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HomeMy WebLinkAbout0252 SEA VIEW AVENUE - Health 252 -Sea View Avenue _ O;sterville _ A= 138-010 ,. o a n , y . e u 0 x , a � R d k r 1 Fee42 "— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpliCation for Disposal *pBtrm Construction Vertnit Application for a Permit to Construct(14 Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. 2 52 &a kv—,. A ve Owner's Name,Address,and Tel.No. Mi c4ele walker Assessor's Map/Parcel 139--010 Installer's Name,Address,and Tel.No. Designer's Natpe,Address,and Tel.No. -7? c! s� l6 �1 ('® l3ox 6sq 4SfeI�%�e./,,E Type of Building: Dwelling No.of Bedrooms /P®/ Lot Size 177Q( ^� sq.ft. Garbage Grinder( ) Other Type of Building 6u ra e - mac . No.of Persons Showers( Cafeteria( ) Other Fixtures & Ufa /C'o Design Flow(min.required) 370 gpd Design flow provided 3 gpd Plan Date_2 7 Z A'y Number of sheets Revision Date o �� Title &., !644W .1�Pfok""&/7 A5, 4V)4 Z 5z ��11,4,_ �a C Size of Septic Tank /!Soo 6aMOss5 Type of S.A.S. Description of Soil ��� lstrf�/ ®$�10�''(� y� yrYr zoaloa^,s C elay e - `o YR �� `'3 m w, , 1_)4 Nature.of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date Application Approved by Date 2. I Application bisapproved b Date for the following reasons . .Permit No. , Date Issued 2- l 14 1J Fee — ' � /� � a "' ,. - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS S 2pplitation for'bis'posal 6pstem Construction 3pPrmit Application for a Permit to Construct(W,`*'�Repair( ) Upgrade( )*Abandon'( ), Complete System ❑Individual Components Location Address or Lot No. 2 y 2 fc q k•&5,, A ve Owner's Name,Address,and Tel.No. C4We Wa/k e� Assessor's Map/Parcel 13 q�—O/O 4V Installer's Name,Address < � � and Tel.No. Designer's Name,Address,and Tel.No. L 0 6S— �jUN S9 7 S v�� L 7 ► ✓,ice i —9�"!f Po 13ax 6 y7 03f Qrv.l/ 5 Type of Building: I' Dwelling No.of Bedrooms /1/oA e Lot Size I77,4 sq.ft. Garbage Grinder( ) Other Type of Building (-V No.of Persons Showers( ) Cafeteria( ) 1 Other Fixtures N- 4 room o� - �,• G,;e l ,aiia�(jaom Design Flow(min.required) 33 CJ gpd Design flow provided %. gpd Plan Date 2 7 Z any Number of sheets / Revision Date JF - Title n �h� ��o nOS�af �rF��O j/Psh an S 2 5 Z Scat �4 v' Size of Septic Tank / T-Oo 6G//e5 r.5 Type of S.A.S: 7"c k. Des ption of Soil Zoom/ 4 /0 Nature of Repairs or Alterations(Answer when applicable) ' Date"last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title;5 of the Environmental Code d not to place the system in operation until a Certificate-of j Compliance has been issued by this Board of Health. Date Application Approved by r " ) Date=2 ]�f Application Disapproved b Date j for the following reasons s Permit No. / l�- 0 3 3 Date Issued '2 THE COMMONWEALTH OF MASSACHUSETTS U r5, G fon M!` BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C TIFY,that the On-site Sewage I;isposal system Constructed(� Repaired( ) Upgraded � ll�l OL ( ) Abandoned( )by O f l ,l at 2 5-2 SM r1,- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. `j'0117 dated ���,711Y Installer l�n ^-` "^1� � Designer �c.�l'✓qh (�h J�,��i.� #bedrooms 11-o,,7,e. _€4. w, Approved des' w 330 ( gpd The issuane t s permit sh 1 not a construed as a guarantee that the system 11 r d Date Inspector ----------------------------------------------------------------------------------------------- No. Of Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal Opstem Construction i3rrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 2 5 Z S� �/, ti- v 2 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:Constructioh must be completed within thr'eeyears of the date of this permi,. Date; Z ' l Approved by (` TOWN OF BARNSTABLE LOCATION-.:15_3_, jai j-_Z •ot r SEWAGE# .0 14 -'C- LZ2 VILLAGE L "ram ass(-L ASSESSOR'S MAP&PARCEL 1.39- I U INSTALLER'S NAME&PHONE NO. Off=s d r 1 7-0'10" SEPTIC TANK CAPACITY s 5� J �,✓-�L �� LEACHING FACILITY.(type) --—ti`LrV(LA— (size) c)�Z t4'1� -' NO.OF BEDROOMS OWNER ,tklti�i PERMIT DATE: "7—tq- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) t4 jf�Z- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching /facility) I Feet FURNISHED BY �r� ���� � ie' 3� ay' iy� a ' Y 0 0 �� 07/22/201.4 17:21 5084289617 SULLIVAN ENG INC PAGE 01 Town of Barnstable i ,,,, ,, Regulatory Services .a Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Moe: 508-M2-4644 Fax.50$-790-6304 Installer& Designer Certification Form Date: 2--2Z-I V Sewage Permit# gal y-033 Assessor's MaplParcel !3 ^� Designer: ju(!l`rpA )F^ ,'A-ef",A installer: Address: 7 092//4.;r ou�l Address: �r{ rMr , 'tt Ak- 02-4 9 ReY. on Z- 7 / �a�-fola +�,' (are s was issued a permit to install a (date) (installer) septic system at 2 52- Sc c 61^- !{,.e based on a design drawn.by (addres ) .�1,'•�,< Aeef dated 2 r (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. 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 Re ns, Plan revision or certified as-built by designer to follow. �Iristaller s Signature) a ra . � No 4,316$ . c si er's Signature) (Affix Desi jer s Stamp Here) PLEASE RETURN-TODARNS-TA PUBLIC_HEALTIlnIN IOX,..CERMCATX OY COMPLIANCE WILL NOT BE LSSUED VN1TIL BOTH THIS FORM AND AS-BUILT CARD AIZ RECEMD BY THE BARNSTABLE PUBLIC HEALTH DMSION-THANK YO'U- Q Heelth/Septic/Desiper Ctr fiefttion Form 3-26-04.doe . ._ 4'. C ' J ` 'own of Barnstable p(�J{fs���� 1. ��epartment of Regtilatory Services' _ Public Health D><vison / i /� Date , 1r r i { Ar 6638'h1 200 Main Street H annlS x X�""11�, a ' -_ c t Y MA 02601fd1 ur „ y 4 r , r Date Scheduled " Tune x , Fee Pd_,C Q e(}Q a.>EIDnfps t P t 1. 4 t �', i. 1 4� y ►S'®ih t...; �` ssessrnent for ►dew 1 r �! Performed B ��:(.�. I GW w �` L fn C ; j �'t { ryof. I. Witnessed By �'' fj' �11. 11 x I l4 :.> 4 �,CATICINi& GENE I777777777 J 1 I RA L``INT'ORMATIO t h e% l,�e�; r Location Address p ,/ ,11�e-1 �. ''{ �Va i E?GL 1�1 fc Q� Abe Owner's Name"� �l n I : � 1 ��� "AV X ; AlQ� y��/fitif_, $I . I . i� ,1," 2�� i I / ��7( f :bps = Address �Q�2j��vODcP� /i�J ��`W k�. Assessor's MaplParcel ' "' Ir�� i. _ .F I' & , t a, I ' pilot a '11 r EngmeersN me �rilfi(.L/il �� rAeFP,ny ; NEW CONS I Et[dC I ION ., I (REPAIR i I ° I '' E 1.Telephone#, 'd� �ZS 3�y / d Land Use .5� g f Ct r 'i ` ' , i �j � , 1 t I Slopes(9b) /o Surface Stones h O z;. Distances from Opeo Water B1 y. .. R Possible lWet Area I ft t : DM r, Water Well ^{t (plyp Min 1 3 ti^Dramage,W Y zY Aft CPropertyLine 30(� f r ` S � �� r —___t Other r ft r 4SI�TCH: I i jl r I a' ; r . 1iL I. tb _ V y k (Street name,dimensio1.ns of lot exact locat�ons of test holes& 'cib tests,ilocat, wetlands to proxiimry to'lioles) I I 1+.{I .'I II 11 j,t` `t,7 t y I n� mf y % 11 r ,:� ,s x r=I t i }x_. 11 T_ /fi� rt�. + I t" `I {b t k r r i 11 h t d 5. i ,Y L: y 12 r W .p�q d ' !I A A I 'A .� P 3y f. i x s - �, t'la i ��i a .4y� 1 - I H, 1 - ((( 4 C A - F 1 {�;.'I �� ' I CIS : . 1 { 3 Z.-`5 t 7�' .` F fN .1 i i �,k h , y 1 - 7 y t a llj_ w S 1 1 1 l; i e ;� f l w w a I 1+ i x �' E11,�* 2 5 _;I 1 I I�'tip 411 :I' { tx �{ ' 4 I F- -.-p. 1 1 „ ; L I cif >+ , `� ' F k 4 I ' 1 :( ,xr tit 1. �I j`t : ST %r I , I h .t i 1 Im3 1 r s 'l,' ,I I I I r1�' I ':` M` > .1 `� r r ,� 1 1� .,I f y I 1 t i l 1 E - " c � J �'�"7 t 1. x I. 2 i iW�AVf 9 -.' r I r l I r I F 1 4 I % y , 1` ; j: e I I III i ]II 4 1 i 1 ' i r } I ,I % , !' x„ / % 11,,! Parent matenal(geplogtc) '1 Depth tp Bedrock . ��F F % d yl I j i ;,1 ,+ f ' Depth to Oroundwa..r tandi Water.m Ho a W to eeping frpin P(t FBCB �O>1 ' To FC I 'i I II i. is ` �" Estimated Seasonal High Oio d aterl-, 41 1 { I I �. ,1+ I, . i I:; I I I , DETE ATIOI�II OI �11 I I'to �I I;ASQN kt HIGH VVATEI�TASL, i Method Used h I Pr.Il ��' KA:i 1 . Depth Observed sty ding tn'bbs hol I' i in Deptlt ttl still mU1Nes I ' in �Depdr to weeping. 1 7side`of obs Ih e I I' ' ht I (Jrouon mq ndwttler Ad�uxtirient ,; , it , %_' r Index Well#70; J of.Read-no NY leyl ate 1 "natty I ' In ex ir I Vetl level;{ AdJ Victor, ,m 4` A� drautldwater LC�e1 f EIPCOLiATIONITEST � iu�ip y Observatton I ' r 'tYwa 1 hole# < ," fit_r .-' i Timo,at.9" t': ti Depth of Perc , 'r 3 1 I `' Time ttt 6' r 3, Start Pre soak Time @ a' 4. 'a 'I '` Ti�19ma(9"G") k Bnd Pre soak } I i b Y "` P'� . ti " r b i i 4 '� h I IR_ete Mm/tiicht tZ►'il� h �2w �4 l E g; ICI 2 ." `. .;: ,.` Site Suitabihry Assessment: Site Passed ^:Site Failed Additional Testing Needed(Y/ 4:. 4 .,. _ '' Ongmal Pabl►c Health Division �ObseNdtion Hole Data To Ba Crimple on Back --1- -' **If percolation testis to he conducted within low.of wetland,you must first notify'the 1$aiiistable,6ns0*6tiou *!sion.at least one(1).week prior to beginning. ' } h Q:�SEPTIC�PERCEORM DOC y vannya - t'. I . W a1,11 , . . _ „ ;. e DEEROBSERVA�ION HOLE.LOG ' Hole# 7 Depth from Soil Horizon Soil Texture Soil Color , soil Other Surface(in) (USDA) (TNunsell) ' ' Mottling . (Stnucture;Stones Boulders o rsistencv 96 Gravela g 0 / M try�k�'� :... :. . DEEP SERVATION Mott 'LOG' Hole# Depth from Soil Hoti' ti Soil Texture Soil Color ` Sod Other Surface(m)''. L (USDA) (Mansell) Mottling' (Structure,Stones,Boulders iWI DEEP.( SERVA` I I N BOLE LOG Hole# Depth from:: Soil Harim r Soil�Tex�ure soil Co or.' Soil, Other Surface(in.)` I (U`DA) (Munselij'. Mottling (Structure,stones Boulders I to i) _ a DEEPRVACION HOLE LOG Hole# other # soil Depth froml Soil Hori jrexture Soil Color. sail Surface(in:j l 4 (U 'DA) . (Mansell) Mottling (Structure,$topes,Boulders. ors i Flood I11surauce�Rate i I ; Above S00 year t1, undary No` Wltlun 500 year lion d ry.' I , ' 'Yes k No. Wdhm 100 year fl ; t%uudary Na Yes cc Ir in Fervioiis Material otit the O - uh De tli.of Naturall all areas obsgrvetl thry g Does at least four feet of tiatucall occut`rtng pervious materlxl exist-it, Y eS area proposedfor the still 1 ' 1.sorphon sy�`�em?: ---= "If not what is the depth of aturally occ�mng pervious maC©rlal't Certil:icatton` I cert-ify that on. ZOt°Z (date)I have passed the soil evaluator examination approved by the —,E al sis was performed by me consistent with Department of Environmental Protection and that the above an y. the required trainin le A— and exp rience described in 10 CIV1R 15.017 Date' GCY Signature. Q.%S.EpriC\PERCFORM.DOC APPLICATION FOR PERCOLATION TEST AND OBSER VATION PITS LOCATION_ Z SMA Ui-su) AW; N O 492, � VILLAGE_ f `T2�/1�-L� DATE • .��� APPLICANT JUbmA ' jMAIIJ ! `,rC+r�M 'ADDRESS FEE TELEPHONE NO. (Non-refundable ENGINEER y TELEPHONE N0. DATE. SCHEDULED. 139 �/��- - !� (Applicant' s signature) e • o e • 00 • • • 0 0 0 • 0 0 0 • • • • • • e • • • e • • • • • o • • e o C o • • • • • • • ASSESSOR'S biAP o LOen te NoU: e . e • e 0 • • • • , SOIL LOG SUB-DIVISION NAME DATEe — EXPANSION ARE ; YES NO ��- TIDSE ��s�s ENGINEER: TOWN WATER PRIVATE WELL BOARD OF HEAL? • --=�--��'-�� EXCAVATOR SKETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : WAQW&roN Avw . _T -1 J 4 MAC (3 'PCL o V/ul� PERCOLATION RATE: O iN AAW pfi- LeS)< TEST HOLE NO: ELEVATION: TEST HOLE NO: 1 Wit 1 ELEVATION: 2 F-- ,308 2 _� l:ts 3 - 3 4 4 j1,i,yam 5 5 6 73�aglp 7 (' 7 g JA�1O � 9 9 10 10 VKb' • ll 11 12 17 dLlo � S� 13 13 14 14 15 15 16 I SUITABLE FOR SUB-SURFACE SEWAGE: LEACHINGFIELD�, LE C NG PITS LEACHING TREN:CHET "UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: :NOTE: .ENG.INEE�RING PLANS MUST SHOW NUMBER• ASSIGNED .ON PERC TEST APPLICATION ORIGINALo: COMPLETED IN ENTIRETX BY P F AND �F1'11RNED TO BOARD COPY: RETAINED BY APPLICANT OF HEALTH f 26'-0" p I CABINET SEAT CABINET SINK REF. d '. (./��IV� " EXIST.D �1J 12 _ MATCH MATC EXIST. OUTDOOR �- SHOWER § EXIST. ❑ BENCWHOOKS EXIST. EXIST. NEW r GAMEROOM ENTRY O BATH 0 r § {, N i ElH 4-1 I 4 RIGHT ELEVATION m r u I r n r 1 i I r 28-0" 8-0' 8-0"a FLOOR PLAN I REAR ELEVATION FRONT ELEVATION PRELIMINARY DRAWING FOR DESIGN REVIEW u TNE DESIGNER TION.THEBUI BUILDING NTRAO SCALE : DRAWING NO.: f ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD THESEESPONGSIFFOR THE CONSTRUCTION 1/4" = 1'-0" MASHPEE MA. 02649 WALKER RESIDENCE DTGNEDRAWIN ERRORS OR OMISSIONS. COMMENCES HES E RAWINWITHOUT ARE SNOTIFYING LE Y FORTHE THEE 1 TDHEBENDRAWING9AED ANYLYOFORTHENUSE DATE PH. (508 274-1166 OFTHEOWNERNOTED.WV OTHER USE OF FAX(50 ) 539-9402 253 SEA VIEW AVENUE OSTERVILLE, MA ARTo ,BSE �NGSREORIRES THE TECTION 11/5/2013 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION �k F 4 B_D TYP. ROOF CONST. 12 MATCH -2 x 8 ROOF RAFTERS 18"o.e. EXIST. 5/8"CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 12 A 15LB.FELT PAPER MATCH SPRAY FOAM INSULATION(R38) EXIST. !t -2-1 3/4"X 11 718"LVL RIDGEBEAM TOP OF PLATE P.T.2x 10 LEDGER BOARD LAG BOLTED TO -SIMPSON H 2.6 HURRICANE CLIPS a'-0" 8'-0" I SOLID BLOCKING W/(2)LEDGERLOK BOLTS AT ALL RAFTER ENDS 16"o.c.W!JOISTS HANGERS •1C0"OF TER SHIELD AT BOTTOM TOP OF PLATE =p I WIND WASH BARRIERS �; NEW NEW OOF r 4A2 M I ACCESS S01 -ALUMINUMDRIPEDGE BATH HALL a PAN _ TYP.WALL CONST. W SEALER` I I _ — 1.2x4STUDS®16"o.c. r- I 1 D I 3/4"T&G PLYWOOD 2.12"PLYWOOD SHEATHING CONIC.BLOCK PIER I u 3.3"SPRAY FOAM INSUALTION(R20) SUBFLOOR-GLUED 8 NAILED ON 30"x 30'x 15" 2' (2'CONIC.SLAB ° 4.WOOD INTERIOR FINISH DEEP CONC.FTG. !moo 5.W.C.SHINGLE SIDING OP OF FO UND. TOP O FOUND. F K 6.TYPAR VAPOR BARRIER 3.2 x 10 GIRT m 4 7.8 MIL POLY VAPOR BARRIER ry ULYIR30M ACCESS 3-P.T.2x 10 GIRT F N NEW PANEL 1 a § CRAWLSPACE NACCEBBOP BWELL 2-1 3/4" 11 718"LVL RIDGE I PKT I I ':, &INSTALL DRAIN 2x 913 1&'O.c. - _ g B 2'CONC.SLAB M BJLFi A SECTION @ BATH/HALL _ NEW 12"DIA.CONC, A SONOTUBEST04'U'BELOWGRADE , A2 USE SIMPSON ZMAX Al' ¢ ABLJ44 POST BASE 4 aD NEW W CONCRETE NEW w/8"x18"CO CREATE BATH FOOTINGS TO WO" BELOW GRADE - ROOF FRAMING PLAN FOUNDATION PLAN '. EXIST,tRBAAIN NEWS"OGNCRETE WALL T FOUNDATION WALLS W 8"x 18"CONCRETE FOOTINGS TO 4'O' BELOWGRADE 15" INSTALL 5/8"ANCHOR BOLTS AT 54"o.c.MAX. W/SIMPSON BPS 5163 BEARING PLATES B" 8" PLACE BOLTS WITHIN I OF EACH - B SECT ION @ BATH CORNER AND M A MINIMUM DEPTH t ❑ A2 NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAM IN G: BLOCKING TO RAFTER(TOE NAILED) 2.8tl 2-104 -EACH END u I z , O I - RIM BOARD TO RAFTER(END NAILED) 2.76 tl 3-iBd EACH END ' - I P.T.2 x 8 SILL WI SEALER WALL FRAMING: TOP PLATESAT INTERSECTIONS(FACE NAILEDI 4-1 Btl 5-16d AT JOINTS _ - STUD TO STUD(FACE NAILED) 2-1B d 2-16d 24"o.o, O I HEADER TO HEADER(FACE NAILED) 18d 18d 16"of ALONG EDGES ' FLOOR FRAMING: - • JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8tl 2-10d EACH END ANCHOR BOLT DETAIL TYPICAL ASPHALT BLOCKING TO SILL E TOP PLATE(TOE NAILED) 3-160 4-i8d EACH BLOCK _ f ROOF SHINDIES LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 318tl 4-i 6tl EACH J01ST �� JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-10d PER JOIST �♦ 1 5I8'CDX PLYWOOD SHEATHING BAND JOIST TO JOIST(END NAILED) 3-1W 4-i8d PER JOIST 1 BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-18 d 3-16d PER FOOT SCALE:1/2°=11-�° • • . 2xB RAFTERS 1/ 15il FELT PAPER — ROOF SHEATHING: SIMPSON H 2.6 HURRICANE CLIPS WIND WASH WOOD STRUCTURAL PANELS D UP T O16 BARRIER 3'0"WIDE ICENVATER SHIELD RAFTERS OR TRUSSES SPACED UP TO t8"o.c. Btl _ 104 8"EDGE/8"FIELD INSTALLTWO FULL HEIGHT STUDS 8 TWO JACK RAFTERS OR TRUSSES SPACED OVER 18"o.c. 8tl 10d 4"EDGE/4"FIELD STUD AT EACH SIDE OFALL ROUGH OPENINGS ALUMINUM DRIP EDGE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ed - tod 8"EDGE/8"FIELD FASCIA,SOFFIT,&FRIEZE GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD BOARDS TO MATCH EXISTING W/STRUCTURAL OUTL00KERS 1 x 3 STRAPPING R 1 GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD WINDOW 12"GYPSUM BOARD I- 1 CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — - 7"EDGE/10"FIELD 2%4 WALL I WALL SHEATHING: TYP.2 x 4 WALLS WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. Bd 10d 6"EDGE/12"FIELD 8 25/32"FIBERBOARD PANELS 81 — 3"EDGE/B"FIELD JADKSTU° FIELD 112"G YPSUM WALLBOARD Sd COOLERS — 7"EDGE/10" DETAIL AT ROOF (ROUGH OPENING) FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS Bd 10tl 8"EDGE/IT'FIELD R.O. STUD DETAIL SCALE:1/2"=V-0" GREATER THAN I"THICKNESS 1L 16d 6"EDGE/6"FIELD j THE DESIGNER SHALL SE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEW ADDITION FOR. ERRORS OROMISHEBUIDINGCONTR SCALE : DRAWING NO, , THESE CRAW NGS FIR OR TO START OF WILL ILL E RCTION.THE BOOR THE CONTRACTOR OR 1/411 43 BREWSTER ROAD IN W TWEE DRAW N GSI FOR MASHPEE MA. 02649 DESIGNER OFANERROR OROMISSI WALKER RESIDENCE CMON COMMENCES EDRAWWITHOUT NOTIFYI NGTHE 1 THESE DRAWINGS ARE SOLELY HE R USEUSE PH. (508)) 274-1166 ; TOF HESEOWNERNOTED.ANYOTHERUSEOF DATEA2 FAX (508) 539-9402 253 SEA VIEW AVENUE OSTERVILLE, MA ARCHITECTURAL 11/25/2013 RrrTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPIRIGM PROTECTION ACT OF 1990. I 12x7 Way) Ave (40' Wide - .public 6 \ 12x *. gtonen Le end■ in Ed a of pavem ash ODeciduous QH -- j s; r 0 Coniferous a ! /r 16 _ off r PROVI �S n IMPERRI R f Cedar Fd f 75r k. _ 0 Iron Pipe 25 T N 1 sty w/f \ 0 CB/DH . . � ; OP Garage -0- Utility Pole 2; _ 3 oHw- Overhead Wires '6 R'GEN 0 ED A'S' �> PROS °° o`IN. � Elevation Contour ED RR Location Map: SEPTIC NOTES 1"=2,000t' 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours f EP TI C TA K Prior to Any Excavation For This Project the Contractor Shall Make }� t l <S� x F`c•� the Required Notification to Dig Safe(1-888-344-7233). i 2.The Contractor is Required to Secure Appropriate Permits From Town / } ro tion Agencies For Construction Defined by This Plan. r ❑ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall i 1 ISO \ Zone Line as ASSESSORS REF.: Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Per FEMA FIRM Assure Watertightness. In General,Water Lines Shall be Constructed in - Panel 250001 0016 D p # Ma 138, Parcel 10 Coordination with COMM Water,and Shall be in Accordance 2 ° x Rev July 2. 1992 With 248 CMR 1.00-7.00&310 CMR 15.00. D:: SPA' 4.A Minimum of 9" Cover is Required for All Components. `:3`• ° x FLOOD ZONE: OVERLAY DISTRICT: 5.All Structures Buried Three Feet or More or Subject f to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. 1 ;.4 ` AP - Aquifer Protection District ❑6.Install watertight Risers and covers to within 6"of Finished Grade f Zone B & C Over Septic Tank Inlet,and Outlet,D-Box,and One Leaching Chamber. f ,ez� Community Panel NO 7.Septic System to be installed in Accordance with 310 CMR 15.00& f �8'i9 �1`�, #25 00 01 0 016 D 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable i ❑ ZONE:Board of Health Regulations. f July 2, 1992 8.All Piping to be Sch.40 PVC. I 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum RF-1 (RPOD) Sump of 6". ❑10.The Separation Distance Between the Septic Tank Inlets and i : p e (min)Area (min.) 87'120 SF Frontage - 20' than Outlets Shall be No Less an the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" j ❑ O N j9 6 Width (min) 125, Below the Flow Line,and Shall be Equipped With a Gas Baffle. o $z5 ! '3 n 3 Setbacks: 1. ❑ W� Front 30' Side 15' • 1 � Rear 15' 1 N rt NOTE: C_ rn � � Q N 5 1.) The property line information shown was PERC TEST: 14,279 o o \ PERFORMED BY:CHARLESROWLAND,Brr-SULLWAN ENGINEERING o�' m a � compiled from available record information. SOIL EVALUATORNO.13586 WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE FEBRUARY6,2o1a rve 2.) The topographic information was obtained SITE PASSED 1p0% R f from an on the ground survey performed on A or between 17/MAR/06 & 24/APR/06. TEST HOLE-1 EL.18.0 TEST HOLE-2 EL.18.0 tSx9 00 :'Oral:TExiOtrRa�3'.: s 2 a fixed eon O�ALAXIIC 10YA.4/3 •:." , , ti 3.) The datum used i NGVD 9, f' m -BROWN'.':.. "BROWl*I \ 3 8" "sANn�iiOAM: : 17.3 10 SANlmLopnL: ..'.."::17.2 \ � v sea level datum. B'LAYE. .....9/6 BLAYER•1'OYR'Sl6•.' .' :' ,8x3 YELLOWISFI'BR05VN ':. ...TELLOWISFi'BROWN...... ".. : .......................................... 24' .... LOAMY3AND.'::..::. 16.0 22" LOAMY.SAND'.... ..... 16.2 ; Finish Grade C LAYER 10YR 616 C LAYER 10YR 6/6 BROWNISH YELLOW BROWNISH YELLOW MED.SAND 144" M 9 Min ED.SAND 6.0 } %Z Max. ! 30" PERC TEST 15.5 NO GROUNDWATER ENCOUNTERED i t8 " Compacted Fill Filter 25 GALLONS GONE IN 4 MIN. ; Fabric 144" PERC RATE<2 MKIN TAR=0.74 6 t :\ And/Or NO GROUNDWATER ENCOUNfERED \ 2" 118 - 112 + \ j ,$z2 \ �J Pea Stone t \ ` LEACHING Double wash cA 1 aJ \ CHAMBER Stone TEST HOLE-3 EL.18.0 TEST HOLE-4 EL.18.0 f \ .. o�aLaYgRsoYR.al3'.. ...... .... ..... Ori Axe-IUYR 4/3 .. .. ...BR6olig.: ... ..... ... .....BROWN ! 4' 10 ........ . . :. .. . „ SANDY LOAM'..,. .... ... 771 SANDy'LOAM.. .. 17.4 , l 12 B'LAYER 1t1YR'S/6 B LAYER 1OY'R'S/6..'.':.. •.'• YELLOW..... 16.1 23" 16.1 - - CROSS SECTION OF CHAMBER :.... .`.:.'.'.LOAMY SAND'.. .. .. '. - r C LAYER 10YR 6/6 C LAYER 10YR 616 32" BRO H YED EST 15:3 NO GROUNDWATER EN OOUNTERED t1x8 MED.SAND 144" MED.SAND 6.0 ,�x2 NOT TO SCALE 25GALLONSGPERC ONEIN4MIN. ,7xg Parcel Area 144" PERC RATE<2 MIN/IN TAR=0.74 16.0 f.7,706±SF Fnd NO GROUNDWATER ENCOUNTERED DESIGN DATA \ Remodeled Garage/Playroom With Bathroom 5r ,axo 73 '• \, Mid Design TBM E1=16.8' NGVD n W 0 ent Top of LCB S 80'21 2 9e a avem 3 Bedroom @ 110 GPD r•.• J r No Garbage Grinder t 7z8 ve Total Daily Flow=330 GPD LCB ` Use a 1500 Gal Septic Tank �... ..-- Find 17x4 V'IreW "�� (PUbIIC Way/ LEACHING AREA 18x3 330 GPD/0.74(LTAR)=446 SF Required f e r of P avement Sidewall=202'+25)2'=148SF Edge q O, _ •___ '--1;3-•-_. ___ text Bottom Area=(12'x25)=300SF Total Provided=448 SF Sea / 17x6 LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 2-500 Gal.Leaching Chambers in a 12'x 25'Washed Stone Field as Shown. F.F. 18.3 See Note 6 (typ.) F.G. EL. 18.00* - *Final Foundation Gradin To Be � FG Coordinated dscape Plan Flow Equilizers EL. 15.8 f As Required Assumed Permitted before EL 1 5.1Q1 1500 Gallon Addition Septic Tank EL. 14.75 Top EL. 15.00 �,0"OFtij�d Installer To H-20 Required 14 D-Box Confirm Prior (See Note 5) H-20 EL. 14.33 C' JOH C. To An v Work o rt, 14.00 i° Leaching -� -' To Be Installed On Chamber O• 168 ale om acre dose Bedding,"T"s, H-20 P _ Bot. EL. 12.00 Inspection Port, SFC'ISTER� �Q M�. as Per aTitls 5 ..... : :` p Cf`:Ei?cot<ntereif: f,?eri,ave::8e:Re lone S�ONALENG iV Min. - Slab All.:Urhsui.tab{e::SolS 20 Min. - Foundation Thy: QWt1 Prima4Er;:o:f: :Thq;:: y#:en7: EL. 6 No Groundwater DEVELOPED PROFILE OF SYSTEM Per Test Hale 1 EL. 1 Groundwater NOT TO SCALE Per T.O.B. Mops REV.: Add Spa & Relocate Septic 1041161141 TITLE: PREPARED FOR: PREPARED BY. _ Site Plan m Proposed Improvements At Michele Walker Sullivan Engineering, Inc.PO Box 659 Cap eSury 2 y /�- 52 Sea View Avenue in Osterville, MA 02655-� Barnstable (osterville) Massachusetts (508)428-3344 (b08)428-9617 fox 7 Parker Road Osterville MA 02655 p (508) 420-3994 / 420-3995fox www.copesurv.com 20 0 10 20 40 60 DATE: SCALE: Field: WHK/JPM/CTR/JOD Review: RRL/JOD February 7, 2014 1 ��=20� Comp/Draft: RRL/CTR Drawing # 2009006_Walker