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0065 SAWMILL ROAD - Health (2)
`65 Sawmill Road_ Marstons.Mills A.= 063 057 J l FEE No. COMMONWEALTH OF MASSACHUSETTS Board of Health, '15-AlgkA MA. APPLICATION DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(' Repair( ) Upgrade( ) Abandon( ) - Ll Complete System ❑Individual Components Location 5 , Owner's Name t Map/Parcel# 3 Address Lot# Telephone# Installer's Name / / Designer's Nan-STEPHEN J. DOYLE AND ASSOCUTES Address E Address D Ao fir ,�� EAST FALMOUTH,MASSACHUSETTS 02636 Telephone# 0� c�a ys y 5' Telephone# 508/540-2534 Type of Building Lot Size A J , 119 1� sq.ft. welling- o. of Bedrooms 3 Garbage grinder ( ) bthVTr-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow(min.required) x` gpd Calculated design flow Design flow provided gpd Plan: Date ggvr, f7 Numlier of sheets Revision Date 01 -1 �f1i (o Title o= 'fl —12 Description of Soil(s) �a�... S�'3'�� Z05L.A Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation V% ?a¢' OD a . DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agr s o t to place the syste in o eration until a Certificate of Compliance has been issued by the Board of Health. Signed Date �r � Q c ns �Q No. 4 � k LALTH OFMASA04,SETTS •'`' �y4�ca !E510:'� MA' r Board of Health,., - PPI ICTI�N I� IBIS ®SDI. SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( )'Upgrade( )'"AbandonO - ❑Complete System ❑Individual Components �v w Location (�y tnN-I-L �6Z> jo >Owners lade/ ' n f, r ti Map/Parcel# Address Lot# Telephone# Installer's Name J a, �/ Designer's Nam Address //�� �� � Address 42 CANTERBURY LANE . 2&e Iwnr 'fd"t Telephone# (Jg) c�,z�� ys f s Telephone# 508/540-2534 Type�of B�lding Lot Size ���''���J sq.ft. welling- o.of Bedrooms '� Garbage grinder ( ) r-Type of Building No.of ersons Showers p ( ),Cafeteria( ) Other Fixtures pp Design Flow (min.required) gpd Calculated design flow 1 7V Design flow provided V gpd Plan: Date- Number.of sheets Revision Date ©% Title o� I —''� V . gc. y-t3-o6 Description of Soil(s) ��'."'i StZai�... /L�.l �,�' V. L.•9Gf �► f Soil Evaluator Form No. Name of Soil Evaluator L'�CC"✓_ Date of Evaluation —&P--,gf) DESCRIPTION OF REPAIRS ORALTERATIONS -^^� ' 3M ` v , The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to n t to place the system,in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date �i ,peSSt?Sns(/ CA �/ ✓ // S No. 01 FEE /— COMMONWEALTH OF MASSACHUSETTS t� Board of Health, �^►^ �✓[3��- MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System i The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at �� J „✓ .lf�.�/ /'�d. if�s13/Jnf �.1� has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.Q 0O6-0/Y dated Aff Z Approved Design Flow (gpd) Installer Designer: Pnspector: Date: -7 �/ // The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. � �/ FEE COMMONWEALTH OF MASSACHUSETTS Board of Health, AV, MA . r� DISPOSAL SYSTEM CONSTRUCTION PERMIT Permissiop is hereby granted to; Construct( ) Re,air( !Upgrade=( ) Ab iu-�5andon( ) an individual sewage disposal system at 7`I )L L / ,o / as described in the application for Disposal System Construction Permit No ' , dated Provided: Construction shall be completed vpithmithree years of the date of is p rmit./P.0cal conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date I Board of Health > � l v r Town of Barnstable Regulatory Services ; Thomas F. Geiler,Director t s�uvsrnst�. * MAM g Public Health Division Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form • Date: --P42 Sewage Permit# W4- 01 Assessor's Map\Parcel_:. 3 y�, Designer: STEPAEN J.DOILE A\D ASSOCIATFTpstafler: ��tiT✓ w 42 CANTERBURY LANE Address- EAST FALMOUTH,MASSACHUSETTSDoe 02638AddreSS' On -Z ��� :� yL:-�n � �o hi � was issued a perrrut to install a (date (installer) septic system at t-i h"-I> based on a design drawn by (address) ,4,G L! dated o (designer) I�c ify that the septic system referenced above was installed substantially according to e design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils r 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. Stripout(if required) was inspected and the soils were found satisfactory. ►►j XAAAA�� 1A OF :��py(N 0-r 1,TE i4SS4 I, 9AISTIME G I �` STEPHEN ► (Install s Signature) fAl¢NerIY ul ► w �6 a i DOYLE ► ,A �c #37559 P ♦ O FFss ! SANITRR��� r►► Su�.�� esigners' Signature) ix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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 03-09-06.doc IT DIMENSIONS: I WINDOWS: i OESGxAl10::5 I e, � GD GENERAL SPECIFICATIONS F u Ir rED =EL u,-:,ALc.-F;a,ExERs SCI�ARTC SEE .P <__S.a cA', _ NAPS -90z.FOhJ'PA(YFi a AND IF,...r'_ rPA<u l x r•sr RA IS jonx m ev oLOF. O-e-T2, uns, ,r+ .L` COASTAL HARDWARE S.m Gom:; —sc<TEEI,rHs -,I cr: j' `EwERro n — °`A D RESIDENCE FOR WALTER J. POPPER & D. FLEET HILL FLOOR SYSTEM O 11- 0 [ ,L Fn E CUT TO I' s' e0u- tEL UL s E E 4Dx WALL PANELS o- o iFF sJC S W T U. .9 OCr Lp,l,4S T 8 e S U• SD 0: 0.4 Ixi STRAPPING 0 CC E LEE G .L1, J17711-FalOc, ARCHiTECTURALS RDDHND _.. nnx xtm.,r. ..a[nn.,. E• =TUC Lfl„n, ,_.p CUT Pr E: r - U w/x a r.-. ELwnr ==wuoov:vdW ruPERE'i 4L:,_: WINDOWS iROv.'IG n.OY.EN9a!10 x_F_ G A::UIEU:::,.FL-AxD - - - - ROai DEa:S FID.IF,10 IF.-iSLASAP.91,RH,I;9_EI_ a CASELPINS xt I EOdSS NJ,",t:'G HAt:A - - - -c.,R:Y DATA-elrM a';LL;ARi omE¢store:In,..--xiERla:Sun _ _ o:,. E 1 _ - z•R;A•n a-<I:;eEA os s.T sa n uu,x:w.,a.,nuuu sr_Lvv�cnr c _F] LA.. ITIC -�111 - a'.r. .. ! Taw P.<G x I]ouAA .I 111—:R DHAwr uNn mor F t�Ua�r¢ CI AR; P„ DOORS. D o..a a .a A SLIDING GLASS DOORS n U ..A 0 9G 0 ' e�- w':G.90 SJD DUO'. •OU:D. 0 FRENCH /SA //r••••��� Oi DOORS 1 OP 10.5 AF,tOR E a10'iD T :.a ! L~' I_ C R w . ,0 OOJ. / _0\A'c ___ .LAn rtA3'r( a ` ENTRY DOOR FIA c.,D Dnnvm - ccu. hunmz v o, 9 9 a Irma:ooa, A .PllluHm�. c:u-..L�,. i— ,'zrPw oc. Rn.. oo- 3 EN,: L \w- 15 DDJat_oa4.. - 4 SECONDARY DOOP, . sYMBO'S. eLu -u..- -. -I^, rz ,+1. 1AE UETAt TOOK ICTI' 0 i CXiERIOR`� ^ =u ���5OFF a I ,:! -.ROI L.__r _ v;T10r'S �G c w..aAq EC O` C T ,IF C E .I ACR 6=O_a OtJ III DRAIFTS AS D._.R_v Ea0 OCo ABBREVIATIONS: 6 - n?6u00 H LCS U,,.>n AL ..,A.A FIGHT_Lc.r..O:I. IXIERIOR TRW I, ' •NH!O -•. ^ - SOFT7is . !UITS STEE __`___ _-TO 9.. 7 --_CT_Its S c-a vu:U LO=.1 p:R¢ ED D c �' EX7EIGOR DEIXS mA•c/ttuu.:xL' T 'LG 9D 2 IoO. ] $ 5 C-'D _.D-D&-.-E W ht_SS StELL xALI NOf .i,.'AD IT a O 1 U00: U G ¢ ' SLOG G CC- DEC"STAIR$ OLD, D I _i . B ,o rC IS na+ [ x, _ 0„9U^-DI .C..A_u CANT Bf7ETEUR STAIRS lA TOR COG CO-P\c- CEIA.'^TC ,C 'c O0 L 4E x GS LON1. UOUG U ER' Csur �iT RICO a STAIR RAILS c j . L COLA -CA D WORKING DRAWINGS j S�EDDAt 4:11LI HI r.' o G F, I¢ Rour o=^.:.c INTERIOR BALCONY RAILS . IS n• nri: OR .. SC_0 CC:. 2A:.:_PIA+ c.. E a cL sl onG G.nss noon g ENTRY_r -o c aA INTERIOR TRW c 'E t EL. TO "E rH S'._. S,.11 2cA:AOOE -1 r0 S^ -SA'LAR cnTRY LE OC.9U T S'_ D00.. F'r^ NC c 1A tr_ , .AR^ I To- _a: -zoos'O S ' c 1 TRW ACCESSORIES S., CO 1 = S E U 1 U-:'ER tn:a0a i a,. I- 7 u (0 O_rRSOCIAL CG DSO F 9 aY9 f o F�p• DISPLAY SHELWNG I GC SHE1 (= fM) Non, U U 0 E ED 2 UPPCR Lfl_.FLCOR�:tA n:. ®i�TT�CONTRACT _� PLANS Y H 913(„ p(7�aj PASSAGEDOORS i Hl. so. Ll r- supra ouc O. `PLACE c r°G zoo °0- e eAV ILEA MS c c 1 3 Roo-Rosi c a:•rRAu rv, L.1. DECK HOUSE /'e INiEPoOR DDDR NARDWARc DOl 10c-(' FI WI, T.. 00 1 iG Cl/ @.J`9 LLi I E -I THITHOUR.I.I S G.. ED. G U JJARC T. V 1 4 ROO.:RAI'e.G-_A:. 9 /I I ) �1 A CO`VE..I ir[ DU EO( Si. GR. D C. C C IF VEATCAL G 5'.' / I, a/" // B DERS /S/<FOA,.. 1.< j om Pm _-- mDaA^ -"EF. C PURCHASER' =FISH 1„x HO? -v0;O.iA_ �. �S R 0\R E`ER / . E,G;: DR "/D =`" 6 OFFICER: I ACORN YENT SPACERS BALDING WE CDMPLUNT' FLOOR AND FRAMING LUMBER GRAD_ I DETAIL SHEETS �CaP/RIGHT'w)EC R NDusE.LLc. FLAUS FOR,1xi5 2UIL011:0 xA:c"=EEL. S.AAD HCAUEP.S U-rL00R FRAu,:;G A:.P. I _G _ ACORN A or EO L':[OVPLIA:;_x':IR Ixr CE9:.:,CRI:T.RiA RrJ<F.S 0'RUo-iRAu!::G S4�:'cE!1[U-n4 xC._- 9J0 wd::SiRL`i.FCIU,:.I.^�IPIi< MAS STALE e4TL0u:0 CODE.IT IS 1NE DR DETfi'A/A ATU.0 I FI,a¢.'.0 P9 a:0 C a FLOOR FRA^¢NG C-,n._a A ORNE: EPO::SwLRI' -CHIT"=L: ,Oxf,C'n TO I:On�v t.JGD.000 P9 FOR EWIVALNI Sic:xwir.uC a,un LOCAL Auum^�n'i9 10 ..-•, WALTER Ja POPPER i 0.FLEET HILL Sn 13 GUI —1O HK PREPARAnuN a.11T.. J14 LA -L)STAUS 1H11 9E 00'JCLAS-(vx xin, 16 -ROC:'T,:AAJn;DEI nIL] EASTIAM,MA nsUUF•U s:r:vnxx, Ecnr.::ICAc. ;,,a PUO P9 All E! ,.n uia]�F :cAL.AID e.1 THE rERr 9.tTOP,L IS._• («CCuVALENT).zc-r HOUSE AREAS -AL.AID 9Y THE 9amfe rat APPRGVA; La:u AU,HnRT!_' , eEAzS SHALL EE[XU IA—LARCH HI.±ntt FINISHED LIVING AREA: 5oC c u rU IF P)S P9 A,*E c'1.6O.v PS NTPF LE\EL i' INDE% TOR ICWIv,LLr!i;:. FINISHED`,I LE\,L J'. IF ROTA:.FINISHED I1lA Sc PANE' LAYOUT OTHER USc`UL SPACES: 1,_/DE :R DESIGN LOADS L s/Os/Ds uR/J: g�23/OEMR/ter - '=1On0 DEAD Lo:,C DN(Ir:-Irn I LRR LE\£•_ 9r ELC v:.i101:5 AT11C N STORAGE AREAS O S.- p _-- 1 P -r"J..:t L.P,ar.n_ - CO3£RED ONE - IFGC V,Jr ]0 FTr 19 PST `•I CFE. 6 P - -N PoSC t SIR s- CUSTOM COUNTRY RIGHT= HOUSE - I ._a. A., v T.1L(11HER sF ty P;. TOTAL AL AREAS 4110 SP j 1 80 d'1:a+'ETSH011 !ARCHTRZTMA I INSULATION STANDARDS ENERGY CONSERVATION DATA HVAC RECOMMENDATIONS .S=E S 11.'L'I:.r T__UEIA!_BO: TH ,1.LULTC_51�O`-S R -ER C:TIatc 11 R GR - 0 '0Li 0 R17 11, STANDARD ROOF f T PLAN SYMBOLS P.?R n�TC r__—� _./ C T S' P O 0' SKYUGH' FEIU a s 5 EQUIPMENT SIZING U.c' f'f GU V 2B'F OR BOO R S / ._! .5 AG A 0 :'LF) 2.�U.c..n cwo.FPi(s^n.R I a Y:1HY__r!E: ' ETURn GRILLE AIR V_LOCIT!E' SE.LEII",Rn __I' - - - .50 F.-^=,.-!. son e. .. _ REGISTER LOCATIONS .• . GisTRFBUT•SUPPLY REG!sTERS ARoul:'v R+cT FFE-A c/IF-Jr• TH.- ilr<'ni�o He NEUTaAL¢: " II A LI�RCE 0� LCSSSEa OR GAINS STANDARD W7NOOW saLA.=,lug.=TYPICALLYR:oUIR_ i l::_OSA o_ A:�"LU_ _- �• ME SIPPLY REL151ER PER18aY LD S S E / OT ry -E C rO CELr.G (. JO t,s ri:pA1^BOTAP- 5. CEE L UR , SOS aL FI. .. �PVL_a eY AaoR. `r WALL WITH FOAM !.- o - a G:'E>"Pa B RC a (GELS'+ _ OO1110 n IP FIAT I'll S .. SOP 0 ES P EI(al RETURN fAILLxS O f 5 } _D EE GLASS 10 NO U S -BATHRO OI. I 0 _ 0 L u KITCHENS C 0 AR TO AIR HEAT SL'LSHI 3 L;.. fLCOR - LGC7r. k. Ou:"RC y „_a-HL EX- i5 u_ - Ar BO..RC U PFOPCR O'. CANRLEVEP, A INSULATION OF DUCTS IN - Y ILS77Look UNHEATED SPACES n CF'TS I:1 EA_a ATTICS CR 0 n R SO _ DUCTS +.. "e;aORRC 0R i rOOC I IM - vCTA-—1,SECTION BASEMENT WALL rR_;},; 7 SLAB ON GRADE IR-;az Eoccl: L a S T. s L R Ca c 'LC 0 C aTP,_r. PAR r s a r.su! A s_..=_ u_ .;..:Cat_C!L'A_r: c.._-R��_n MA_ A_. Ex IPL'DEO POLYSTYPEHE "I'11"l ED P,_ --PS ou:,U oE&UID-F_TIR,S -AE P GL OP.. 'IE. Ci�Lcr_ I L oU 'Gn "I"_ '\..�i} Y RAC pp-ry'9y AN ULE S �/1, S I, I a� K HOSE � I BASEMEN'SLAB L (' y q; U GF A .A. r PURCHASER �! .,'I ZO P._rtTIP.E P A. n G-AII PUyE1H'lLE1!_Lr P-D � I'ii_ R_ ,TO VAPOR BARRIER u:1•r:,L'_ - �COPfRiGM a OECR-SE nx. ACORN:.Dssal:of o:c HouSE.Irx. I nsO 1^uu sreCn .E A oRHa: o WALTER J.POPPER B D.FLEET HILL`S EASTHAM,MA FLOOP I I/ A DUCT! Zr! .:R AX. ENERGY DATA FRAUE I __ oavwA" 8/17/L5 PR = �.I s/OslOS UR/.P 0/Z3/05 MR/Jr IV— q DUCT SOfFIT;EE_na.: - ' Ec.:. CUSTOM COUNTRY HOUSE �� .951ou GENERA:,:Oi_.B-1,PAL:IA Ei:RR1AR w - . - wE1:5n:1:.Illrs.EUSAW 1t:U:CF-:iP -- - Era'r o11: -urc:rl n er Irou" __--FIL aACE IA _ _ !1 M11G_aurt:50::INRICATES TBE.PEh1-IlR U 11 oF.E550RE TREATER SI_:.All BB xOR Cr__ARDV:.T� Uf FMID-11ON I"- OR;5 PE=IRCFI RU!LR1Od RU:ELE:.10 PROYRE AREO'JgII lrBTU.no:T AS PG \ Due IULDINv coc-=_. DBL 2%6 SILL TIPICAL xoulova:1S An%cx:R toT�� SINGL'2%10 SILL g FULL HGT WALLS,(UNLESS PRecn ro" \ NOTED OTHERWSE)ALL SILLS TO BE PRESSURE 'POST"!, -. TREATED k SUPPLED IN 12'k 16'STOCK _- svD„xaooxl:ro a `-�� \C % v:T A:"-,,,tR'DRt; LENGTHS.BUILDER TO USE SHORTST LEKGIHS 1 �..- SUPPLIED L 11.1 AVAILABLE. B.B. ( 1 1 n .n OCISO c 51Rx^. RE CR-CAL AM ARE —COD FOR r< l-AA,C:AS C11.EOE UQIR BASC Wr ORxAT O!Ory PAGE IA NISCi. —oUJDL — / (i)2V.R.P.TO CUJ •RSnh ANCHO.U WS AREA.. RE I I I X\` HOWN DETAIL ROUIRRR9RFTO. LDO ECAL' D- sur IDRU-E /0 RlAlt x' ROVAC..^TD ns':•—,, ;.Z,.ecu.� P2` � j �!� r 1 oo- rPl EJ a loc .D D nLRs. P.:,�.- r^/Rr,:Ev s ROT^ti ()DRtllE.TO RIM.el 3'TO DR"' u �� 1 .I iwuuaa R LR RE �Rco;ci-FOR-JmsE si R c o TO r,suPPuER — IN�tA._U 9`elOr. Ei OP CO^U':•Is PWinJ - OR'TFz 'f c roc- e� ae c pu -I ( ACEBj/ \rtTC"'tr<-SlA9 Y I \,/� C Cl\ ^i Y-• F y I DECK HOUSE,�� ��„ !C j. �\ .—��'-� r.l,;l s' V r�iJFll:f"I ! ASER P _ ——— )FFiC :�, ' --- —j E --- ' — ,, BEIE1,11BER ET 'IRo;yEt'k«X0115- ACORNF Rrrs:a a R AR c ne.a zsc_oAv.-. WALTER J.POPPER k D.FLEES HILL EASTHAM,MA FOUNDATION PLAN SCALED TO FIT 6/23/05 AWR/d-, CUSTOM COUNTRY HOUSE 3I OV ..u.. E, ° P.. BE I'll-L 2 EEL� ° 1 -_ 'l -. Eh' DU a �i - / .D- _tit, (l ( 1 9 _ L S.I e50 DE.'D e% c_ �Et.v uEA, c —� \s,.. r ..ca4 .�s_r I. v,r.c I P.aeP rr`• ca......_ L : ];D at.. LON s,:. -_ nA. J',ae c xn_.. cR.0 f \. - DA,=PRDDErJ _ U ' y llt I ;zE DEL-At I 'III \ A F:D 'Do � III �IIr_ rDD Lr Pa: 0. ��� D s aE PI D D ORu•rr w.OYY.t ul. I .;I OU.Dl10,,n>LL !\ ! a OW.... I � \ - l% znD�CDr 0 _ Lac„ D j - J DG. ,G n s _!S I _ i ,:PDE a B. 1�_., o S ':M `I iC0.D10R �I jl—:: o : _ V' aGC, III ]. a wFEE le gIUE D a j �I BFEV Ell P 5, 4 oD SRDG� _ BE =. °o :�1,• i _/ 1 S I U G- ,.nU Ir C4R cr F.L. DOEWra,nG..,a�, — _. a.,,r;,,_L .LOD�.A,. = �.� •I _ _ I s �. On �l Lwu1 L_ .1 �i "L .. ... ua' �Im III1h EBES -vnro.PenRR nnE Gu4R e Brat „I — . rLr.R F„s4:—� �olll II;Ir: '',IIII fs. rD mJ`DE na�r,zE nG rtD'. i ._.Fj 111,11- II G _� r rP A9R muG.n v - FE_ a. flRD:J'Dfl r.. ,:ra _ 1 �� !�_SONRY ENTRI i.\ `' R r P '.R Q:IDLY Sa.ELF-U. J,. rDDI.: fM1UI:. �„4 ( F0.1',RUJEU PD.Y.r,6%r. r0U'.JA10l.ORR r.;.G OEPEr.J.; c n,ur U:R Er'i;SL._ SN Lc'Cr.50..CO'r0'IOt., 2D A rOJ IF F L A M :,:6010 G DRU U FOUNDATION WALL a.a�a. FOUNDATION WALL O,�LO.Dir. SEE a jS D - ti. 17 s .:a4 i L.Lr`wuvr v^• 4.. j 3 EJ \K, 6w j III FIELDS. Cx IS— r.�or \ c DE /� L ro a yrSl .m.ra. cur.G — 4' P. '�� : - - .�� /' _ BULL t [ SR - 4 .: 3k.i1 fi \ p BE El A _ `I '�� \�.\ I: DR OD RACa -1,11Du ��/I� / \ / 1-111VI LA.. ; ' C i I ME_ \ W 20 r. _. u D/\� �FOR.3E..El BA•. aN aL I` p y B BEAM POCKET BEAM POCKET °,R C COLUMN ac ro. \ _ ` �.�r SChU In:LCLr'mcrz V� DEC on. x zO �r` `� r r. c. OOo4�, pp D .sx aLM- iH�a PURCHASER: AI EDFFICER: M �;a,e E '-- — _ yy. SD^dGM ECK OU L c:r,Dl 1A- ] 5 !)P„]):r Pmt AncxOF ��Y� n e I IL _ �— ,I, ACORN a an BE c D AFE'Eu e�M e,am. � vwLL n - a 4 5 PSI I,I1�)(I WALTER J.POPPER k D.FLEET HILL E L..CEwr c m:[ L nor nRw=rc rxxaw — / AL EASTHAM•MA �� 'EAT Eu DR y J S S�GC ArW j `l.`_' nn G a_SE w.cOL� i'I FOUNDATION'DETAILS E PIEB—D .w a .. .,n- O _ 1 a'. �.'s Lam'. AS NOTED s .r cE...,c. wE.:s:Ecr.L u„O rN � o.,..r,c_ a_ OA.: Ev u,r - L,.R LI:— � D..^]6:Lx .R.. �i l� 0/17105 r. LEE ABID All EBEAS_L - F."I FBRZIIII�I rn.n r - cRR t ;rD'P / _ 8/23/05 MR/JFALL I i ,s w ;xr„w e D ' , .., POST tANCHOR kT I ,SLAB — FOOTING DOOR IN FOUNDATIONCUSTOM COUNTRY HOUSE WALL I rD wL. IPA ;u #3180 j 1A . & -OWH:RW.u' a DRrv:nL SN::•._-EflAl':BUR YALEs!:-LC reroosr I Dooe.ss S. -BOLARN�".sE D.E 'L P4 AUS-!1 MOM MrOU AH ICAIM INATED E-Au➢USESul ilI'S mC A=- I—A"BL:veBE. M1CIX+:I?Lrou:•_Un�r+- SS _S G.C"E_ i.EH_..... 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I- WALTER J.PDPPER&D.FLEET HILL EASTHAM.MA ,s PIP; _ ENTRY LEVEL PLAN ;Rloa� rr ISP —_ SCALED 10 FIT 1/12/05 PP. Su EIAIF ' 5/`/OS'� s/�%DTE Mft/JF e,.MAKING LAID rL.; -- A WALL C� STAIP, CUSTOM COUNTRY HOUSE #315a conI.im It - -nooa Frsewrz e I—A.-s'I sEE c.ur.Boa: Ac c I -e..:Dps BUD,'EEE DCUI'.BGG:PAC LIC-:eF -Ed A?lux:£=OCTAL DOC':PAi S L3--'0i -rAVPa:Er:12 SEC E11Ac a -L5A Now Mom A1xumt INALC EE'AUS USEU u!p S-SE A' wmE. Ac v.¢oau ou.uD=*a CIAL`nar e_Cxaa-D v1 ARss x'aEaE m«_Is rm Dr:DEa IFE e-Au.. - .-HAA-1�xtiw 3/r�A It a'-n' cro's!oE, orsOltu -E[:i�:i-I/Lie._ III I.1E OCT. SABA UIIE Ai[YIieIDS W, IIUICFLe Goa FACED URElUew-INSULRIINI NPPII:n EI —e I1 al DUILD-IsS-DEIAr_ -a) —IYDICAL�Sm.Pau'a lat-ENLDEa) n 31D[P IO 1EI*10 DCIAILD CADIIIEI DRA-GI ,GDR —' - FIII:AL r:UUICI:r:DAII 1.—F.1-1—a AIYIUI'.; mc.na:_.AN;RL AID PAEDDmIs. iACia?';-E Ai SiA6.iD eE I:RIaI,_I[p PHI@:H iCl— >uu aasH. tr-Ha? ——— -- icEn ,L 11-1—DINI 'u.. 161 li �) i< I [ -11 R'Ll ETLcU E DICOI!'.Ul. 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S WALTER J.POPPER k D.FLEET HILL} I I I EASTHAM•IAA UPPER LEVEL PLAN SCALED TO FIT B/2/OS Y.RJS CUSTOM COUNTRY HOUSE r,J i uv i T i (i) A"a -1 a Clang GPEl:ln1 0..... L:e'���•n: - GLASS NOTE? w:::CorS i DODR;11�u,Lavae u: G-S: 'lrr D BO W InE' L_CAna.—11 -B U a':. m:. .P.•ACMD E7 rep T slmru[o IL='.G'x r w.DE Foes. FlEF4ET,.e .,4 15 IS,',u.,_a SE—A vn Dov:. SCLAD WINDOW/DOOR Tldk. ¢oAA �L 0 A Sll T U r G D C LAY % L 1EF"G!L v — Ia - r' 3 i9 III BP AC: ..0 RffO 5 .1-1 P3 5 P 4 iF OE ;S LABBI,AS III f' L, _- C s- C r c na: 0�9D.fc U A. 1 _ — 0/ OP E Eai'D C E PL / - i� v FR sGR E Doox o G. sU. ].D i LU k LED BY BLDP. oprlff �—) J� ) \ 1 a/ W�cODtcE i1 :R4\!E vv)(1±g:RRW:LO Ra P.CWiF.w.E Ctl a T0 P=l D OC / / d EiL uD "I" h QD i� ) ' r0:.cr = D L D sn VE [.:au D L ALL E i D E r r?owvEe. f1__ __ am :fa-.ca .anEL.fF D u. 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P Ol- EASTHAM. 4 U T'- - eI WALTER J.POPPER k D.F=HILL W Rxn L - MA a _ ELlTP / I L FAR L RIGHT ELEVATIONS _ " ^r_IMF) 'Dc R NS SCALED TO FLT tLEVA /��I /1/�,�/\��� __ •AnLr:A I I j nnswC T�ON �/ _— xis __--_ V or'a SrHIJ a/23/OSMR/F `/ ——————————————— I .�I 5/+1/OiP I I I I I - I � —— ——___— - __——____ CUSTOM COUNTRY HOUSE. -- I ----- RIGHT ELEVATION (WEST) �+` �" FUOOR AND FRAYING LUMBER GRADE' 41-ANJ egAD-3 C FlOOB FRAMING um or 0'RDU"rRAN By AI p J. e,o-Sso, 'J- . III 0,000 PSI(M ELUI—Euli A- Aw A—U KAIS S u R Y't- 217 ELA.-4A,./ E]GUUGLA.,f l C.' 0.:L e G 6G0 I IC C T, SO—?is, > /�3'.e.ON.B. j ( �l, s (.E MS) ! A 5 11 7. r,_ ;Pore --\.-:GAr caw._ I a.riE x.•x rN Ea I <_>r,c_:anr<,.4L I—I IAA.:(s�tu) i U 2 01 '' ?: 4?'0"' G;ifl[IDRI'-BULI 5]AG ID'c IvS,—,PRIG.10 iiI:IRA-1—x i I �'\�Ie.10':i B:' —��; 1 G;?BIRA p0.WALL:INISM. 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B;t/;^5 e•R s m.;ms llR!r B/-/OS MP/Jc 5/tl/OS PR/AI'n ''� :•-s''s` FUTURE HONE C•;.) s __I ont� EXERCISE RECREATION THEATER (eY em=..i .mo PRE.mn CUSTOM COUNTRY HOUSE SECTION B—B FLOM AND FRMNG LUMBER GRAD-- -'s AND PrIBEFS I"DD.m—ND A,:, RAF cFB OF BOLE FRAMINC BIL11 BE t::. OR BE, FI,OT"I pSi AN Ef IEODDI ls OR E."AlE,V PS' HAlls DINAU,E-�—11-lip Brt (OR E—AILE:lil 21-15 ECLS'AS r'l-_-CN t c.2 A NMN-1�I IRI AND L D OUD PSI bl!I/BlAIN EA'— cI -------- Cl I LAN 44C k STDIS To CR,EE AS PIREU, BUILDER TO ELPIV OETA_L IABOF Al IEIR BY. BE TO MLI ia CAP -7 61 31.io. 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Ii ,Wino£➢BY BNLBFF s .. ED 7'WLTUR-O STONE EREFT B RBC RS 150 I �! L ATCR µ5 D;iAILi k LABOR u PELRRRC :'fl 0 EP S.A. - I I,a - ii - I6 GBEu`MSEAOER RSPLACCSC T W PITE(K CP.EF0 P - - Poo I -� ]w • �A RN TO w LY PAt1EL rI O NOR.1 B-IF ) { 11 IFAA t'/' II "�. I I BULi11I k RA RP(2)2i1 D.—A'Ol _ ` I idtF]HtP.D0 IIOT OWi P ,\ S I ry � A FP A IObI� E} �}� E} ©ACORN TO SUPPLY HALL P( /RO FM:;;1d L (I' ENTRt'LE\_L .—. _ FREN6f FOUR.t0004 wPP IEB 1C052 FOP CHIP TOIT s. FOP.PANELS Cj SEE Cyv I I BOTEDER TOF RR: L G`BE=t SHE / 2 '- 1/2 + ELEVATION OA SCRCEN r Rw 6EE E!Evenml A Tws PAc co 1 I ! AcoRu TO MM`T, A.PD)A. sLne.Ao cm TO LTALLE SUTRNNJ it—TO BE wrPL]EB II \ NS LLED BY BUIft.BElc z Ca,ff S Pd S RE'A'B/.,SET. I 43rc9Rn TO 9611.tt BLoaulc ON[DOEMD c('t STRAP COINER LE\4L_ —xArLln¢ _ I REAR ELEVATION (SOUTH) s G 0 AC PL/.F I /I I10]mn OUS PU1E F 3 y u PANEE C t , y A OU8E, LLC �14 3N+101e BEAN b 8 POST PLA TRIED PIN] e FJURGhiRge,rrf:___� ' e ND 150 f I e. UPPER LEAL 3 ' O I a I> �F'--\ I .S Tso --1`CO%R'GIR by BECK HOUSE LLL I -:, i o<I smA= ACORNA RIOD O RE HB_LLc t ' � Igo roe e ,..CN. TO,II nREo+c 1 s. t ] WALIER J.POPPER&D.FLEET F11LL i ulRils•O1 I °°rn I 2 n� EASTHAM MA Ell Q REAR k RIGHT PANEL ELEVATION': 1 °'I I T 'I r I Y ENTRY lEl_f1081� i SCALED ITD FlT ,b %s— -- _ J a I's! __ ______— e'^a G5 uPAJF _-g I I I I I la i' — _._ LOYE_IEVEL CUSTOM COUNTRY H4)USE --____—__— --- ---------------_—_� I --- —————————————— RIGHT ELEVATION (WEST) o. #3180 3 5 I.1 i �A t 7owh OFBarnstable px oN FILE Department of Health,Safety,and Environmental Services Aff"% Public Health Division Date S\ 367 Main Strcct.Ilyannis MA 02601 • aAa7frAaY. 4t 0 ~��►�f Date Scheduled lob'o. aoc)() Time t 0 Fee Pd. MAP PARCEL 'L�.5-_L----^� Soil Suitability Assessment for Selvage Disposal tty s Witnessed By. LOT Performed LOCATION&GENERAL INFORMATION Location Address b (Lwv11(` Owner's Nansc k'rSftVV ^Aa( i (S C Address Assessor's Map/Parcel. M�J r I Enginee+'s None NEW C-ONSTRUCTIONt REPAIR Telephone Land llse {ReJlf�`(� Skq"(°:)0:jc Swfacc Stones Dislances from: Open Water Body-W-+ -n Possible Wet Area �R Drinking Water Well 611k7 A 7—'— Drainage Way It PropertyLine 3_tt Olt., R SKETCH:(Street name,dimensions of lot,exact locations of tut holes&perc less,locate wetlands in proximity to holes) ✓v Q v Parent material(geologic)w`U—'q n Depth to Bcdsock 30 o{ Depth to Groundwatcr. Slandme Water in Hole: Weeping from Pit Face No N`r— Estimated Seasonal High Groundwater So DET k RMINATION FOR SEASONAL HIGH WATER TABLE Method used: N Depth Observed standing in obs.tole: in. Depth to soil mottles in Depth to weeping trim side of obs.hok: in. Groundwatcr Adjustment R. Index Well S Reading Dale: hd"Well kvcl Adt faclor Adj.Groundwatcr Level_ PERCOLATION TEST Date Timr/0 0 Observation Hole It Time at 9" (W,,o Depth of Pcrc I I toDtt -1 Time at 6" Start Pre-soak Time G� 6/0A) &M I'v Time(9"-6") End Pre-soak wtI R M+whica� tW4UA�W ,r FWcMin,'Inch Va `*-(j QA 6mto /YYY"���1" Site Suitability Assessment Site Passed _ Site Failed: Additional Testing Needed(YtN) Original- Puhtic Health Division Observation Hole D:tt:i To Be Completed on Back—j Coon Applicant DEEP:OBSERVATION 110a LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulderes. U Z n i tencv ° ravel � tOnC� .5�'2 3/2_ lv Am S'Y2 2'5 r 'J� 'Li Fw-e�L„m IofjZCIL Noru `f lbc� toys- C In.C. %j,d DEEP OBSERVATION:HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(:n.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. �Z C n i tent % ravel �6 y s� Flood Insurance Rate Man - ----- - -- Above 500 year flood boundary No_ Yes 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? \ —e If not,what is the depth of naturally occurring pervious material? Certification I certify ° that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Z) �e vv-�. � t e �� �� c> .� � Vi a �\ IV Tc 7 Top Foundation EleY 10 0' Mystic Finish Grade El 102Y 1/B" to 1/2" ftsbed Stone 0 8" 7Wok Lake • LOCUS 98.Pi 776" 6" l 111 l l 111 l ! l ! 111 6„// / 1, FYnish Grade EL 99:t 9B.74' 7T 6„ 1 12.83 q� 0"Die. �� 0 Dia. / Foundation INV EL 0 RlsEF'c Design By Others 99.,25 RISER -I .... 5' 9B.0' 34" a. •••d o �• 24" INV EL � Middle 10;Min. r4" INV EL sump NV EL 95.17' M M_ 58" INV EL " "� �--- INV EL 96.00 , s/4 - 1 1/2 Washed stone , 98.45' Below Row Ltne 98.20' 96.20 •B"stone. 4 4 Liquid Laves 4B" Number of Trenches 1 • Number of Chambers - 2 4 HOLE DISTRIBUTION BOX 25' -►1 � PROPOSED LEACH TRENCH -- END VIEW N.T.S. , PROPOSED LEACH TRENCH Install Two 500 Gallon Units 1500 GALLON SEPTIC TANK with Four Feet of Stone at Sides and Ends 98 Bottom of Deep Observation Hole El. 88 LOCUS ADDRESS- # 65 SAWMILL ROAD / X LOCUS IS NOT IN A FLOOD HAZARD ZONE 1500 GALLON REINFORCED CONCRETE SEPTIC TANK / High Ground Water <Ele v 50' (Mystic Lake) ASSESSORS MAP 63 LOT 57 Minimum Construction Materials Per 310CMR 15.226(2) Strip--out Note: REFERENCE SUBDIVISION PLAN.- Tees shall be constructed of Schedule 44 PVC and shall extend a Remove all unsuitable material 5 around SAS LAND COURT CASE 3075iF minimum of 6" above the flow line of the septic tank and be on down to the "C" layer and replace with clean the centerline of the septic tank located directly under the / granular sand per 310 CMR 15.255 (3), (4), (5). REFERENCE C.ERT 168689 clean--out manhole. / and (6). ZONING DISTRICT RF The inlet pipe elevation shall be no less than 2 nor more than 3" 98 BUILDING SETBACKS.- above the invert elevation of the outlet pipe. �Sy� s 98 \ -- FRONT 30' Septic tank shall be installed level and true to grade on a level, e- SIDE & REAR 15' stable base that has been mechanically compacted and on which / OVERLAY DISTRICT GP 6" of crushed stone has been placed to ensure stability and �� \ \ 96 to prevent settling. 94 Septic tank shall have a minimum cover of 9': Two 20 manholes with readily removable impermeable covers of durable material shall be provided with access ports. \ j The outlet tee shall be equipped with gas baffle. \ 6 / / L0T 3 54.4' 102`5 ProposedSAS Zren 45 2400 PRECAST REINFORCED CONCRETE DISTRIBUTION BOX ' Install on a level base 4 Minimum wall thickness - 2„ ,�P / �` Proposed \` Garage � Minimum inside dimension -- 12" 102 Outlet inverts shall be equal to each other and at ��v k 4, s'2 minimum below inlet invert. The distribution lines from the distribution box shall all have equal inverts as determined by flooding the distribution box to 0 1oi' ,P, / the height of 4h•e distribution line invert after all lines have been sealed in place. r Invert adjustments shall be made b fillip with durable and E�sNG 7'e' I .Y �`' / POURED CONC � e material permanently fastened to the line or Fb nondeformabl m p y equal i 0.F = 10Ereconstructing the lines until all inverts are of elevation. 100 �- !rTposed � A�, 1►00 / a 1500 Ga.,Vdv, O�tips� \ / / 94 Septic, Tank 100.a00 ' Y l 2 / / water servige / Existing / I / Pa vement / 103 / 476 y / / / GRAPHIC SCALE 02 / 96 / zo o to 40 ao ao 1z4 4 o- Design Da ta: srl 0V / Three Bedroom = 3 X 110 gpd 330 gpd Required Flow / lax 4' ( IN FEET ) No Garbage Disposal x ' / i inch = 20 ft, Use: Chamber Trench 251 x 12.83'W x 2' Eff/Depth GENERAL CONSTRUCTION NOTES / /l j25' + 25' + 12.83 + 12.831 x 2.0 - 151 1. All the workmanship and materials shall conform to R E:P Title 5 25' x 12.83 = 320 and the Town of Barnstable rules and regulations for the subsurface 471 x 0. 74 = 348 GPD Total Design Flow disposal of sewage. 2. At least one access port over tank tees shall be accessible within 6 of finish grade, with any remaining access ports brought Soil Log P9885 to within 6» of finish grade. / 3. All components of the sanitary system shall be capable of 102 Test Date: 11--20--00 withstanding H 10 loading unless they are under or within 10 ft / of drives or parking. H-20 load ing shall be used under or within ( / 98 Soil Evaluator.- A. Ojala 10 ft of drives or parking unless noted. Plastic equals may be / used in lieu of all recast units ( / 4. The exca va tor/on tractor shall verify the location of all site / Pero Rate; <2 Min inch Pero Rate: <2 Min Inch utilities prior to any excavation, and shall be responsible for 102 / / Sz to Pla a Land / all .matters relating to electric easements. 10 / Prepared For. TP 1 EL 99 TP 2 El 99' 5. Sewer pipes shall be 4» Schedule 40 PVC laid at a min. 0.02 slope. / O„ 0„ Hyd Spin.6 Any masonry units used to bring covers to grade shall be ,. B .• / 1.�.� c� Z 1'a S C Z,Z 1 Z Syr 3/2 »O Syr 3/2 mortared in place. 100 i 10,2.18 / In O I.Datum. a NG _ 2 2 7 Finish , grade shall have a minimum slope of 0.02 ft per foot. VA »A„ 8. The exca va for/contractor shall contact Doyle & Assoc. ` p // / AfarStons Mills, MaSSa eb use t tS A Loam L. Loam 5r2.51 5yr2.5/1 / •�' / 24 hours prior to system installation inspection. / Scale: 1" = -20' Date: April 23, 2006 "E" Fine Sand IOyr 6/2 » "E" .Fine Sand 107.r 6/2 �, / Prepared By.• 4 ¢ Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 „ » „ Telephone: 5081540--253.4 l B SILO 10YR 5/6 B S/Loam IOYR 5/6 4 Strip-out Note.• �.....� 40 s' of��� �� R vi s o n .�I o c Remove all unsuitable material 5 around SAS d �iK s down to the »C" layer and replace with clean ��L�µ OfMAs� `��aP��sTERFo granular sand per 310 CMR 15.255 (3), (4), (5) � q� sTEPHEN „ » and (6). Zid CHRISTiNE yG .4 J. N Mad. ✓+ 1tiled. v�I= � DO C C o FAIRNENY. 5 .5 6 6 . .. . s 2 2.5 6 6 ass Course Sand J' / Course Sand .Y / �t`IO.F� 926 » » ISITT ►�tq Su,' ��y�r• No Water Encountered 132 No Water Encountered 1,20TVV r SRNITAR�P�� DATE DESCRIPTION T I