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0105 CEDARWOOD ROAD - Health
105 Cedprwood Road Cotuit P A = 019 046 i I i f No. Oil -3 Fee i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes appliLation for Misposal *pStem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(A_�Abandon( ) ❑Complete System R Individual Components Location Address or Lot No.lCk d_r- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0/9 v(p 1 Amy 4,,rrie 1 a 0 Installe Is e,Address, d�el:No D_ � Designer's Name,Address,an �.No. �C�$l �O� �� Type of Buildin . Dwelling No.of Bedrooms Lot Size G Oil — sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) go gpd Design flow provided gpd Plan Date Number of sheets19, Revision Date Title ° Cs) C> Size of Septic Tankexk,44M lsonq-lType of S.A.S. K 3 _15, d3- cJb Description of So' Nature of Repairs or Alterations(Answer when applicable) k CL k 9 ` i !®J` W Date last ins to : Agreement: The undersigned agrees to ensure the construction and maint ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro Co and not to place the system in operation until a Certificate f Compliance has been issued by this Board of Signe Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �13 3 Date Issued �+,_.,y„v w.. "..,�;.'�.�•-w:;�•. •);,.•iyti. i.',;+d+l""h..•it- .✓h.4+r�;rr•,..R•..r-.r••....-.,�—..........,....-.-- .._... ....y,. , w....,R-...- � -._ f. 1 i No. o/ '7�� '~�- a Feei THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:, s R Yes t PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for his osai pstem Construction 3pertnit Application for a Permit to Construct Repair i PP ( ) p ( ) Upgrade((If Abandon( ) E]Complete System 2 Individual Components Location Address or Lot No./C2S ee,-JQ c UJO=/ Owner's Name,Address,and Tel.No. 0155 ') 26- '59 7�/ Assessor's Map/Parcel O/9 oy(n �.�a # i A, e Installer's N e Address,and Tel.No. UFS'7j - `�� Designer's Name,Address and Tel.No. Type of Building' Dwelling No.of Bedrooms Lot Size �6, O i l - sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y go gpd Design flow provided u6 gpd Plan Date // / Number of sheets �.n{n Revision Date - Title rcXJc�n' �r`•�C t�-!�rv, �- S t a�in'i � ��C 9Y.a R� �(� - Ci T— �1 Size of Septic Tank eX �,� 1�, 1ST)c a.� Type of S.A.S.4.Qdo) (�,,S,W K 33• `J ' - �,e� f�•-�,; �- Description of Soil 6Wt&Akr,41 �1 I'M KA: 1 11 A`n Nature of Repairs or Alterations(Answer when applicable)M(it)e. �y(a��i�� rr, � �y� �k t nSL-u& /apt t1, ri it; t")ox /4/0Soo 9eg 1to6 hn i i 01 X • �,�C1'ranli�ia^�-��-cn/�.l �S��f>n�rtr �.Yf�i S1�i�� Date last inspecteZ r / " 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 Envir�ental"Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of 1jealth. l ✓ �. • Signe / t ""�-,.,_- Date 3, Application Approved by 0 Date v - � Application Disapproved by Date for the following reasons r. Permit No. a d f 7 Date Issued i - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance WQ�J�f o� THIS IS TO CERTIFY,that the eOOn-site Sewage Disposal system Constructed( ) Repaired( ,,)° Upgraded( J Abandoned( )by,/"Tl!"f�/Ul/u �_t�r�S�rir`Hcn + LnG at 10 5-C Ci+�ct re-A )OA koa ej �-�)1i f has been constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction Permit No.)y/- Y-Y f7 dated )t/ ///j y Installer ebF4a 1n i- ��:r,4�Tr - /e,a-� •Ln L Designer ZA, -E- SonC, `) - /' #bedrooms 7 Approved des'gnf" flow t/7`(I- J gpd The issuance of this permit sha 1 n)ott be construed as a guarantee that the system.17 function (as/design�ef/d�. J/*11 t/ Date , �7 Inspector( /�I f ti ' � - -_- - ...,__.. - •---; -_-"--• • --------- -•--- ---- ---------- - :�-�- =- ------------=----=---------- No. v 1 - L/ Fees_` / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai *pstetn Construction 30ermit Permission is hereby granted to Construct( ) Repair( ) ,�n Upgrade(e) Abandon( ) r - System located at/QS �� ,- ln� C04u/ -- 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:Construction must be completed within three years of the date of this permit. Date /j'�/ Approved by i � U Town of Barnstable Regulatory Services o� Richard V. Scali, Interim Director snaxsrnsLE, 9�A MASS. Public Health Division 1639. Teo nead°" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 C l� Installer & Designer Certification Form jG r Date: 7 (' ` Sewage Permit# ;� /3-5� Assessor's Map\Parcel Designer: Pie tw," S4A,,\4; Installer: Address: Address: D -70 � Pow�a t it V4 On was issued a permit to install a (date) (installer) ' septic system at� ��(,�( V VV 60 Po/ / ,,i_U based on a design drawn by (address) 'q dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) OF Mgss9� ��< o DA RRE'rNM. y� (Installer's Signature). No. 1140 �r t 'AFC/STEM q N (Designer's Signature S ) NI TAO PLEASE RETURN TO B ABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Y+ NOTES: B 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.1 ROUGH OPENING HEAD HEIGHT OFWINDOWG AT q FIRST FLOOR TO BE V ABOVE SUBFLOOR B B 4.)ALLCONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE BTH EDITION AMENDMENTS B IRC2WS NEW q 5.) 11DMPH EXPOSUREBWINDZONE.1.25ASPECTRATIO F WORKSHOP 6.)ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED e* , VERTICALLY OR HORIZONTALLY Wd BLOCKING AT EDGES.TEDGEI .Lv 12'FIELD NAILING n l.)ALL LVL LUMSEWBEAMS TO BE 1.%U480 LOAD er• L___J A 8.)SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS 9.) FOLLOWALLMANUFACTURERSSPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS&SIAS$ ry '• C 1_____ _ _FJ-J_1_}__a_—_____ TO BE Sox)P51 I IL: I I 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS LLIJJ q ONNER DURING FRAMINGCONSTRUCTION 12.)TIMBER FRAMING TO BE bPfl UCEIPINEIFIR NO.2 GR. ul Oear O 13J THISSITEISINTHE 110 MPH NAND BORNE DEBRIS AREA EXPOSURE B'&WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 9 MASSACHUSETTS WAND SPEED MAPS 14.)GLAZING PROTECTION PER 180 CMR W01.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTSW OMERSPRIORTOSTARTOFCONSTRUCTION Emaaal nH y UDROOM NEW $ p GARAGE a I IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION CLOT. aenwm TABLE 4W.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) RIA " q eNOTES: aao a N x �a�1 IOPrr.oeevl �dI q TRW ATIES ARE MMMLMS a U-CTORS ARE NPXI S. Z IWI3 M—SR=15CO —US IN—AXED SHEATHING ON THE INTERIOR OR—OR n c.0 3.REFER TO CHAPTERCR 4 FOR/LL11N9MATION&ENERGY EROUUIIREMENTSWALL HAPTE n q e NEW A ° A WINDOW SCHEDULE Q Me nv TYPE MANUFACTURER'S UNIT I ROUGH OPENING REMARKS NEW A ANDERSENA S1 TA 1IB•n 2'-B' AWNING DINING B AWR51 Td 7IB'r2'41 SI8' AWNING -- Ia•n Tuwn C A21 2A 5IB•n Y-0SIe' AWNING O D NJ2442 T4i 1IB'n4'4 TI8• DOUBLEHUNG A C „ E C16 T-05IB'a6'-- FIXED CASEMENT r� ivr A "wUwul f TW2446 T611We 4JI 7IS' DOUBLEHUNG 1.CONTRACTOR TO VERIFY ALL WINDOWS MATH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR WI HIGH PROFILE EXTERIOR O GRILLES.LOWS HP 4 GLAZING NBffllASCENE SCREENS 8 TRADITIONAL HARDWARE EXIST. q EXIST. KITCHEN OFFICE O EXIST. o O ni BATH O o �� O 11 — LEGENLI: O EXISTING WALLS EXIST. p CONSTRUCTION TO BE REMOVED EXIST. BAT}{ NEW CONSTRUCTION UVING ©SMOKE DETECTOR $ EX BEDROOM IST. ©CARBON MONOXIDE DETECTOR 1 CLOS. CLOS. I— EXIST. BEDROOM 1 I " CLOS. q I FIRST FLOOR PLAN COTUIT BAY DESIGN,ILL C NEW ADDITION/REMODELING FOR: SCALE: ORAWNG"°.: 43 BREWSTER ROAD 1/4"=11-0" MASHPEE,MA.02649 PH.(508)2T4-116s BARRIE RESIDENCE DATE: FAX(50)539-9402 ?' 105 CEDARWOOD ROAD COTUIT. MA w N", 10/30/2013 Al NAILING SCHEDULE B q 110 MPH EXPOSURE C WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: F F BLOCKING TO RAFTER(TOE NAILED) 2-Ba 2.10d EACH END N IM BOARDTO RAFTER(END NAILED) 2-16d —6d EACH END WALL FRAMING: �axe000nuenl TOP PLATES ATINTERSECTIONS(FACE NAILED) — S1fid AT JOINTS A STUD TO STUD(FACE NAILED) 2.16d 246,1 24'e.c. HEADER TO HEADER(FACE NAILED) 1. 1. IT—.ALONG EDGES C FLOOR FRAMING: JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) — 0.10d PER JOIST 4 q BLOCKING TO JOIBTS(TIE NAILED) 2- 21" EACH END BLOCKING TO SILLOR TOP PLATE(TOE NAILED) 316d 0.164 EACH BLOCK I LEDGER STRIPTO BEAM OR GIRDER(FACE NAILED) 116d btfitl EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 36d 1I W PER JOIST PwM q BAND JOIST TO JOIST(END NAILED) 31fid 0.1fid PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEW 2-1.d 11fid PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLY D) 12l lroavrvwme�, _ nwtrzocravwi RAFTER SORTRUSSESSPACEDUPT0IW— ed 10d 6'EOGWFIELD rr[�yv RAFTERS OR TRUSSES SPACED OVER IT a.c. w tw PEDOV4'FIELD FUTURE FUTURE ¢ 9 GABLE END WALL RAKE OR RAKE TRUSS WO OVERHANG to Iw 6'EDGEA6 FIELD BATH^M BEDROOM R GABLE END WALL RAKE OR RAKE TRUSS u tw 6'EDGUT FIELD tt�nver, WI STRUCTURAL OUTLOOKERS O O GABLE END WALL RAKE OR RAKE TRUSS.LOOKOUT BLOCKS !b I I EDGEJ4'FIELD ——— —1 F CEIUNG SHEATHING: I GYPSUM WALLBOARD .COOLERS — T EDGEIIW FIELD q 4 WALL SHEATHING: HOOD STRUCTURAL PANELS(PLW GOD) STUDS SPACED UP TO 1. 6'EDGEII2'FIELD q 1) &2502-FIBERBOARD PANELS w — A EDGE16'FIELD 4 1/Y GYPSUM WALLBOARD SD COOLERS — T EDGE1W FIELD FLOOR SHEATHING: q WDOD STRUCTURAL PANELS(PLMOOD) - VORLESSTHICKNESS Btl tlb 6'EDGE112 FIELD GREATER THAN V THICKNESS iw 1w 6 EDGE16'FIELD 4 �y exeo oonueni C C SECOND FLOOR PLAN -------------------7 Ro FRONT ELEVATION � en, YLenen,K. 8Q�COTUITBAYDESIGN LLC NEW ADDITION/REMODELING FOR: SCALE: DRAWING NO. 43 BRE STER ROA MASHPEE MA.02649 gARRIE RESIDENCE PH.((0. 2'/41166 FAX(50✓�)53s-sao2 DATE: Q r 105 CEDARWOOD ROAD COTUIT. MA �, oe �or�0,zo1s A2 TOWN OF BARNSTABLE OCATION InS"�� >t t �aS1 42�_SEWAGE# �46 t3—q,��3 VI LAGE R i'- ASSESSOR'S MAP&PARCEL 00 c��, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY die LEACHING FACILITY:(type) (size) 33-5_X f JL-S-X- -- NO.OF BEDROOMS OWNER 1 Z4 PERMIT DATE: 14. 1 l j COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or withiri200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 200 feet of leaching facility) N Feet FURNISHED BY �CT�frn La 004 d i d4 16 �ti Town of BArnstable. P# Department of Regulatory Services ��— ' ' Public Health Division Date s639. ems$ Main Street,Hyannis MA o2601 '�tE•D � i fi8` Date Scheduled Time Fee Pd. ► oil S itability Assessment fop S o <Y F 1�t`C�� Witnessed B Performed By. y= I LOCATION & GENERAL INFORMATION Location Address J05 C60 ft14Q00V (20 d Owner's Name arc r\A I Address Assessoes Map/P4reel: 0 1 1-11/0 4 (o I Engineer's Name tACyk/p/f"J �V P3 I11C_ - j ii NEW CONS1RU(tnON REPAIR Telephone# ���" -�1 Land Use R� tip Slopes('Yo) Q �/ Surface Stones o I >200 ft Drinkin Water Well? ZOG ft Distances from: Open Water Body ft Passible Wee Area g Drainage Way v d ft Property Line >/G ft Other ft SKETCH:(Street name,dimensiods of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Sw f F/A I . e7lutle d �/ 3 i I ; C3 c.:a Ih C+ luaWater l NL4--- Parent material(geologic) Depth to Bedrock Depth to Grouudwakdr. Standing �Hu�le:" ) i Weeping from Pit FaCe Estimated Seasonal i1jigh Groundwater_1✓/14, DtTERmmv TION FOR SEASONAL HIGH ATER TALE Method Used: In, Depth Obperved standing in obs.hole: in. Depth td sa11 tnottlCs: it Depth toiweeping from side of obs.hole: &Oundwuter Adjustment Index Well# _ Reading Date: Index Well levdl Adj.Wtor^^. Adj'droundwaterl evel.,R,e. PERCOLATIONTEST . Date PERCOLATION . In>� Observation - I Time at9" —``'IL .---- Hole# Time at 6" ....------- Depth of Perc Time(V-6") Start Pre-soak Time-@ End Pre-soak Rate MinJlnch Site Failed: Additional Testing Needed(YIN) Site Suitability Assessment Site Passed Original•.Public Hce lth Division Observation Hole Data To Be Completed on Back— ***If percolation test is to be condvacted within 1.00' of wetland,:y ou must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,`Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from ` —S it Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No l Yes Within 100 year flood boundary No VYes Depth of Naturally I Occurring Pervious Material Does at least four feet of naturally occurring pervioqs m erial exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pery ous material? Certification I certify that on L (date)I have passed the soil evaluator examination approved by the Department of Enviro ent 1 Protection and that the above analysis was performed by me consistent with the require at 'n ,expertise and experience described in 3:10 CMR 15.01 Signature Z Date QASEPTIC\PERCFORM.DOC / 'IV CD I :GAS-'9L11V:Z .-Q— - ---- d H7V3'1�-----'--- 13.4 V I �16 L lNE WA TER - ; �i -- A .... r o - - --- -------------- I ' w 140.00' _ 7r fa � I I ��� �� 2".d� �Z- ���� _---� I 0 �� r �_ � � �� i Town of Barnstable Op WE Regulatory Services .� Thomas F. Geiler,Director BARNKABLB. IMAM Public Health Division ATFa r ° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form rr Date: 7131 Sewage Permit# 1�© /,6/ Assessor's Map\Parcel®�1 I/0116 Designer: G�/Yr�n ' l ' AA Installer: s _,Aw d Address: ® ak Address: �ljl�G Z S�7 On Q s issued a permit to install a (date (installer) el septic system at ��� DA—(Wf 9 based on a design drawn by -�J ) (address) Y r� �y dated �7 ��l lid (designer) X 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box andior septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. of- MAS d✓�� ARR 'y .—� ME � . (Installer's Si matur No: 1140 l $NITWPa (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Heal th/SeptidDesigner Certification Form 3-26-adoc No.ao D' 1 � o / Fee Vo . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:__1L PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for 0 Y 6pstem Construction 3permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No/Qi j ��� i( O-� � Owner's Name,Address,and Tel.No. Cc Assessor's Map/Parcel 0�� Installer's e A e sand Te.N . � f�'lq(" Designe 's Nam Address and Tel N"p �G/U Al 6ic sy1 o Faa ! �,Y '`/ .. ngcc9tc/z Ind 69�4w Type of Building: Dwelling No.of Bedrooms Lot Size `� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided :3�3a, gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank � Type of S.A.S-�ItR5^- rXo-20 z Description of Soil owexl 75 7*1VA Nature of Repairs or Alterations(Answer when applicable) ��.?� ��/ �(� —754-6 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 f Health. Signed Date Application Approved by / ' ►. C Date L9 Application Disapproved by Date for the following reasons Permit No. 10Date Issued fig NO. Fee . i THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer:�/ •.PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ,t Zppficatlon for TDI8po8al *pstem Construction Permit ` Application for a Permit to Construct( ) Repair(/irUpgrade( ) Abandoni( ) It/complete System ❑Individual Components - , Location Address or Lot No. �—f Owner's Name,Address,and Tel.No,. ✓ ©wr G v 'T/ Gc _ / Assessor's Map/Parcel Inst�er' / �� l �ylgE7 De ne ,I ress and Tel No � Type of Building: Dwelling No.of Bedrooms Lot Size c' o // sq.ft. Garbage Grinder( ) Other Type of Building ��� No.of Persons Showers( ) Cafeteria( ) Other Fixtures A Design Flow(min.required) gpd Design flow provided � � gpd Plan Date Number of sheets Revision Date Title �y " Size of Septic Tank ype 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 y' 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. '�; - Signed Date Application Approved by /n' 1 n c1�% - c (G-- Date o? l o Application Disapproved by Date for the following reasons Permit No. p2 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CC/�E�R s�TIFY,that the On-te..Sewage Disposal system Constructed( ) Repaired(" ) Upgraded( ) Abandoned )by l�Ii�/ ��%� at LQ ��O� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ® U" (dated ' Installer Designer #bedrooms Approved de ign w�L -� 3 , gpd The issuance of this permit shall not be construed as a guarantee that the system wit funct' has designed n Date �(�' Inspector ('i' ✓f ---------------- --------------------------------------------------------- -----_------------------------------------------- No. 0 O —/ 5j Fee 0 r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Disposal 6pstem -Construction Permit Permission is hereby granted to Construct( ) Repair(� rUpgrade( ) Abandon( ) System located at 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: onstructioonn"mustrbe completed within three years of the date of this permit. Date J /O `Approved by (�1 A TOWN OF BARNSTABLE CATION ": fC2 W000 SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL Uyb . INSTALL ER,S NAME&PHONE NO. CVO SEPTIC T APACITY`./,��0O LEACHING FACILITY: (size) , NO.-OF BEDROOMS OWNER.; PERMIT DATE: a S v COMPLIANCE DATE: t /® Separation"Distance Between the Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Welland Leaching Facility(if any wells exist on site or Ai#i�,! feet of leaching facility) feet Edge of Wetland an&L-achingTkility(if any wetlandkexist within 300 feet of lea chin :f c*li'ty). feet FURNISHED BY A.2----30 EZ `3 5- A Iv 463 4 f i Town of BA nsta.ble. r# Department of Regulatory,Services „ Public Health Division_ BateKAM i ABLE, � 1 - . ems$ 200 Main Street,Ayannis MA.02G01•., • 1 S v 1 Time .-- Fee Pd. J b Date Scheduled ' <' :J Soil Suitability Assess:meat for'Se age. isposal ; f ejtI�� '" �'� Witnessed By.Performed By. - f i LOCATION& GENERAL'INFORMATION Location Address' 1 Q s Owner's Name 1�1i C G(C 1/l2gy (UT-U l TJ i address CoTv 1C Assessor's Map/P4rceL 0 (� I d[ i Engineer's:Naine Yy.Qy�,M NEW CONSTRUI"I ION 1ZEPAlR j Telephone# J U 3 Z— Land Use S16pes'(9o) '< S '. :,;:Sarface Stones Distances from: Open Water Body �� ft Possible Wet Area 2'GAO ft Drinking Water Well '�/S�ft i,. brainage Way O� It Property Line ,1 C7= ft' Other ft SKETCH:(Street name,dimensiodsbf lot,exact locations of test holes&perc tests,locate wetlands in,proxioty to holes)' ----------- I S - . Ti;faE DFI'dEvvA') ------'--- --- - WATER SERVICE _ PROP. 1,500G J. SEPTIC TANK ) _ -� r!; _ ri I I 1 --- —aeeon u n > v rq _ U) r + ..1 p \V / (Note 10Existing �esspo ` ---- STH-2 y CQ Parent material(gedlogic) � Depth to Bedrock 1 1 � , Depth to Groundwater. Stan�ater i Weeping from Pit Pace rn r . Estimated Seasonal high Groundwater__� i D#,TERMINATYON FOR SEASONAL iMCM WA ER TA19LE Method Used: _in. Depth to S01lmettles: In. Depth Gibp rued standing in obs.hole: - i proundwatrrr adjustment fr• Depth toiweeping from side of obs.holes , _ A ,fanFar,,.,.� I.O�undwntee I.evul.,,,�, Index Well# Reading Date Index Well level -- I L. _i PERCOLAT N TEST DOThne Observation / Time at 91, •• Hole# i 60! Time at 6" Depth of Pere 3M2 5t Time(9"-6'l Start Pre-soak Time.@ -- End Pre-soak Rate Minibch Site Suitability Ass sment: Site Passed. Site Failed; =� Additional TestJng Needed Completed on Back Original .Public k3eith Division Observation Hole Data To Be P ***If percolation test is to be conducted within 100' of wetland,.-You must first notify the Barnstable C4#Servation Division at least one(1)wedk prior to beginning- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel L at,,, 2!'1 3`ti 6 ` wriSj I tN R 5 8 DEEP OBSERVATION HOLE LOG Hole# 3G Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) b 27 l qq G Sa�Q 2• 7 DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil Horizon Soil Texture Soil Color Soil r Other Surface(in.) SDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSER ION HOLE LOG Hole# Depth from Soil Horizon Soil re Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten m I Flood Insurance Rate May: Above SOO year-flood-boundary -,No— YJZ� Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four'feet'of naturally occurring pervious material exist.in all areas observed throughout the area proposed-for the soil absorption system? If not,what is the depth of naturally occurring perivious material? . Certification qq I'certify that onP I (date)I have passed the soil evaluator examination approved by the Department of Envi nmental Protection and that the above analysis was performed by me consistent with the required i experti , and ex erience described in all CMR 15.017. Signature Date Q%SEPTICIPERCFORM.DOC Town of Barnstable Barnstable Regulatory Services Department esacK aa.aysrau►.e. ! p� MAC.1639. Public Health Division �� fD At°�a 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70081830000205009533 4/29/2010 Today Real Estate c/o David Holt 1533 Falmouth Road � �OIu� U Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 105 Cedarwood Road, Cotuit MA was last inspected on April 6, 2010, by Shawn McElroy, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool. • Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow. You are ordered to repair or replace the septic system within Sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ER OF THE BOARD OF HEALTH c r Thomas McKean, R.S., CHO Agent of the Board of Health i I S. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way. A. General Information 1. Inspector: Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name 29 Atwater Dr Company Address E. Falmouth MA 02536 City/Town State Zip Code 508-495-0905 S13971 Telephone Number License Number B. Certification I certifythat I have personally inspected the sewage disposal system at this address and that:5he 9 P Y� P 9 P Y ,. � � �-- information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and;m"a ntenanc j�§f on�.si#e - sewage disposal systems. I am a DEP approved system inspector pursuant to§ection a340 of Title 5 (310 CMR 15.000).The system: 0- ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Ev ation by the Local Approving Authority - -4810 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate_regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp official document-03108 Title 5 Official Inspection Form:Subsurface Sewage Dis al System-P/ellfD Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection t B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 t . i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced , ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a mannerwhich will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, I safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 i Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd M Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6° below invert or available volume is less than '/z day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ti ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 105 Cedarwood Rd Property Address Bank Owned (Contact!David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems,you must indicate either"yes",or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the,system is within 200 feet of a tributary to a surface drinking water supply., Elthe system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes`to any question in Section E the system is considered a significant threat, or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official ,Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as NIA) , ® '❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information:For example, a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CM 15.302(5)] t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number-of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: 2-2010 D ate Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CM 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 15 f Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'w 105 Cedarwood Rd M Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 1965 Were sewage odors detected when arriving at the site? ❑ Yes ® No t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts f Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 24" feet Material of construction: ® cast iron ❑ 40 PVC Orangeburg ® other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints,venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: Sludge depth: Distance from top of sludge to,bottom of outlet tee or baffle Scum thickness Distance.-from top.of scum.to:top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information cont. Y � Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: feet i Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 1 r Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm.and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 2-Inline ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Overflow cesspool has signs of hydrolic failure with stain line at inlet invert. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts m W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2-Inline Depth—top of liquid to inlet invert Empty Depth of solids layer 0 Depth of scum layer 0 Dimensions of cesspool 6x6 Materials of construction Block Indication of groundwater inflow ❑ Yes ® No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Overflow cesspool has signs of hydrolic faiure with stain at inlet invert. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp official document-03/D8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 t V Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. d i j GAT aye 1 i ( p t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 105 Cedarwood Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Cotuit MA 02635 4-6-10 i every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ® Accessed USGS database - explain: You must describe how you established the high ground water elevation: USGS maps show groundwater at 20'. t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 15 i TOWN 0lF:B:7'rABL.E ON /�.�C_ Cd�/ f/V SEWAGE # NST R!S NAME&PHONE NO. / :EPTIC TANK CAPACITY 6xi, BEACHING FACIL..ITY: (type) rO.OF'BEDROON,IS IUILDER OR OWNER-- . a. .� .... 'E ITDATE: C4MPL L4kNCE DATE,: eparation]Distance Between tbe: Raximum Adjusted Groundwater Table to the Bottom of Leaching Facility ere rivate Water Supply Well and Leaching Facility (If-any wells exist on site or within 200 feet of leaching facility) feet 'dge of Wedand and Leaclting Facility(if any w lands exist within 300 feet IeaGDung facility)� ` Felt 'urnishcd by �:! �` ��l 1 Lt -ja 1 i 7 . � 0 i DATE: 6110103 PROPERTY ADDRESS:3Q5_-Ce.9dk?2od_Road__--- s------------ I .. 4-� 02635 ----------------- On the above date, I inspected the septic system at the above address. This system consists of the following: 1. 2-6 'X8' Uock ce.3hpooiz .in aeaiee. IA-iV i Based on my inspection, I certify the following condltlons; uuN z u ?003 TOWN OF BArcNS i ;Bit 2. 7h.i6 .ins not a t.it.Pe dive zept.ic 'byztem. HEALTH DEPT, 3. 7h.i-6 iz a sewage zy.stem. ( 1965) 4. The zewage .system .i.s .in /2.¢ope2 woak.ing oadea al- the pae.sent time. 5. bumped main ce.6,3/2oo.P at time o f .inzpect.ion. No evidence o/ watea .int2u-6.ion. Cee•spooP 16 zt.¢uetu2a.PPy zound. 6. GJaete wate2 i.s 43" ge2ow the inve2t /zi/ze o� t e v 2 0 ce.3.612oo.P. SIGNATUR Name : - J_- P__Macomber-Jr _____ Son, Inc . Mddr6Ss :__gQx -u------------- - --Lens-erYLLLe..,_ :1a __2Z632- 0066 Pr) one : 508- 775- 3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY IOSEPH P. MACOMBER & SON, INC. Tanks•Cesspools•Leachflelds Pumped & Installed Town Sewer Connections P.0 Box 66 Centerville. MA 02632.0066 715.3338 175.6412 � 1 COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 105 Cedaawood Road Owner's Name: a. P, Vang taacom _a_._ Owner's Address: o u.t , ma,6.s. OTM Date of Inspection: 6110103 Name of Inspector: (please print)to.6el2h P. flacomge2 a2. Company Name: 2. P. Nacom&e2 & Son Inc. Mailing Address: J3o x 66 (-Qnfoa)) .PRo, t1la- 02632 Telephone Number: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Z/Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fai Inspector's Signature: Date: The system inspector shall bmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner.shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 f Page 2 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 105 Cedaawood Road Owner: a• P, va/z aL�aj2. Date of inspection: Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D �1 •A. S stem Passes: t I have not found any information which indicates that any of the falluracnt�tr)'a described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria no%'evaluated are indicatedbelow. Comments: / 7ho A0)jnrro AIJAJ-pm j� R/Lopea wo2kinC� 6ade/a, at f ha nno .con f Zimo— r _ /_ 4 r i B. System Conditionally Passes: repVd One or more system components as described in the"Conditional Pass"section need to be replaced or aired.The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Answer yes,no or not determined{Y,N,ND) in the for the following statements. If"not determined"please explain. &/e—me septic tank is metal and over 20 years old" or the septic tank(whether metal or noo is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. 'A.•metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: /&bbservation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: APS The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 •1 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 105 Ceda zwood /toad Cotuit. t7a,3,3. Owner: ��. P. Vnnn9,przj?ro n2 Date of Inspection: 6,110.10.3 C. Further Evaluation is Required by the Board of Health: AM' Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: A Cesspool or privy is within 50 feet of a surface water jF Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: Ab The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 00 feet t 50 feet or more from a private water supply well". Method used to determine distance f� J "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3, Other: The hyztem conzj.6t.3 V two 6 'X8' 9—Pock ce.6,3 oo2a crz hea.ce�. a.cn ce s.6/2oo ac ,3 a s a .3e tic tank. Corzta. nh zo-e.id wa.3 e to /2 ace and aiiowz the e�,eiuent to /2a.6z oven to the ovelzliow eezz/2oo.2. 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 105 Cedaltwood Road o t a tZ, III azz. Owner:;- P• Van a2corn / . Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No / ckup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ squid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow �equired pumping more th4p 4 times in the last year NOT due to clogged or obstructed pipe(s).Number Hof times pumped f _ !/ y portion of the SAS,cesspool or privy is below high ground water elevation. y portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ portion ortion of a cesspool or privy is within a Zone 1 of a public well. of a cesspool or privy is within 50 feet of a private water supply well. ortion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] ti'D (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303.therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design now of 10,000 gpd to 15,000 gPd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no k"Ithe system is within 400 feet of a surface drinking water supply e system is within 200 feet of a tributary to a surface drinking water supply — — the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 I OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 105 Ceda2wood /toad o ui , 7 a.6.3. Owner: 1. P. Vangia2COm a2, D'ate of Inspection: 61VU03 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No L--'Pumping information was provided by the owner, occupant, or Board of Health Were any of the system components pumped out in the previous two weeks ? Has the system received normal flows in the previous two week period ? �/Have large volumes of water been introduced to the system recently or as part of this inspection ? ZWere as built plans of the system obtained and examined?(If they were not available note N/A _ Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out ? _ Were all system components,ckcluding the SAS, located on site? A�-Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of&baffles or tees, material of construction, dimensions, depth of liquid,depth of sludge and depth of scum ? c/ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no A-"-Existing information. For example,a plan at the Board of Health. — Determined Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.302(3)(b)) 5 Page 6 of I 1 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 105 Ceda zwood Road Owner: 1. P. Vang2aacorn Date of Inspection: 6170103 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): �✓ Number of bedrooms(actual): DESIGN flow based on 3,10 Civ1 15.203 (for example: 110 gpd x# of bedrooms): X/,d Y'I�6'AY Number of current residents: Does residence have a garbage grinder(yes or no):40 Is laundry on a separate sewage system(yes or no)::a [if yes separate inspection required) Laundry system inspected(yes or no): Seasonal use: (yes or no):," Water meter readings, if available(last 2 years usage(gpd))?00I-30, 000 ga.P eon.6=82. 20 qPD Sump Pump(yes or no): 44 2002-30, gaiion_3=82. 20 gad Last date of occupancy:Aao COMMERCIAL/INDUSTRIAL Type of establishment: .40 Design flow(based on 310 CMR 15,203): /O And Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):,I.A) Industrial waste holding tank present(yes or no):�A Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: ,CLP Last date of occupancy/use: A4 OTHER(describe): GENERAL INFORMATION Pumping Records " � y Source of information:.t.�,r�+i✓ Was system pumped as part of the inspection(yes or no): If yes, volume pumped: /ee—pgallons-- How was quantity pumped determined? Reason for pumping: _Keavu .3cum 9 .so tid.6 .0aye zz welte pte,3en TYPE OF SYSTEM ,Septic tank,distribution box, soil absorption system Single cesspool Overflow cesspool 4,0 Privy 40 Shared system(yes or no)(if yes,attach previous inspection records, if any) ,y&Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) )D Tight tank V Attach a copy of the DEP approval .�D Other(describe): A=age 1961l omponents, date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):Zb 6 hge7ofll OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 105 Ceda¢wood Road Owner: 6110103 Date of Inspection:j. P. an&.2aacom /t. BUILDING SEWER(locate on site plan) 4" Unangege2g /l.ipe /tom the Depth below grade: � hou.3e to .the main ce.6,3/2oo P, Materialsofconstrucnon: cast iron 40PVC ✓other(explain):4_" PVC a-ipe .to .the ovealiow. Distance from private water supply well or suction line: /j�' Comments(on condition of joins,venting,evidence of leakage,etc.): ;e to s 67414e6!t 449441 Ne—eH44eftee 07 4e646!ges-7he 4Y,34zffl 6 vented thorough .the house venta. SEPTIC TANKit,�*_t1e(locate on site plan) Depth below grade: 4)/4 Material of constructionA concretes metal4/4fiberglass,�6 olyethylene ,oJA other(explain) If tank is metal list age Is age confirmed by a Certificate of Compliance(yes or no)�t R (attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: X( Scum thickness: tO_ Distance from top of scum to top of outlet tee or baffle: All' Distance from bottom of scum to bottom of outlet tee or baffle: {fA How.were dimensions determined: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels ,as related to outlet invert, evidence of-leakage, etc.): n2ain rn.s,000 P Dvvn.g 2 Up-aRA, oe� z<terolE is Re4���ede GREASE TRAA44&&locate on site plan) Depth below grade:, Material of construction- f concretaO metak/�f[berglasvZkpolyethylenoe,, h r (explain): Dimensions: zs Scum thickness: Distance from top of scum to top of outlet tee or baffle: ,Q0 Distance from bottom of scum to bottom of outlet tee or baffle: 4,119 Date of last pumping: 60 Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): C4,oPrjAo iprrn !A not naoAoni, 7 Page 8 of 1 I , OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS • SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 705 Ced'aawood /toad Owner: a• P. Van&ZaAcok pi. Date of Inspection: 61101103 TIGHT or HOLDING TANKd&k(tank must be pumped at time of inspection)(locate on site plan) Depth below grade:A Material of construction:.&H—concrcte,&�Lmetal,�,fiberglass.4/�olyethyleneAI4 other(explain): 64 Dimensions: Capacity: gallons Design Flow: ga!!ons/day Alarm present(yes or no): Alarm level: A$ Alarm in working order(yes or no): oVO Date of last pumping: /to Comments(condition of alarm and float switches, etc.): T.i h.t oa hoid-in an z a2e n flaezent. DISTRIBUTION 4�BOXT`` e�f�,,, (if resent must be o e om" P p ned)(locate on site plan) Depth of liquid level above outlet invert:_3L Comments(note if box is level and ulisa ibution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box, etc.): ..12ol anv.tonf_ PUMP CHAMBEAAJiWI, locate cc� site ( s .. plan) Pumps in working order(yes or no): Alarms in working c� or no order es ): Comments(note condition of pump c;;�,nber,condition of pumps and appurtenances, etc.): PumI2 cham9ea iz no.t..Raezent. II 8 l Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 105 Ceda zwood /toad ot u.c Z, Irt aT3. Owner: 1. %. Vangia zcom ',z. Date of Inspection: 6110103 61ocate SOIL ABSORPTION SYSTEM (SAS): on site plan,excavation not required) 2-6 'X8' liock cp_Ai1?on.PA in Aonioti_ i If SAS not located explain why: 1 ca t erl • Ses 'QQ9a Ty e leaching pits,number: O leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,,signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): / nnn� in �—�^ Z<..4 EL6 lbA �elti�E4� � CESSPOOLS: Z(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: - Depth of solids layer: — o Depth of scum laver: Dimensions of cesspool: 6/X i1 Materials of construction: L#AXPOTe, Indication of groundwater inflow(yes or no):,� Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): L n� A n n rl in e i n o r n n n n A o A n n r/ 1 O na nnnr/inq_ Vogotnfinn iA ao4A2e-, Q PRIVYd;P &(locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): P,z-ivy .i-s not Raezen . 9 .Page 10 of I 1 r OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 105 Cedaawood /toad o t u.c t, f7a—T—.6. Owocr:a. P. Vang-ealtcom a2. Date of lospectioo: 6110103 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public.ywater supply enters the building. 040-) PIA Qoo(Y-1xn 2rD SO 3 II •• �� ail 10 I • 40 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 105 Cedaa ldood Road o ui. , t'a.3h. Owner: 1. P. �. P. Vangia.2com ;a. Date of Inspection: 6110103 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: 1V0_Obtained from system design plans on record- if checked,date of design plan reviewed: Nd qf S Observed site(abutting property/observation hole within 150 feet of SAS) N�L Checked with local Board of Health-explain: NA q-LS Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain:._hi�t/::11 own. &arcnzi-agPe, ma. u,s. You must describe how you established the high ground water elevation: U4ed: gahlLeLu R Ni_P.Pvn Mnr/oP_ 12116194 anniinrl mrifon oPeurifinnA nPaae .ton _Poy,eQ, /Izpad: IlSgS-, QgAa4unfinn woPa Coro —�,,aa 1992 Uaed: USG£ ZPg4Q irQ_6 &gag a4 Ora A n uo.6 nnngPA n,& gnnijnrl una Leaching Pit 1 Groundwater Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the borto Of the leaching pit and the adjusted groundwater table is f� feet. I1 l_ .. , . � . -A y'•r.T.nr*r'-n err*-.err' rnrarrr•nml/rnf rnr.+sflrr.1'+S�rlTA*e+�An nrrn�f 1+s'�s�t1lT .TTrsT•T-�sT-�--:..--.;-... 1 " TOWN OF 13a/tnzta&.2e BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D .- CERTIFICATION T•'t�T'• •.••-T..1 T.�TT 1S n.l'q.'.T1 TTiQT1I7T.'!e►:T-!.'.r7.RTt�I'RIl1"'1'!ST•!w��STTf I -TYPL OR PAINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 105 Ceda2 Nood Road Cotu.it, t"a.6.a. ' ASSESSORS MAP, BLOCK AND PARCEL # 19-46 OWNER' s NAME Vang-ealtcom• a. P. aa-. PART D - CERTIFICATION I NAME OF INSPECTOR aozeph P. Naeomgea ;a. COMPANY NAME 1, P. Nacom9e2 & Son .inc':` COMPANY ADDRESS Box 66 02632 Street Town or CSty State rip COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 - 1578 't CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at ID his address and that the information reported is true , accurate , and omplete as of the time of :inspection . The inspection was performed and any ecolnmendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . n i IlirI, Check one : )II System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public healLh or Lhe environment as defined in 310 CMR 16 - 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* \ The inspection which I have con acted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date ne copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEALTH. It the inspection FAILED, the owner or operator shall upgrade ' the system within one year of the date of the inspection , unless allowed or required otherwise as provided in 3.10 CMR 16 . 305 . partd .doc /� TOWN OF BARNSTABLE IT66AT1UN 105 Cedgzwood Road SEWAGE # 6/10/03 VILLAGE Co.tai ,, Naa,6. ASSESSOR'S MAP & LOT 19-46 '�MVANE&PHONE NO.1. l0. Macomge2 ail. SEPTIC TANK CAPACITY NUNC 2-6 'X8' Biock ce-6,3,?oo,&3 in LEACHING FACILITY: (type) 3e2oe-6 (size) 2000 g ate on s NO.OF BEDROOMS 2 B UILDER OR OWNER 1. %. Van91azcom Jz. �X �X�x XX x x x xXX X��1 �1�,8�FCXDA'I E;6/10 0 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching F cihty(If any wetlands exist within 300 fee�oflea g i ' Feet Furnished by , C14 CV3 pi P O 0cy-I j 5 0 1, AM TOWN OF BARNSTABLE CATION f � S�1veAnc-X 54� SEWAGE # VIL,:LAGE_Qj6 1t- ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATER --Z BUILDER OR OWNER G;n � DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes 11No �0 wmb-0 5 C 7 &/ a� L 3 90 I �n r' TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE -fJ' ASSESSOR'S MAP & LOT400 ` 074 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �, (size) NO. OF BEDROOMS- 4�, _PRIVATE WELL OR PUB�L>IC WATER BUILDER DATE PERMIT ISSUED: . DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No o h l ' cry N` N V / e ' � •LEGEND COTUIT PROPOSED CONTOUR PROPOSED SPOT GRADE SCHOOL ST. 5z- � EXISTING CONTOUR .o + 96.52 EXISTING SPOT GRADE F,��' Z<" COTUIT N PARCEL ID: �/' W— EXISTING WATER SERVICE Goo�F'gyp• f BAY 019/048 ��.�/ T O fr� 'Aj, s TEST PIT �i ! \�'PO LOCU S 40.6'`' O F- JQp� /w \� J� 4 � LOCUS MAP PLAN REF: 151/135 NOT IN ZONE II TITLE REF: 25477/12 (RPOD) lv \` O PARCEL ID: MAP 019 PAR. 046 /, _- __ / N j ZONING: "RF" SETBACKS: 30'F-15'S-15'R HEIGHT: 30' 6' WITHIN 1 MILE OF COAST WIND EXPOSURE B ZONE III FLOOD ZONE: "C" j Rio' _ _ _` % COMMUNITY PANEL: 250001-0021—D DATED:07/02/92 #105 -__ PROPOSED ADDITION & <' �tx ___ TOF = SYSTEM UPGRADE PLAN 43.15 = LOCATED AT: 105 CEDARWOOD ROAD NEW DDITION 24.7' o patio COTU I T, MA. zo ,9�,�. ��o °, PREPARED FOR J. SCOTT & AM Y R. W � gyp. - EXIST. 1,500G / / J TH-1 SEPTIC TANK(re/use) B A R R I E o p '�� O O EXIST. 1,50OG ��� SEPTIC TANK(nowl cation) NOVEMBER 5. 2013 � 0 `L PINES , PARCEL ID: �ti of PARCEL ID: O '2 ,; ���/ 019/045 ���� SsgOti Of ,yAssq 019/047 tis3.2�2 O ;' j� �o EDWARD GNP DAB cy� S8 9 ems, ; j ' o A. 1�"dEyYE� cn 42.7 i 3 0T03 E0 " o. 1140 �Oh } 00 s� AtA OAKS ,r PARCEL ID: o -!3 ANITAR0 019/046 SAS .0 'Qc�q AREA=20,�01.1f S.F. 2°F MEYER & SONS, INC. / P.O. BOX 981 EAST SANDWICH, MA. 02537 0 NOTE: PARCEL ID: S7 74-58 (5081362-2922 LOT LINES SHOWN FROM PLAN 1551/135 LOT 166C 019/071 8 29 ) DO NOT CLOSE MATHEMATICALLY. A NEWER RECORDABLE PLAN SHOULD BE PREPARED SUITABLE FOR THE BARNSTABLE COUNTY REGISTRY OF DEEDS. SCALE 1"=20' SHEET 1 OF 2 J#1567A T.O.F NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS EL: 43.15 NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (42.70) F.G.EL: 42.8 F.G.EL: 42.8 F.G. EL: 42.8 a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA .D TOP TANK=EL. 41.0 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" G. , STONE OR FILTER FABRIC DOUBLE WASHED STONE A 6" " 4" SCH 40 PVC g 10"I 6 ®®®®• 0 EM®®® 14" ® S= 1 (MIN. ®®®®®®®®®®® TEE'S ARE TO BE INV.39.12 2' E F. DEPTH ®®®®®®®®®®® 4' SCH 40 PVC •.....A..- INV.38.95 4' 3 X 8.5' 4' OUTLET ELEV. BAFFLE INV.39.75 PROPOSED DB-3 .. .. .: . . DISTRIBUTION BOX EFFECTIVE LENGTH = 33.5' QA EL: 41 .48 INV. 40.00 , INV. ELEV.= 38.70 © EL: 41 .00 RE-LOCATED 1,500 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON � MgsV BREAKOUT OUTLET TEE AS MANUFACTURED BY y� ELEV.= 39.70 TUF-TITE, ZABEL, OR EQUAL DA� �f TOP CONC. ELEV.= 39.70 MV NOTES: 1 CONTRACTOR SHALL VERIFY ALL EXIST►NG 0INV. ELEV.= 38.70 ®®PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE 6�S1 ®TO GRADE ON A MECHANICALL COMPACTED SIX SANITAR\ BOTTOM EL.= 36.70 ®®®® 3.75' 5 FT. 3.75' INCH CRUSHED STONE BASE, AS SPECIFIED IN I I lj � I.3 310 CMR INLET & OUTLET TEES W/( SEPARATION 5.20 FT. EFFECTIVE WIDTH = 12.5' 3) INSTALL GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE ADJUST. GRNDWATER EL: 31 .50 4 SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) GENERAL NOTES: **USE OLD PERC TEST #12952 DESIGN CRITERIA 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CONDUCTED ON 5/24/10 FOR SOIL LOGS P#: 14092 BOARD OF HEALTH AND THE DESIGN ENGINEER. ADDITIONAL 2 REQUIRED TESTHOLES NUMBER OF BEDROOMS: 3 BEDROOOM EXISTING/4BEDROOM DESIGN 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPUCABLE DATE: AUGUST 5, 2013 LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN DESIGN FLOW: 440 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 4 BR = TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. GARBAGE GRINDER: NO (not designed for garbage grinder 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 440 gpd x 200% _.880 gpd, RE-USE EXIST. 1,500 GAL. SEPTIC TANK FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 42.70 0" 42.50 0" (440) = 594.59 S.F. A LOAMY SANG A LEACHING AREA REQUIRED: 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND .74 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 42.03 1OYR 3/1 8" 83 10YR 3/2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. B LOAMY SAND 41. " USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 7. WATER SUPPLY PROVIDED BY PRIVATE DRINKING WATER WELL. B 0YR �s 8 STONE ON ENDS & 3.75' STONE ON SIDES: 33.5' L x 12.5' W x 2'D 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 39.37 40" TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. C 39.34 C 38" BOTTOM AREA: 33.5' x 12.5'= 418.75 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEDIUM MEDIUM SIDE AREA: 33.5 + 12.5 X 2 X 2 = 184 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ( ) CONSTRUCTION. SAND SAND TOTAL SQUARE FEET PROVIDED = 602.75 vs. 594.59 REQ'D 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 2.5Y 6/4 2.5Y 6/4 PERC ® EL• 38.25 DESIGN FLOW PROVIDED: 0.74(602.75 S.F.) = 446.0 G.P.D. vs. 440 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION + 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED ADDITION/SEPTIC SYSTEM UPGRADE PLAN AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 31.70 132" 31.50 132" 105 CEDARWOOD DRIVE, COTUIT, MA 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. ('C" HORIZON) 15. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Prepored for: Barrie 16. EXISTING 1,50OG SEPTIC TANK TO BE RE-USED IN A DIFFERENT LOCATION. Engineering by: Surveying by: SCALE DRAWN � I, Doreen M. Meyer, R.S., CSE, hereby certify that I am currently approved SONS,INC. A(acDo�ently approved by MADEP pursuant to 310 CMR 15.017 all Srtrvev N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 508) 419-1086 DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 508-3622922 1 1/05/13 DMM 2 of 2 OC � v c7 jog. No: 250:3 ' DRAWN: PDM SCALE:AS NOTED ATE:II/26/201 w. c) c�) .. ... ... .. .. ... .. .. .: .. ... cv . / EXISTING .. s ... .. .. .. BATHROOM. .. .. .. .. EXHAUST .. .. f6 .... .. ".(NO CHANGE) .. \\ \� .. Lu .. ou .'.. ... ...' ... ... .. � �PLUMBING.. \ ~ / .. .._ NEW EDPM(RUBBER) ROOF u ----� - ----- -WRAP EDPM ROOF 7 \ UIs EXISTING-SLOPE- - -y- -- / EUJ_ED_P_CI12.0_0 � .. .. .. . .. -. TO SE OF SKYLITE LL. Ic .. .. ... ... ..: :::: ... .... '- ... /AZEK:TRIM - — ...GUTTER OC :.. O W SPOUT OI E _ i OO — DOW.. - NOSCHANGE SIDING Q .. .. ::�.. :. O BEYOND .. CORNER DIIN F G� ; AREA � 3 .. .. .. . .. - —. .... - .. CORNER U-I .. .. .. .. .. .. D_OWNSL'O_UT... .. .. b ... ROLIVING H ING _ ul — :: O ." - -- BEYOND 4 O U 5LI ... LANDING .T Q :: :: :.. .-..:: :.. :: :.. .. .. .. . w ... ...:Off. .... .... .... .... :: Q- O O EXISTING B" CMU FOUNDATION;'ADD REBAR i I -' ADDITION'CNATILEVERS, I - - - I AND FULLY;GROUT PER FOUNDATION,PLAN I - BEYOND EXISTING :: I ____ I. -- -- _________ ___.___ __ _ I __ . .. ... _�� :: FOUNDATION .. ______ I EXISTING 15' TK CONCRETE FOOTING SHEET NO. - �o WORK)ou - .... 44 2 REAR ELEVATION - EAST �LE�/,4T10>\l b 4 t n L'"DM 0 v _ 0 w. . . . . :q H MIP.RGR MIRROR O �. Q N CR oe. No:. 2503 i DRAWN: PDM CALE:AS NOTED �... �' ..._ ATE:II/16/20I ... .. .... I _.. _. ELEVATION * 1 EXISTING ,.. ./. .... .. NEIU-ALNMIN . EL9 . ' .. _ ... ,• '.. .. � COUNTER-FLASH'G � ... - FLAT OF ROOF,RUBBER EXISTING YLIGHT EXISTING .... ... ... - ) .;��. WITFTAEW.CtAPBDS. ::INO CHA E ROOF;BEAMS ' SEAMLESS SHEET EDPM'IRUBBER)ROOF - - - SEAMLESS'SHEET'EDPM(RUBBER)ROOF - -' CLAMP FOR "• CLAMP'FOR - - :EDPM ROOF Yam. i- GUTTER REMOVED AND eDPM ROOF jlr - } RAFTER TAIL CUT FLUSH. .. :CONTINUOUS .I CONTINUOUS X )(,X ` r% X `X . ALUM,GUTTER � k A h 1 K ALUM GUTTER \h \„� EADER ". - .. ... ZIO-FIBERGLASS .' 10-PIBERGLAS9 - ... .. .... - NEW TRIM MAY Be INSULATON REUSE EXISTING HEADER NEW TRIM MAY.Be INSULATION DROP CHILING (V / PVC IAZEK) : FOR OVER POCKET DOOR PVC(AZ EK) >I AT BOTTOM CONTINUOUS SOPPIT:: .... OF . Q / VENT 2d2 RAPTER$li'o%e DBL 2.8 HEADER 2.12 RAFTERS U•o/c I ./CORNERR =1 TAPER TOP FOR NEW TRACK TAPER TOP FOR BEADS .. . PITCH TO REAR. AT POCKET PITCH TO REAR, - - - - i 1/4'PER FOOT DOOR. - 1/1'PER FOOT :: .SHIM AS i .... ....�y .... : ... W .REQUIRED. ::.... L6 MAST = DINING rho o ERLBRTH �! ex1nG AREA U n DOORR NOM O . E—EXISTING EXT RIOR .. - BEYOND I rc .. - REMOVE EXISTING - CH H E - .. - R I...' BATHROOM WALL V E 5 AT ... .. .. .. .. CEDAR SHINGLES.. .. ..Q .. AND COVER WITH.. .. .: .. .. .. ll- . ..� .... ... 1/2'BLUEBD AND::: PLASTER.� � � � � ��� .... ."s .. .. ... .. .. .. ... ... Hi 2.4 STUDS N'o/c .. ... ...I 2.4 STUDS li'o/c 1/2'COX'PLYWD l!-1 U, 11] E SHEATHING i MIL POL EX19?ING r VAPOR SHOWER ... .... Q)._ .... 1/2'COX PLYWD W ... .. .... .. .. .. .... gg ARRIE .... .. .. SHEATHING -_ a0:: - CATION .3.V FIBERGLASS ' 3.6'FIBERGLA B R INSU = 'INSULATION '!' -- - WHITE CEDAR Q : w .> '� 'a: 8HINGLES;MATCH PLAS eR IN CHANGE) IJL .. .. ... , WHITE CEDAR - K : : EXIBTNG HOUSE' _:� ___ SHINGLES.MATCH 1STAINEP OYRLL .. - ' TO I ) NEW WD BASEBOARD ALONG-EINTIRE - :: :.. ... OWN R N9TALLING � � � WALL:MATCH EXIST'G IN KIND .... PIR DECKING .. .... . :: ::/ - .: �X /,��..�/�/�: •,�,Ir r�%�' III NEW 24 P.T.FLOOR JOISTS ... ... �. ....,n '. J.. -�1CX..l..�x _ .-.... .. !::t,�-/.)...��..{�..C.S.�J I IPPHD TO THICKNH89'TO . ... ...:� — - .. MAKE PLYWOOD'9UBFLOOR .. _ z P.T.24'c IL'e/c EXISTING CONCRETE SLAB � PLUSH WITH EXISTING EXISTING CONCRETfi SLAB TO - .. .. .. ... .. ... .. C.T. T.'.SHIMS A8 REQUIRHD .. DBL 2c6 P.T.GIRDER TO LEVEL FLOOR Q EXISTING CRAWL SPACE -' ' REMAIN;STRIP EXISTING.. - CRAWL CHANGE)E iY . I I I—I I I DATI . . —i I I Ed I J 1 o Q —" ," a6 REHAR DOWELS' PLLAN.DRAWING Al. ( NND FULLY LY ROUTE TONIPLA — — I N III w =I111 � LO oU 0 ac Q SHEET NO. SECTION I SECTION 2 Install materials in accordance with Manufacturer's printed D. EXTERIOR TRIM : 09260 PLASTERING f nI instructions and approved submittals. Install- materials in S C I C T I O I `l S "DM Proper sequence and In proper relation to adjacent Fascia, soffit: rake trim, and cornices shall.be Ix Azek PVC INTERIOR AND CEILINGS construction and With:uniform appearance. Co-ordinate with: for equal):to.match existing profiles.:Use Brosco moldings where : A NTE R WALLS 'work of other Sections of these Specifications. required. Priming to be by others (see:Section 09900). All interiorsurfaces scheduledto be plastered shall have blueboard 01000 — CONDITIONS OF THE.CONTRACT Replace.materials and products damaged during installation. Vener plaster. All plaster surfaces (wallsand*c dings)m shall be . . A _ o E. EXTERIOR SIDING smoothfinish: o A. CONTRACT Prior to completion, clean all surfaces, test all mechanical and P electrical 'equipment, and perform 'sinilar 'operations as Siding shall be 16" White Cedar Clears. (5 t ex osure to Walla shall be screw fastened directly to wood framing: O The 0wner-Contractor A reement to be executed shall be AIA weather; p6gnwith adjacent existng'walls). Cover all newt ceilings shall be furred and_shimmed level with Ix3 wood required to make-work ready for occupancy. Document A105 'Standard Form of:_Agreement Between Owner end- ::: :: - aided exterior walls With Tyvek high density polyethylene fi er - strapping prior to installing'blueboard. o 0 Contractor For a Small Project, 1981 Edition. plus Supplementary : 1, CUTTING AND:PATCHING : air-infiltration barrier. Tyvek to be installed prior to window - - General Conditions included herein, Comply with:Owners installation... - - B BLUEBOARD � ~- requirements for coverages and limits for insurance:required for Contractor shall perform all cutting:and patching required this Project: Furnish Owner with current Certificate:of Insurance. for:all. tradeS.L Contractor shill :repair':all damage to P._ GUTTERS : :: Blueboard.shall be 1/2" thick for both walls and ceilings. r� existing conditions caused by either she demolition or the Contractor shall furnish new aluminum gutters on new construction Plaster knish shall be smooth, including all ceilings. new construction. (along entire..rear.and side walls of. addition); include two downspouts B. INTENT and ptitch gutters from corner towards:the downspouts. - J. DEBRIS - 09L60 FLOORING V ¢. These Drawings and Specifications are complementargg and are oe intended to provide the basis for a'completelq fniahed "' A.WOOD FLOORING project suitable for the,intended use of the Owner: Items. Do not permit accumulation of trash:and waste mbterials .y= ¢'r within:the structure or around the exterior not n proper 06200 - MILLWORK ¢ _ called for by one.shall be:considered required by:both.: Contractor shall sub-contract For all new pre-finished bamboo An thing not expressly'set forth but which is reasonabl containers. Remove full debris containers promptly. wood flooring in new Office area. :: g y A. INTERIOR WOOD,TRIM,. . - - - -implied or.necessar for proper performance of this work� - .. Contractor shall,remove all debris'from the site.at the. - - ' shall be included unless expressly excluded b reference to :: completion of the.project and at all times dispose, or in a, All interior wood"trim shall be Poplar. to match existing - - - - " P y .. y .... P .... .. P .... trim profiles m rest off P se; no finger-jointing.where All.finished flooring shill,:s even and level. There shall OB. NO: 2503 work:by'others". :legal manner. to finish i 'ndicat g JJ tin ant wood be no interior raised thresholds between Office and Bedroom. C. DIMENSIONS POM work only hasa approved by the Owner. 'AII.paint and stainDo.NOT bury any uinod debris on the site. - under Section:09900. - Flohoring.shall be delivered'i f unopened bundles and stored DRA Contractor shall verily all existing conditions and.shall.. by others squat aye i with a e air circulation or a minimum of 1 m e CALIE.AS NOTED Furnish and maintain one 5-gallon:AB fire:extingwaher on urea where it:isrto be inarallyd to allow: to the Ctrresponsible shall for all all a anciea between dimensions of "' " ' P B. CABINETS ATE Il/?6/201 .the actual work and.those..shown on the drawnga....Any.... site at all times until Substantial Completion. � finished environment. differences:that may be found shall be submitted to the - - Contractor to install new vanity furriiah8d ao the job site -- Owner::for..decision before proceeding with the work. - All removed materials with a-selvage value shall remain'theComply with Flooring manufacturer's printed instructions:: P 9 bg the.Owner in Master Bathroom as.shown on.the drawmgs. Contractor shall also bring to the attention of the Owner - property of the Owner and shall be stored where directed. the drawings, including new vanity countertop. anndd:rec Immendations:for:indstallation of floboflring. Provide . and/or Architect an additional information.(including dimensions - .- ... . ..... nailing a require , then ' 'sufficient notification yto:permit preparation of additional.material 02100. —.SITE WORK' - 01100 - THERMAL. subfl between floor and and details) necessar to_execute the work, given the:Owner additional nr s paper to secure su oor .,.. P. P P .,., _ .._ .. install l5tt.red_roan r i a e new,-wood ...required. .... .... .. : ... A. SEWAGE DISPOSAL A. BATT INSULATION B.CERAMIC.TILE D. PERMITS' ceramic tole .:: :.. ..: .. -. .. ' - .. P. ..P _ .. ..g ...General extension of ex 8t rig BMaIsterLBaehroomer .. All work shall conform to the Massachusetts State Bwldng : of existing septice tank Contractor fie d.stake Keep all location onatruct- nalulation iin bat or rolls inthe thicknesses Ishown, or iF - floor an . gg Code (latest Edition) and any other applicable codes and ... ion activity and storage.of-materials a mimimun of..5'..awag not shown,.generalig n the thickness.of.the.,wood framing; Owner shall furnish all tile..contractor shall Furnish all...'.. regulations." File documents with required regulatory : ' from:perimeter of this area. : minimum R values shall:equal :or exceed 3-1/2" RII.:5-I/2" other materials (epoxy, grout, and accessories). Install in aggencies. Obtain and:pay all related fees and.permit:.costs, RI9, 9" R30. Cover.:the.nnerface of all walls and:ceihngs accordance With Tile Council of America:specifications and Obtain ell required:inspections and approve a. B. GRADING/FINISH WORK' that have fiberglass insulation with 6 mil polyethelene instructions or adhesive and grout manufacturers. est E.- GUARANTEE .: :: .: Ang Gama9e or disruption to'adjacent Bard areas shall-be unbpakena�'eheets posable,ler that has. ennaccordence:With ma installed in the rnufacturer's '- - restored to original grade lines. Rake smooth and clear of printed instructions. C.CARPETING 1. All work and material is to be fully:guaranteed for one (1) :-:: :stones or other:debris For seeding by others. 'Any'damage P ' I ' - - : year after final acceptance as complete. All materials to ad acent There is no carpeting included in this Contract. j paved areas, roads, or walks (bituminous, concrete, - - - Burnished bg-the Contractor shall be new. except: as or crushed atone or atone dust shall be restored b� the - apecifically noted in the Drawings or in these Contractor to their original condition. y MOISTURE PRO Specifications, and shall be free of imperfections:and 09900 PAINTING 01300 ROOFING AND MOIS PROTECTION appropriate for the intended use. A. ROOFING, GENERAL 04100 - MASONRY A. COPE It is the intent of these S ecificatione that the materials -' Contractor shall furnish and nsall continuous (seamless) EDPM S P rubber roof:over entire surface of new:flat roof anu up the sloe : AII'paintin exterior.and:interior; shall be by others..:Owner and equipment described be procured,'erected, installed, A. CONCRETE MASONRY FOUNDATION:WALLS: h P shall see that all Cedar shingles for the exterior have:been connected, used, cleaned, serviced. end conditioned in such of the existing roor to the base of the existing sl t flashing 9 -a nnectedmanner Luse d, and all guarantees end drama of the Existing CMU foundation walls shall be reinforced with rebar and up the face of the adgimy (living-Room) wall a minimum of 8". - pre-staved prior to Contractor's installation on the exterior respective manufacturers, Fabricators. or processors be d'owels:as:detailed on the Drawings.' Use high-strength masonry : Cover rubber on existing aopedd roof with two courses of:ashphalt walls. - .. full binding. s" . - grout:full depth of wall. : 9.: - shingles (matching the.existing roof) below skylight: remainder o be :: .. ... .. 9 g• exposed rubber. Cover:top edge of rubber on adjacent vertical Contractor is NOT responsible for filling nail holes in any trim, B. COLD WEATHER GROUTING'AND PROTECTION wall with aluminum counter'flashing a minimum of 12" above eloped roof interior.or exterior, only For proper craftsmanship in all cuts and (11 In the event that the use, conditions of;use, or any surface and then tooth n new cedar shingles to patch, leaving fitting of trim; countersink finish nails.instructions.specified herein are inconsistent with or .:: When rout is placed:at or below ambient air temperature minimum of 8" exposed metal flashng. Q contradictory to the manufacturer directions, - of 40 F. or whenever such or lower temperatures are likely Install accordin to the roofingmaterial:supplier's printed nl recommendations or instructions, notify the Owner prior to occur Within, 48 hours after .placement cold weather - PP P 10100 - SPECIALTIES to ordering same. : .: : - .. :: weather concreting procedures shall::be�followed. To this end, cce ctions requiredll by the rmanufacturer lito clamps). e mp. thew - N - " entire'area affected shall be protected b insulated blankets. - and standard warraty. : .._ g A BATHROOM ACCESSORIES. F. TEMPORARY FACILITIES No salt, chemicals or other materials' shall be used in mix to lower freezing' point of the grout: Mirrors, medicine cabinets, towel bars and other.accessories /. Contractor and his sub-contractors.shall have use of the B. VENTILATION shall be furnished by the Owner for installation by the v existing Master:bathroom during the:course of: the construction. -Duringg curing end at.cbndus(on of curing period,.means. Install :new continuous 2" white strip soffit strip:along _ Contractor. Provide'concealed solid wood blocking'for:all - - Facilities must be kept neat and clean throughout the course : shall be provided,if necessary, to insure that temperature new horizontal soffit. Pol at rene vent channels in all toilet accessories as part of rough framing. .of construction.- . .. " "" of air adjacent to concrete does not fall more than 50° F each rafter bay: y y " framing. - - - :.(] Contractor shall thoroughly clean at completion of construction. hour and:not more than 30° F in -24 hours. Contractor and his sub-contractors may use exist Do not use frozen materials or materials containing ice or snow. 15500 PLUMBING 9 9 08200 - DOORS AND WINDOWS. s electrical power and water during construction; normal Do not use calcium chloride, salt or other materials' A.SCOPE ,a utility coats shall be paid for by the.Owner. :: u A. WINDOWS containing antifreeze antifreeze.:agenta'or chemical acceleratora:unlesa 1Q :: otherwise accepted'in mix design. ': Contractor shall furnish and install*new as Scheduled Owner shall subcontract aeparately for all plumbing work: There shall be no smoking permitted inside the house at any associated with this time during construction. on the drawings plus new windows n existing window locations Project. Contractor shall make. e so noted. reasonable allowances for Plumber to perform his work �. a(\ Q "' 06100 -;CARPENTRY weer " u i le in walls an f n o theperformance \J� L ncl n air a d floors o e f r G. PROTECTION OF EXISTING CONDITIONS: Verify ALL windows with:Owner prior to piecing final order, of work g and providing a schedule which allows te Plumber Contractor. shell confine general construction.o operations to A. .FRAMING LUMBER saes, color, glazing, muntins, and hardware. sufficient time to.perform his work, secure inspections, and O g P - .. - .: .. .: -: .not delay the project.: .. LH w- as tight en area as possible around the addition and driveway, All lumber used for.framing shall be as follows except.. AII new.windows, except as otherwise.scheduled;.shall be including debris storage and parkmg.' Exercise extreme care where noted otherwise on the Drawings: Anderson:100 Series clad wood windows with Hi-Performance ° to protect existing trees, shrubs, and plants slated to S ruce-Pne-Fir (SPP).42 or better; moisture content.leas Low-E4 lass..divided light with spacer; rifle - white. _ Z m P 9 9 P 9 15100 HEATING AND VENTILATING O remain. U on commencement of the project, Contractor and than 19%,:surfaced 4 sides, Fb-:1,000. si, Fc-125 si, interior rills ra-fnished white.'Include full ' - p p p g p perimeter weather m Owner shall together:determine iF any shrubs interfere with E=.1,300.000 psi. Exterior wall.:framing typical)y 2x4 stripping. Exterior.faces shall be vnyl clad, color white: . A.SCOPE the construction and then the Owner shall remove any shrubs construction 10 o/c, interior wall'framing to be 2x4 Interior surfaces shall be:factory pre-Finished white." in the way of construction prior to the commencement.of. .. construction,.except as otherwise_noted. Owner shall subcontract separately for allL Heating work work. Windows shall :be glazed with sealed insulated glass; all windows associated with this Project: Contractor shall make o B. PLYWOOD.SHEATHING shall have fixed wood grilles on exterior, m.the.patterns shown. . (] - " t -' :: : :: : - reasonable allowances for Heating sub-contractor to perform +I-I�-I' Access: for deliveries and for dumpater shell be along leaving p CL driveway;.do.NOT intrude into tree.line;, restore any All plywood shell be.Fir, as Follows: Interior. hardware shall be Anderson PSC Classic series - white. his performance imcudingu le and providing nd floors open for the allowy Q Q disturbed lawn areas to original conditionn upon completion Walls- 1/2 C-D INT APA.with:exterior glued, unsanded... the Heating sub-contractor sufficient time to perform his E Q of project. Roof 5/8" Structural 11 C:=D.INT'APA, unsanded. a removable n white. for all d work, secure inspections, and not delay:the project. 'Floors - 3/4" C-C INT 'APA with exterior glue, tongue : Include b insect LLI L. .l i scree ,'wh unite;,furrnehe . .. / Contractor shall seal.off remainder of house from.rooms.... end grooved (glue and nail to joist). _ o where.demolition is occurng, using 6 mil polyethelene and 1/2" INT-DFPA touch sanded for uriderla ment: B EXTERIOR DOOR I6100 - ELECTRICAL:: C wide masking tape. Relocate dust.barriers" as required y Exterdoor. (eliding glass door) shall.be:exieting door at rear U � during the bourse of the work. 'Protect'all exeitng wood DO NOT use luan plywood for underlayment. of Master. Bedroom carefullg removed and reinstalled. Notify (� floors With red rosin paper during construction. Owner.o any.deteriorated materials or other.deficiencies in the C. FASTENERS existing door which would make a less-than-weathertight and work A.SCOPE Owner a Electrical H. INSTALLATION: propper installation worthy,of.a guarantee, associated thisrProj Project. Contractor shallimakew O RR m �ai All nailn 'shall be in accordance with the Massachusetta a lace completely all exterior and interior teens (L O O I 9 g reasonable allowances for the Electrician to perform Take field measurementaL prior to fabrication where State Building Code (latest edition)-and the American - - -- - his.work' including leaving walls and floors open''for.the C.INTERIOR DOORS Q practical.. 'Form to required shapes and ewes with true, Plywood Association;'use more stringent requirements.':Nails - performance of work and,providing a schedule which allows straight edges,:lines and angles.: Provide inserts and : : - for plywood sheathing (floor, walls, and roof) shall all :be - - - the Electrician sufficient alma to perform his work,' - hot dipped alvanaed. All interior doors shall be 15-lite solid clear pine,IDS' secure inspections, and not delay the project. a ' templates as needed for the work of other trades. PP g scheduled,'Morgan French door, minimum,thickness 1 f P SHEET NO. IL Annular.nails shall be used in subflooring: Simpson H-3 with solid wood ambs :(starri:grade), to be hung on concealed / - - fpatenere (Hurricone Anchors) shell':6a used:for plate to " - ,l bright brass finger pull. n end - sliding door track. Include:bin N well as each aide. rafter connections. �� Contractor _ : - � General efia assist a era sub contracted N - - trades (plumbing,heating, electrical))with Iange penetrations - - - of exsting concrete or masonry walls for their pipes, wires, .. .. .. .. .. .. / .. : .... : or ducts. .. .. "DM TOV-114 OF BARNSTABLIE ' � o 0 1 0 ~ Q o D MITI ! o 0 V GARAGE ^ N WORK SHOP r------------------- JOB. NO: 2503 DRAWN: FDM SCALE:AS NOTED DATE:II/26/201 DECK COVERED PORCH PATI DN DINING XISTING FOUNDATION O: LL l IIF U 4PR0P0SE TION KITCHEN 00 ° / � r----- r- CLOSET ^ ---_J 0 O w _ _-UI L 13EI1aYEA- _ i DN LIVING DN " o BEDROOM #I LIVING BELOW HALL O Q ROOM Q �I BEDRM 43 Qn/ d IL Cl OZ Q BEDROOM 42 N �/ w I U55 p I O o 0 0 SHEET NO. lst FLOOR PLAN 2nd FLOOR PLAN N / U l� A "DIA6�_4„ NEW FLOOR JOISTS: 515T ELVL'e IG"o/r HEADERS: RIP O6'RED TO 2xa: RIP TO BEAR ON ON o HI - DBL 2x8 GRANITE EXISTING CONC. SLAB: 2x12 ROOF RFTERS I6'o/c FACE OF LANDING SHIM AS REQUIRED. TAPER I" OVER LENGTH H2- DBL 2xIO WALL ABOVE and STEP 1 z TOWARDS REAR. H3- DBL 2x12 `r 19'-3"t LJ z'@J COORDINATE TOP H2 HI OF SUBFLOOR FOR - HI FINISH FLOORING O OI REUSED SLIDER O FACE V ADDITION • . . o _- ___-_- -CAp{TILEyI=J�-_ _- -_---o_ TO COVER EXISTING CORNER BOARD ::E --- s -------- ----.---- - I I � in � Z O,p IIN'E F WOOD - o~X r E-FOUNq N FLOORING NEW C.T. FLOOR; BURY 4x6 QmW BELOW - TILE SUPPLIED BY POST INM a_�z ,� 92 OWNER. d q WALL (FROM Oawt I W CEILING BATH SIDE) o H�zN ob 13-A LL H3 _ zOwffi _ - L- WAL REMOVED- - -- — -- - JOB. NO: 2503 ---, NEW SIN K..DR_IN. �_-_,® f-'Dr1 EX15TIN TO RUN IN JOI T I I SCALE: SKYLIG SPACE- TO RE IN CRAWL SPACE �SL 11f E I(NO CH G ) WALL 'AND TIE MEILINCA DATE:II/26/201 L--- INTO B'EXISTING L_ _) FLOOR FRAMING PLUMG DRAIN ❑ EXISI I G SIR CTURA UOOD BEA ROOF; NO CHAP, E EXI NO C GE ------- EXISTING FOOTING: NO CHANGE ❑ r__-_ j III • LEXISTING e" CMU FOUNDATION: FILL VOIDS SOLID WITH CONC.INSERTING VERTICAL REBAR I I FULL HT OF WALL. IL"o/, REB /c HORT. ROOF FRAMIN � • 'C� EXISTING HOUSE FOUNDATION (NO WORK) CONSTRUCTION NOTES: FOUNDATION Ist FLOOR FLAN 1. EXISTING CONCRETE MASONRY UNIT (CMU) FOUNDATION WALL TO REMAIN. FILL ALL VOIDS SOLIDLY WITH CONCRETE TO TOP NEW CONSTRUCTION OF FOOTING: INSERT (1) 45 REBAR VERT EVERY IC. FULL DEPTH. - 1.40 Sf± 2. EXISTING CONCRETE SLAB TO REMAIN, REMOVE CERAMIC TILE. " I a 3. NEW FLOOR FRAMING SHALL BE CUT AND La-`1 SCRIBED TO SLAB. WITH TOP OF FLOOR 1 JOISTS SET 50 FINISH FLOOR ON 3/4" �J ADVANTEX IS FLUSH WITH EXISTING FINISH FLOORS (MAY VARY BETWEEN BEDROOM N Z AND BATHROOM). ALL FRAMING TO BE P 12"AFF z P.T. NOTE CANTILEVER ON REAR. z / EXTEND DUCT BEL W ei FLOOR THRU FOUND . 4, REMOVE EXISTING SIDING COMPLETELY. WALL TO NEW EGIS Jfl COVER WITH 1/2" BLUEBOARD AND PLASTER. ORDINATE VANITY: ITY CO- FAN EXISTING ST THRUEROO m FA."O' CT EXTENSION OF VANITY P2 TO REMAIN U Q / 5. TYPICAL NEW WALL CONSTRUCTION TO BE 2x4 IN CRAWL SPACE TO NEW STUDS 16"o/c UNLESS OTHERWISE NOTED. WHERE FLOOR REGISTER IN THIS T Q u ALIGNING A NEW WALL WITH AN EXISTING WALL. N (1 O e FURR EXISTING WALL OR ALIGN STUDS OF NEW v 934"AFF __-__ ___G I v WALL AS REQUIRED TO MAKE FINISH SURFACE =\l IY FLUSH IN A COMMON SPACE. ') _ oz Q Q_ I" I®1 l /(P3„ I� � TEL N LL V 6. ROOF RAFTERS (2x12's 16"o/c TO BE SET EXISTING ATING �LJ LEVEL. BUT TOPS CUT TO TAPER I'A" OVER FLOOR RE ISTER LENGTH, TOWARDS REAR WALL. To REMAI EXISTING SIN AND I Q VANITY REMOVED; _ 1. NEW ROOF ON ADDITION TO BE RUBBER UTILIZE EXISTING\ -' O .N PIPING AS POSSIBLE. _ � (EDPM) ROOF, STRIP SHINGLES ON EXISTING e ROOF UP TO BASE OF EXISTING SKYLIGHT o AND RUN RUBBER CONTINUSOUSLY TO THAT POINT: NEW ROOF SHINGLES (TO MATCH EXIST) I�L /_ Ex 57ING: FROM SKYLIGHT DOWN TWO COURSES. �1 //�Iv�� No CHANGE E Q , < Q Q 8. PI and P2. NEW LAVATORIES ARE FURNISHED BY J v'1 / Q Q N OWNER FOR INSTALLATION BY PLUMBER. ONO F 0 9. P3. EXISTING TOILET TO REMAIN, NO CHANGE — c , � IO.NEW VANITY AND COUNTERTOP TO BE FURNISHED O L.() n BY OWNER FOR INSTALLATION BY CONTRACTOR. O 11. EXISTING BATHROOM EXHAUST FAN TO REMAIN U o (NO WORK). Q 12. NEW VANITY LIGHTING AND GFI OUTLET BY OTHERS, SHEET NO. LIGHT FIXTURES FURNISHED BY OWNER. NSEE COMPLETE SPECIFICATIONNS ON DRAWING Al. N Ist FLOOR HEAT, FLUMBING Ist FLOOR ELECTRICAL U "DIA � o0 O ~ ^- Z V z @� W r% V ¢� _o J �o h JOB. No: 2503 DRAWN: PDhI SCALE:AS NOTED DATE:II/26/201 fig U Ul z Z / ll EXISTING BATHROOM EXHAUST (a NO CHANGE) w Q / EXIST'G Fr PLUMBING / VENT ~ f(1 O v lJ J o� (N.0-- -) - O Ex�8T��1G NEW EDPM(RUBBER)ROOF � � ` -- SKYLIGH I O (L _ _ _WRAP EDPM_ROOF___W -___ LL ry --- Qts€XISTING SLOPE J�JJ/��� NEW EDPM ROOF O _ O BASE OF SKYLITE _ REMOVE EXISTING O O of AZEK TRIM �R O 7 _ O K \ — � F 3 NEWLLUM— 1.IC IL O CORNER O — OWNSPOUT EXISTINGNO SI ING — Q n / X ki3 O — OF DINING ;r 1�11/L Ql37 BEEA Q YOND I� UH5 O= NER tW 11 / OJIINSP_O_ O LIVING - LiJ p 3 B OOND (L U � 4RANITE LANDING O �..() O (L �Q U rn �- O I EXISTING 8' CMU FOUNDATION: ADD REBAR i I ADDITION CNATILEVERS Q I AND FULLY GROUT PER FOUNDATION PLAN i I BEYOND EXISTING __ ________ _ _ _____________y- FOUNDATION �,._----_-_ I EXISTING IS"NO WO TK CRETE FOOTING i I i I SHEET �0, ------------- ----------- --' I --------------�---------NOWOR ----- N / RE,4fiZ ELEVATION EAST ELEVATION ;4 2 U , I O ~ — Z "DM c� El � Ll J Li Q � JOB. NO: 2503 DRAWN: PDM SCALE:AS NOTED DATE:II/26/201 ELEVATION EXISTING INSULATED NEW ACUMfNUM ROOF PANELS COUNTER-FLASH'G FLAATT ROOF.POOPROM F,RUBBER EXISTING ROOF,UP 5'•COVER SKYLIGHT EXISTING WITH NEW CLAPBDS (NO CHA E) ROOF BEAMS SEAMLESS SHEET EDPM(RUBBER)ROOF SEAMLESS SHEET EDPM(RUBBER)ROOF CLAMP FOR CLAMP FOR EDPM ROOF GUTTER REMOVED AND EDPM ROOF n RAFTER TAIL CUT FLUSH. 9RA\)(/ CONTINUOUS - CONTINUOUS - ALUM GU�TTER/ ALUM GUTTER BL 2d2 NEW TRIM AT BE INSULATION L y T INSULATION 1 HEADER C" 10'FIBERGLASS 10'FIBERGLASS V ER EXISTING HEADER NEW TRIM MAY BE PV, IAZEK> FOR OVER POCKET DOOR PVC IAZEK> DROP CEILING CGNANIJOUS SOFFIT I _ AT BOTTOM VENT 2.12 RAFTERS IL'o/c DEL 2.8 HEADER i. 2A2 RAFTERS IL'e/c OF HEADER; / TAPER TOP FOR NEW TRACK TAPER TOP FOR PITCH TO REAR. AT POCKET ORNER PITCH TO REAR. BEADS I/1'PER FOOT DOOR. ❑ ❑ O 1/4'PER FOOTLfl SM ASEQ R U RED. i [fl ° Fo MASTERiBATH U DINING v AREA EXI$TI G MMiRROR N A =3 DOQRR NOM O k---EXISTING EXT RIOR ° BEYOND U REMOVE EXISTING CHANGE WALL REMOV AT CEDAR SHINGLES j BATHROOM AND COVER WITH Q) I/Y AND PLASTER. 2.4 STUDS IL'o/c ^ I I 1(3-\l1 2.4 STUDS IL'o/e 1/2'CDX PLYWD Q / SHEATHING _ AI Ma-POL7 EXISTING W ,J -iV7aP0 SHOWER y 1/2'CDX PLYWD 3.5'FIBERGLASS (BARRIER MO CHANGE) < U SHEATHING INSULATION (1 O � 3.5'FIBERGLASS II/2'BLUE �J INSULATION WHITE CEDAR S BOARD t Q w SHINGLES:MATCH (PLASTER in SPACING 0 �WHITE CEDAR EXIST'G 1140U5E SHNGLES: MATCH (STAINED BY OR _ O TONINSTAER LI INSTALLING) z Q oO / GRANITE LANDING NEW 2"P.T.FLOOR JOISTS O N TO MARIPPED E PL WOOO T D SUBFLOOR.-+ - EXISTING CONCRETE SLAB REMAINGSCONCRETRIP T SLAB BOM TOP FLUSH WITH EXISTING L T.SHIMS AS REQUIRED EXISTING CRAWL SPACE EXISTING TO LEVEL FLOOR 0 _ CRAWL SPACE —_ INO CHANGE) Q (III— SEE NOTES ON FOUNDATION I Q +-/— Q O NEW tt5 REBAR DOWELS _ PLAN.DRAWING Al. AND FULLY GROUTED VOIDS IN CMU:SEE FOUNDATION PLAN N U Ln O U 0 SHEET NO. SECTION I SECTION 2 U + Install materials in accordance with manufacturer's printed materialsD, EXTERIOR TRIM 09200 - PLASTERING S C I I C T I O 5 instructions and approved submittals. Install materials in "DOW proper sequence and in proper relation to adjacent Fascia, soffit, rake trim, and cornices shall be Ix Azek PVC A.INTERIOR WALLS AND CEILINGS construction and with uniform appearance. Co-ordinate with (or equal) to match existing profiles. Use Brosco moldings where work of other Sections of these Specifications. required. Priming to be by others (see Section 09900). All interior surfaces scheduled to be plastered shall have blueboard (veneer plaster base) with U.S. Gypsum Co. Diamond GC H- o 01000 — CONDITIONS OF THE CONTRACT Replace materials and products damaged during installation. Veneer plaster. All surfaces (walls and ceilings) shall be Q Q E. iEXTERIOR SIDING smooth finish. Z V d A_ CONTRACT Prior to completion, clean all surfaces, teat all mechanical and Sidin shall be 16" White Cedar Clears, (5 "t exposure to Walls shall be screw fastened directly to wood framing; C electrical equipment, and perform similar operations as C The Owner-Contractor Agreement to be executed shall be AIA P P we er; align with adjacent existing walls). Cover all newly ceilings shall be furred and shimmed level with Ix3 wood �� I g required to make work ready for occupancy. y y h strapping prior to installing blueboard. Document A105 "Slander Form of Agreement Between Owner and sided exterior walls with Tyvek high density pol eth lane fiber efts in Contractor for a Small Project, 1981 Edition, plus Supplementary 1. CUTTING AND PATCHING air-infiltration barrier. Tyvek to be installed prior to window General Conditions included herein. Comply with Owner's installation. B. BLUEBOARD requirements for coverages and limits for insurance required for Contractor shall perform all cutting and patching required �D this Project; furnish Owner with current Certificate or Insurance. for all trades. Contractor shall repair all damage to F. GUTTERS Blueboard shall be I/2" thick for both walls and ceilings. existing conditions caused by either the demolition or the Contractor shall furnish new aluminum gutters on new construction Plaster finish shall be smooth, including all ceilings. O = new construction. (along entire rear and side walls of addition); include two downspouts B. INTENT and ptitch gutters from corner towards the downspouts. 09660 - FLOORING V These Drawings and Specifications are complementarg and are J. DEBRIS _� o intended to provide the basis for a completely_ finished Do not permit accumulation of trash and waste materials A.WOOD FLOORING QC ¢n project suitable for the intended use of the Owner. Items within the structure or around the exterior not in proper 06200 - MILLWORK Q called for bg one shall be considered required by both. . P Contractor shall sub-contract for all new pre-finished bamboo Q ^m An thin not ex ressl set forth but which is reasonabl containers. Remove full debris containers promptly. wood flooring in new Office area. 9 9 P y g A. INTERIOR WOOD TRIM implied or necessary for proper performance of this work Contractor shall remove all debris from the site at the All interior wood trim shall be Poplar to match existing f shall be included unless expressly excluded by reference to completion of the project and at all times dispose of in a trim profiles in rest of house; no finger-jointing where All finished flooring shall be even and level. There hen. JOB: NO. 2:,03 "work by others". legal manner. stain Finish is mAr�at—I Fin er- Dentin for dud.ed wood- be no interior raised thresholds between Office and Bedroom. g g p DRAWN: PDM work only as approved by the �wner. All paint and stain Floorin shall be delivered in unopened bundles and stored C. DIMENSIONS Uo NOT bury any wood debris on the site. by others under Section 09900. P Contractor shall verify all existing conditions and shall with a equate air circulation for a minimum of 1 days in the SCALE:AS NOTED be responsible for all discrepancies between dimensions of Furnish and maintain one 5-gallon ABC fire extinguisher on B. CABINETS farea inished envt is t t be installed to allow adjustment to the ATE:II/26/201 the actual work and those shown on the drawings. Any site at all times until Substantial Completion. differences that may be found shall be submitted to the Contractor to install new vanity furnished to the job site Com I with flooring manufacturer's tinted instructions Owner for decision before proceeding with the work. All removed materials with a salvage value shall remain the by the Owner in Master Bathroom as shown on the drawings. Py g P Contractor shall also bring to the attention of the Owner property of the Owner and shall be stored where directed. the drawings, including new vanity countertop. and recommendations for installation of flooring. Provide and/or Architect any additional information (including dimensions additional nailing as required to secure subfloor, then and details) necessary to execute the work, giving the Owner install IS# red rosin paper between new wood floor and sufficient notification to permit preparation of additional material 02100 - SITE WORK 01100 - THERMAL PROTECTION subfloor. required. A. SEWAGE DISPOSAL A. GATT INSULATION B. CERAMIC TILE D. PERMITS General Contractor shall install new ceramic the floor in All work shall conform to the Massachusetts State Building Prior to commencement, Contractor shall stake out location All occupied spaces shall have unfaced fiberglass extension of existing Master Bathroom. Code (latest conform and he other applicable S codes and of existing septic tank and leaching field. Keep all construct- insulation in batty or rolls in the thicknesses shown, or if 9 PP ion activity and storage of matenala a mimimun of 5' away not shown, generally in the thickness of the wood framing; Owner shall furnish all tile, contractor shall furnish all regulations. File documents with required regulatory from perimeter of this area. minimum R values shall equal or exceed 3-1/2" RII. 5-1/2" other materials (epoxy, grout, and accessories). Install in agencies. Obtain and pay all related fees and permit costs. R19, 9" R30. Cover the innerface of all walls and ceilings accordance with Tile Council of America specifications and Obtain all required inspections and approvals. B. GRADING/FINISH WORK that have fiberglass insulation with 6 mil polgethelene instructions of adhesive and grout manufacturers. vapor barrier that has been installed in the largest E. GUARANTEE An damage or disruption to adjacent yard areas shall be unbroken sheets possible, in accordance with manufacturer's C.CARPETING restored to original grade lines. Rake smooth and clear of printed instructions. All work and material is to be fully guaranteed for one (1) stones or other debris for seeding by others. Any damage There is no carpeting included in this Contract. year after final acceptance as complete. All materials to adjacent paved areas, roads, or walks (bituminous, concrete, furnished by the Contractor shall be new, except as or crushed stone or stone dust shall be restored by the 01300 - ROOFING AND MOISTURE PROTECTION specifically noted in the Drawings or in these Contractor to their original condition. 09900 - PAINTING Specifications, and shall be free of imperfections and A. ROOFING, GENERAL appropriate for the intended use. 04100 - MASONRY A. SCOPE Contractor shall furnish and insall f new flat (seamless) EDPM It is the intent of these Specifications that the materials rubber roof over entire surface of new flat roof anu upp the slope All painting exterior and interior, shall be by others. Owner and equipment described be procured, erected, installed, A. CONCRETE MASONRY FOUNDATION WALLS of the existing roof to the base of the existing skylight flashing shall see that all Cedar shingles for the exterior have been connected, used, cleaned, serviced, and conditioned in such Ewating CMU foundation walls shall be reinforced with rebar and up the face of the ad oinmg (living Room) wall a minimum of 8". pre-stained prior to Contractor's installation on the exterior a manner that any and all guarantees and claims of the dowels as detailed on the Drawings. Use high-strength masonry Cover rubber on existing s�oped roof with two courses of ashphalt walls. respective manufacturers, fabricators, or processors be rout full depth of wall. shingles (matching the existing roof) below skylight: remainder to be fully binding. g P exposed rubber. Cover top edge of rubber on adjacent vertical Contractor is NOT responsible for filling nail holes in any trim, B. COLD WEATHER GROUTING AND PROTECTION wall with aluminum counter flashing a minimum of 12" above sloped roof interior or exterior, only for proper craftsmanship in all cuts and In the event that the use, conditions of use, or any surface and then tooth in new cedar shingles to patch, leaving fitting of trim; countersink finish nails. N instructions specified herein are inconsistent with or minimum of 8" exposed metal flashing. P When rout is placed at or below ambient air temperature contradictory to the manufacturer directions, of 40 F. or whenever such or lower temperatures are likely Install according to the roofingmaterial supplier's printed ry recommendations or instructions, notify the Owner prior to occur within 48 hours after placement cold weather PP P 10100 - SPECIALTIES to orderingsame. P instructions. Use all hardware (edge sealing clamps) and weather concreting procedures shall be followed. To this end, accessories required by the manufacturer to maintain them a A. BATHROOM ACCESSORIES N entire area affected shall be protected byy insulated blankets. standard warranty. F. TEMPORARY FACILITIES No salt, chemicals or other materials shall be used in mix to / lower freezing point of the grout. B. VENTILATION Mirrors, medians cabinets, towel bars and other accessories I`!1 Contractor and his sub-contractors shall have use of the shall be furnished by the Owner for installation by the existing Master bathroom during the course or the construction. Duringg curing and at conclusion of curing period, means Install new continuous 2" white strip soffit strip along Contractor. Provide concealed solid wood blocking For all Facilities must be kept neat and clean throughout the course shall be rovided, if necessary, to insure that temperature new horizontal soffit. Polystyrene vent channels in all toilet accessories as part of rough framing. of construction, of air adjacent to concrete does not fall more than 50' F each rafter bay. framing. 0 Contractor shall thoroughly clean at completion of construction. hour and not more than 30° F in 24 hours. Do not use frozen materials or materials containing ice or snow. 15500 - PLUMBING UJ Contractor and his sub-contractors may use existing g 08200 - DOORS AND WINDOWS s electrical power and water during construction: normal utility costs shall be paid for by the Owner. Do not use calcium chloride, salt or other materials A. WINDOWS A.SCOPE containing antifreeze agents or chemical accelerators unless IJJ fY] otherwise accepted in mix design. Contractor shall furnish and install new windows as Scheduled Owner shall subcontract separately for all plumbing work There shall tr smoking permitted inside the house at any on ethe drawings t window locations associated with this Project. Contractor shall make wh re so noted.rawings pus new windows i existing time during construction. reasonable allowances for Plumber to perform his work P a including leaving walls and floors open for the performance ra OMOO - CARPENTRY of work and providing a schedule which allows the Plumber G. PROTECTION OF EXISTING CONDITIONS Verify ALL windows with Owner prow to placing final order; P 9 QL J--J � A. FRAMING LUMBER sizes, color, glazing, muntins, and hardware. sufficient time to perform his work, secure inspections, and Q Contractor shall confine general construction operations to not delay the project. as tight an area as possible around the addition and driveway, All lumber used for framing shall be as follows except All new windows, except as otherwise scheduled, shall be IL including debris storage and parking. Exercise extreme care where noted otherwise on the Drawings: Anderson 400 Series clad wood windows with Hi-Performance Z Q to protect existing trees, shrubs, and plants slated to Spruce-Pine-Fir (SPF) #2 or better: moisture content less Low-E4 glass, divided light with spacer; exterior grille - white, 15100 - HEATING AND VENTILATING mremain. Upon commencement of the project, Contractor and than 19%, surfaced 4 sides, Fb= 1,000 psi, Fc=125 psi, interior grille pre-finished white. Include full perimeter weather- Q Q ui Owner shall together determine if any shrubs interfere with E=1.300,000 psi. Exterior wall framing typically 2x4 stripping. Exterior faces shall be vinyl clad color white. A.SCOPE .,� the construction and then the Owner shall remove any shrubs construction 16' o/c, interior wall framing to be 2x4 Interior surfaces shall be factory pre-finished white. 0 in the way of construction prior to the commencement of construction, except as otherwise noted. Owner shall subcontract separately for all Heating work q work. Windows shall be glazed with sealed insulated glass; all windows associated with this Project. Contractor shall make o B. PLYWOOD SHEATHING shall have fixed wood grilles on exterior, in the patterns shown. reasonable allowances for Heating sub-contractor to perform Access for deliveries and for dumpster shall be along his work includingleaving walls and floors open for the driveway: do NOT intrude into tree line: restore any All plywood shall be Fir, as follows: Interior hardware shall be Anderson PSC Classic series - white. performance or ork and providing a schedule which allows '�J,L/ Q LN disturbed lawn areas to original conditionn upon completion Walls - 1/2" C-D INT APA with exterior glued, unsanded. the Heating sub-contractor sufficient time to perform his 37 Q of project. Roof - 5/8" Structural 11 C-D INT APA, unsanded. Include removable insect screen, white, for all unite furnished. work, secure inspections, and not delay the project. 0 Q (y Floors - 3/4" C-C INT APA with exterior glue, tongue B. EXTERIOR DOOR W Contractor shall seal oft remainder of house from rooms and grooved (glue and nail to joist). N _ p where demolition is occuring, using 6 mil polyethelene and 1/2" INT-DFPA touch sanded for underlayment; 16100 - ELECTRICAL Q U C wide masking tape. Relocate dust barriers" as required Exterior door (sliding glass door) shall be existing door at rear 5 duringthe course or the work. Protect all exsitin wood DO NOT use luan plywood for underlayment. or Master Bedroom carefully removed and reinstalled. Notify a- g A.SCOPE floors with red rosin paper during construction. Owner of any deteriorated materials or other deficiencies in the Q L0 ui C. FASTENERS existing door which would make a less-than-weathertight and Owner shall subcontract separately for all Electrical work (�/ O 0 (a roper installation worthy of a guarantee. H. INSTALLATION Replace completely all exterior and interior casings. associated with this Project. Contractor shall make All nailing shall be in accordance with the Massachusetts reasonable allowances for the Electrician to perform o Take field measurements prior to fabrication where State Building Code (latest edition) and the American his work including leaving walls and floors open for the practical. Form to required shapes and sizes with true. Plywood Association: use more stringent regwrementa. Nails C.INTERIOR DOORS performance of work and providing a schedule which allows straight edges. lines and angles. Provide inserts and for plywood sheathing (floor, walls, and roof) shall all be the Electrician sufficient time to perform his work, g g g hot dipped galvanized. All interior doors shall be 15-lite solid clear pine, as secure inspections, and not delay the project. SHEET NO. templates as needed for the work of other trades. scheduled, Morgan French door, minimum thickness 1+A" lL Annular nails shall be used in subflooring. Simpson H-3 with solid wood iambs (stain grade), to be hung on concealed fasteners (Hurricane Anchors) shall be used for plate to sliding door trot Include bright brass finger pull in end ui rafter connections. well as each side. General Contractor shall assist separately sub-contracted r/III trades (plumbing, heating, electrical) with ang penetrations a � of existing concrete or masonry walla for their pipes, wires. / or ducts. U SURVEY REFERENCE: LEGEND , SCHOOL STREET PLAN OF LAND BY ED KELLOGG, PLS PROPOSED CONTOUR C= DATED: NOVEMBER 16, 1959 �� Z , _. ® PROPOSED SPOT GRADE. � ——98 —— EXISTING CONTOUR z� SITE c 140.00 ft + 96.52 EXISTING SPOT GRADE o N W— EXISTING WATER SERVICE G �� t9 TEST PIT gyp. ------------ --- ------------------ GUINgUISSE7-r R0 I _ --- STONE- DRIVEWAY > SERVI / _ • \� LOCUS MAP N.T.S. D �. W J R — '_C—E ��� o C GENERAL NOTES: PROP. 1 ,50OG 0 � a �� � m m -I 11 1 , O 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SEPTIC TANK r- O I 0 1 D . BOARD OF HEALTH AND THE DESIGN ENGINEER. __ c eon ou II X I I I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS --- o — I r OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 4�1 00 M U) j rr LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: M.v F- i �\ v m - 310 CMR 15.405 (1) (8): Q _ z \ 1) A 1.11 FT. VARIANCE FROM 310CMR 15.221(7) TO ALLOW LEACHING TO BE _ I \ i i I 4.11 FT BELOW GRADE VS REQ-O 3 FT. (H20/VENT PROVIDED) 0) 3Z00 \\\ + G z D i\ \\ // j 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR. \ / i TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. it \ 20 ft 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 11 "�'• ` ��\ \ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. G \ / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED _ TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. Existing CesspooT5� QY� 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY (Note 10) a j� THE ONSTRUCIO N OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 10• EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION &TH-1 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ®TH-2 OF AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) t, DARFE M. ✓� 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW Op0 ` o MEYER - --I FOR THE USE OF A GARBAGE GRINDER N No. 1140 cn 16. NO WETLANDS p, 'v NDS WITHIN 100 FT. OF PROPOSED LEACHING � L_ O T 1 6 6 - C 17. PROPERTY IS WITHIN A ZONE OF CONTRIBUTION FOR ESTUARIES QNI TAV, AREA = 20011 sf + — 2411V ,sm I � I PROPOSED SEPTIC SYSTEM UPGRADE PLAN BENCH MARK 105 CEDARWOOD ROAD, COTUIT, MA PAINT SPOT ON i BREEZEWAY SLAB jF MAP.•019 Prepared for: Mike Dedecko ELEVATION = 44. 12 LOT., 046 Engineering by: Surveying by: SCALE DRAWN B A R N S T A B L E GI S DATUM DEED BOOK. 17518 DARREN M.MEYER,R.S. B'oo-Teeb 8'a viroameata! 1" M=20' D M DEED PAGE. 282 Po BOX 98f (508) 364-0894 EASTSANDWICH,AM 02537 DATE: CHECKED SHEET NO. 50e-362-2922 05/24/10 DMM 1 of 2 I NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:38.39 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSEQ D-BOX PROPOSED S.A.S. T.O.F. EL.=44.54 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER �F MgSs OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. CF.G. EL.=43.Of F.G. EL.=43.10f G F.G. EL: 42.80t F.G� EL: 42.5(MAX.) VENT o DA REN My, R o. 11 '0 L m 25't L " MIN COVER/ l " MAX COVER L = 10' L = 10' MAX) INSTALL TWO INSPECTION PORTS (MIN.) ®"SCH 0(PVC) ® Se19E (MIN.) ®"S=196((MIN.) 4"SCH40 PVC 4 SCH40 PVC NITAR 10" u' a 11.3" TO 2q L INV.= 40.50 4e"UowO INVERT l LEVEL INV.=40.25 GAS BAFFLE PROPOSE D INV.=39.05 3 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE 32.0'/ROW ✓ f Z�l .-39.25 DB-3(H-2o) INV.=38.0 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1.500 GALLON SEPTIC TANK -RESTORE VEGETATIVE COVER EXISTING SEAR OUTLET BACKFILL WITH CLEAN PERC SAND INV.= 42. TO TOP OF CHAMBERS 75 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 4.' •;:: ,; ;.:;.,. PIPE INVERTS PRIOR TO CONSTRUCTION "':"•�' .;. '`` "�' "."' 2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=38.39 ,;... GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.= 38.0 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 37.06 EXISTING SUITABLE 310 CMR 15.221(2) 2.83' MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED 5' MIN. ABOVE BOTTOM OF - I 76» T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 3 x 2.83 = 8.49 (7.86' PROVIDED) USE 3 ROWS OF 5-HIGH CAPACITY BOTTOM OF TESTHOLE EL.=29.20 -_ ADS 160OBD BIODIFFUSER UNITS-NO STONE PROFILE W/ CONTOURED WEDGE SEPTIC SYSTEM PROFILE TYPICAL SECTION �- 160' N.T.S. µT.A 11.2 SOIL_ LOG p DESIGN CRITERIA #: 12952 NUMBER OF BEDROOMS: 2 BR EXIST./38R DESIGN DATE: MAY 24, 2010 �-341' SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614 SECTION END CAP WITNESS: DAVE STANTON, BARNS. BOH DESIGN PERCOLATION RATE: <2 MIN/IN Q Q ElevTP-2 Depth 16'"' HIGH CAPACITY 1600BD H-20 BIODIFFUSER UNIT DAILY FLOW: 110 G.P.D/BR. .20 TP-1 Depth 1.2Elev. _ . ) DESIGN FLOW: 220 G.P.D. 41.2o A o° 41.2o A o" GARBAGE GRINDER: NO (NOT DESIGNED FOR GAR €--GRt�tDERj LOAMY SAND 10YR LENGTH MODEL 16 61CAP NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: 200% X 220 gpd = USE EXISTING 1,000 GALLON CAPACITY 40.20 12" 40.20 12" EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.94 S.F. LOAMY SAND LOAMY SANG SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 10YR 5/8 10YR 5/8 .74 OVERALL HEIGHT 16" DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) 38.04 Ct se 38.12 C1 37 OVERALL WIDTH 34" r 4640 7RUEMAN BLED PRIMARY S.A.S. 13.6 CF a HILLIARD, OHlO 43026 �� MED. SAND MED. SAND CAPACITY USE 3 ROWS OF 5 - 16 ADS 160OBD BIODIFFUSER H-20 UNITS-NO STONE 2.5Y 7/4 t 101.7 GAL) ADYMCED DRAINAGE SYSTEMS, INC. 2.5Y 7/4 PERC ®36.20 Fir AND EXTENDED 0,75' W/ CONTOURED WEDGES PROPOSED SEPTIC SYSTEM SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) I (BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF 105 CEDARWOOD ROAD, COTUIT, MA (CONTOURED WEDGE) 3 ROWS x 0.75' x 4.70 SF/LF = 10.58 SF 29.20 144" 29.20 144" TOTAL AREA = 451.21 SF PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Mike Dedecko DESIGN FLOW PROVIDED: 0.74GPD/SF(451.21 SF) = 333.89 GPD > 330 GPD req'd NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. Boo-Tech A2Vhoj3meAW NTS D.M.M. • 1, Darren M. Meyer, R:S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO Box 9Bf (508) 364-0894 DATE: CHECKED to conduct soil evaluations and that the above analysis hoe been performed by me consistent with the EAST SANDWICH,MA 02537 SHEET NO. requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Evol. Exam in October, 1999. 508-3622922 05/24/10 D.M.M. 2 Of 2 1