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HomeMy WebLinkAbout0271 PINELEIGH PATH - Health 27'F'Pineleigh Path Osterville 070-024< e nn 0 o TOWN OF BARNSTABLE LOCATION 'S Ilf y 1�1.f!- J- !i.�— SEWAGE# 6�- C�'7 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE No. SEPTIC:TANK CAPACITY t<��CJOLEACHING FACILITY:FACILITY:(type) ---t'e&V6 I61— (size) Z-A,- NO.OF BEDROOMS "5-; df 64V-*'--(44' -e) OWNER 17- !1� ►-1 ++ti PERMIT DATE: COMPLIANCE DATE: S s Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 13.! Feet Private.Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) h( Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY CDp-1Ga21?"�C 3octw� t, iZ.cr U I I A- P g3�. `� �• i j�,to� 1' t� & —3 94*. 1 9-3 1477 ' Z B-4+ + No. � U � .. � ,. . Fee j 3 : ��; THE'dOMMONWEALTHOF'MASSACHUSETTS Entered in computer:_, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for �DiopogAr *p$tem Cori..5truction Permit Application for a Permit to Construct(•Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. �11��Q cJ� ��T� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel -`ef 6-7 0 p- CS . Installer's Name,Address, and Tel.No. G'A+"Zf"CAI *iS� -Designer's Name,Address an.d Tel.No. ✓tiny 7'1 c —9 39 " TI pe of Building: Dwelling No.of Bedrooms I �UOMS ^" ,_ Lot Size • ' w sq.ft. Garbage Grinder (A&)) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided rj(„p gpd Plan Date rwl zz, `Z_Pos Number of sheets Revision Date Title S►� �4 r. �CuT�JMOr+ W�S11 Size of Septic Tank Type of S.A.S. S-S�'w rawk S':(�Okck Description of Soil Z,ZZ� ®'Z (�l�s� Z--) A; Lti`l K O Nature of Repairs or Alterations(Answer when applicable) Date last inspected: , Agreement: The undersigned agrees to ensure the construction and mailitenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi ent ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of th. Signe Date Application Application Approved by Date ve. a Application Disapproved by: Date r� for the following reasons Permit No. L ud f-' 207 Date Issued oZ lr +4�^°dr`.-`;2.wr... :t�`�'`" ;*y "�-��'�` ``=Y +Y:+"�-.:l•.tr-•n."".-:r'F�.+'v--:"Y�'cJ".�'S1,`"�l"a`.` _.^r.v"�.+^r'=t',P`r"�"'+' .� k No. O t d�� f Fee .. ` t THEO ONWEALTH OF MASSACHUSETTS Entered in computer. t rt t;� .., USETTS Yes PUBLIC HEALTH DIVISION t7.OWN OF BARNSTABLE, MASSACH4$ETTS r Application f Ar �t pogal R�pgtem ct�ortgtructiort Permit Application for a Permit to Constr t( 'Repair O Upgrade( ) Abandon(-') l!1 Complete System ❑Individual Components 2? �Ine.1e►�h �G:�', Location Address or Lot No. �Owner's Name,Address,and Tel.No. Assessor's Map/Parcel / 6 0 'off. I ep 3 . Installer's Name,Address,and Tel.`No.fy(JA--U(A-M C4NST— �Designer's Name,Address and Tel.No. t 'lope of Building: S W A(—M S Dwelling No.of Bedrooms It CQG/Y�5 F�/ Lot Size I AtkC sq.ft. Garbage Grinder XV(3) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /' k Design Flow(min.required) 0 gpd Design flow provided S(n U 'gpd Plan: Date 2.O08 Number of sheets Revision Date i Title Size of Septic Tank lS�p (as� a Type of S.A.S. -SUS �ti� (�c,,�1y,�g � t��x4`1�,c\Ck Description of Soil Z ZZy 0-Z•" (�1�4� Z=l , (.�� v I<\`t�a`t (Grim:Z `AA l os� `a,.l �� ,_�Z • J2 (c 4 r M1 C_ Nature.of Repairs or Alterations(Answer when applicable) `Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and 1115ntenance of the afore described on-site sewage disposal system in H• accordance with the provisions of Title 5 of the Env ixe ml°Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of I 51h. Signs ,`_ Date Application Approved by Date r r Application Disapproved by: Date for the following reasons z Permit No.2 y 0 e- a77 Date Issued ;� U THE COMMONWEALTH OF MASSACHUSETTS VAL BARNSTABLE, MASSACHUSETTS • (Certificate of Compliance THIS IS TO CERTIFY,that the O-s�e Sewage Disposal System Constructed (,✓)" Repaired ( ) Upgraded ( ) Abandoned( )by / G l-�``-�� tj � CC1�-.Sr at 27 ( 1�, �2_i 4� � r�.�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Aus'- 2 07 dated Installer Designer #bedrooms Approved design flow SSrV gpd The issuance of this permit shall not be construed as a guarantee that the system will fun!ion's,Vdesigned. r Date t �� /` Inspector �'�J (k^ �) t - ------------------------------------------ No. 0 —_?d e7 Fee A ('� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwigpogal *pgtem Congtruction Permit Permission is hereby granted to Construct (� Repair ( ) Upgrade ( ) Abandon ( ) System located at 2 ( �� 2 i r� 4 0�.,.�\.P _ ►5 U��n� and as described in the above Application for Disposal System Construction Permit.The plicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Const ction)m rCi-s-peust be completed within three years of the date of it Date ��oZ U Approved by P _ MAY-16-2015 04:19 From: To:15087906304 Page:1/1 Town of Barnstable Regulatory Services i KAM Thomas F.'Geiler,Director 1 m� Public Health Division Thomas mciKean,Director 200 Main Street,Hyannis,NIA 02601 Fax 508.79a-6304 office-. 508-862-4&4 Installer di Designer Certif cation Form Date: 5 Sewage P Aermit# cW- Asses � S sor's N[*Pareel 670�6Z Des' er: Su1\+pan Cn Derr Installer: Address: _ ilk Alk SS - — Address: On 51 1�g - 'C3a��� (date) lal ; was issued a permit to install a (installer) � _based on a desiga drawn by septic system at Z � � e'ti� s (address) ll�u Cr dated Am -a (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 ofthe SAS or any vertical relocation of any component of septic system)but in accordance with State&Local C ' ns.f I revision or certified w-built by designer to follow. . ��p�;ltlllF • (Installer's Signature) o JOHNC. O•p6A o (':IV;L U3 . No 4068 ` igner's Signature) (Affix Designe 'srStamp ere) PLEASE RETUSN TO BARNS'TAHEE PUBLIC HEALTH DIVISION.CER'1'MCATE OF c CONPLIANCE wiLL NOT BE SUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE REc]cMD BY TIT BARNSTABLE PUBLIC HEALTH DMSION'MNK YOU. Q 1q"ffi Wtir/Ues Va certi&,stion Form 3-M-04.doe SARAH F. ALGER, P.C. ATTORNEYS AT LAW FIVE PARKER ROAD•POST OFFICE BOX 449 OSTERVILLE, MASSACHUSETTS•02655 TELEPHONE:508-428-8594 FACSIMILE:508-420-3162 JOHN R.ALGER Two SOUTH WATER STREET 1931-2007 NANTUCKET,MASSACHUSETTS•02554 TELEPHONE:508-228-1118 SARAH F.ALGER FACSIMILE:508-228-8004 sfa@nantucket.net January 14, 2011 Thomas A. McKean, Director Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 Re: Disposal System Construction Permit No. 2008-207 271 Pineleigh Path Osterville, Massachusetts Dear Mr. McKean: I,.-am. ':writing--,.t.o-,,confirm the=::status of the above permit, which was issued on May'- 22`; 2.0°08. The work under the above permit has not yet been done. As you khow, the legislature passed the Permit Extension Act as part of Bco pm.1'c'-'1,-g'j.sLt`at,,!,.o(Section. 173) this past summer. Dnder.i_-tre Act the perm t ia'as � it=omat�i'_'car=ly extended for two years to May 22, 2013.-! ZE • r:� ., , , d•` s � fix. The permit fits ~the definition of "approval" and meets A;time period" regiir"ement of §173 of the Act, as it s an approval that was active beween August 1.5, 2008 and August 15, 2010. As a result, the permit is 'extended by=� two years beyond its otherwise applicable expiration date, and thee:I-new i expiration date for this permit becomes May 22, 2013. Please make the appropriate notation in your file. .I,f you need anything further or have any questions, please let me know. Thank you for your attention to this matter. Sincerely, 3 —19 \ c; Mrs. John P. Birmingham, Jr.. r,�z1:;' 28{` B 'acc�n S:trEet �,.,p rr�. r,.. t ,•. a. s fbn},'''"MA V0`2�1'7.6 S+ulli:var t'Jngincering, Inc. Seven. Parker Road Ostervilfle,,,-'`Massachusetts 02655 1 r Town of Bai-nstablc i'# VP�°pINr o Department of Regulatory.Services 1 aAR,+ereace i Public Health Division Date MAOI e 200 Main Street,Hyannis MA 02601 z63p. - - Time �Z___%_ _.•� : ` Fee Pd. Date Scheduled lYI��-r 2�8 Soil Suitability Assessment for Sewage Disposal Witnessed BY:. �e5W1�C�irS ,fly Performed By: J ' LOCATION'& GENERAL INFORMATION Location Address Z71 .�I Ine.�Z��� �11 Owner's Name Oh.� o �33 Cei Address , Assessor's Map/Parcel: b 7(� =OZ y Engineer's Name Sy\\k\yen C! ivy exri NEW CONSTRUCTION ✓ REPAIR Telephone N S 08'4 Z(6-33, L�5 cLQ-r�h°� Slopes(%) �� %0 Surface Stones Land Use t i } i� D�9tartccs`froai: Open Water Body'__ tt Possible Wet Area ooi� _n Drinking Water Well 50L� It S ft Other Drainage t Prop rt Line SICCTCI:(Street name;dimensions of lots exact localiotts of test holes&pert tests,Iota"te wetlands to proximity to holes) f #271 / ., az�� i -fl .. .� INQIAN�RA11- Depth to Bedrock w— Parent material(geologic) 1 DepUr to Groundwater: Standing Water in Hole: !� +� . Weeping from Pit race �d � CEI. 2.S'��' 1,c3,t3, �o�.a,duwtiw—►+.�.,'�� _�---- Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: pq in. Depth to soil mottles: in Depth observed standing in obs.hole: .. ill. Groundwater Adjustment R Dcpth to weeping from side of obs.hole: Index Well of Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ I Time 1Z _lYJ PERCOLATION TEST Uate Observation 2 -5 Time at 9" Hole aY Time at 6" DepUr of Perc - Start Pre-soak Time©, ZS . �a-^5 Time(9"-6")1 End Pre-soak 3 "� . Rate MinAnch ~ m� r �� Site railed: Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed — Original. Public Health Division Observation Hole Data To Be Completed on Back=--------- ***If percolation test is to be conducted within 100' of wetland,you nlust first notify the Barnstable Conservation Division at least one(1)weelc prior to beginning. Q:i IEALTH/WPIPERCrORM DEEP OBSERVATION HOLE LOG hole It � ° Dcpth fium Soil Horizon Soil Texture Soil Color Soil Othcr Surface(ht.) (USDA) (Mu»soll) Mottling (StrnOlnre,Stones,iluuldcts. Cowlstenay.°1e drawl). Wes„`-y DEEP OBSERVATION BOLE LOG Hole It,� d Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency.%Gravel) Z-S ° CA DEEP OBSERVATION HOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gn:ayel) Z—� (0_� ,� 30-(Zy DEEP'OBSERVATION HOLE LOG hole#_ Depth from Soil llorizon Soil:Tcxture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency-%Gravel) 2-5. A 30 _I'Zo`` Flood Insurance AMC Map: ' Above 500 year flood boundary No_ Yes J Within 500 year boundary Nor 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 ui all areas observed throughout the area proposed for the soil absorption system? If not;what is We depth of naturally occurring pervious material? Ccrtificalion 1 certify that on I 1164 (date)1 have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 1.5.017. Signature Date � 6 s Q:1 ICA.LTI-1MPMERCPORM II E l y 6'-to2" 13 T q 6'-10Z• 212 211 210 2 . 4'-0• 4.-0. 2 yi. - 1I 1 I I I I I I I I I ON I l I I I I I I YA I I I I I I I I I I t ON I 209 202 3l (:Q�yl 208 ZQ 203 I 207 Lo 4141 lii_u S f ........ 2's• a-o" a-0. 204 205 j 206 y g_10Z• 13'--r 6'-10z' 2T-4' 4 SECOND FLOOR PLAN r -� SCALE: i. USG• .f e. info@wor 555 8TH.AVENUE SUITE 1509 t -NEW YORK, NY 10018 f• 1 04/27/05 ICLIENT REVIEW . r)FSIC.N a< .. • • - , FRAMING NOTES: Au WaadrnwwdttBBOW,a,ruamRx.Yuxu @MB40Rmildl - w0oatxWl@aClYWe1M V%eFDM1u4R@CPttar@wtl4A1aP1,AIN®tm/tetxW60W,.dPPAOY6elae .. a aPeaaef�YNle@AIR.Od®dwtieGTGM VIO.IWC18RaleMWlel,Rle Rl@IRn - • 1 tra0ae,lna®PaaMINe 9,paaT),@OYdaY0.eM@earaY.yyaGAaaPEDAlea9EPpaYp1�R0YYGIP/afl Tw,iauNaieY WPP6CIedmexD3MddiWada " . wlenaedx,lmr@WtemeWle@etl@m,r rwTMrtW @aOMme,lOn 0. ALL RAedAIMGMIla1TOW1108@WNYNOYEYl.0N.C0aalalla@OoeRNU6VEWVYILLP0Y0xd�FIW9 aj:6.w@ILL ° e Rauremoxnwaa.volNmawvaamww�ueem.mtatatamw�eeYid•anommdwndlwrvac mmR.Auo,,,.tdtmoavxmTwxvaataerAu eaYxatmeaatelxumwwrnonwRrxwR,saPulaw axmedeau000u¢rr@oun �D n amwrauaelauu@mArwuwexaw.nnoaamletamr,ewwArnRowrwwma,mmwaua otmawrr,euw rlldteeaaOapladdtlaRlleW MladleAT,@eraRlaaNALLRaaIlJdma aaaotdne,dAn®avA®.wQ¢ . IdaYW AtDaadA.aaOnlel ta,a` tl,V da ti'd > adueu RnaaAtdROR W00dA1mWLa0.YRYYa®e401rML Y11F1NNWRnIIr.IYWLL ,xY 1 me@aaaowdtstm.maddwa�uauuemewumduacmaxranaoe.,wenax@maara.ea � etawtlwmm�aedautmaea,vwmmmoelmtmmostmretdrtmn oadduu ' ,: raao,ou,.mrwrm,malnwatewrumvllame vr.om.mArWoa,voetdaavowdsmum.m n t, � nr e`al:'— "r - �� @ne.nw�+mla�on�oweawr�ax+ua�melauxaraetadmm - �, ��, .v "''�P• rn n . ��roroaerimtavwmttmwtmudewmmmm.uoTtmmaeMRmwa®mm�tt.mw . � ,n �Itoawwmewmmv.uaowatwclto.awawtoe.@owmaemueena+uammmM,�@mmen eta@n oavxd,ovna@erecnmRe,tuMloror.wTen. n �Rleanaa mnemdndorer,emdl@Itm.@,trocasRAm exaaearmduaneRaavmdawnlnox .i ' - owrtdmro,w,lr000nmrm. "` n. Rvw,mawuawarwdAuxwuuaemro.me@MuaWemawRrwom�esmAmla ; `V la RMWPNRMenWODRrwnaa,NetGL•M-nYn,•.WYm WmIdIMr MR!@M@RFNe � alaUCnw.tdllWMlYPe.TNIDWr.'.0.r.d,lowraOlBm PolluLdl®WatWlecwtDWnmlOawtlwlN@ :1 @teM1Y,ppaYYTOMPMT�eI .; - m dleaca RweaaSlr.•d,•tt'PaY WYaedem10Rwlerdtwd%exG�r M,ntIdW1A00rtIOAEaCADmAr>• . M xanP.PAltIN2n0.0aelUCaaw,06•IEOMGL•RYNOOn,W®AT 1adGHM WIwIIIDDt®W1al0a NN0. j . WOOIId,GI,YI,daI'n1R1e1111W'a1MIClM RYHOWMM®AT WOA WIM,ODWIOIOMa,Lr .. I I .. a mlm+muvaaaewn.w:tvmnemaoxw,navrx•Rv.motu.mATaonwmlau wu�wamao. 1 waa >< �umxlnenv,Mxvrddremduonv+rRrrmoruamAraoa wmaocolacawua. m P��TwwPr"vmowmla��wrwvaaatmnmwwomeaum,Moavm@Mlm�ear+mdwum - 1 _ - EXTERIOR FINISH NOTES: I 1 •: ° �'"a8��0p"'$iovort�i s�oneaoa t'iwaa�Turovd�om'Y'dro m�"loilew ' 1 ' , I, al� I' _ a RmtolrimOY6.uww.cluW n,dcldvlmdw....,mtrmuuwn� I � , � t nl �• I I ����� 1 ' x�aeadrtt�R�eu�"ordx�oonw�mm ,e.vamIm:�T"ad�oa�ra�n naT°�verrw° , I ` ----- -_---��- a coemata,r,dtldlroraawam.m@,meemmmdmmomotenntm '. _I I I I I - 1 n sorad,dmsodverdmm�Awwl,nwtmmxs@eTwmcdvunwaverlmormravmtedawA@a,m Imdnwuuawx��umwu,orurwdwlmdww@xiruaoowowewaaxoet.u®reeatm a cmI I 0node I I IrD I ® a a®awumtRroaadc,xlsmanw�mrwmww.t®+erowawmttmtwiwa.xdva .. • gROy,�gt --1 I i i wAua j 1 ____ _ r. Aum,rtao aveauulxoaxmwrmrclmtevnemowAamdv�ereeoxelwcwu,Armtarct®eaa II sF ' . I, �iD mdn�ino � I I I wnewumawmt,nwmw,vmRmimrwwuerlaeexaTwn,mamcwo+a.wrww,xac -__----- -- -----J L--_---- -+ -.- erwtmadlew'wvmrrarra lwwwatmwT,ml, - --_-- _ -1 _ .-_--T -_____--_ ,r,-- p0�vw 'iea,wuuauw wnlltwuamadmiseATA,auvmummwnsamunc ®i I .arxeaeldrmrleAme I I. I- LI eag $ ®. .., _ m - - f -- emw.uwmd,asrwutuwawmaatv�om�u@a. .:. , . r eurn@Mdu,rlmawuRmnort vrtrtewmwM�@�TPIP aa@ mm w�@voP�WaeaRidmm - ' I .I I -- vwal..n "'eaMoa'ituro°�tao"mwp.to °:°ttlaale°@analr61.10M'uo"'�NOn,w.°M�eadarwala+r ,o ' * II f I I I lets 1 18 I — Mad,®.emawlntdnt®nonnaluamnwm _ I wcan drA ---- !.L_y— 1,4,ar I �I I -f--� - nw alm@vmneR,u®radmenArrulm@IaoameaadYmndoaxRaeaRatNamnomoAtmw __ omA l I III 1 I I I��II i l ,i ec`Pow'mwaa°�wam�mmawr@�ivaet"�amtmaa11O°wae,mmm ownerwaMamaaalumarwa®I�vite . - I ' GI � 1 ' wW:rwRm rand. I I — . amwad,dardWatan�v�.x,oadonaloraamaumnaenamlao®.am,zmauleo@ ' ------------ cm J r ® 1 a Pre@.mtaai,wxorwomn�rruletutelwuam,�+mdnvv,emnmr@met�r�mmr+e ,-;� 'I - Damn moa,oua,dedummtu,asArnnmt gi rer. I I _-_ - a od,tntao.maam - 1 I I uettatr 6 PwadA00MID2 OD� I pnYalal@I) iRM I @Op%® rOdC 4 r&Sn I . tarroramdematee@trrondoarov - I ,. � a euvtmumnmumraa®our , P I AN,>nr I I Ttmlro,m.wdlm wr 1 I 4 yWON ® I t woad AW I I� aaan R I_ 4' aeaawado I � I g wRURmrd a tumnamamuelwuanwlmownuraaetdawow,wnclw®moa I _ aI eclRaua.' doomAlowadow adttm oe warm wAPa eRra, edmaawlm I Alotwneawe woad wtoelme fi a mwawa I wwuatrmlro catawanm I ,a,—__no�,, "$ �.�-;-- , 'm oduwroxlwuareve@ImAetwwrd �. vwrnm � avmtw,neamvAm@Rnlixtomt ®uxa .ta.varAavoa ,i .. - - nll,maAtea rmAu , - .__ I ex,aedarruavaroeA li � • I I.�,. '. - I - --- -- a ' n ,rovvruvnaoemunw.noe.wm,�u.w.tax-vuonawmaArommrre ' I ,- I °�s< , I" ® L&c '':>' .. ® � r i I ..a merwwme,wo@omaaoarneuaeeawuxowTmwtoneluiure @ ''�' AWvxraomw+xxa ____�. , #. i - - a vawaToxwwnaselmoltmvatdlmwmnomaaaam@ww. . tdQd d' w ®�� , ®,.. EMRYITOYETt I I I a. aawme.,..P�Pwwoar amdw'rvaPetww,ow�otoMdm..uawP@wat.eenwl:o,n.e.rrua«®.0 - I uLNJN 'm' ai -r'T`�" ® 'I �. I - - ---- '- I ,' °R g a nttmmal alPvunenrw mmruma@Mmuardrnun@wo.uwvweat�vtmww. aa. ,u lyT I� I I - GUIZINGNOTES � - �(I $I i al I � I ,, Mmm.ololenlrendmvnmrorumwuawwMaaoa'.roaadtmwa@n.w.@mmAtwan I .v rr --,♦-. tv ,1rd.ua anl'awmmatlwlwawdnntaletwenlyddimaumtwmoMamun@Mweuowma �--------------- ------------, -a. , L{ �I suneludreavoe.P,m,osr..uon,romwrwtcaalaw.awatdwade ' . ® , I , mr-" rvs +Ya}' I_ a rw+meloreaeomd®AandawdlMrwlaaweroee lowRmraurrtava - . . PLUMBINGIMECHANICAL.NOTES: .. p,"„a, ..._ ,.� •, � --.-_-• ,T� '•"„•, '- •,,,• ` .uRuce.Pew,a.�ixuadP`w.m�iaaroPwwamirmaoP�ammreeoww�arwuaeamm�.e�seaa - � -'-'1�---------��-- 4l r' - � nmeem.wsmmraam„mwm,Mora@uram,rnwcme@.IaRaarooaawmolm,ne -- r-=� -� •r �•.® +''I - I S I I I I 9 11 - 1 Tn,@s,dnoa+wease@emeraaomwawamuam,vmnwarlmttmmmeaaoanmmrte,m '. -nrpe®demnaowm@mamawalmnedwnlawoerP®rteu®IneMro@ewraenrMwmd@ i, $ i I I 1 I 'I 1.1 1 i .I a uawde,w muumd>Fov, wlrnMvwnsoRwaw,awnawaalunelavnmc«aruutsn - $ I ...' i � ,�„ .$g` 1 I I I I - ! rmdalaulrwrtAumeom.T,�rlwRumwulumr,�ewdlawwwvaAeuwnmRmm� - uteaoawrm '�° I rl�a I'1 LmNOnodewHM I I � ' 1 ,. a umom,awrwuawowmraemdutmoarnumdwwrlelwmetertvammumw�enaeum,awnr ' n w10Gwa1°t°xwiodp1Qnmt �" i 1 I I - l 1 wwwums' ..ladalwu;wmtao a „aaadonalaceraua,duwAulAeon.vowTelexarmAuvvdn vdr,tlms•,erwAr®trmnw,Am - I,00ua®mYArlox $ ^t'�'' I � $ ` I I I.I i - _ I ,rda oexet�imw�MPmi aRaM,vutoeP mPMo@nvalleaaowinloe'. �--------- -- 1 I I I I I t+ 4 a ,Imwm,tmtmedutewavxxwaexm.vlettmximtrarrnwntw.eauaww.cnYt'dlveamdaoa' . - I g I I- I I l I I "I. .. waeaew.uriwta,wolwruaeoaau.,amalmulmvn@,wemluaewacroonulmdmadwdomemm - amtxewwnxoalloe,Auca : . 6 n,otmecaM4LlGY08ILLtNORNOtulWW6Ge0lPoaY.RWBIIIdmp2dlW.MIDO wuATIdABTar - - eaeaevtw@umnaumm.uoewn@Mmawnao,wnmuarmdum.m,umta®aww. _ " � ----- I -- Itoiwarota.esmrmae,dnarxo.tcar�'wmuaalrarnnmemaw.uronm.unmsawima®n i L.ROOM REAR IIINL r<paeWddAteMMMndba ArrvwrwaaenamanrFAAr,maaumomelWowt.ee wias@ /// �� 1 @Bamawrw,atablmn.ArAiBONtmd@m.Ne merate,wLsaw�Nmw,omas ® I I T®acerAne,a,ae{dddLAImPR00>u1aM016 POOl�® �MJnm AWIMHIm / �� I a vdrtro MedOmNALLM wNCNoaN@wdaaOPlLn'Avwne Aun rwrrt® uvwlaaurrtm awrm - � I i/ - I - .. I � I . � F�, Yap ?'rI' _-sr +�•--Pa__. __-ar�-__ __-�' `�' ' ,n,ar ,rr � -+r— --t'a--•F___.-____ as—__...--_'_'_. ____.._�_ _.-_ FIRST FLOOR CONSTRUCTION PLAN � � D� /y� 1 SCALE:19••1•4r . 10 2r7�B� I a.irdogkmfthopW&� 6&B STH AVENUE SUITE 1603 L 212.2M 12 PLANS NEW YORK,NY 10013 /.2122718T19 A CLIE REVIEW_ DESIGN A - . mratew _�ICOW"tkefo% ICnnL..MGM— - -- --- _ ---- -------- —.-- DEVELOPMENT . X)WX . WINDOW SCHEDULE . __ �� • rq• woa elslm Yoo¢e me xmmNYn BlaYalm AN ' eAee Yex - + to t Allmamx w Twexr oJasn emmetwua®aromlm tm t Atmemot •m maw altun IarAm ltmm,eBl2aoNe tm , xeeLN Na aArm Nm AMtw elne M.aLffi �' Alrallel me CPTIIO® AMINO lmem MMffi to � YrRlel NBt OAM18me AMn01 Vae16 31{Mffi T' mt er Atmamol maNm nlwn --_emAm lwunlmlaamem ._._... tva � ..meaeu rwntm axJw mrAml�owaN _- __ Nmp®v TtmNm wl—1 mAmltmlm®neOm Almwn+ Tdm nxNo emAmewm®m.m.m alv � ep x tm• AInMODI iwtw atun emAm BBIYI®aBnit tt Y.mN xw nAtweta Allen Mee M.xffi - �, _, tv , YNLw+ xP aNxam Allan Mm M.aaffi . - Ioe wwNJe Awned seta M.affi - tat YNMx Awlvls wlee m.aLsn i ' µ0 B[N 0.MINa 6aTAlB:BR4 Ceb'a . - to 1 AMCOMM lBTAm NWWI®OBSAm .. e a a o .. 301 t LWIVeI CAtNI1 mA AYNNOB wleR M.Mffi- _ =12 lAilliDiMill 1x®m Al imAmm„mmoNne - ` sn, Axm118011 wMOn BBTAm tnYOIroOBI196 ', tet , AN600e1 w lLrtle 0.WW 6mAmOemtn - ANmlea mew atuxo IaalYlmatnYc ' Ble t MyPM IIBt PMxarn Amen telerB MMffi ' - � 3n, Mmll W )MW PNYD HtAm BW101�elml6 2m, 1Y1R101 GwXNb wlLn Mw4ffi � � � - 9m urlNp IGa GMINm ANgn N1010 MYLffi t JN 1,o t NnFI✓ml •m TMw PImND BmAm mnm®Oe0110 F t IMaY01 Nw fiGa 9'A AMIDn trowrele Melffi i OAww N9- Atwe10 MYLffi TtY tMtj- � Tm` I � _ Ni O eLaLN Np GNBRA ANIOn wleR M,Mffi BEDROOM e B Y L I O x ® WIAl1wMM® ., 0t 1 ANaneml w BA4m eIaYOI,I GQI�NO11�Wtm maNnMNtp .. Tm tl t AInlBBel ww 80mw BKaJma AIDWO! OIgpM no'L1miT iIL I' I k Yv I I 71 i----— w1C s®LLnmoae%B naamro sxe wmgMCAm NwswwNoeeoBPrMJ I O r10Y001W OCMNneBOMBmtltYtlalNlwflORTOPdrlOroa.0 BIA9NKOwq II urtE mA cx I BA7MROGM 2 eAIOEPBpIM1mMB xLvaro 'WIDIa160%10oplaatll IYawNL'YnOA'a11Mw•,ela4Llot�ee,n0ali cola! / IT A I _ i / _ rAa Nmtnastl i L" �L M1ty .wuurAN1® I - - II .Bw,maAaele , I ntr I CABINETRY SCHEDULE I Tq TMm FOOPI MINND ' . wee YexT I1 $ ® wAuam nm / �, w` I � �aoe.ustmro I I rsL NB Ba la L I amaewaaa y/B� a eNew rANro I m elmvw vsua® 4 m sllcwa rAN,® i toogx L9.4� I eA1KROIX.13w.a3I 1 w i i I - I oa tIJNOMIfr00 vun® I nmoetwJm ee I I I i ae i I saaoxo rLooa I -�-- F- jw® I am I Baca M BBNeas -' Iwmm mo33aaewtro aeeeelmxoaa - . ,�4 A 1 � 1.BVFAMAMAIIW aaO.A41 MOY01aMOBOA0A6,gaamA08NDe�1 MM ' • .. I a O aBMIBa YtemldYN110FlnOgB.Mn010NnORA00.Wn®YBNielWxla aNNBMY. . O Tw11ngN1Wa,aR810aeINB61wro W01101YRro[a116n PIIlxmPµDARVN1E0elltlGevelRVNnxmOl IrAmomawAxva AeLmmeamemsaramvmiseeasorNsmwexolm. �. Ttv -TTw}� Tm n•u�slearromovgnm �Iwlm - i, BEOROOfd3 T.AU lnteomeroo aNeolMmslwl®ewewJw �' ® - I e�NwTo®exam '+ser000al�,mA*aeuaeamsa•aalmaewmY� ���� I toe exorw ea SECOND FLOOR CONSTRUCTION PLAN srnt�.ua^=ra B e.Infeigbwafthmapd.Isle 6668TH AVENUE SURE MID L 212=9712 PLANS NEW K.NY 10018 f.212.2 9713 UNIS RESIDENCE 1 04127f06 CUENTREVIEW /� of NTRACTOR_ � m ew e � mwfaEIt I -- - _ — DESIGN A aes3BLilwelb DEVELOPMENT AFA 1 .2 - �G aaAP ASSESSORS REF.: LIVa `\ Map 070, Parcel 024 N/F �_� j h +y� •: V' 4 C h Y GAC Realty Trust C8'0" s 8s•36'S7" E OVERLAY DISTRICT: 4 .• :, := >..■INAP - Aquifer Protection District 285.39 FLOOD ZONE:' � ZONE: .w O t5 2Zng"�"e�boc� ' � �■ RF-1 Zone C s ' Lot 194t. I ' NI-,PROPOSED , Area (min.) 87,1200 SF(RPOD) Community Panel No. 4 3 a ._.____ ._.__.__. O �A's O .aa.■. 250001 0018 D ay: ':: .., 43,561 f SF PROPOSED PROPOSED Fron toe (min) 20 # r:- r O -eox GARAGE Ca Width min) 125' July 2, 1992 -' N �{{ 1.00+Ac o ' P�p� StA� E4 22.5 --- Setbac s: , a © 1 TANK -3 ,--- K 22.1 Side ont130' Location Map: Rear 15' Scale: 1`- 2,000'1 CL n+-4 c ,- N ICE o ' a cQi rX a OPOS�ED DWELLING PROPOSED F.F. EL. 23.5 DRIVEWAY 1 SEPTIC NOTES vy. i.Location of utilities Shown an This Plan Aw Appma.At Leant 72 He= DESIGN DATA tQ , lC M Prior to Any Bumfia a For This h4ect die Contractor Shell Umb Siogle Family-11 Rooms TH-2 0) � q V the Ralnired Notification to Dig Safe(1488-344.72331 With NO Garbpge Cmada 0 � � 2.The Contsetar is Regahed to Satire App opristePamits From Town Deity Flow-110 x 5-550 C ED ' C) Agencies For CamUBctian Defined by Ibis Plan. Septic T= 550 CRDx200%-1100 GFD 10' 3.The Water Lim Shall be Couskeded in Coomdiestim With use 1500 Callon CompmeBent Septic Tack / 100%RESERVA MIN. COMM Wadi,and Shell be is Acoadmlx Wim 248 CMR 1.00-7.00 y' M dt 310 CMR 15.00.The Wder Line Shall be Sleend Wbew Required. LEACHING AREA '01 4.Lnatall Rises to Widdn 6°ofFioished Grade(4 Requireo. w - - 15'Zoning Setback _ ___ - - - _ - . - _ _.,_ _ 5.All SInIctores Buried Throe Feet or More or Subjeax RapW S50 GPD!0.74=743 SF 2= 2.00 NG to VeNcolor T affic to be H-20 Loading.R is the Bogiaeei's Sidewall-2(12'+45)?-229 SF IBM FJ N `" 6.R System ecommen"anthatH-20Alwarysbetrawl Bottom Arm-(12'x 45')-540 SF �D i N 89°22'11" E US to be laatelled in Ammisnoe Wi91310 CMR 15.00 do 7M SF Tout Provided CB/b" 8 Cl 1.00-7.00 Latest Revision aad the Town afBalle LEACHING CHAMBER DESIGN 296.81 N e31b" 7.ABllPipm�gbe� d1S 40PVC Fnd 8.Inlet Tem Shall Bxtmd a bl'minr=of 10" All Pipes to be Schedule 40.Use N/F ' BelaavtbeFlawUne. 5.500 Gal.l.eachitClaolbmin Robert M. Birmingham, Tr. 9.An Outlet Tee Shell Rdead 14•Below the Flaw L"4 17 x 45'Washed Stone Fields a9 Shown. and Shall be limped With aGas Baffle. / rMl. / �In ANDMR Pad Pine _ IA'•W-I haeMo.e LEAC7MU amee eavreea / CAAMBPA e•Ir Lggend_ P13RC TEST:12,224 CROSS SECTION OF CHAMBER rPRPORsan Bv:3G1w aoaR BtT-SlffidVANGaOwGERINO NOT TO SCALE WnWMED BY:DONALDDBSMARAIS.RS.-TOWN OF BARNSTABLB MAY9.20D6 _ Deciduous Tree TEST HOLE-I TEST HOLB-2 TEST HOLB-3 TEST HOLE-4 ras23s EL 22A BL 22.0 BL no � ID.22A PA.al.22A . OLAYRR OI.AYBR OLAYBR 01AY13R a A LAYER 10 YR3n A LAYBR l0 Y13n A LAYBR 10 YR3n A LAYM 10 YR3A - 8-Natal�pJ VORY DARK GRAY VBRYDARKORAY VBRY CARKGRAY VERY PARK GRAY Coniferous Tree r LOAMYSAND LOAMYSAND 1.6 tRANirsArro LOAMYSAND MG BIAVUIVYRSA BLAYBRIUMn BLAYBRIOYRSa BLAYBRIOYRM GRAYISH BROWN ORAYLSH BROWN GRAYISH BROWN ORANUIR BROWN 14- LOAMYSAM 26.9 Ir [AAMYSAND 2&9 LOAMYSAtlD 20.4 LOALMAND 20.2 ® Water Gate (round) BLAYBRIOYASS BLAYBRIOYRSM BIAYBRIOYRSM BLAYM18YR54CA.ILISAO 0 Gas Gate (round) YPJ.wR9,4H BROWN YBlwmsxaaoTVN YBLLOWISl1 BRAWN YELLOWISH BROWN R T TheRL" G LOAMYSAND LOAMYSAND LOAMYSAND LOAMYSAND 3 ° k , ® IAYBR tAYBR10YR6ai CLAYBRIMM CLATURICYR" Catch Basin BROWNISITY/12Dw BROWNISITYMAJOW BROWNBHYWADW BROWNISITYBLAAW q d -� �� �01ARS O MUD.SAND M8A SAND MUD.SAND +. an,t„`.' At oa >I,.13t LOWE Iron Pipe rr PffiRCTWr 1&0 3r PI RcnaT IPA O CB/DH 2saAlioNsw eMw.3osec 2saAlwNswaMw. 1 11.1 PBRCRATB<2MUM 1'®ICRATE<2MwAN111,7 1 _0 Guy N0UKW A OUNBWATIM NO OROUNDWA -V V ItBe-eiwdRsowtRWls A91AriellsaoW TrOeSd -C}- Utility Pole ' aura.-ar (tta9Naaaae Taeoe:e►°osvefl°eS,as st nA OHW- Overhead Wires ri#aR( • ,, TR$ ]DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 25- -- Elevation Contour "»" NOT TnSCALE 33x9 Spot Shot Elevation TITLE: Site Pla n PREPARED BY.- PREPARED FOR: NOTES 1.) The property line information shown was Proposed Improvements Sullivan Engineering, Inc. compiled from available record information. S Karen Birmingham ham Cb w t g 2.) The topographic information was obtained from � APO Box 0 Town of Barnstable G.I.S., and needs to be �. { /� Path Osterviile, MA 02655 333 Eel River Road 271 Pine'el i 1 / G�tl ! confirmed by a survey prior to any construction. ry (508)428-3344 (508)428-3115 fax ..,� .f OS t ervill e, MA 0267 55 3.) The datum used is NGVD '29, a fixed mean BARNSTABL�E (OStervi/Ie) NAs , sea level datum. Draft JCD 30 0 15 30 60 120 4.) The intent of this plan is for permitting only. -.L DATE: SCALE: Review: Ps MO 22, 2�08 „=3�' 5.) This plan is only valid with an original y Prol• # 98128 stamp and signiture.