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HomeMy WebLinkAbout0155 WIANNO CIRCLE - Health 155 WiannoP�CL Osterville ° A = '140 095 _ a ° R e p , ., a n " r F f � -, TOWN OF BARNSTABLE LC;CATION �s'� /.rf�u�,r�� �:.z�. SEWAGE #Alf°"-3VI VILLAGE ASSESSOR'S MAP & LOT 3 INSTALLER'S NAME&PHONE NO. ,��� �i SEPTIC TANK CAPACITY Isg-w f a G hQgr1 LEACHING FACILITY: (size) NO, OF BEDROOMS S" BUILDER O'R OWNER �irt� PERMITDATE: 7—// d3— COMPLIANCE DATE: 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 Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I6� " 19 �l y 1�40 �-! WrciwG \\/1ll.1vtti1x> �cw ! 017 S' ail ob ' B v No. 'Z(jU 3 oVe . Fee 4l.5��. ! ME'6 uriffi vNWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Ii9pool *p0em Con5truction Permit Application for a Permit to Construct(;/)Repair( )Upgrade( )Abandon( ) Complete System O Individual Components Location Address or Lot No. !SS G(I a uyb -1 re e Owner's Name,Address and Tel.No. 0S1er✓1I1e C'/o.*r/ s 4 Assessor's Map/Parcel ��� D$�s' � 2✓`nE la,4rc ; NXD46� Installer's Name,A dresl,,and Tel.No. sr Designer's Name,Address and Tel.No. SLc((a'vau � 1.feee-:.,po1kG. 0 8©if y-� Q 71' Os e ® 6 �s09) 42-3349 Type of Building: �, sU,4x e S hLe ev,I, Dwelling No.of Bedrooms 5 " Lot Size 13 B' : sq.ft. Gar tg e ( 90 Other 'Iype of Building No. of Persons Showers( ) Cafeteria( Other Fixtures Design Flow 550 gallons per day. Calculated daily flow 5',�� -gallons. Plan Date 7-an 6. 9006- Number of sheets Revision Date Title , t`>1a 'f Ptgpozej a S' Size of Septic Tank A Type of S.A.S. 145 Soo o@ll®y le�ecLi c�aL ie�rw�s7zoue ,t �ioYR� a ,. Descn tion of Soil:0 Lae s n ;es , 4 -1 °• 0 oaf-11y- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b and le Signed Date / Application Approved by Date Application Disapproved for the following reasons Permit No. ���3 ^- ;��., Date Issued A . No.��r) �n RR r..�., �P ► _Fee HE-, ON1 All O�NWEALTH OF M14SSACHUSETTS ,% nten~6 n:computer (.Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS _ 01pprication for Migpo0ar *,pgtem Cow5tructiou Perm' it Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No. /SS jQi a uNb C,'rc/e. Owner's Name,Address.and Tel.No. `r B `Assessor's Map/Parcel } ¢O/ V e-!1 9t1W F � Anstaller's Name,Afidress,ani,Tel.No. Designer's Name,Address and Tel.No. Bor tv � CoikS or$4 6 iMEPPinq,SkC. /-9 9 42lf—33g9 Type of Building: Dwelling No.of Bedrooms �' ''� Lot Size i 9Adt sq. Other Type of Building No.of Persons i Showers( ) Cafeteria( ) Other Fixtures Design.Flow S•, gallons per day. Calculated daily flow. :Z 2. gallons. � t` Plan Date�in �ODS- Number of sheets Revision Date`"" _Title �— _�_.� - Size of Septic Tank 1 Type of S.A.S. Description of Soil 6 L,a i '- It YR C113,1 , r?. ,,.c..,' ,�YFnq`/C.,.,v< �' J.$�/��J �'-�. 1.,�gr! A/A —/,7�" .� �c. 4r///A '' •• Yln E'E^5'f T• T� 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 Code and not to place the system:in operation u,til a Certifi- cate of Compliance has been issued by Board of/ ea Signed ✓ �� "G� Date Application Approved by r £� Date '7 Application Disapproved r,the following reasons Permit No. QO >`- ?,2 Date Issued —ll-�f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CE TIFY, that the On-site Se age Disposal System Constructed( ✓)Repaired ( )Upgraded{ Abandoned( )by /�/�f�r/� Jl`✓ _/�!i' 5 ?� �t at '/S5 /fit a hrZU C14,4� 62s-c 1-10) has been constructed in accordance 4-' with the provisions&oide 5 and th fo isposal System Construction Permit No. �2 dated r Installert Designer The issuance of this permit/sh ll not ,'e construed as a guarantee that the ystem wil n on as designed. Date %411Ag Inspector No. Z Fee - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi.4.po#ar._&patem. ;rCon5tructi0a iri it - Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at /_'5 5 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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-pe it. Date:_,�! t ! 4 Approved by /, • - A4/?R/?AAR A9:?9 9FIWA9115 SI II I WAN FNG) Mr. PAGF Al Town of Barnstable i , I Regulatory Services Thomas F. Geller,Director Public Health Division Thomas McXemn Director rQ 200 Main Street,Hyamis,MA&MM CrN Office: 308-M246" Fax:SMJ 79"304 ` s T installer&Designer Certification Form Date: 006 Sewn Permit# 2005-326 Assessor's Ma iPtr�edl 140/49L- �' 1� P Designer: SWHnn Enaimdna.Inc. Installer: $ortalotti Construction. Inc. Address: P.O. Box 659 Q ' e,MA Address: 45 JWVW Road,MX tons Mms ()A 7 A!' issued a permit to install a ( ) (der) septic system at 155 Wi o Circle. Qstervdie based on a design drawn by (address) SwkyaEn2W21fW . Inc+ dated Jun 6.2005 and Revised 1011812005, _ (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design,which may incqude minor approved changes such as lateral relocation of the distnbution box and/or septic tank. (Note: The amount of material over the SAS shall be no more than Meet in height as called for tiave been advised by the installer that final grade will meet this re�quirt. I certify that the septic system referenced above was installed with major clues (i.e.greater than 10' lateral relocafion of the SAS or any vertical rdoc adon of any component of the septic system)but mi ce with State a Local Resulations.Plan revision or 'gner to follow. -�; t (Installers signature) 9 , (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO MRNSTABLE PUBLIC HEALTH DIVISIOX CERTEMATZ OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TMS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION.THANK YOU. Q:Hcslth/9ePtidDm m C&WIcetion Focus 3-26-04.doe � � ,r LTH / THE BOARD AO �F6-IEALTI-I TS \� .........OF.................. ..................... ............ Appliration for Uhipa ial Works Tontrur#tun Vamit Application ' hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Q � ......................................................... ....... ............. 100'� Loca Addet %/� / No --------------------- . ........................... .........•----......•..................... ..:a t. .... ......_:.:t..... owner Address W ................... Inst r Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.__... Expansion Attic ( ) Garbage Grinder ( {j ................................. ...i Al Other—T. ```Building ............................ No. of persons......aZ............... Showers ( ) — Cafeteria ( ) her fixtures ....... W Design Flow.;';...:'...................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank Liquid capacity............gallons Length................ Width-............... Diameter---------------- Depth................ r Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by........................................................................... Date........................................ aTest Pit No. I................minutes per.inch Depth of Test Pit.................... Depth to ground water........................ i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ODescription of Soil........................................................................................................................................................................ x W ---------------- -------••-----•-------•---•--•-•-•-•-•••...-•-••---••-------------...•-------•-•••--••--•-------•-.........-•--•••--•-- UNature of Repairs or Alterations—Answer when applicable_.___ ` __ - _-..14 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisiogV.bf TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' ed by�boaroflthSigned•. . .... -••- Application Approved - ...12� -------------------- Date Application Disappr r the following reasons---------------------------------------------•--•--........-•--------------------........._:.. s Date PermitNo......................................................... Issued-........................................................ Date o1.,?... _..... , Fss N .... .................... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ...........OF........... ...... ...... � � ... w. Appltrtttion for Biiipniial Workii Tnnitrurtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal o>. System at: r 6.49aa .... ............ . .. .... ..... .... - Locat' -Addre ,or Lot No 'r .. .---....-- ' ...,• .. wner •-••--•-------••Address �►yp � aW ^ " / ............. ............... ...............•......._... .....•--•-..................----------.._.. ............................... Inst r Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.....................................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No, of persons...... .............. Showers ( ) — Cafeteria ( ) dOther fixtures -------------•••----------------------------•----------_-.-------------------------------------------••----------•--•------•-•-____-•---•-----•••---- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------_--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1= ...........minutes per inch Depth of Test Pit.................... Depth to ground water........................ G1, Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 •--•--•-••--••---•---•-----••---- -•--•------•.....•-------•-------------•-----..........:----...............•-•--•-•••----....•-•-••----...--------------- 0 Description of Soil........................................................................................................................................................................ x c, x • .. V Nature of Repairs or Alterations—Answer when applicable ........ .� V ------------------------•-••••-•------•--••----....--•-•--•-•-----------•-----•••-••--------..............:. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT!- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been Jgowd by the boar of lth Signed- ... -•=--•- -•----• •--- ... _ . ......•• . Application Approved ............................................................. ... . "' �l . - D Date Application Disappro -d ;r the following reasons:.................................................................:.. .........._.••-•-•••••-••••.........:•••=•--••-----•---•-•-•-•-•--•••---•-------•-•-•............................•--••-----•----•-•---•----••---•-••-•-•-••--•--•--•-••-•-------.....••••----....--_••--- Date Permit No...-.*., Issued.----•---•---. . •-••-•--•------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD. OF EALTH ............ ...O F................. .............:................. (9rdifiratr of. Toutpliatta THIS IS TO CERT Y, hat t Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................................... `.. ..................... ..-•--•-•---... .Y.__ ----------------••---•---•-- --------•--•----- ----------------- ---__---•--------- at..............f./0... ......C.�:� r!4--- __--•-----•--------•__________________ ________•;;r¢...........------.. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Co as K abed in the application for Disposal Works Construction Permit No. = -------------- d� ed. .. __2- . .. ........................ . PP P 11 �--- THE ISSU N OF THIS CERTIFICATE SHALT. NOT BE CONSTRII Al A GUARANTEE THAT THE SYSTEHA WI NCTION SATISFACTORY. DATE.1/Y�. _ _�....-•-•-•-•-----•........................................................ Inspector-- - ----------......----...-----•------------..........-.-•--•---.....-•------ THE COMMONWEALTH MASSACHUSETTS BOARD ' r � O. ZFE �ALT .................. ...OF............ ..H....��.......................... N _•_. .... FE x�,_.......... Roposal ory T ntradion rrnti# Permission is herebyranted............. g ............................ .. --•-•••......-•---••---•--•--••-•--•-•-••..................••-••....................... to Construct ( ) r Re 'r (.. �`a.n Indiv' ual.Sewage is t at -- ... ----------•--------••- •--••---....... -•-------•---------------•--------•--------•----...•---__--_--•.•. Street as shown on the ap do or Disposal Works Construction Perm',_ Dated.......................................... T,. _ Board of Health DATE .................................................... FORM 1255 A. M. SULKIN, INC., BOSTON • O� 3,2 THE. CLIFFORD RESIDENCE A, ADDITIONS RENOVATIONS ' DRAWINGS: , SCHEDULE OF DRAWL e 15 5 WIANN O .CIRCLE ' _O STER tl �i�E, MAG T-1" TITLE SHEET SR-1 ARCHITECTURAL SITE PLAN- ABBREVIATIONS SYMBOLS EX-'I EXISTING 'CONDITIONS FIRST FLOOR PLAN , AB. ANCHOR BOLT MGT. HEIGHT - .. - N - F.F. ABOVE FIH15H FLOOR 11.M., HOLLOW ME TAL - nORTH ARROW- .- - - ��((( ! EX .2 EXISTING CONDITIONS. EASEMENT FLOOR PLA ACT.:. ACOUSTICAL TILE` INSUL INSULATION _ - . ALUM" ALUMINUMINT. _ rINTERIOR ' EX 3 EXISTING CONDITIONS 'ELEVATIONS SECTION TcIcATOR EX-4 - EXISTING CONDITIONS CROSS SECTIONS ANOD ANODIZED UT. " UOINT LETTER IN TOP HALF OF CIRCLE - - - _ - - - " .. INDICATES THE SPECFIC SECTION. - - - . a. AT - -.LAG. - LAG BOLT PaN THE NUMBER AND LETTER IN THE -,f t 1--. BSMT BASEMENT - LAM LAMINATE - BOTTOM HALF INDICATES THE DWG.- D "' DEMOLITION -FLOOR PLAN .. .: BIT .BITIIMINOL15 - LAV. LAVATORY Na WHICH THE SECTION APPEARS - _ - _ _. - �D.-2 DEMOLITION, -ELEVATIONS. - - BLK BLOCK L. - LENGTH. <. .�"A55 NEW.SPOT ELEVATION .. - - BLKG BLOCKING MFR. MANUFACTURER A-1 -_' FOUNDATION PLAN G 455 I- EXISTING SPOT ELEVATION MA. MASONRY OPENIN " BOTT BOTTOM - A-2 FIRST FLOOR PLAN/DETAILS &O.W - BOTTOM OPWAL I MAT. MATFP14L /t..AS NEW CONTOURS.. A-J PROPOSED ELEVATIONS - Br'N BEAM - MAX: MAXMUM /'`./AS Ek1STING.CONTOUR. _ BLDG BUILDING NECK MECHANICAL � LEVEL LINE OR WORKING POINT � - - A-4" PROPOSED..ELEVATIONS CPT CARPET MIN. . MINI" _ _ - _. _ COLUMN COORDINATES H, A-5 ROOF.'PLAN CSMT CASEMENT MTV. MOUNTED L;/— REFERENCE GRID LINES - - - CK CAUl_vmG) NO. NUMBER A-6` CROSS SECTIONS CLG CEILING - HOM NOMINAL roil ROOM NUMBER. - r _ CLOs CLOSET nLc NOT IN CONTRACT' NO DOOR NUMBER A 7 WALL.SECTIONS/DETAILS. { COL COLUMN M .S.T .NOT TO SCALE O WINDOW TYPE - _ - _ -S SCHEDULES ` .. - ,'' CONC CONCRETE O.C. ON CENTER ..ITN— WALL TYPE - - - .. - - - L_1-- . CMu CONCRETE MASONRT UNIT OM OVERHEAD A9N' FLOOR FRAMING PLAN COHST. CONSTaUCTnN OPNG. .OPENING 9' INTERIOR ELEVATION NUMBERS - r. - 'A-10 ROOT- FRAMING PLAN - OONT cONTINOus _ PNT. PAINT O INDICATE F-L YA710M NUMBER H - _ - - s CJ CONTROL/CONSTR.JONT PTO. PAINTED a A6.4 6 LETTER INDICATES THE DRAWING PANEL WHERE THE ELEVATIONS ARE, - INTERIOR ELEVATIONS CTSK courrtERSUnI �• LOCATEn A-'f2 INTERIOR ELEVATIONS . - PART. PARTITION ., DET pETALL - . PLATE ` Q1 REVISION MARK - - . k — N ._ OW DIAMTER - Pi— _ _ I . PLAS, PLASTER - - _ E '1' ELECTRICAL PLAIy/i`IOTES/SCHEDULE . . DP DF Ensron L . OR DOOR PA-AM. PLASTIC LAMINATE i"L?8 CONCRETE-PLAN OR SECTION " P � PLUMBING F XTURE P AI`i/SCHEDULE bH. DoueLElauNG _ PLBG.. PLUMBING DRWR pRAweR PLTWD. PLYWOOD BRICK- PLANS OR SECTIONS _ DWG451 DRAW IC43) P.T. PRESSURE TREA7ED CONCRETE BLOCK.PLANS.OR - pF DRINKING FOUNTAIN., Q.T. QUARRY 71LE SECTIONS ' OW DLw1WASHER REQb REQUI2Eb PLYWOOD REF. .REFIGERATOR W -.. - P1EC tl ecrR CL) ® �. ELEVATION REV. REVISIONS STEEL.LARGE SCALE I - ELEV. ELEVATOR R. RISER ® ROUGH.LUMBER EI•iER ETIERGENCT R.D. ROOF DRAIN - ® -OPENING - - - - - .. RM. ROOM. FINISH.LUMBER _ - C . R.O. ROUGH : PERMIT SET R a EXGf SECT. SECTION F_AL4TNGINSULATION RIGID OR - O � � .'•. � .. . ' INSULATION-BATT ' F.L rzPPnsnn.JOVNT SCHED. SCHEDULE - - - AUG 5T 15 00 {' EAR EXPOSED SPEC. SPECIFICATIONS EARTH EAT. -EXTERIOR SL SIDELIGHT ., -FINLSFED STD. STANDARD COMPACT GRAVEL F.A. P r ALARM SEP SHELFffPOLE WELDED WIRE MESH- - - -F.B.O. RJRN6HED BY OWNER STL STEEL _ - f SXTRIGUGS MR SUSP. SUSPENDED --. PROPERTY LANE Ij FL F.OOR@IG) THK. THICK CENTER LINE ARCHITECT: � l�T� T - - 1 - FLUOR.. FLUORESCENT TM - TOP&5OTTOM —_ - � � � _ .. �'. ARCHI1CCN�.a ! F7- FOOT TIG TOMGUEHGROOVE i - !t FTG, FOOTINGT.O.F. TOP OF FOUNDATION I pNO. pCUMATNON T.O.W. TOP of WALL ■ BROWN LINDQUIST FENUCCIO&RABER . ." FURR RR FiEDRNG) T. TREAD .' . TYP. TYPICAL �" GALV. GALVANNQED UINFIN. UNFINISHED .ARCHITECTS, INC. _ - :a,'.'. GEIIERA NTa L COACTOR V.LF. VERIFY IN FELD G.C.. -GL GLASS/GLAZ7iG VIN. VINYL f e vc7. VINYL COMPOSITION203 WILLOW STREET,SUffEA G-L GRADING. YARMOUTHPORT,MA 02675 wmvov rtasca GYPSUM gOARD TILE .. GWB. DRAWING NO.: ,HARDBOARD VWC. VINYL WALL.COVERMG d WC. WATER CLOSET 'OumQ93j �. wvAc. .HARDWOODW. - .. Tl M, a.b' 4NAC. H8ATIIG.yENYI,GTRIG.H W/ WIDE/Wp�TH J ..WITH n PIt.COnIDITnNNG W/O WITHOUT'. - I HDWR: HARDWARE .. - W.W.M. WELDED WIRE MESH 3 wD. WOOD t8 STANP: V Dwelling V Concrete Drive ° 0 _ 68. 69' --- — --- - - --- -----_o ° 11 Q-' - --- - - — -- . n ` 10' Setback i o!t PRELIMINARY TREES TO BE:REMOVED 0 { t V), 12'x45' 32.9'+l - ---- O i Qi LEACH FIELD t REA _ 1 it W A t z� IN EX. Brick Shed i Patio m Z '1 REBUILT I. HOT TUB ❑ i t. ENCLOS. o p W I - j ' In _ U J v ' OUTSIDE i rn Z U i EXISTING i I p w Ly Q DWELLING 165 Z U I. SHOWER Z. PROPOSED t z I Ut1 MUD ENTRY - i 1-1/2 sty W/f W O 0 LU Dwelling C � z 5 of Lu EX. i _ W ~ Shed i. I ivr. - I Q I tt) O ttt co Lo 0.7250' t t i E LO.T AREA i 13,816 t SF TITLE: i. i 451 I. , v 20 etback ' o - ARCHITECTURAL SITE PLAN. DATE 6SUED. °� '�- s7.36' 109,99' . 07I01/05 -- - ----— - - - REVISIONS. N83"0 '30.,w— --- - 208.97 - Edge of Povemen Manno cirC16 P OJECT#: BD F s i R003604 DRAWING NO.:T ARCHITECTURAL SITE PLAN sraLE:Us�=ra NOTE: INFORMATION ON THIS PLAN WAS TAKEN FROM - - � � - _. - - a P A SITE PLAN DATED 12/10/04 BY CAPE SURV.INC. ti STAND: EXISTMG - 14•VIA. PII's TREE . C m m cis , . � o €� ]2' i - - EX 16 1/2'11. B'FENCE - S 2 - BRICK WALL V/ _ z • _ BUESTOHE CAP' DEB C EX BRICK TERRACE .. �� B - ..._ PIG BED - FAMILY-RM. z Z O J WOOD 5TOVE _ - _ Lu Q. t ` M. BEDRM. C C, Z. _ LuI Q J COMPUTER O e m Q .. `, 1 .I . - ,i00K - - BR O BRICK STOP Z .. a - - - Lv � Z >Lr z s+oW�R Lu O '•' 000 sm .OVER V2 ALL -EYL'AT KITCHEN _ PIMN ao M. BATH � �. HALL' . REF - • EDR - TBLE: DK .. AREA CALCULATIONS - - - m ". 'IST FLOOR LIVING A G AP-EA =�.937 S:F:. .. y EXISTING FEMCE _ . .: . SUN tzOOM ' _ - _.440 S.F. - ,CONDITIONS . LIVING'RM. cl_ BF-DP-M. LOWER LEVEL AREA =.990 S.F. FIR ST FLOOR PLAN 1. . - COVERED m•-v'M,_6•./_ 1r-v�lr-s•,/- _ - - - _ _ - ry1=TRY DATE ISSUED: 07/Ol/OS c. RH/6IONS CHARLIE'S EXISTING OFFICE FURNITURE 81'x40' DESK A DRAWN BY: M 70'x20'.DEEP CREDENZA BD Z 36'x20' FILE (HORIZONTAL) re'-21 PROJECT#: PROJECT NO. t7-51 u'-2' so'.z' 4-30'xM 3/4'. SIDE CABINETS x RAYING NO.. 84' 38' SOFA D a FIRST FLOOR PLANEXI a* a$ �M STAMP: cis 4c U LL Z 6 H �WEa ® B z pLij - .UP ;O ❑ TOOL CL- STO$L CL _ LU - U 4M1g19O-�.,_ C z 5 O co Lu � O ,,,� U O Un O To, � w p � sro _ . z�L :. ENTERTAINFIENT. r.. ❑ e,�a avi STORAGE RM. EX. OFFICE TIRE: BASEMENT FLOOR PLAN 32 2#. MENT FLOOR PLAN DATE E SMD. 07/01/05 REV610NS- aa�ra - - ' .DRAWN SY BD j PROJECT : PROJECT NO. ORAWI NG NO. z EX2 - Irill — F-T -- ---- --' BM.PKT-TYP. ,MIN.BRG.d•CONTINUOUS 2.6 P.T.SILL PLATE/SILL 9iSUL.A/T DIA GALV.A.B.®'V-O.O.C.SM.PKT-TYP.Aa,-o. MIN.BRG.a• ? . g ImW-- — -- iiI L—L_J - Qcd O ' I .. 3 Yt•CONIC.FILLED STEELLALLY COLUMN ON30•X30•XA2' CONE - II - I I wFTG,TYP. Q __I � 1 i '. L� r_— r I : 1O I CONTINUOus B.AlO'CONC.WALL - _ -- --- IINL--J _ ON A61A0•CONC.FTG. —SM.PKT-TCUT OUT 7P. 36'W.OPENING 1 I' 6 W.OPENMG 6'-0' - (,MM.BRG.4• - FOR ACCESS TO 2-�DOWELS®AT O.C, Z'-O' - q CRAWL SP, ITYP. FOR ACCESS'TO CRAWL SP.� 8'.d'.O'D.CONC.WA" bDROP TOP OF 3. I I FULLHTj WALL ' ----- 46.40'CO C.FTG.WALL W FOR I I I -----------_________________________________--- ,-- --- IEXISTMCRAWL SPACCONC SLAB4316* I; I BASEMENT FLOOR3 A/2•CONC.SLAB OVER6 M�POLY VAPORLu . GRAVEL i+—iCONT.JT.V-B• zLu CONG WALL ON. i W20'.AO•CONIC FTG.v/ U - �VT �M. TOOL CLSTOR.CL - - - W 2'.d'GONT.KE7 j i .FULL HT. Lr 5� ' iINGLiu cn O �' ' ACCESS TO _BASEMENT - -BED 0_Q zQ LuLL WL �Lu AREAWEL�LA-TYP. ENTERTAINMENCEDOR LMEDRMiCIL L�+F� � CLOSET . I _ EX. STORAGE--------- — DRILL a EPDXT— aA DOWELS a d2'O.C.VERT:TYP. mI''F $M PKT-TYP. _ 3• - CONTNUOUS mb P.T v5A/2'DIA GALV. TRLE:.' PLATE/SILL SULAZ.®6'-O.OC MAX f GRADEPROPOSED 42•'DI4.CONC SONOTUBE,TYP. —J a',CMU ON BRICK PATIO ON --------- ---------- - III FOUNDATION PLAN Yd•.AO•.DEEP - 4'CONIC.SLAB CONC.FTG., w/da•FROST WALL - an - 23'_r .. .. _ =O ` A AO'CONC.WALL . ASPHALTIC . - - F DAMPROOFMG_ I .o . AW MIN BELOW GR.ON.20'.40• DATE ISSUED: . . - SET TOP OF FND - - - - U CONC_FTG.w/2•.d•CONT.KEY 08/1 r . TO*ASSUME ALIGNMENT OF - - _.� - .. NEW FM.'FLOORPIG TO - REVISIONS: .. N.. N .1 EXLSTING - >O CRAWL SP.FL. — OSI?IOS OUI IDATIOI 1 PLA1 1 _ U -of 3.A/2'CONC.SLAB OVER 6 ML . POL7 VAPOR BARRIER OVER 6' W COMPACTED GRAVELlu . FF e A. DRAWN BY: 8D I, 8 - .. - I � �- R0036.04 _J PROJECT •. 7 FOUNDATION WALL DETAIL. DRAww�No.: Al L STAND: d It C 12'.45' LEACH FIELD 8 ' 11 9 I 1 'Ls�G 1� PNE TREE TO BE REGAS r/P �I/E BUILT-IN i • - I. - ..�.. SHELVES " _--_-----_— J. ------ — ------------------- — -------J 1 .. EDGE OF MEW EXTENDED ' i - RAFTERS TIES --_-_--___ I ABOVE PROBABLE 4Y.45' BRICK WALL 9Q yyqq 0O LEACH FTELb 1 _ O 7-B. _�� ' r rsKVLTs II. r--; P I O .K - - _ i �_ REMOVE THIS AREA m I. .I I.I, I -t L 1 �I� 1 I 4 - .. U W. . BRICK WA Ow 712' a'-o' -* -------' L__J LI, L--J II LVVV--J I n. Z e. -- I I c w Z f BRICK WALL w/ O •Ix i. OFFICE j j x c a' - Oe BLUESTONE CAP ' LIVING RM. VAULTED CLG V �s U5 F I C-- ------------] ' n EX.BRICK TERRACE AWNING PAB BOX ABOVE - � � al O ® 3 0 � ; I - - I ' 1d•-O' 2'_O. NEW 50OKSIgLVEs RAFTERS TIE ABOVE NEW HOT TUB710, - w I B B WOOD STOVETUB/ COMBO WERr/—�-1 W �\ - .TILE SURROUND. EX I I I'I II II i ; EXISTING BATH #1. VzLu Bn co s¢E I I 11 I M. BEDRM.. I SCOPE OF WORK .BULKHEAD - I I I I I SUM-NROOM I m REPLACE.EX.WDW r W I 1 1 O --J L--J L—_J L--J F O ./NEW CASEMENT. L___J I c� Z C GUES�� I n I ---I r l r=1 rr---1= BRICK STOOP � y 1. REMOVE EXISTING VANITY E FIXTURES V5 . B E}EDROdM #2 �' 1 px 1 I� I I[N� 1[M> 1 g - *o ceMnn .I _2- REMOVE EXISTING CERAMIC TILE WAINSCOT W Cn O. O - 1 I I I I Iv I IV 1 6 . AM SHEET VINYL FLOORING Lw z 4.0 C 3. INSTALL NEW CER.T1L.E FLOOR O —j _ I II 1I 16 1 .B o . --71. • I I G INSTALL NEW TOLET .. - Q O Q Z J V VAULTED CLOY Ip I CLR I } I I I I 1 I O SOWE S. INSTALL NEW 60'VANITI w/LAV > i 3 J LL- J B ��/ 1F '- R E. INTeI l NEW N r-L'TILE SHOWER O 0 1 - 7• REBUILD LINEN CLOSET w/NEW DOORS � " O C z 'W sZMERERI / �z'-B I z 4' --- �— I I O n ® TOWEL BAR EXISTING M. BATH .=J L� smK ovr�v J u� i I vERT.GARB BARS I_Z. SCOPE OF WORK U �. i ~ BELOW I KITCHEN DORMERS I m CLJ EA. W r -RRASNI I NEW VAULTED LG. :I 1 WITH E WDWS I Q I�� I �O S - I F - - - .O . . I Z REMOVE EXISTING VANITY T - B' 6-3' O 1 _ - 1 ®< LN O I 3. REMOVE EX.CARPET - p RFNOVA7Fb 4, IN5T41J_NEW AD4 FIT:TIOLET • REF I - I I 1 1 M.BATH I S. -INSTALL NEW VANITY E CTOP - h EX HALF WALL L TOWEL 1 BAR - I 7, NEW VERT.30�M GRABBAFtS EA.SIDE- 8, INSTALL 2 EA.NEW TOWEL BARS Wb LB'tEn CL iv - Ott ® 9. REMOVE E REPLACE EX.WALL PAPER - - - QS NEW BUTCHER BLOCK I . TOP I WOOD e DING ❑ � . O HALL' -"'. REMOVF-DR. I ConT DINING RM I AREA CALCULATIONS TINE: " 2'4'- S'- ' HooKS - - - NEW CONSTRUCTION - ra=cn= MEW VAULTED.CLG - - - - O O I EB DRM. I OFFICE AREA rrs�Kn Ts ri---1 i TARA'S BEDRM REF or - - - I BEDROOM/FAMILY RM AREA = 1,063 S.F. I L I -. VAULTED CLG O v roaewn ENTRY FOYER" = 48 S.F. PROPOSED m LO_J p 1 WI 11oI J I CL. I TOTAL NEW CONSTRUCTION _ 1,463 S.F. FLOOR PLAN ---— OC r L---I ; A RENOVATED AR I O 1 COVE ED K AREAS - i I e11 Co PANTRY 0 KITCHEN - 175_S,F. ENTRY DINING/LIVING RM. = 324 S.F. 66 S.F. DATE ISSUED: m B-ho 6'a O �4 EXISTING FRONT BEDROOM = A I H I TOTAL RENOVATED AREAS 565 S.F. +/- 08/105 0 b REVISION: ry EX.WDW "r o Enan ..NEW 4' EP ADDITION TO'.REMAIN W 1 111 ' O: O TO ENT PORCH NEW LIFTS i u u 08/2l05 8•_B• g_6. 3._O. 3._O. m m HEW BRA CMETED' 3 h 0- - E_0• D - � ROOF ABOVE - - tl ADDITION233 • 32,2 - s-M I DRAWN BY:. BD B PROJECT#: R0036.04 A I DRAWQJG NO.: - INDICATES NEW'WALL CONSTRUCTION, i pOg WALL.MDlCATER as INDICATES WALLS TO REMAIN ' I c 1 IRST FLOOR PLAN � A2 r----------�-,-- -- �1 I- `t- 12'X45' LEACH FIELD (SEE SEPTIC DESIGN BY P. SULLIVAN / n._ • FOR EXACT LOCATION) 9 �s It PINE TREE TO BE RETIO I; I ------------ --- --------------------------------------- o I 1_ I EDGE OF GAS F/P NEW EXTENDED 1r ABOVE TIES N I PROBABLE 14'"V I MCK WALL I nTs - LEACH FIELD ,f� F •-r REMOVE THIS AREA I I II I 2t OF BRICK WALL I OI I -LOI lO 1 I b r-r L Ht II 11 10 'b $ Ex.tt T r BE K BRICK I I I I b T°qqq I d T °xUESTONECAP r' RECBE ONSTRUCTED C1ED I f OF�E— I I LIVING RM. II II II II I av VAULTED CLO. =7 r * EX BRICK TERRACE FNEW OR LO BON r ArMBOXINGovE� TO BE REMOVED 3 RECONISTRUCTED OVER V COMPACTED GRAVEL SUE a 1 STONE DUST BASE SULKKEM NEW BOOKSHELVES . i I NEW NOT TUB m ftHA ENCLOSURE �-• NEW FIRE PROOF ME1AL F NEARTH A BACK WALL } 1 . BE L__J Tnue/swonER r--�r I r--I`r�r-,-� m mI I o_ TILE COMBO _ '� '� �'� I v EXK i I I 11 1 ^ M. BEDRM. ♦� , , 11C3 IL__J t___JL_-J L_-J b I --�r r--�r--� gpBRICKSTOOP }----� I GUEST I I I - I I /� I I I I 1 1 I HIEW CL w-ur I vAMLTED cLa� •5 , s-4' I I 1 1 I I I I I TME ,^ ., CLR :Y J L--J L-- r g�HTTSSI�p�E �!�"�y� -�--- F SHOIYER I ' 12,_B.I ._ �_J 0 0 L. .-� i--------- MW¢BAR sw �/ -- KITCHEN _ marl I DORMERS J I I T.aARB eun , (TRASH) 1 NEW VAULTED'aa 1 I OWpws 1 $ QO B 3-11• 8'-3• I - t 1 i I �` ILL I I RENOVATED ( am RFF L-- 1 EXHALF WALL L I . -- -------------- W/D LIKEN CL Ar EX T. TO NEW BUTCHER BLOCK I REM TOP , WOCD ❑ LANDING � �- REM 'PR. ICOAT QINING RM I 2'_4' 8' • HOOKS . NEW VAULTED G.C. QL TARAr , i , REF } BEDRM. O I VAULTED CLa r xl • ; r - MAN 1 L I i6'-It0• 6'-4' - - Ell I I LS' b NEW BRICK -STOOP NEW L'0 EP AOO71pN TO REMNN w/ , I TO ENTRI POROI r NEW LIFT'S I 17 NEV BRACKETED tr- • 6'-' '! ROOF ABOVE u'-s'W. ty sr_ . ADDITION B'-B• INDICATES NEW WALL CONSTRUCTION Nulm I „ ' t��INDICATES WALLS TO REMAIN WALL INDICATER, � I I j^TInLsTLE O i sc I I 1 f j r I �-- -——-—— -—— -- - —;—•--._—.-- -—— ——-—— ---I 4 Design Data Ee ilte t TA k t`p' ,41f j 1 . Single Family — 5 Bedroom Concrete Drive NOTE: All existing septic ystem Daily Flow = 110 x 5 550 GPD V. - components to be obond ell &� �e� '•fie i and removed. Sep tic Tank: 550 GPD x 2009 = 1,100 GPD �m+'� "K �4 '� East B �3 Use 1,500 Gallon H-20 Septic Tank 'yt y �.c, '� ,,°, `�'— 117.0 Leaching Area: '�y� Ne. 45.0 550 GPD / 0.74 = 743.2 SF Required wSUL ' Sidewoll = 228 SF ((12'+45>212) 12.0' . ; — 68.6g' Bottom Area = 540 'SF (12'x45) �.,� �. l hk •I •w� PROPOSED 768 SF Total Provided `�•`r' ���� � '.,.,'1z• r m"+ S \ CH Axrker;r;, Neek AS a_1�b f • '/_ Leaching Chamber Design: i i� �4�� g ,. AMBERS 17.9 — o I. ex Id, _ a' �" 7sttk c;P�°r wuc./ ! All Pi es to be Schedule 40. $I `�D°Reco� �.,, Use F5)-500 Gol. Leaching Chambers �� L r`ocJ% `�;cse � 7attno� , •• ` I Min 32.3 In a Washed Stone Field as Shown. ,a�' o \•°` ° >,'"� �� • oI —--___ PROPOSED 'el o I d 7,500 CAL .:,d - Check: (768 x 0.74) = 568 gal -- (OK) __ ---- �Pnc TANK j NOTE: Provide Design Engineer Snell --� 7 T With Shop Drawings of Septic Tank I PROPOSED 'i prior to installation. ADDinoN , Locadon Man 10.0' Min I t'�2 000f'I Z aILCO•SIZE @ - I p al"HEAD j -CRAw7. SPACE - a p _ , f71L1 FOIjNDA� OD I I �u 70.0' 1aRCK E a L-- J AYQSt OVERLAY DISTRICT: 'B i AP — Aquifer Protection District _As Shown on Plan Entitled II #155 7 "Revised Groundwater Protection OF it d !• 1 STY W/F i . Overlay Districts" April, 1993 ' DWELLING l Shed � CS FLOOD ZONE: o.s'.�—i 7 io o�aa I t ,s 1-7127sty CIVIC ® v' Community Panel.No. Dwelling #250001 0016 D 'A July 2, 1992 Zone C I AREA i ,; Legend: ASSESSORS REF.: LOt 116 I i I 1 I ^N� ® Catch Basin Mop 140, Parcel. 095 ` _ _— AREA i+ 13,816.*SF I _ j + EI CB/DH raoEk — ® Water Gate (round) ZONE: I - 1 c 12.6 _ / l 4 Utility Pole 11 RC & RPOD* t i © Gas Gate Area (min.) 43,560 SF O Iron Pipe *Area (min.) 87,120 SF 87` ra Test Pit Fronto e (min) 20' \ PT Width min) 100' Perc Test Setbacks: _ —E Fron t 20' 1 _.,. tige-o/'-l�vemerit-- � Side 10' 208 Wianno Rear l0' Circle, NOTE: For Architectural Design Refer•to Plans By Brown Lindquist Fenuccio & Rober Architects I 1—�� REVISION: Oct. 18, 2005 Update Budding Chan—REVISION: Sep. 28, 20a5 Relocate Septic Tank NOTES., 1) The property line information shown was PREPARED FOR: PREPARED BY. nE Site Plan of Proposed N compiled from available record information 4 SUIIIVan En ineerin Inc. 2) The topographic information was from an Martha G. Clifford 7ParkerRoadP D Ba96ss g CapeSu� Septic Improvements o on—the—ground survey erfomed b Co eSury 701 Ravine Rood f 7 Porter Rood at 155 Wionno Circle Y P Y P (sae).]b-,,.,,��J1S m. OatenNfe MA 02655 BarnstablE�Osterville) Mass. � on or between 231NOV and 24/NOV/04. Plainfield, NJ 07062 t�7•_°--3"/420-3M90 F -Dt g ,IDp Review PS Field RRLIWW Reuter. RRL W 3) The datum used is approximate mean sea level. DraN*DYSIJ)O ,,, 2,04, Draft RRL/WW I job c-615.1 .. Qs : JUN6,2t1W5 L : t R2D r PERC TEST+ 11,022 r - - PERFORMED BY SULLIVAN ENG. N O T E S (` , FIIIISh Grade WITNESSED BY, DUN DESMARAIS MAY, 26, 2005 _ _ 1, Water Supply For This Lot is Municipal Water, g M'" Ti ¶�I �_ O—Illl �- Filter TEST HOLE - 1 2, Location of Utilities Shown on This Plan Are Approx. 3' MAX — — — Fill Compacted Fabric PERFORMED BY SULLIVAN ENG,P MAY. 26,2005 At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required 2" Min 1/8" — 112" 0 LAYER 10YR2/2 Notification to Dig Safe (1-888-344-7233) ORGANICS Pec Stone 3, The Contractor is Required to Secure Appropriate 9•-30' B LAAN lOYN 4/6 q + Permits From Town Agencies For Construction 3, F 0 ® 0 0 _ `FINE OANYSS,N4D Defined by This Plan, F3 � a 03 - C-2 LAYER 2.SY5/4 4, Install Risers to Within. 6" of Finished Grade, . Q " ' A " 5, All Structures Buried > (3) Feet •or Subject 2 c-3 LAYER 2sY6/4 to Vehicular Traffic to be H-20 Loading, O � O C3 C 314" - 1 112' 64--120 MEDIUM SAN Double Washed PERC TEST 6, Septic System to be Installed in Accordance With Stone 38 29 GALLONS IN<l9 MIN. 1 RESULT<2MIN/n+cN3D.W 310 CMR 15,00 Latest Revision and the Town of NO,GROUNDWATER ENCOUNTERED Barnstable Board of Health Regulations, f-- 4'-10" TEST HOLE - 2 7, All Piping to be Sch, 40 PVC, 12'O" PERFORMED BY SULLIVAN ENG. MAY.26, 2005 8, Wherever Sewer Lines Must Cross Water Supply Lines, Both Pipes Shall Be Constructed of Class 150 CROSS SECTION OF CHAMBER 0-y 17 LAYERNIM2/2 Pressure Pipe And Shall Be Pressure Tested To ORGA NOT TO SCALE B LAYER IOYR 4/6 Assure Watertightness. E 9'-30i LOAMY SAND C LAYER 2.SY6/441kO'-120 F N A YSAND p4A A? �1 NO GROUNDWATER ENCOUNTERED Y t2U9V19"3'l3 ftyN�V , C VIL Design Data ,K F.G. EL. 34.0' See Note 4 (typ.) Single Family — 5 Bedroom ., see Note 4 (typ.) F.G. EL. 34.0' See Nate 4 (typ.) Daily Flow = 110 x 5 = 550 GPD D—Box i a . .....=ti ' to Fabric Septic Tank: 556 GPD x 2007 = 1,100 GPD ;. Top El. 31.0' (Min.) — Use 7,500 Gallon H-20 Septic Tank } EL. 30.1' EL. 30.a' c oo Leaching Area 11500 Gal Nos 4: Flow Equilizers e Septic Tank Baffle As Re uired _Bot. Ft- 28.0' 550 GPD / 0.74 = 743.2 SF Required H-20 Leach Chambers Bedding, "r"s, "U"s, (5) 500 gallon Sidewall = 228 SF & eaffels ., Bottom Area = 540 SF " '``" " =*'= h' `' s=` as Per Title 5 768 SF Total Provided FOUNDATION If Encountered Remove & Replace cy Test Hole 1 EI. 24,0' BY All Unsuitable Soils Within 5' of No Water OTHERS The Outer Perimeter of The System Leaching Chamber Design: 10, Min. Groundwater ® El. 2.7' All 7es to be Schedule 40. —M rT W o se .0 G — p Use ) 500 Gal. Leaching Chambers 2i In a Washed Stone Field as Shown. Min. PROPOSED SEPTIC SYSTEM PROFILE Check: (768 x 0.74) = 568 gal -- (OK) NOT TO SCALE ' i Title: SITE PLAN Prepared By: " Prepared For: Date: JUN 6, 2005 PROPOSED SEPTIC UPGRADE Sullivan Engineering Inc. PO BOX� Martha G. Clifford AT la osterW114M/A02655. P Ravine Road Scale: As Noted N 155 Wianno Circle Plainfield, NJ 07062 0 ( BARNSTABLE, (oaty ae) , MASS, 508)428-3344 PSUePE@0o3 fax com Project #: 24041 N