/17 Selection J W 12x 19 36 ksi Wide Flange Steel Lateral Support: Lc=4.2 It max. Conditions Actual Size is 4 x 12-1/8 in. Min Bearing Length R1=0.8 in. R2=0.8 in. (1.0)DL Defl= 0.34 in Recom Cambe—0.51 in Data Beam Span 20.0 It Reaction 1 LL Beam Wt per ft 19.0# Reaction 1 TL 3580# Reaction 2 TL .3580# Bm Wt Included 380# Maximum V 3580# Max Moment 17900'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/703 Attributes Section i Shear inz TL Defl in Actual 21.30 2.86 0.34 Critical 9.04 0.25 1.00 Status OK OK OK Ratio 42% 9% 34% Fb(psi) Fv(psi) E i x mil Fc (psi) Values Ref.Value Fy 36000 36000 29.0 Adjusted Values 23760 14400 29.0 Adiustments YP Factor,Lc 0.66 0.40 Loads Uniform TL: 339 =A �I hi4 I �:;1.482S fatnc�� I • _- __ Notes Punchlist Property new house/Cotuit Bay Design 83 Swift Avenue Osterville,MA GA Project# BeamChek v2013licensed to:Giampietro Architects Reg#7124-1030 Punchlist Property, New House Basement beam Beam#1 Date:5/11/17 Selection W 12x 35 36 ksi Wide Flange Steel Lateral Support: Lc=6.9 ft max. Conditions Actual Size is 6-1/2 x 12A/2 in. Min Bearing Length R1=1.0 in. R2=1.0 in. (1.0)DL Defl= 0.34 in Recom Cambe—0.50 in Data Beam Span 20.25 ft Reaction 1 ILL. Beam Wt per ft 35.0# Reaction 1 TL 7442# Reaction 2 TL 7442# Bm Wt Included 709# Maximum V 7442# Max Moment 37674 W Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/723 Attributes Section in' Shear i TL Dell in Actual 45.60 3.75 0.34 Critical 19.03 0.52 1.01 Status OK OK OK Ratio 420/6 14% 33% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Ref.Value Fy 36000 36000 29.0 Adjusted Values 23760 14400 29.0 Adiustments YP Factor,Lc 0.66 0.40 Loads Uniform TL*700 =A ' f?rt.42g�' Notes Punchlist Property, New House 83 Swift avenue _ Osterville,MA GA Project# r y BeamChek v2013 licensed to Giampietro Architects Reg#7124-1030 Punchlist Property New House Beam above master bedroom Beam#2 Date:5111/17 Selection W 12x 22 36 ksi Wide Flange Steel Lateral Support: Lc=4.3 ft max. Conditions Actual Size is 4 x 12-1/4 in. Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0)DL Defl= 0.29 in Recom Cambe-0.44 in Data Beam Span 18.0 ft Reaction 1 ILL Beam Wt per ft 22.0# Reaction 1 TL 5013# Reaction 2 TL 5013# Bm Wt Included 396# Maximum V 5013# Max Moment 22559# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/744 Attributes Section ire Shear(hfl TL Defl in Actual 25.40 3.20 0.29 Critical 11.39 0.35 0.90 Status OK OK OK Ratio 45% 11% 32% Fb(psi) Fv(psi) E i x mil Fc (psi) Values Ref.Value Fy 36000 36000 29.0 Adjusted Values 23760 14400 29.0 Adjustments YP Factor,Lc 0.66 0.40 Loads Uniform TL:535 =A Notes Punchlist property new house/Cotuit Bay Design 83 Swift avenue Osterville,MA GA Project# No: /� � Fee THE COMMONW ASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION y TO RNSTABLE, MASSACHUSETTS .t Apphratt, DT ion (Construction i3ermit Application for a Permit to Construct( Repair(' ) Upgrade( ) A andon( ) ❑Complete System ❑Individual Components Location Ad4r s or Lot No. E3,1 S Wt-?" At Owner's Name,Address,and Tel.No. (�s �v N))-e ' Assessor's Map/Parcel ' --03,6 Lab uS 1 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. s1G� At TZ: j'_t!NC Cli✓Mew �o S�Ic�� Type of Building: Dwelling No.of Bedrooms Lot Size / sq.ft. Garbage Grinder( ) Other Type of Building t No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yyL' gpd Design flow provided l/y3, gpd Plan Date Y 119—l—7 Number of sheets Revision Date Title pp Size of Septic Tank I Sd� C' GL01 9!11 Type of S.A.S. l•C. �CA"�Gv� Description of Soil Nature of Repairs orAlterations(Answer when applicable) (os+e-a[L NC ) GC & C &1y%be s t c)A[n 5No!s1P S s sIncis24NI Mo 1010A) .4 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. Sign Date Application Approved by Date ON Application Disapproved by Date for the following reasons Permit No. / Date Issued y -- No. r• �/ f ° Fee THE COMMONI ASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - RNSTABLE, MASSACHUSETTS -' ftPIiration for G Is Construction Permit Application for a Permit to Construct(Repair( ) Upgrade(' ) and'on( )' ❑Complete System El Individual Components 1 Location Address or L`o,t No. �j'� j ��} Owner's Name,Address,and Tel.No. C?,,'F Cf V 0)-f ► a 'A.�Ssessor's ap/1'arcel „ —0 3 ob L el &S 1 } a Installer's4Name;Address,ind Tel.No. s Designer's Name,Address,and Tel.No. s1 cc�saNc fa/��� L". she. Type of Building-. �* R`* Dwelling. No'.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other`°°Type of Building If��Jd[G No.of Persons Showers( ) Cafeteria( ) Other Fixtures !, Design Flow(min.required) !Vy/) gpd Design flow provided <� (�, gpd Plan 'Date ~V-)- 1-7 Number of sheets Revision Date _ Title Size of Septic Tank I y� G It Ile or-.,) Type of S.A.S. {' DescriptiopofSoil Nature of Repairs or Alterations(Answer when applicable)° 1 A�c s�� ri !1,00 c.n titm e_�O1)4 V +<"6V ' �a n1t`��S ,�•'i� Co f kAn�►b(�/'e-1 t-J 1 tn, ,W)R,P q S `,In cAto__n_AtJ 0 r" . Date last inspected:. "Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal systern'in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of a� Compliance has been issued by this Board of Health. + Sign "' ) Date-7-2,4/- /�- Application Approved by f Date Application Disapproved by ;� Date for the following reasons �} 4 .Y Permit No. r a{�'/1 ,.� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Ceftifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) ,Repaired( ) Upgraded( ) Abandoned( )byL I at R1 kx Alp- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoZ/ --:�'Vj dated Installer.Z"4e ry ), (cuo T^y Designer ear-J #bedrooms Approved design flow �Lj kl.,ll gpd The issuance of this permit shall not be construed as a guarantee�`t the system wil functio `as dk's geed. Date-' Inspector ------------------------------------------------------------------------------------------------------------------ !R �17—C945 Fee. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS DtTp !M *pstem Construction Permit Permission is hereby granted to Construct(f) ARepair( ) Upgrade( ) Abandon( ) System located at S�t�.� and as described in the above Application fo Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must becrom�leted within three years of the date of this permit. Date / , ! Approved by r' LU tz °� 'Z, �4I it 13 (/ J/ �3 i� a ' •z�,- I EX/ 7i - CONCRE'TG j �� FOrJ/✓AAT/O,V��� i J8 0 �/ j V l 0-Y ' I i� U L o T /t/D. 3 G a s C 20, 98S 57, }k b ti / ;.��``• ���✓'�~ .mac. G �/f/L' /.--L-`"'"`~• R�S� sp✓AFT '`� �,____...:---._---"._` EY/STi.VG LOT CovC�dGt B/ fdU,v�AT/DV- 2/6d,e .,.F. i }I I , Fo/i�clD,977oN ,vs-,Bc//GT CLAN I P.PE�fr��1, FoR �a rni a h I �= P• N_� -SNDi✓/n!G 7NG-"NEk/F oUN./sATic)N' i � DOYlE,tl1 No.33eeii •r A5'_S JDiQ.� /6S 1-wcG L '3 7 '9FgLSTEa��.pQr/ 83 SGIi/FT 4 VENUE US BfIiP/lS7A1'L�, All/J. 20/7 • JONN.D�yc E',P�S Sod-�e�-/�9.5` /70 C4U/EPF/EG1J /4/w FA41V?J417f/, ILIA. D2,-3G Town of Barnstable P# ) `CSC? Depariment of Regulatory Services KAM i Public Health Division Date ,ra 4- iha 200 4ain Street,Hyartnis4Mi102b0} Date Scheduled ' . f Time b r t1 Fee Pd. (t e• rCr, Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: Location Addres LOCATION&GENERAL INFORMATION s Owner's Lame 0 5 �v ) / (' v o 3 Address Assessors:Map ParreL tL� Engineer's Name t jVj NEW CONSTRLCTiol REPAIR Telephone Land lise ` �l{.Y.'It CA\ Slopes Surface Stones ij Distances from: Open Water-Body "'������It Possible Wet.Area�—@ Drinking Water Well Af f�A�}t Drainage Way 1„r lei-----!ll------ft Property Litre 1.. i fl other f' `3—"-7' SKETCH:(Street name,dimensions of lot,exact I'Qcationsof test holes&pere tests,locale wetlands to pmx rally to holes) TO N Parent material(geologic) ^- &,;{, r)- Depth to Bedrock PJ�- Depth to Groundwater., Standing Water in Hole JU>Rt1R. h5 'Weeping fromPit Face PJ t1)ti,Zi f Estimated Seasonal High Groundwater ?ti DETERMINATION FOR SEASONAL HIGH WATER TABLE Met:s tisc& Dept h Observed standing in ohs.'hole: in. Depth to suit mantles: i t. Depth to weeping from side ofobs.hole: in. Gmnndualer Adjustment ft Index Well#t Reading Bate: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION Observation TEST . Hate. Time Hole ? Time at 9" Depth of Pere Time at6 (ttrfti Start Pre-soak Time x ,. Time(4'-6") z✓4 End Pre-soak RateMinitnch Site Suitability Assessment site Pa.'s Site failedt Additional TestiogNeeded(YIN) Original:Public Health Division Observation Hole Data To Be Completed on Back--------- ' ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q s.SEPTLCIPERCFOR.',1:DOC r DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texam Sail Cotnr Surface(in.) Soil Other {USDA) munsell) Moulins (Snitctu a Stones,Boulders, Censistenc 1 Lira+=c A ' ° u sz .— 4 DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Suit Texture Soil Color - Surface(ill.) Snit Oihcr' (USDA); (Menrsetl) Mottling (Sinreture,Stonu.Boulders. cp Consisten• ° Grae 1. tg 31� Ala ;f � ILA Y el i4 ,i 5" -11L DEEP OBSERVATION HOLE LOG Hole#-- Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in:) (USDA) onset! Other (Mansell) Mottling (Structure,Stones.Bouldem. - j( o ishnc ^I L`rnv a L t G DEEP OBSERVATION HOLE LOG Mote#_- Depth from Soul Horizon Soil Timure; Satt Color Soif Other Surface(in.1 (USDA) - (Mansell) .Matdine (Sinreatre,Scones,Boulder,. - Consistency ib rdtt A tiu,ir2. Flood Insurance Rate Mao- Above 500 year flood boundary NO— ties Within 500 year boundary No,, — - Within IW year flood boundary No V Yes___ Depth of.Natural]-Occurrine Pervious�lateriai Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area:proposed for the suit absorption system? If not,what is the depth of naturally occurring pervious material? Let9fication I.certify that on 4;f (date)1 have passed.the soil evaluator examination approved by the Department of Environn ental Pr do and that the above analysis was performed by me consistent with the required traini e ience described in 310 CMR ISAI7. r. Signature Date_ ` . f):',SEF ICtPER.CFOH.NI.DOC - - Iv p • „ ;. m Iti � F e'� . 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Article Number_ (; :?.'; ; i t t t t C i _ d r (Transfe from`servicefabeol i '' £ }iyr?OD6 ;D810i DDOI 3525} 3442 ,s Form 38.11,:February 2004; ; ;;; i Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE TRA" Eoeg Paid 'P'drfq 0. • S@der:Tease priq't your name, addrfss, aod"ZtP+4 in this - -------------- fill I 1111111111111to 1111111 iF l:�,w Town of Barnstable z Regulatory Services w 1ARNSTABLE, MASS. Thomas F. Geiler, Director 039 ,m �En�u►�A Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA'02601 I Office: 508-862-4644 Fax: 508-790-6304 Donna M. Clough January 3,2013 83 Swift Ave. Osterville, MA. 02655 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE - VII 060-16, ARTICLE .I 053.1. VIOLATION OF 105 CMR :410.354 STATE SANITARY CODE I The property owned by you located at 83 Swift,Avenue, Osterville, was.investigated on ' December 31, 2012 by Donald Desmarais, RS- Health Inspector for the Town of Barnstable, because of a complaint. The following violations.were observed. §360-16; Town of Barnstable Code: The septic system is in hydraulic failure.. Raw sewage was observed at ground level. Sewage odors were detected I 1) You are directed to hire. a licensed septage hauler to pump the overflowing septic system within twenty-four (24) hours of recei"t of this letter. 2 You are also directed to kee the on-site sewage e disposal. system pumped as man times as necessary(dailyif need be to keepit from overflowing onto the`round. . 3) You are further directed to+contact and hire a professional engineer.to design a septic system which meets local and state regulation requirements. 4) The newly installed septic system--.-shall be completed on or before 60 days from receipt of this order. You may request a hearing before the'Board:of Health if written petition requesting.same. is received within ten (10) days after the date the order is served. Non-compliance may result in the issuance of a $10000 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a I separate violation. PER ORDER O THE BOARD OF HEALTH - Thomas A. McKean Director of Public Health yw / Y I K3 Ove left, I r i i I Health. Complaints 16-Apr-02 Time: 11:00:00 AM Date: 4/12/2002 Complaint Number: 3366 Referred,To:. David.Stanton Taken By: FLORENCE SMITH Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article.X Detail: UNSANITARY CONDITIONS Business Name: Number: 83 Street: Swift Ave. Village: OSTERVILLE Assessors.Map. Parcel: Complaint Description: There is a truck full,of debris.on the.lawn. There is steel.fruniture all.over the yard.and. buckets.of water which.are.breeding. mosquitos. The people living in.this house area cleaning.cellars and attics then dump.it all in the yard.. doesn't want to look at this mess.day in and.day out. said.this has.been going.on,for some time now. Actions Taken/Results: There is a pile of metals in the backyard, I spoke with the tenant and let him know that he can,not have.this,.and gave.him Nuisance control reg#1.saying.he can't collect scrap metals in the yard. He.was given.a notice with 30 days to clean.it up,.or further action.will be taken. 1 photo on.file. Investigation.Date: 4/12/2002 Investigation Time: 3:30:00 PM 1 _. ®F TC r� "°;6 The Town of Barnstable ' BABNSTABLE, * Office of Town Manager y MASS. g Apr 1639n. Aim 367 Main Street, Hyannis MA 02601 Eo u„or Office: 508-862-4610 John C.Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM D E C � V E APR 1 i TO: Tom Ge'ler, Director of Regulatory Services TOWN Of BARNSTABLE CA/W&M/LICENSE/PARK/ORO-VIOL FR: J J. ssistant Town Manager DT: April 11, 2002 RE: Letter from Mrs. Scott Enclosed is a copy of a letter that we received from Mrs. Grace Scott regarding a situation at her next-door neighbor's yard. Tom, at your earliest convenience would you please respond to Mrs. Scott's letter and advise me on how you intend to handle this matter. Thank you. JJD:lmb Enclosure cc: John Klimm, Town Manager TOWN 0c b. L NS TABLE '02 APR -8 P12 :31 A7 � '. 100 r „. ., ,-.-..,,,,..y..:'^r�:�.�c ..-... :,,...ti..P� :tt. .e*:.., , - ..r T. r,1`.<ti,-' .•s..:fry,.+'^"'r^`°.:r.' '++”F ctT+i' .m;,.m-T^t�.�,"'.in77z,7?r.7r�.wr+ .: TOWN �OF BARNSTABLE BAR-W 3631 �. Ordinance or Regulation WARNING NOTICE Name of Of of 1't!/t . f j d V-0 A Address of Offender - j a na, t``� A,10 /, f �a, //Q MV/MB Reg.# Village/State/Zip , ►r,,,Ile Business Name �a., am/p ► on Y// %t 20 02 Business Address .+Dlyl: f 4,)• �,�44�'�., , • Signature 'of Enforcing Officer x Village/State/Zip I Location of Offense ' Enforcing/bhpt/Division Offense •,'3�lleff= K ir + N1I� t f? r 4f/ p � f Facts P P i n 1,kfe, _ L I t�fyl/f.0 y� ,fir C /� � �� � f !/3 .a� T,r 1 4)oc�, 11jr �rNJ lyr..+r 41if, ✓1.f'S �+✓� 11,4e�li.ti� x.a This will serve only as a 'warning! At 'thYs time no legal action has been` taken. . It is ithe goal of Town agencies to achieve voluntary--compliance of Town Ordinari-ces, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-.OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD ENFORCING DEPT. t !o-�'""^r�°""l".... r�.x .±cv+w�. ,...:+=y`. 'q�.,a2' �' .�.6,�r�.� •-^.—�S-t T•+71",`r�an�t' •"'Sq " 3i:, `f-r..� .�.•� - � 1 TOWN OF_ BARNSTABLE BAR-w j� Ordinance or Regulation ' ^~ ~ ' WARNING NOTICE Name. of -Offender/Manager dA1114 SIiP/ Address of Offender e s n, ( T`3-le A,, (1-e,1J1,P MV/MB Reg.# z Village/State/Zip C/ -,, 1-1'e- Business Name am/pm) on , 20 ' �• Business Address 1 t Signr°ature of Enforcing Officer Village/State/Zip Location of Offense , .» f 4r,- Ile Enforcing/Dept/Division , Offense. t3z r,,t`i .. (r i 3 4"'ro obd l= ( f'1 h 1 11491+' x _F FactsIt " / A §tr t 4 +�✓' d r�`+ s'u/t C^;M '. This will serve only as a warning! At thi`s:, time no legal action has been" taken. It is the goal of Town agencies to achieve voluntary compliance of Town i{ Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result, in appropriate legal action by the Town. .: WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK,-ENFORCING OFFICER GOLD-ENFORCING DEPT. 44'4;• 14'v' r-0• NOTES: e'er" 264" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 4'n• 3'r• a'-4" 3<- 13'-r 9'-B" 3— T41" 3— T, 3'�' &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR ON F.F. &6'8"ON THE SECOND FLOOR § 0 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS E E E STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE,2.25 ASPECT RATIO - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, p D OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING - 4 DECK As m E E AS 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e 1_1480 LOAD A TLE 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING AND PROPOSED DETAILS A59.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SUNROOM SIMPSON COMPONENTS EE 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS (vAULreD) TO BE 3000 PSI ANDERSEN 12068-0 FRENCNWOOD DOU 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE E E E E SLIDING DOOR E - DURING FRAMING CONSTRUCTION BEAM ABOVE 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE b —� 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE q BUILT-IN L VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES i cAaINETs r—— 14-)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" DINING I O o &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF I SINK MASSACHUSETTS WIND SPEED MAPS GAS LIVING 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS - F.P. y I VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS MASTER CENTERLINE ID vf- W/OWNERS PRIORWTO START OF CONSTRUCTION BEDROOM KITCHEN 16.)FOILOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY (VERIFYKITCHEN RANGE O EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION LAVOUTW/OWNER) INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE a-r 1s'-s• 3•�• r-r 4•a yr 14•-T yr BUILTJN � Y 17.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE CABINETS DESIGNER/CONTRACTOR IN THE FIELD 4 BEAM ABOVE I 4'P C.O. REF 18.)PROVIDE FIREPROOFING FOR I-JOISTS PER CODE SUCH AS FLACK JACKET, --- --- — — --------------- °n1'� --- — Kr.DooR z 1/2"GYPSUM BOARD,OR OTHER MEANS A S —T————— 1sR I HALL-�' 19.)I-JOIST MINIMUM PRO RATING(EXAMPLE TJI TO BE 50 FOR LESS BOUNCE) I 15'0'X6'a- I rs x s'6 Q mom o C I OS.D 4'r v4 za x se D I p T.DOOR 4 IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS rI ED O I I I + DRY I 3 l PTRY. CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 4G2.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) I I I 3 WI Eo EME 15 a Ew W.I.C. HALL Mo FIRE RATED NOTES 3'-1031 5'-21/4' r<' 5­ DOOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. es 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR MASTER —J rPKT.DOOR OF THE HOME OR R-19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL m 3.REFERTOIECC2015CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENT. LI -ZO'x6E BATH zexse Q 4.13 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR PDR. ICLOS 4 8 R13 CAVITY INSULATION I +69 SR ;•, A A ``qV ROOM ,5ro TEMPERED A As II A COVERED B GARAGE N II PORCH ®I (WE DECKING) . A B CAST x 6 POSTS &F K A5 A CASING Toa•WIDEDE 8 HIGH BASED 1P WIDE >r C AS AS � 103• � 9'0'x8'O.O.H.DOO 9'0•x8'0.O.H.DOOR CONC. APRON WINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS - A ANDERSEN ADH2648 2'6"x4'8' DOUBLEHUNG 5'-3 yr e'-r 4'-3 yr L 51c• a'-r 4'4)' 73' 1'E' B'-0" '-0' 9'-0` rc• B ADH2O48 2'0"x 4'8" DOUBLEHUNG C ADH2634 2'6"x T4" DOUBLEHUNG t. D ACW2034-2 4'0"x 3'4" CASEMENT 16•-0• zB'c zz'-m E ADH3050 TO"x 5'0" DOUBLEHUNG F " ATF2014 TO"x1'4" TRANSOM FIRST FLOOR PLAN G AAN3020 "x 2'0" AWNING H AAN2620 2'6"x 2'0" AWNING - FIRST FLOOR = 1644 S.F. J ADH2640 2'6"x4.0" DOUBLEHUNG SECOND FLOOR = 1328 S.F. K ADH2644 2'6"x 4'4" DOUBLEHUNG FULL BASEMENT = 1644 S.F. O SMOKE DETECTOR L AAN2020 TO"x 2'0" AWNING TOTAL AREA =3780 S.F. Q CARBON MONOXIDE DErecroR 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS GARAGE =517 S.F. ®HEAT DETECTOR WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS COVERED PORCH = 123 S.F. 2.ANDERSEN A-SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR,LOWE-4 GLAZING BUILDING FOOTPRINT =2280 S.F. &INTERIOR GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&ESTATE SATIN NICKEL HARDWARE THE DESIGNER SHALL BE NOTIFIED IF ANY B�® • ERRORS CTION. HEBUILDINGC DON SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FORCONSTR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILL BE RESPONSIBLE FORT ECONTENTTOR IN THESE DRAWINGS IF CONSTRUCTION 1/4" MASHPEE,MA. 02649 COSIGNER OF ROMITHE OMISSIONS, Al PH.(508)274-1166 PUNCHLIST PROPERTY 8 DESIGNER OF IT ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 TOF HES E OWNER INDS REQUIRES THEW USE OF DATE TNESE DRAWINGS REQUIRES THE WRITTEN 6/8/2017 83 SWIFT AVENUE OSTERVILLE, MA " CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1890. 44'B 14'-0- 2'-0• • AS • �, I (SHED DORMER) A5 10'-0• 12'-B' 2'-0• A AS K K L § O° ow SHWR. IIC LOS xBe• /\ o 2.6— BATH§ I R I � ACCESS I - - ' PANEL BATH 0 % O I 26 xfi8 § BEDROOM#3 LIN. 'axe'e• ro L 76'x 68' ' . HALL 2'6•x68• 4� 6 — •y § c 4 BEDROOM#2 DONN �•IR Y6 i BB' —— © RAILING DN. • OPEN TO s Y BELOW BEDROOM#4. K " ACCESS I I AC F -PANEL - e"- PA LOFT I\ I � H H I \ q I § § A5 '' 9 PORCH ROOF InBELOW I - I I I LINFINIE HED 4 a ATTIC 5 C I I I I c CONT.RIDGE VENT A5 I I A5 I 12 TYF.1 x 8'FLYING RP10E• I I 2 BOARDS W/1 x 3 DRIP6 12 1 x 4—RAKE ASPHALT ROOF SHINGLES F K TOP OF PLATE ® ® 2'.T 4'£ 2- ILL TRIM W - Nll 2'SIIL ' AZEK 1 x 6 FASCIA,SOFFIT 6 - (SHED DORMER) 1.8 FRIEZE BOARDSVJI .ALUMINUM GUTTERS ECOND FLOOR I W-P 2DY 2— UBFLOOR TOP OF PLATE " SECOND FLOOR PLAN ® oo y n n Ll IRST FLOOR UBFLOOR RIGHT ELEVATION W.CBSHING E—TO WEATHER AZEK 1 16 CORNER BOARDS VERIFY RETAINING WALL 6 GRADING IN THE FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEW HOUSE FOR: ER RORSOROMISSIONSAREFOUNDON SCALE DRAWINGNO. u 43BREWSTERROAD CONSTRUCTION.THE lJ/•'� C CONSTRUCTION.THE BUILDING CONTRACTOR MAS/HPEE,MA. OZV49 WTHESEDSPON GSIF ORTHECONTENT 1/411 _ 11 OII ` p� .I P U N C H L I S T PROPERTY IN THESE DRAWINGS IF CONSTRUCTION PH. SGOV 2G74(-1(166 COMMENCESWTHOUT NOTIFYINGTHE F (�O 539-9402 OF THE ER ERNOTED.AS OTHER USE S. �� p THESE DRAWNGS ARE SOLELY FOR THE USE DATE : 83 SWIFT AVENUE OSTERVILLE, MA OF THE ECTURANOTEDAHTPROECTIOF THESE DRAWINGS REQUIRES THE WRITTEN CHI CONSENT OF THE DESIGNER UNDER THE L`/O/2017 MT OF19TURFLL COPYRIGHT PROTECTION V C.1 ACT OF 1930. CONT.RIDGE VENT ASPHALT ROOF SHINGLES AZEK 1•B FASCIA SOFFIT 8 1 16 Ffl1EZE BOARDS Wl ALUMINUM GUTTERS • TOP.Ct PUITE „ AZEK1v4TRIM 12 ®® ® ® ® ®Wl �12 2'SILL C _ f TYP.1ve'FI"3 HAKE' LI ® 1�x45U A1KE DRIP SECOND FLOOR ' SUB_FLOOR TOP OF PLATE AZEK PEDIMENT HEAD FH 6 CORNER Ex R�DOUBLE DIPPED MAIBEC q W.C,SHINGLES 5'TO WEATHER ATLANTIC PVC SHUTTERS (VERIFY COLORWtl ONMERS) FIRST FLOOR SUB_FLOOR 12 12 P.T.A.B POSTS W/AZEK -CARRIAGE HOUSE STYLE CASINGTOS'WIDESB' OH.DOORS,VERIFY ALL • HIGH BASE.-WIDE TOPOF PLATE .DETAILSNHOWNERS .i 2 FRONT ELEVATION 12 12 / - BECONOFLOOR - SVB_FLOOR TOPOF PLATE rm q I .MNI FIRST FLOOR • - J.SUBFLOOR I I LEFT ELEVATION J _____________________________ _--_----_------_—L1, . • L------__ - ---------------------------- --_ --------------_____ J TOP OF PLATE 7II} T VWEAWAV,STA A " BASEMENT ACCESS ' 2 FMI C Sfj ECOND FLOOR SUBFLOOR_ - TOP OF PUITE =-EIEIH FIR TH SUBFLOOR SFLOOR SU EL.50.0 ❑ ❑ I'_'_'_1'_"� ' 'REAR ELEVATION 1 —VERIFY RANING WL .ETAILS IN THE FIELD W L 1 .RAIN IN SLAB THE DESIGNER SHALL BE NOTIFIED IF ANY ®�® COTUIT BAY DESIGN, LLC NEW HOUSE FOR: ERROR SOROMISSIONRTOSTANDON SCALE : DRAWING NO.: THESE S OR O GS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILLBERESPONSIBLEFORTHECONTENT 1/411— 11—ON MASHPEE,MA. 02649 COMMENCES S WINGSIF CONSTRUCTION PH.(508)274-1166 P U N C H L I ST PROPERTY COMMENCES ANY ERROR$THOUT OR OMNO ISSIONS.NY �� FAX(5O 539-9402 THESE DRANANGS ARESOLELV FOR THE USE 83 SWIFT AVENUE OSTERVILLE, MA CONOF ETOFTHEOTEDNERUNERTHEOF DATE THESE DRANANGS REQUIRES THE WRITTEN ARCHITECTURAL COPYRIGHT PROTECTION 6/8/2017 ACT OF IS.. NAILING SCHEDULE 5° 5'1• „' 26'-0 -0• _'� 110 MPH EXPOSURE B WIND ZONE 6'6' e'-e' 6'-6. 3.8• s1' 3­ 3- -. 10'DU\.CONCRETE SONOTUBES JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING W24•DIA.BIGFOOTFOOTINGS To 47 BELOW GRADE.USE ROOF FRAMING SIMPSONZMAXABu66POSTBASE W SIB"DIA.J BOLT&AC6 OR ACE6 BLOCKING TO RAFTER(TOE NAILED) 2-8d - - 2-10d EACH END POST CAPS. - FASTEN JOISTS TO BEAM k RIM BOARD TO RAFTER(END NAILED) _ 2-t6 d 3-16d EACH END A AS - W SIMPBON H2.5 TIES " WALLFRAMING - A5 I. TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5.16d AT JOINTS I? p 4 • STUD TO STUD(FACE NAILED) 2-16d •I 2-16d. 24'o.c. .I � HEADER TO HEADER(FACE NAILED) 16d _ .16d x lW o.c.ALONG EDGES 4'-1' - 3'r' -4'3 \ 3-PT,2 x 10's FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END I BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK r —— —— — — • LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST I I D I D JOIST ON LEDGER TO BEAM(TOE NAILED) 3LBd 3-10d PER JOIST I I § T.2 x 10s 16•o.c. A A5 BAND JOIST TO JOIST(END NAILED) 3-75d - 4-Ed PER JOIST I I - q -wI MIq'SPAN BL KIN I y BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: - - I: I ''I P.T.2r 10 LEDGER BOARD SCREWED TO b WOOD STRUCTURAL'PANELS(PLYWOOD) a I I 1 oID LOCKIINGLUW/1a)J E.G HANGERSE RAFTERS OR TRUSSES SPACED UP TO 16'ox, 8d 10tl 6"EDGE/6"FIELD I INsrnu slMvsoN Dmi I I RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d - tOd" 4•'EDGE/4"FIELD Up 'TENSION TIES AT(3)LOCATIONS' GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD I CON'.9A5 _ FROM HOUSE TOD3ECK JOIST I I W DRAIN (1)EACH END&IN THE MIDDLE T T-0• „ GABLE END WA RAKE OR RAKE TRUSS 8d tOd 6"EDGE/6"FIELD I I I I - W/STRUCTURAL OUTLOOKERS — —— — — — — — — — GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d. 4"EDGE/4".FIELD }2 x 2 GI r .. CEILING SHEATHING: : - - TYP.WCONCRETEFOUNDATION I' — — -- — — — — — - — — -- — — — _J BE GYPSUM WALLBOARD Sd COOLERS -- 7"EDGE/10"FIELD ' - gTg­-o,a,sT FROM ourslDE I I x PK. WALL SHEATHING: _ - FACE OF WALL,GRADE 60 BARS I b. DOUBLE JOIST U NDER r I I 4 WOOD STRUCTURAL PANELS(PLYWOOD) - ' 8(1)NO IZONTAL BAR AT TOP, I - WALL JOISTS &INSTALL . TYPICAL 3 112'DIA - • v �' I � JOIST581NSTALL HDR. - ' STEEL LALLV COLUMN r MIDDLE BOTTOM OF WALL FOR HVAC VENT PIPES TYPICAL 30-.30'x 12' x -STUDS SPACED UP TO 24"o.c. 8d tOtl b"EDGE/72"FIELD 72'&25/32"FIBERBOARD PANELS. 8d -- - 3"EDGE/6"FIELD C � I I corvcRETE FooTINc - I - 10 GYPSUM WALLBOARD - 5d COOLERS - -_ - .7"EDGE/10"FIELD W 22;4 KEY TYP.1- 0•corvcftETE FoonrvGs I ' - - `rs 11]IB'IJOISTS Q 16•o.c. FLOOR SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD) V OR LESS THICKNESS ^ 8d .10tl • �6"EDGE/17' - ` GREATER THAN 1"THICKNESS tOd 16d' 6'EDGE/6" 'PK I — Wl2 365 EEL EAM rt N a ELEVATION VIEW SIDE ELEVATION - - - - - I FROM EXT RIOR Gam I I e« mmr4mx �, 1. I 4 --- .: .•,_ _ .. - '. � I � NPICAL4x x114' evm a4er(ore erav awanaaem.ml � ° STEEL FOSTWI PLATE FULL --- - ._EC I I (SEE DETAIL) ——— PICAL4z'x4z xs• BASEMENT a came ea,eanommre.ce, I CONCRETE'FOOTING P4 CONIC.SLAB W/10 MIL J L /INzr=Nlow/ SOLID BLOCKING IN I r'. POLY UND RNEATH) —— I THE OUTSIDE DE TWO I I. — — -- L — — — .. I a soFa • °°aI uin'a ,l ml retie II ,rva sneamngn eneeaea JOIST BAYS @48'oe. r° , ° v amwkn9 I° •� . b v a p mu,sorvea,,mua rewreecervamaz li iI' ry, mr namz I S 2-3- '44' ,4'-9'. I• �d b FanenznaeNnemn,a q� �1 bl. '• I I ' . m.erq pnne,n as znom aMJ a f, �° • nem ni SI:. II *. Ie ..� .. • L - - I I DROP TOP OF WALL Imm,q lAma eaeb)ryP- e AT O.H.DOORS °b P ee II II 9 'I.I° I -- — — — I� 1�_ 15 I II,I . aeo elaaea mPe tlaa ao-ePareu a uY 11 6H b. _ ea,mmmmtlm,n m ii: - .Ii 'mi=. rw w. - ----- ----------N --1. L — — --J.. I I F L _ 1 sl soon 1 •L J • - a As — — — — I GARAGE (4•CONIC.SLAB. I .. h i•. �'y, ne mwola r.o owns anyaa • II F.T. LEDGER BOARD SCREWED I PITCH 2•TO O.H.DOOR _ 6 tic c - SOLID BLOCKINGLU210 JOISTLEDGS RLOK HANGERS PT.2 x Ss @ 16'o c W/6 x6 WAF EMBEDDED •b ( weml i °H I•I° 16•c.c.W ZMAX LU210 JOISTS HANGERS .4 I I" �N 810 MIL PoLV UNDER), -I y INSTALNTI SONDTT1Z TENSIONTIES AT(3)LO'ATIDNS � I I I L - I I I I°f Fuule�gm kmp amen * - I)EA H E D&IN TH'K JDI$T - I enom(2)n« - -.. µ:.. �I "II TI I°I .. •. (,)EACH END&IN THEMIDOLE , 61 MI Ncm,Sm xl,p iw •' .. '. No.mpn zmm w, II. II ,' _ I°p �, _ ; _ }PT.2x 10's ti,1. i .. I I .. . deb Rsox.SflflA 'I II. ,: a ,I I.I. truccaaipane snmin,rq - e WSIMPJOISTS TO 5TREAM 1. - ' � . x1f• ry.. I LI _ _� - - WSIMPSON H25TIES B As I I I W21'.CONCRETESONOTUBES W 24•DIE:BIGFOOT FOOTINGS �- ' _ TO SIMSP BELOW GRADE.USE C C SIMSPON ZMAX ABU66 POSTBPS per xae e4.ee -. I I DROP TOP OF WALL I I A5 s 1" 10 3• I —DROP O.H.DOORS I APA APA NARROW WALL BRACING METHOD NOT TO SCALE=: I -- -- 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION, - - - — ---------- ---------- CONIC. SEE APAPORTALWALLDETAIL .APRON FOR ALL O.H.DOOR WALL FRAMING z 15' INSTALL—ANCHORBOLTSAT24`c.c MAX. - " • - _ 1'-3 9b' 9d• W SIMPSON BPS SI}3 BEARING PLATES 6• 9' PLACEBOLTSWITHINT-15.OFEACH CORNER All TO A 9-MINIMUM DEPTH • I - - - . r c 1 INSTALL FLASHING UNDER I HOUSEWRAP S DECKING I I - ❑ i DECKING - e - - • -- 24•P FLOOR JOISTS FOUNDATION P LA N P.T.2x 10's@16•o.c. P.T.2.6 SILL W SEALER INSTALL FEEL&STICK 1)IN ADDITION.TO THE DETAILS INCLUDED IN THIS SET OF DRAWINGS,THE GC - - ° Q. RUBBER MEMBRANE - BETWEEN LEDGER& (AND FRAMER)SHALL REFER TO THE ENGINEERED JOIST MANUFACTURER'S SHEATHING REQUIREMENTS&INSTALLATION INSTRUCTIONS.IT IS RECOMMENDED THAT " ANCHOR BOLT DETAIL RT.2x 10 LEDGER BOARDSCdeWEDTO THE GC HAVE AN ENGINEERED JOIST LAYOUT PLAN DONE BY THE SUPPLIER SOLID BLOCKING W 2)LEDGERLOK SCREWS ALONG WITH ACTUAL JOIST CALCULATIONS AND HAVE THE DESIGNER REVIEW W ZMAX LU210 JOISTS HANGERS - SCALE:1/2"=T-0" DECK DETAIL IN STALL SIMPSON DTTIZ THOSE LAYOUTS AND CALCULATIONS PRIOR TO ORDERING MATERIAL.ALL - - f� /'1 TENSION TIES AT(3)LOCATIONS FROM HOUSE TO DECK JOIST ENGINEERED JOIST SPANS SHALL BE BASED UPON L/480 DEFLECTION TABLES. (1)EACH END B IN THE MIDDLE THE DESIGNER SHALL BENOTIFIEDIFANY - ®� COTUIT�BAY DESIGN, LLC HEW HOUSE FOR• ERRORDRAWINS OR SPRIORSIONS TO F SCALE: DRAWING NO.: 43 BREWSTER ROAD CONSTRUCTION, DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILLS RESPONSIBLE FOR THE CONTENT 1/AH_ 11 011 IN THESE DRAWINGS FCONSTRUCTION Y MASHPEE,MA. 02649 COMMENCES WTHOUT NOTIFYING THE PH.(508 274-1166 PUNCHLIST PROPERTY ) DESIGNER OF ANY ERRORS OR OMISSIONS. A THERE OMER NOTED. SOLELVFER THE USE DATE : �� FAX(50$)539-9402SE 83 SWIFT AVENUE OSTERVILLE, MA CONSENT OF THE TECTU NOTEDIGH PROTECTION THESE DRAWINGS REQUIRES THE WRITTEN AROHITECTOF THE DESIGNER UNDER THE U RAL COPYRIGHT PROTECTION 6/8/2017 ACT OF 1990. 'ti TYP.ROOF CONST. CONT.RIDGE VENT .2.12 ROOF RAFTERS -5,8-CDX PLYWOOOD ROOF SHEATHING 12 -ASPHALT ROOF SHINGLES 12 _ -15LB.FELT PAPER =' 2 x 6s®16-o.c. -11•HI-R BATT INSULATION / \ @ SLOPED CEILINGS(R=38) -11•BATT INSULATION 12 12 0 FLAT CEILINGS(R-33) 4.5� -�4.5 -MULTI LVL RIDGEBEAM 12 / \ -SIMPSQN H 2.5 HURRICANE CLIPS 0 5� / 12 / / \ \ ATALLRAFTER ENDS 12 r,. r //// \�\ ITT'FA ROOF MIELO AT BOTTOM BOTTOM OF BOTTOM OF �PROP-WIND-A VE BARBR BETWEEN RAFTERS CEILING JOISTS 2.1. 16-o.c. CEILINGJOISTS 2x 12's 16'o.t. 112'GYF.3STWARD O�N1Bxo3 STRAPPING \\\\\ CONT.SOFFIT VENTS ' H N F / m BEDROOM LOFT BATH\\\\ 2 \ \ TYP.WALL CONST. SECOND FLOOR 1.22-STVOS DSHE T - SECOND FLOOR / \ 2.t12'PLYWOOD SHEATHING SUBFLOOR SUBFLOOR 3.8-(Re20)BATT INSULATION 11]/B-I--T. 16-o.c. Il 71W I-JOISTS 11 7I6-I-JOISTS@16-- 4.112-GVPBUM BOARD TOP OF PLATE TOP F PLATE 5.W.C.SHINGLE SIDING 3-1 3l4•x 911Y LVL BEAM ' 6.TYVEK VAPOR BARRIER LOCKING UNDER _ x DORMER WALL WI2 x 22 STEEL BEAM W12 19 STEEL BEAM1 x 6 DEAD BOARD &RECESSED LIGHTING MASTER P.T.2 x 10 LEDGER BOARD SCREWED TO T MASTER 4 SOLID BLOCKING 1(2)LE GERLOK SCREWS BATH BEDROOM HALL LIVING 6-o.c W/ PS LU110JOISTS HANGERS INSTALLSI MPSON 1D JZ TENSION TIES AT LOCATIONS VERIFY DECKING&RAILING 3M•T B G PLYWOOD FROM HOUSE TO DECK JOIST MATERIALS W/OVJIJER FIRST.fLOOR FIRST FLOOR PE BECK IN SUBFLOOR-GLUED S NAILED (1)EACH END 8IN THE MIDDLE - SUBFLOOR SUBFLOOR 1 ` 11]IB-I-JOISTS 16'o.c' AZEK FASCIA P.T.2 x Ss @ 1 11]IB-I-JOISTS @ 16-o.c. P.T.2 x 10s i6•o.c W 1 SIMPSON H2.5 TIEFASTE S M - W12 x36 STEEL BEAM i P.T.2x 10s - 9-BATT INSULATION(R=30) WI2 x36 STEEL BEAM 3.2x6 HOR. VERIFY AREAWAY MATERIALS &HEIGHTS IN THE FIELD - f0-DIA.CONCRETE SONONBES • CONCRETE FOUNDATION ON2PDIA-BIGFOOTFOOTINGS FULL TO WIT BELOW GRADE.USE P.T.2 x 6 SILL WALLS Wtl 66 VERTICAL BARS AT4S`1-S--ROMOUTSIDE b SIMPSON ABU 66 POST BPSE, b BASEMENT VJI SEALER FACE OF WALL,GRADE 60 BARS FULL &(1)HORIZONTAL BAR AT TOP, P,T.2 x 10 LEDGER BOARD LAG BOLTED TO MIDDLE 8 BOTTOM OF WALL BASEMENT, SOLID BLOCKING W9(2)LEDGERLOK BOLTS - DAMPPROOFBELOWGRADE - 3'-2- 16'o.c.VW JOISTS HANGERS AT BOTH ENDS 1 CONC.SLABWN 10 MIL POLY UNDER W 4- CONCRETE SO O NBES TO DIE.OWGR TFOOTINGS TOP OF SLAB R10 RIGID INSULATION TO d'0-BELOW GRADE.USE BASE 8'x 18'CONCRETE FOOTINGS SIMPSON ZMA%ABU66 POST BASE WI2x4KEV - W/ WDIAJ BOLT&AC6 OR ACES POST CAPS. CONIC.SLAB WI DRAT N (a)SECTION @ HALULIVING A SECTION @ HALULIVING A5 AS R10 RIGID INSULATION UNDER SLAB - 2.Bs@t6'o.c. - 12- /\2LRIDGEBEAM 12 UNFINISHED FW11 x38 STEEL BEAM j STORAGE WELDED TO STEEL COLUMNIPLATE . 8-x B-x 12-STEEL PI-ATE SECOND FLOOR WELDEDTO a-x 4-x 1I6- SUBFLCOR TOPOFPLATE STEELCOLUMN Lm PI 11]/8'I-JOISTS@i6-o.c. 7 BATT INSULATION(R=30) e`x W.W l'STEEL PLATE 5'8'FIRECODE GYP.eD. WELDED TO 4'x 4'.1W ON 1 x 3 STRAPPING @ 16' p O STEEL COLUMN,D0.ILL. —ANGARAGE GROUT FOR&W DIA..r LG. 6 _ THREADED ROD.NUTS .. _ ' WASHERS OR 5�8-DIA Q o TRENHDBOLTs(CTY.4) yGARAGE SUNROOM 4x4x 1/4' CONCRETEWALL HSS POST TOP VIEW (5t 12-O END VIEW sue ooR WL6x6WNVFEMBEDDED SUBFLOOR FLOORSLAB FIRST 11 6.1-JQIGT6 @16 STEEL BEAM/POST DETAIL VERIFY ALL GRADE SCALE:1/2" 1 r-0" HEIGHTS IN THE FIELD SECTION @ GARAGE FULL A5 BASEMENT P R10 RIGID INSULATION D SECTION @ SUNROOM A5 THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEW HOUSE FOR: ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: 43 BREWSTER ROAD CONSTRUCTION. THEB BUILDING STARTOF CONSTRUCTION.THEIOR T NGCONTRACTOR MASHPEE,MA. 02649 WILL THESEDRAWIN RESPONSIBLE DRAWINGS THE CONTENT 1/4H_ 11 011 PH.(508)274-1166 P U N C H L I ST PROPERTY IN THESE DRAWINGS IF CONSTRUCTION A V $$ COMMENCES WITHOUT NOTIFYING THE FAX(50 )539-9402 DESIGNER O—ER ANY OTED.ERROR.OTHER OMISSIONS. USEO 1n\/A' THESE DRAWANGS ARE SOLELY FOR THE USE DATE : 83 SWIFT AVENUE OSTERVILLE, MA OcHITE TNERNOTEDIGH PROTECTION THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER U NOER THE 6/g/2017 ARCHITECTURAL COPYRIGHT PROTECTION A5 ACT OF 1990. •- HIGHWIND ASPHALT ., ROOFSHINGLES --DX - < 2.12 RAFTERS 15Y FELT PAPER - ! WNo WASH` (2)SIMPSON A 23A HURRICANE CLIPS - BARRIER 3'a'W DE ICEN ATER SHIELD . ��• ALUMINUM DRIP EDGE Y. U 1 x 8 FASCIA BOARD • ' - p n D \ 1x3 STRAPPING 1x4 SOFFIT BOARD 1/Y GVPSUM BOAR 1x CONT.VINYL SOFFIT VENT - 1 x 3 SOFFIT BOARD - TYP.2x6WA I.S 1 3l4'CROWN -SOLID BLOCKING IN _ _ A5 - THE OUTSIDE TWO x6 FRIE2E BOARD , JOIST BAYS DETAIL AT WALL A5 4x6 POST 4.6 POST 9 4 SCALE`,1/2"=T-0" 2K,1J 2J 2J 2J 2KN .4K1J 3-1 3/4-x 11 7/8'LVL HEADER 4K,2J 2K.1J 2J 2K,1J 31 3/4'x14'LVL BEAM(FLUSH) 4 2- ¢I — + 6x6 TFROMRIDGE I " TO HEADER a 31 3l4'X7 14'LVL HEADER x _ +x 11]IB'I-JOIST .. a , • a �K.1J 2J 2J 2K.1J . i r .. ' p s�1s'oc L I. O e. .o 4 N 40s � " 2'"d' � W12x22 STEEL BEPM.� W12X195TEEL BE II ' • B - (SHED DORMER). - ry "°..: 414 STEEL POST4�x 4 STEEL FO;T 4J _ A5 ' .. - 2K:1J 2K.1J - - . • h - _ ' A5 X� A I I I I I m I a d. o V/ r .e o , q 1 314'%11 LVLRIDGE BOARD ry _ r a -1,l4%14'LVL RIDG OARD )1 3/4'x 14'LVI RIDGE BOARD _ r n S : 'm • r ry <� A5 .. .. a b SOLID BLOCKING IN THE _ - F - .. _ OUTSIDE TWO JOIST BAYS { 1 I < L }till 1.314"x 11]/8•LVLBEAM I , 2x 10 DERI 1 SEE APA PORT AL WALL DETAIL IDLE - _ .+ FRAM ING FOR ALL 0.H.DOOR WALL' .- TOHE ER26- 22- - us To EPMCI P80N AC68ACE6 Ar, BEMA ^ }1 3�4-x912 LVLBEAN N2xBRAFTERS TO SECOND FLOOR FRAMING PLAN B W/,IMP,ON H1a2 POST TIE, _ C SOLID2x8BL—KINGINTHEOUTSME . A5 TWO RAFTER B CEILING JOIST BAYS ([D - <..ALLOWS E FOR AIR - FLOWONTHEUNDERSIDEOFROOF SHEATHING 2'4Y 18'4i (SHED p00.MER) (SHED DORMER) - . NOTES. 1.)ALL ROOF RAFTERS TO BE 2 x 12's - I.- gas 224r - UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS ROOF FRAMING PLAN AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS - TH E DESIGNER SHALL BE NOTIFIED IF ANY ERRORS COTUIT BAY DESIGN, LLC N�W HOUSE FOR ' THESE NSPRIORSIONS TO START SCALE : DRAWING NO.: THEE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.IBLEHE FOR THE CONT EN TOR 1/4 1 0 IMLL BE RESPONSIBLE FOR THE CONTENT 1 11 IN THESE DRAWINGS IF CONSTRUCTION MASHPEE!MA- 02649 COMMENCES WITHOUT NOTIFYING THE PH.(508)274(�-1(�166 P U N C H L1 ST PROPERTY THESE DESIGNER OF GS ERROR,OR OMISSIONS. FAX(5088�539-9402 OF THE OWNER NOTED.ANY OTHER UBEOFE DATE : 83 SWIFT AVENUE OSTERVILLEI MA THESEDCTURAL REQUIRES GHT THE PROTECTTEN ION G CONSENT OF THE DESIGNER UNDER TH E 6/O/2017 ARCHITECTURAL COPYRIGHT PROTECTION CUB // A 6 ACT OF 1 990. ASSESSORS MAP — 26 PARCEL _ 4 GENERAL NOTES _�—IRON PIPE , ! Verification of Utilities FND ZONING — RESIDENTIAL ! 9 1. Contractor is responsible for Digsafe notification, b and protection of all underground utilities and pipes. FLOOD ZONE C � 2. The septic tank f� distribution box shall be set `d i • COMMUNITY PANEL 25001C0563J DATED MAY 17, 201a TV o level on 6" of 3/4'-1 1/2" stone. `6P ti / THERE ARE NO FLOOD PLaNs OR VELOCITY ZONES LOCATED wrtHlN 8 1. 3. Backfill should be clean sand or gravel with no 0 A , 3 Swift Ave° 200' RADIUS OF THE SITE. m stones over. 3' in size.' 9� ' 4. This system is subject to inspection during installation N 04D 25, 20 THERE ARE NO WETLANDS LOCATED WITHIN`A 200' RADIUS b Shay Environmental Services 4.94' ' OF THE PROPOSED SAS., Y Y 5. The contractor shall install this system in accordance f0/• $' j with Title V of the Massachusetts state code, the approved plan o b'OT1sLs - and Local Regulations. CBNDD.H. W., ��� ao,aiss Square re.�+/- S a 6. If, during installation the contractor encounters any x soil conditions or site conditions that are different �^'• so s� in- Main S from those shown on the soil log or in our design o, j `��'• 056 installation must halt & immediate notification be „ made to Shay Environmental Services i 2•. d' EXISTING HOUSE }� TO BE RAllED LOCUS MAP 7. No vehicle or heavy machinery shall ,drive over the- septic system unless noted as H-20 septic components. I 8. Install Tuf-Tits gas baffles or equals on all outlet tee ends. CB D.HJ. , TEST �LE 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. FNDy 10. All solid piping, tees & fittings shall be 4" diameter _ PROPOSSP ' Schedule 40 NSF PVC pipes with water tight joints. a moo �Rsca 11. Municipal Water is AVAILABLE. ALL SURROUNDING PROPERTIES ARE LEGEND SM -49 P-so.*a-.,.a p ON TOWN WATER MP 8X0 DENOTES PROPOSED O 'Y" M uv-s,.o \1 I / THE PROPERTY LINES ARE SPOT GRADE �Q3 7. T . DOYLE DENOTES EXISTING a PRO/ SSD j \ COMPILED FROM THE SURVEY PLAN BY JOHN P/ X 104.46 SPOT GRADE �, 4 DSD�o� �' \ / ASPHALT ENTITLED: ", PLAN OF LAND OF 83 SWIFT AVENUE, OSTERVILLE MA" sons p ; ORIVEWAYI i DATE:D: MARCH 24, 2017 PL PROPERTY UNE J �A� ; ; AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN ' So PROPOSED CONTOUR fo' J� / \ I IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. 97——————97 EXISTING CONTOUR 0 PROJECT BENCH MARK EXISTING CESSPOOL TO BE PUMPED OUT AND FILLED IN PLACE DEEP TEST HOLE & CATCH .BASIN RIM NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 44------19- - i '� ELEV. 47.73 (NGVD) FROM THE EXISTING SAS ABANDONED AND TO BE DISPOSED PERCOLATION TEST LOCATION w OF AS PER BOARD OF HEALTH SPECIFICATIONS. r N — , o-o .FENCE . �� ® �� � REV. MAY 26, 2017 PER OWNER } PRIVATE DRINKING WATER WELL ; � NEW septic 15M TEST H2 PROPOSED PERCOLATION TEST ba.--' TEST HOLE 1 oo oe Dote of Percolation Test: MAY 8, 2017 ELEV.- 4a• i Test Performed B CARMEN E. SHAY, R.S., C.S.E. DBOx SEWAGE DISPOSAL SYSTEM EXCAVATOR:Witnessed By.MEN SHAY DESMARAIS BARNSTABLE BOH) • ti @. I t0� �N d Percolation Rote: Less Than 2 MPI •30" - 4/ p � /���� PREPARED FOR Test Hole Test Hole Test Hole Test Hole • O " s No. 1 No. 2 No. 3 No. 4 P•f • h. ! A �°.� � kr ..� � r++ LEBASI EVELOPMENT LLC DEPTH spas arv. DEPTH sops ElEV. DEPTH SOILS taEv DEPTH s0as ELEV. ff' fig, �qD �' c�a DOYL ,IiF y o 4eoo 0 oe.00 o u.00 o 44.00 b// No.3 589 AT saga Sir , y =y sneer L,,,„ y 83 SWIFT AVENUE Loma ,,aae, � y �_e' w m 3/2 ,o m a/a �_ to ti ,o ti/s / o._a' A. -1 Y Ux= �iey �iey O STE RV I L L E M A Loam L� Loaa / a•_ w m e/a a•_ ,o m e/e e._ ' ,o m ave 6'_30 ,o m eH Med. d F // PREPARED BY: 1-2 Sand and Tel/ Sand ' 23 74 Lo Y7/• is • oa r 7/s 4,3S� G � P _ - y, C.-AR NEW E. ,SHA Y /'k GROSS FLOOR AREA IS = 4,085 S.F. ;\ ENVIRONMENTAL SERVICES PROPOSED LOT COVERAGE = 13.4 PERCENT .H / LOT SIZE = 17,000 S.F. 0 i P.O. BOX 1576 EXISTING HOUSE FOOTPRINT- 1,575 S.F. MASHPEE, MA 02649 'P �15 j�¢ Perc #1 Perc p2 / EXISTING SHED = N/A —BEEN REMOVED a�� TEL/FAX 508-294-7498 Depth to Perc:30' to 48' Depth to Perc:30' to 48' PROPOSED HOUSE FOOTPRINT = 2,280 S.F n „ , Pere Rate- <2 MPI Pero Rate- <2 MPI - / 1 =30 DRAWN BY: CES DATE: MAY 14 2017 Groundwater Not Observed Groundwater Not Observed TOTAL = 2,280 S.F. r No Observed ESHwr•132• No Observed ESHWT•132' ADJUSTED H2O Elev. - None o 132• ADPJSTM H2O Elev. - None a 132• PROJECT#83 SWIFT AVE. FILENAME:83 SWIFT AVE.DWG SHEET 1 OF 2 l 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A NEW Foundation house to septic tank SAS wicover 8 rofGRADE Septic tank covens must be o-BOX cover must must have riser and be PROFILE VIEW OF LEACHING SYSTEM within 8 In. of finished grade within 8 in. of finished grade f Grade over Septic Tank - 49.00 —Grade over D-Box- 49.00 a over SAS- 49.00 �} i /i-to r r/a- ►aeMd C►veAed 90one -N r/r+•- r/r• >/JwrAed PeeeOene S 1 0.02 Tee to be placed In dbox 3 HOLE H-10 INSPECTION cover must be DIST. BOX TOP OF SAS _ 46.00 within 8 in. of finished grade 5=0.01 NEW PIPE $ 10 NEW 1500 GAL. FROM FDUNDATMN SEPTIC TANK gr r- o 18• Aww"M DWS _ _ =S = = _ r- c a►y II H-10 eanM a0 - r as asm"r Pkw r etmw"Wff _ _ _ _ _ _ ui Iri o o- CONCRETE FULL FOUNDIATx1 i) II d d O = � II II � y y SYSTEM PROFILE * Q � � i ( � � s' P VIDED $ Units 6 ' 30' Not to Scale c :1; ' 4'��---$ 4. "� 3.5' 30 8.5 8 in.of 3/4"-1 1/2". c 1 f NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE compacted stone Effective Width "a c Effective Length m Bottom of Test Hole 1 Elev.= 7.00 SOIL ABSORPTI❑N SYSTEM (SAS) LC-6 H-20 LEACHING UNITS / WIGGINS PRECAST Not to Scale' 3-24C DIAM. ACCESS MANHOLES (H—1 0 LOADING) ALL OUTLET PIPES FROM THE 10' -8• OisimauTiON Box SHALL BE. SET LEVEL FOR AT LEAST 2 FT. 12' CONCRETE COVER ,A�..•,. .�:.•''-.., — ��:._..•,.�... •.. NOT TO SCALE _ ::ro a••g >, 3 V OUTLET . KNOCKOUTS •'I 1 /1 /-� I� in - - 5.5, •J. I 12' INLET OUTLET 8• INLET 1 ` ` t-- t INLET ` ` ` W Tz THE ACCESS COVERS FOR THE SEPTIC TANK,r' DISTRIBUTION BOX AND LEACHING COMPONENT 18'g 4" - SCH. 40 Te 1,Tg• SHALL BE RAISED TO WITHIN 6" of PLAN SECTION CROSS—SECTION 72 ;'7,;?.T•s.M''y''r--'ri FINISHED GRADE STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS PLAN VIEW ON ALL OUTLET TEE ENDS 3 HOLE H-10 DISTRIBUTION BOX /-3-24•REMOVABLE COVERS INLET 8' mWT)2"min. Inlet to outlet 6ni6, �3 OUTLET s P O T P AN IN Llqula'Ievel g -r -10'm � '�-` `� gig' - OF PROPOSED SEPTIC SYSTEM UPGRADE oo.eom. "•. Liquid aeptti PREPARED FOR ... ,:...,.�..� ....:,:..J.. LEBA I DEVELOPMENT LLC 1o'-O' 8- -8. . . . AT CROSS SECTION END—SECTION 83 SWIFT AV E N U E ASSESSORS MAP 49 LOT 4 TYPICAL 1500 GALLON SEPTIC TANK OSTERVI LLE MA Number of Bedrooms: 4 Equivalent to 440 Gal. Day 440 Gal. Doy per Title V �x Desi n Calculations ° g Sidewall ENDS Area: 11' x 2' 22 SF ���or Al�S5•:; Garbage Grinder: No ( ) i/ 1� � PREPARED BY: '- Leaching Capacity Proposed: 440 Gal./Day Minimum (Min. Per Title V) 22 x 2 ENDS 44 SF w n� • Septic Tank - 2 x 440 Gal./Day = 880 USE NEW 1500 GAL. Septic Tank. ` = C vM1 `^ Sidewall(Side) Area: 37 x 2' = 74 SF c SHAY EN VIR 0-1WENTA L SERVICES" SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 74 x 2 SIDEWALLS =148 SF Bottom Area: 0.74gal/day/sq. ft. x 407 s ft. = 301,18 allons do 1. q 9 / Y TOTAL SIDEWALL AREA =192 SF o Sidewall Area: 0.74 gal./day/sq. ft. x 192 sq. ft. = 142.08 gallon/day P.O. BOX 1 576 Bottom Area: 37' x 11, = 407 SF t Providing: =443.26 gallons/day $� . AN17A_� MASHPEE' MA 02649 TEL/FAX : 508-294-7498 Use: (5) LC-6 H-20 CONCRETE CHAMBERS, HAVING A 1' EFFECTIVE DEPTH, SCALE: 1 "=20' DRAWN BY: CES DATE: MAY 14, 2017 (3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 3.5' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER ENTIRE SAS . PROJECT#83 SWIFT FILENAME: 83SWIFT.DW SHEET 2 OF 2