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HomeMy WebLinkAbout0082 POINT ISABELLA ROAD - Health 82 POINT ISABELLA ROAD i COTUIT A = 074 024 r i t� 7 X.,11 NO. Fee- TOWN -^�--- BOARD OF HEALTH TOWN OF BARNSTABLE 0pplicat ion-for Vell Con5tructionPermit Application is hereby a for a permit to Construct ( Alter ( ), or Repair ( )an individual Well at: Location — Address — �— ----Assessors Map and Parcel Owner r Address n0�/ �/ �`7�•r�s Installer — Driller dress Type of Building Dwelling Other - Type of Building-=--- ----____-_ No. of Persons--------_____--_ Type of Well �` 3G� Capacity 15, Purpose of Well Or C:r� . Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation unti - ertificate o Co .ph ce has been issued by the Board of Health. Signed s-��_ —_ _— _—_� --_ date Application Approved B — � �- ------ date Application Disapproved for the following reasons: - --------� date Permit No.-6�GC �' ' l — Issued date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (44; Altered ( ), or Repaired ( ) Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Perm o.�'-Otg---O-'- Dated 'Z 0- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector 07 NO.�_~---�' l Fee_ l---- ------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicat ion-for Well Con5truct ion Permit Application is hereby mad for a permit to Construe(Alter ( ), or Repair ( )an individual Well at: / nLocation — Address Assessors Map and Parcel / Owner �s, Address — /L. 0 �fJ1� Y� J�� 1f."?0, , /'7 Installer — Driller Address Type of Building Dwelling —-- --—_—- -- Other - Type of Building--- ------- No. of Persons--------------—-------- Type of Well Capacity— —�`�—�'¢�a'� - -— — Purpose -of Well--- �� '�Z ,5- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The 1 Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation untila-Certificate of Cotnpli ,, ce has been issued by the Board of Health. Signed. --- — — -- __ date Application Approved B __� ��!G` _--— date Application Disapproved for the following reasons: -- — ------ ------ -- - — --- -----____------ date _ Permit No.—J _— Issued ------- date i sF r BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f ComPlimice THIS IS TO CERTIFY, That the Individual Well Constructed , Altered ( ), or Repaired Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well-Construction Perma o:_ne"_f.W Dated f =` �''''-�- -2 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE - = Inspector------------ _ —�___ BOARD OF HEALTH TOWN OF BARNSTABLE Well Con5truct ion permit Fee Permission is hereby grantedto Construct (V Alter ( ), or Repair ( an Individual Well' ----- ------------------ street as shown on the application for a Well Construction Permit No.- '' ,—6ME 2K�- 7 Dated --------- f 4--�' - - Board of Health DATE i 110 TIE �+ ca 4 c1L � Y 1 J I j lu Q�A ` g i�j 0D jTOWN OF BARNSTABLE E G' LOCATIONS pe,•.�r �ss�ccc.4-) SEWAGE # VILLAGE C��' ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �S�0 6­01c f—e LEACHING FACILITY: (type) �6� 3�, �'� �'``e (size) NO.OF BEDROOMS BUILDER O�PERMIT DATE: A U COMPLIANCE DATE: /J Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 r 4b � _ �t �� , I . - . - : �� I '- r r .. � Fee /0.1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (r JJJ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes Zipplication for Miopool *pgtem Construction Vermit Application for a Permit to Construct(�C)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No.:kk B Z. POUJ•r- MSA4M-. A40. Owner's Name,Address and Tel.No. Assessor's Map/Parcel '714 Zak t 1 a i to T mAA t R L. / G L C^^j V4 22-1R0 7- 71 8`f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. zs GJ. A~-,o•177j M.4 C724 73 99 t 9 Type of Building: Dwelling No.of Bedrooms Lot Size 461444 6 sq.ft. Garbage Grinder( ) 11l0 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow `'f't o gallons per day. Calculated daily flow gallons. Plan Date 4411431 2 0 00 Number of sheets 1 Revision Date w1A Title SCcAjiKrC D tSPo s.4c.. _5Ys r&1 A DE s( Crr► � Size of Septic Tank 15*0 c) GA-L- Type of S.A.S. L CA-c-r+t,;3 4. GAAgAa6xX Description of Soil M&O . 7b Pt -J.Z S^� — StW PL.4,.1 Nature of Repairs or Alterations(Answer when applicable) 5.4 s 7& `S f C o Date last inspected: PeGU.J 5�S77ort 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 issue by this Board of Health. Signed 9^T�*-�^^+ � '' (��-z``�"v Date Application Approved by Date611ZZ Application Disapproved for the following reasons Permit No. two Date Issued t ' _ , t , i` r k �No. Fee THE.COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes _ PUBLIC HEALTH DIVISION -'TOWN OF:BARNSTABLE,MASSACHUSETTS Applicatioat-for Miqjoar ip'tem Con.5tiuction Vernttt_ Application for aPermit to Construct'(,4j'Repair( )Upgrade( )2`lkndon( ) 1)4 Complet System ❑Individual Components 9 Location Address dr Lot No. Zn �T `= ` t.{i R.�. Owner's Name,Address and Tel.No. 7 . Assessor's Map/Parcel 2y L I IQ vd Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 50 � 71 tktA f32<.73 V Type of Building: Dwelling No.,of Bedrooms 44 Lot Size`'(&+6 0 4, sq.ft r Garbage Grinder( ) h?O W Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures � Design Flow `-(`f o ^:` gallons per day. Calculated daily flow o gallons. Plan Date 141 1 0 1 Z c )c Number of sheets Revision Date ` lA Title :5 y - c'1c t :0 e: r C" 6 �. Size of Septic Tank Type of S.A.S. L Description of Soil N!�--Z . 7b r*' ti,l c. Oc Ati.J ' Na�ire of Repairs or Alterations(Answer when applicable) } 0.� S'4r s , 4 t� Date last inspected: dV- 5 K sTx> -i Agreement: . The undersigned agrees to ensure the construction and maintenance of the afore described�b�',n, site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the syst rn in operation until a Certifi- cate.of Compliance has been issued by this Board of Health. Signed 'ZI /'tea 7C,"�u Date /� r� Application Approved by Date G Application Disapproved for the following reasons Permit No. . 7`07V Date Issued r , ---------------------------- - ---------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS s Certificate of Compliance } THIS IS TO CERTIFY, that t the.On-si�Sewa a Dis, sal System Constructed �ep�red Upgraded '� ! ( g Q Y ( ( ) ( ) s Abandon d( )by atz u has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Ze" —3 ated A/ / 1 Installer Designer fill /V The issuance of this errru 'shall not be construed as a guarantee that the sy mwihl function �sde, g edI / 1i ```---��� Date °l w 1 k Inspector Lit v� [A �jslX� � t� - [� -------------------------- � No. Z'�� r b Fee J THE COMMONWEALTH OF MASSACHUSETTS 07, •UZ PUBLIC HEALTH DIVISION - BARN.STABLE., MASSACHUSETTS { Mgo0ar * otem Con6truction 3permit Permission is hereby granted to Construct(,,,. ;Repair(, )Upgrade,( , )Abandon( System located at GG- � : ��' r',• `n , a sand as described in the above kApplication for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 1, ,1 Provided:Construction must be completed within three years of the date af;this permit. I Date: �/f/7.f2 - �� Approved b�, 3 3 �'' 4 5 6 GENERAL 9N�OTES- ::TON2 c$ CONSTRUI � � Ila WINDOW GENERAL NOTES - V I i •y I' WINDOW KEY LEGE ND x U. 1 O \ J f WINDOW TYPES LEGEND LEI — .. ....,, �T a C•' Y\ .,0 "Zo SECOND . FLOOR` PLAN j \ co \ / A2.2 �:/•\ } GENERAL NOTES-_---- al= CONSTRUCTION DOCUMENTS t —.—.-- . f._. T— —_ —T— °o..0 WINDOW GENERAL NOTESta ,� ,o°°• o i - I w.9— i �•©, WINDOW KEY LEGEND z I� < 92 ---------------- 7E3 EBB M.bn. n ! 15 4 WINDOW TYPES LEGEND 4 Inm.°uP Ya qe I •,> I114 is Z. !< �,"�1 T y.r �©u• •fir l N $\ 0 FIRST -. .. :.. FLOOR ..PLAN �� .. .. _ ..\ <o„m I Otwo I)1 ti;ll•ustable r rr R 1)epnl-1 Ill ell l 1►f Ilcailit Snrei Y,uud Ciuvlruonlenlnl icrvlccs IlG1IlIl I)1'Visi011 Dole 9 167 Maly Street,I ly:auds MA 026111 N79- 'I•ime � Fec PII.--L=.L•1.-�Ti Soil Suitability) Assessment f r Seivage Disposal I'el(ilnned Ily: L V u G _ Wltne:sed oy:�oNNA 1 t lUp—,l�(�r�l il- • -ATION CkNI?ItATANtiOAMAT1-)W Lncnliml Addrr is y y prvncr's Nnule A ASscssar's Mul Parcel: Y. IEnglnta's Nnutc M, P�:�",�..i�l NI:W CUNSTp 11CTION (DI'AI(i 7elq,houe u OSO G 5`}— T)EA I,nuQllse ��51������� SIIg1cs(°e)_. SurfnceSluuts I�D�Ia�' - 1)islnnces hunk Olicq Wnlcr Dolly--II 1'nssihlt%Vcl,lrca (1 1)rh'khtg%Valcr Wcll p Ihoionge Wily II 1'loperly Lille II Olh:r S ICI�,'I'C (Succt mole,Ilhncnslons of lot,tllPC(lucnl(ans of ics pules h pert Icsts,locale%vtllallds In pa101111y lu huics) rN I'nlcnl n►nlclbd(geologic)_ O y rWA-6H Dcplh Iu Ilcdlock Uc11I11 III(11n1111(IW0rCr; Slanding 1Vah t hl I laic: >I ZO Mcping fttrn►I'll Dace N Q f,1 E I;FIi,nAltd Scnsunnl I ligh Oroundwnlcl 120 DETE111M1NATION l!OR.SE MONAL 1110111 AVA'I' !t�.'t1Allt,1� Method l nd: _ 1•)cplll Observed slanding I 1 nh$.llnle; `iu. Ikplh 10 soil moults: In. Ueplh Ib weeping froul 1111C otohs-hale: —Io, fiurou/hvnla Adinshnenl �w p lullcx Weil N ItrndlnR\)ale: In11C%W11I(crcl All.fatlot .__._ ----,,,,- I Agl.11lbundwnll I,cvcl �._. 1140C(�X,�:I'ION'['G5'ft :lidl�1/ /oa (Irne- 9 56 Ohscrvnlinn I Iulc N T P 11CIIn1111 Pere �� Till), odl —�--- ---- 1c a16" I 1 -Slnit Prc-sunk Time Of �' 2 7 3 5 m I IMl Rule Min./Inch 7 N1 I►� I Shc Suilabllily Assassnleol; $I►e passtd Shc(Riled; _ AddltlUnal'I'csliug NotdcJ(Y/IJ nrlglunl: Public IIcelm Ulvbloll Observation hole hnln To fio Complelttl oo finch Copy: Applicant y�rt t yy� t ��ii// �hy Ul1Sl'Ow-w1loN 11V1Ji�1v Ilcpth limo Shcl I Intlznu Snll')eahue Surincc(Lr.) Still Color Still (IOrcr ((ISDA) (Alnnsell) Llonllu I{ (Slruclmc,tiluuct,hi�tddcrct. LbA �— S.11I1i111cllck iItSL11YSl) - •--_/._..-.._— SAND 5 Y IZ N C Nr VC0 FY(Ab(-C _. ....ZS -�5 CMAD. �.,....----- ------•.--•.� — --- -�-- -r-�_ •_ -...---- --�.. I �nr(� I b Y� 6/� 1`t�('�f� troy��---•-------- ...... 6 5 -12v Ft 1-1 2,5 Y 7/3 N t) E 1)I;EP Oil Sl'161ATIQN 1lOL1, 1_10(1 Ilcplh final Snit Ilurizorl Suif Tem1111c t tiutfacc flu.) Bull('atur Soil I llhcr (IISIM) (blur sclll Atunlhrg (Suucldre,5tnucs,II�ar6(urus. tt�- ---- — �+� MEp,S��lp IdY - �� F1otAE- q3 i2o c . Fi 7A )EWIP 0118100"ATION 1101,1; 1,!J(; I1u11; l( - Depilt frntn Still I Itillrrnr Sall'I'CSlllttl Still('ular Soil 1116u Smfiree fill.) (IISDA) (Aluntclt) Alnulhr a lSlurelwe,Blanes.Iluuldcres. -•- -.. ,-.�._..� ---- �.lUl�lalc((tY..,�'i.�llrl>;Sill r DEPW 01.1SH tVATiQN 11U1.,1� .I,UC I leper livat Sill Ilotl>.ou :oll 1'e�rtwe Bull('ulnr Soll Smfireu(In.) IISDA (Illlcr ( ) IAlunsclt) Alulrling (SlrucUrtc,Slrloes,Iltr ldcrc�' —� -- --- if fly!I) - �s I'1111!lUU,tllfJllll<C_1L119;Intl; Z 5 0001 Do nlruve Snll ycnr Ilund 6ollndary I to__— Yes x� Wilhtll SQO year buumlary Nn X Yus lbllhhr Inll ycor Ilnnd hotiu(lary Nil X Yes (l�1111L!lLLYll.LI(!ll[1)L.uS.t<llG11I{;_�1:Y111lIs1�llliL'L'Iill hoes ill Icllsl Grill- fccl ofua►u►'nlly 6t:611-H119 pervious nint:rinl exist ill all nrcns observed ll!ruubllultl lit!nrCtl proppScO fur 111C Soil al)9U1'ptioll:;yglegl'1 YG .) If ncrt, What is the depth of llnlurlllly aeclu-1 ink Ilervious Iu,llt rial'1 ��L-Ilfil:lfl[llll I certify Ilurl tin 10�12I�1°I (dnl:)I Imvc p;155Cd IIle ;nil evilhlnlor ex"MillnNall i11111fovCd lly the DellinrUnellf of I:llvirnnnlclifnl I'ruleclual anti Ihnl Ills nlrove nnnll•,yis wns(tcrformcdhy isle collSislcll (rllll the retillircO (�r/fnil►Illb/,/,/�c�xp�crtisaBan�d-crpcficnce daseribed i1171O ct lit 1 S.(117- l i I I I I I I I I I I D rn I I I __— \ I I = I I I 1 I I I I 11 > I I I I I I I I I I I I I I I I Q /t __________� I_______—_—__1 ` I ------------------- --.---- -------------- I \ \ I I I I \ I I I I \ I I I I \ I II I V \ I I I I \ \ I I \ \ I I \ \ 1 \ ` / -_____--_ ` \ I O. I \ \ I I I lY \ \ - — F \ � � z cP 7Q N \ \ rnDrn -t- -n \ \ gW3 zrn Amp � p --------I ; mU\rn `\ `` U\>N lCP 1--------r 1 �Drn \ \ Drn 11 +--------iCN ` -ir rn 1 Tlnz \ I � rn O D <nl \ rn— \ t \ \ "----------- -------- ----- -------------- \ \ c=c-----___ I \ ' � ^ I I 1 I I \ 74 I '_ o \ \ I x \ •----------- \ Z ------• EQUAL EQUAL \ \ ��� I I I \ } I I Q2 sz, -- _------- O,;4 EQUAL 4A 3/8" EQUAL 10'-5 1/4" X D - D0U,D70 O roz x rx F-Un-F O Oz�3pX��— A= WOC� r0N�0 z OOn'N rnrnrn4 X O U � Cn rn n -n rn OOr r ,0 =rF O �Orn- O �U' r �O Dz O K r d 0 I ZC XQz > 7i0 O00�Du\ — z>- OOrm 2i > � -X �Z�O m- m -�0D 0mm is t X rn zV X U'. z �� d �o Z off• z m additions & alterations to the > E FG) ARCHI - TECH Stewart Residence6 school street 4 508.420.5335 ff 508.420.5304 ° 82 Point Isabella Road ASS O C I A T E SA I cotuit, ma 02635 @ info@architechassociates.com Cotuit, Massachusetts o o residential design architech associates.com _ Foundation Plan r U) 0 D rn _ > I I _ � I _ 1 r Z \ ----------=--------- --- \ I I I I I �u �rn \ \ I 11— \ rn - - ` 1 - ----i�-----f-- UP II --- ` W I I � , I I � I Z I I 1 ------------ I I I I ; / I I T y-o�m - D � u rn i -n Z?U p, ` r rn r d "3 rn rn r = --�3 r� r3 (3 �A 3 r0 -Orn =z71tP `O` n�rri z �rn Grn0 ! 'A' ®-.� Nrti XdX �� TOO> OX X� x OrintnXz-r Ocl� NX �i D i -i to i Q -1 1 �Cld 0`4' O rnC7Dz Z� ; CJd00 O 1 �� I Z- rn ZO I I I lDAcl'�A �. �� Z O -------------0i Xl-- �f r x _ OD > z ------- rnDz s d �'Ol7 MrnZ:tz) �f ` . -- ------ - - --�-U]rn------ /------ z I �, Cn`� U)m rn c h'C?c + C(33 rn rn z *�'� EQUAL 4'-q 3/8" EQUAL Cn °o 10'-5 1/4" O N */- \ m S C D� > R Q additions & alterations to the Stewart Residence A R C H I - T E C H 6 school street Q 508.420.5335 ff 508.420.5304 = 82 Point Isabella Road ASS 0 C I AT E SA cotuit, maozsss info@architechassociates.com Cotuit, Massachusetts PQ0 o residential design architech associates.com First Floor Plan _ J I � 3 rn D p DXN N O X �' ��'� z 0 � Qp U i = -a ZI-1 z z z N C1 n rn zO� �1 N "�� D 4 rn d ��� _1 n N !— O fT( -orTi - zz rn @) rn zz n j T-10 1/2" o z pz cu O C% N 6-1 3/4"L I 1'-0 1/2" 1-P-nOoP � XX> DNS 0z z DCJ]�r� oN r�X10D =31z O 03 z = z� zX O O -1rn X �OON(� ?X(�� Cl�� �� n rnrGn�- ONE x>N =0 Od�� pzp0 ti. 0� 1i�= �D = nr- nw �p rn0?D Np <O=O. OZNx� O �NpX = z 3rn _�� C7� -n dOrnO 3rn�r�rn =per ��� G� z�=x 0rn ��Cl�l tn-i �xrn p�rn�rn N��� rtiz10U) Uy C10� fl z� �-roO 00� XONip -n �z0 13 N rnOpr OOOz -1D O ppOr 1' pS "'Or(N z� NrnO� oyDrnNi rn N20 ZN�n ppN 3� N ��D< Dz -a. 02 oul rn��z dz� r rn -� V , = inp D rnr�i r n U,>0 � rn 10 U �rnDrn 00 rNp �� N z nD�� rnX D�drn X� M �� zx rn rn 1�r 3 D ND --1 , Otn N-0 pr-zrn rnNOx N� <0 X3 V;� OzOz D Drn� rTj xrn �OOrn Dd XT ZRt1- U)p -N r rn D 4'-0" MIN. rn O n I 4�L.[ y Fn T-10 1/2" rn X N -� zm zxX N (� p� CJ 3 U 1;3) — z d r OOc O =X OHO D -Ni rn N-+9 -n 0� 1 0 is 3 n cNr rn n p O rn ! p0 r" , { 2 m z rn p i ; rOp - gg ��� N Z D p 0 0 fl n tpi� - 10 r 0z zCpO n V-6 1/2" Cn CO C ' m o T O Z7 -D N m z m Q additions & alterations to the Stewart Residence ARCHI - TECH o c1 6 school street 4 508.420.5335 9508.420.5304 82 Point Isabella Road ASS 0 C I AT E Sal cotuit, maozsss Q info@architechassociates.com 3 Cotuit, Massachusetts 0 o residential design architech associates.com _ Sections T - FE\IS13N�� DIS ,IBUTIONBOX 'DETAIL: NOT To scnLF LEACHING DETAILNOT TO_.SCALE'.:' DATESEPTIC TANK DETAIL:' 1,500 GAILLON,. 4z5 --- OILTEST PIT DATA. sszs.S {" NO OF OUTLETS 5NOT TO SCALE VER ' cPIPE I 6.INl1T AND"DHTTIET,ET9 10 BE DAS, L FINISHED GRADE , !TEST PIT L N07ES t.aEPilc TANK SHALL BE STEEL. /0 WC Oit MIRE S2TEST PIT_!1.- RE1NFNxNNZD wNrANEIE. TFFs 10 BE cONTF7ED En Y NY HALLS MOTES _ GRD.EL NON GRD.EL .,. 2 SEpnO TANK 70 WITHSTAND N-10 LOADING .. To WITHSTAND Y-10 LOADING' . . .. .. t.UiL BDIt o GW.EL NONE' UNLESS UNDER PAVDAENT,DRIVES OR. ..�.:. .. GW.�EL NONE o• ',.tnAw SANDr 3 YR]/2 :,.�. re ee,Na 'Ut4ES4 UNDER PAVEMo+r,DRIVES'0R , A VC PPE . .TRAVELED NAYS WHEREIN M-20 LOADING P TIED 4 P i ..D, LOAM SANDY 6 IIR]/Y - SHALL APPLY. .. _ T TRAVELEDNYY3 ::+ . � .�� 11• _ mHEREHy H-20 LOADING : e°b o 0 oear o e ° o .oee°vo e o II Ad /��J o 1 � GENERAL NOTES '" t 12 .a ALL PIPE cONNFCT10N5 ANO CONCRETE - 1 �.. T t•J' - - , lAA4 SANDY ID TR 1/8 Low SANDY 10 YR 4/B CONSRIUCTI SHALL eE WA7EI,nCHHL' 1 YY _ 46 7 MI!PLAN 1 OF THE SEWAGE 2• 4.FlLL ALL UNUSED KNOCKOUTS WITH 2-2C dA CI.(8p/NM.7)YANHOE COVERS OUTLFis� a' .. _ PI AN V'Fw - LACHINO r:HAMBl7R5 FM7UTr OMLY 2' .. 34` MORTAR. tiRQUCHT 70 FlH719(_.tltAOE ?SLQPE ffim �R S D.OB - BDT.EL 1B.B' 3' `NED.SAND YR 6/I :. TEE TO BE UNDER 't ITL.,: SYSTEM. 2.ALLCONFORr 70 MAC. y L. �. M.N.OPENING S 6' S Y r r a FIRST TWO FEET.OF PIPE OUT d-DISC y 4' CI 48' ♦1 .. "RAISE Y.N W - ..! BDS AABBLE�9A5 Bc LM:N.]4'.70'` - CONCRETE. JI AX I. C" PAC7E FILL 38•MAXIMU �1 'MINI M . . ,--I 4 Box TO 9E LAID O DTI"a Aa LOCAL BOAtm /V MED.SAND 1D YR 5/6 - .1 1 - {.:All PIPE CONNECDDNS ANDCH NEI1U11 nEQULAna,s' '/\ . .5 6, ,0•-6' SL'KT.R BMC( CHOSS-SECndI .. BI SE CONSIRUCtION SMLL SE NAYMC HL', ae.o° e .°vee e°o e T LAYER 1 ALL PIPFS LOCAIFDER FAVDEM• B - 70'-C h MORTAR W •'1 . e oo°e . OR1RSHALL9E SCRDUI". '1 a;FILL ALL.UNIRTD KNOCKOUTS MTN MORTAR T'. O. .. HI 'Ooo O 40 OR EQUAL. 8' FINE SAND 23 Nt 7/3 ]' r - 30.5.24. O$(� pa ENYE7H+IT"HE- 00 O YATL76AL FOR LOCATED MDmITHE :l1.4 T T1016 UNSURABIE ..7' 7' UEACMIWO C - PRECAST'SEPTIC TANK I tIi Pl'NET: - a HY I ]D'//2' - - EFFEC. �p'O CULTECT 330 8 S O a'Au ARdIA ., SPRY .. C2 .. .. 2 - DEPTH ��p � 1SD'OF ANY KNDMF IEACMi!0 FACLIh': B' .. - c IF APPIICABLEFINE SAND 2.8 YR.7/] • _ - Y_r WITHIN In?OF E)CAVAIM RbMDW ♦•-6S I. UOUID MOILDED7H 5 4 to t/Y .:.,,O KNOWN l 3/4�-/ S ALL TOPM SUBSOIL AN.OTHER . 91 BON.EL 10.3' - - HASHED S'fY z PRECAST DUST• 48� 52 WPERNOUS MATERIAL- 10' BOT.EL Ito' 120• IV 120• INDICATES �� � t^v.-s �x H _ ._ _. I2' &�rI1H CLEAN CLEM *A�S`ND --------------------- 1j ' afi 1Y Aro -� I - - CPBDR aTo FOLLOMNO 1'` BOTTOM ON lEVF15TABlEBASE S ... ;'TR05S'ecl"'t1oN dF"CHAMBER �J >: E .. �{ SEW _. PLAN VIEW -, AEA `'i4ANA.l65a RAN•NEMH - .. 102(MAX)BY Wt.SHALL :. : r. •._ -6•• '-m'-- CROSS-SECTION VIEW- }':-:. _ .� PASS Na 30 BONE DATE: INDxATEs - -. Y 1/2'STONE n��� . ..,. .' JANUARY 4.2000 �_-Esn� µ wG . . . :_-. . DATE:. _ _ JANUARY'4:2000 .. _ - - - s INVE TEST BY: GROUND WATB .:; :. ... - - - TEST BY �. F TOP OFRFOUNDA FOUNDATION 24.5' e x a ascrE sutl ,HF esc cRouP.Nc. LEGEND Q .. 4 " THE BSC GROUP:INC.,' ! .- - - - 4 IN AT BUILDING L T -.48, WITNESSED BY: .. - d1FFFtdEM7 Nw VATNESSED BY: � - -, INDICATES .: .-. : � .:,, .-' ";, ':�i .. INVERT Uyy.e,0. tI 'D.MIORANDI- .. . . �• 2D.0�` l.No. . . D.MIORANDI_ T� 50.9 x SPOT ELEVATION \ : '. �: ry - . PERC.RATE: PERC.RATE: - C.B. N9, CATCH BASIN.-' WiWAM CRAWFORD _ 4" INVERT AT SEPTIC TANK (IN) ....'.,--.40 z IN THE tmunEs'ANDeE yawl � 3-5 MIN./INCH - :ALA-MIN./INCH'- G.TRAP- GREASE'.TRAP. .. �. \ A 7 _ ,(b SSESSORS MAP a INVERT AT SEPTIC TANK 40' IN THECONIR�TMUIOR IOa SHALL aEi�SPOFF SOIL EVALUATOR SMH• SEWER MANHOLE- i _ CEL" .. ' _q 1 N (OUT) �9_ 4 SOIL EVALUATOR - MIKE PETRIN , ,GjT :. s TMH 0 TELEPHONE MANHOLE - sT PAR 25 4° INVERT AT GIST. BOX (IN) t8 �FOR P THE tOCATYFO 00 m MIKE PETRIN - MA7EPoAL - - _ n . • UPT•O. UTILITY POLE I TRANSFORMER \ .. UNPJ kf 9q 4' INVERT AT GIST BOX (OUT) 1�•20 AM '.>. ANO rANTMRIra.IMt SOIL CLASS: ' " saw- - ° ELECTRIC UTILITY POLE COMPANY `� Jt�, INVERTS AT LEACHING'FACILITY: Desu ODxG-SAR UnaSHA PER E. \\ ' . - -o EHH ELECTRIC HANDHOIE. _ THE STATE OF YAN�TT3 I LT. LT-A.R.. -P.D./SO-FT. QZ9 -P.D./sO.Fr. a cMET ` GAS METER ,`. _ � 4' INVERT AT BEGINNING 18.0' A*Lt 0.74 G. -G- GAS LINE �9� /. \ \ OF LEACHING CHAMBER ENGINEER DOES Nor DU %� GAS GATE o-� /y. \ \ \ \\ \ ELEVATION AT BOTTOM THEIR ACCURACY SUBSURFACE aR THAT ALL .. DATUM: -. - i' \ -\ \ \ \ , unIATE.+AND SUaSmFALE stHtuciunEs VERTICAL DATUM: N.G.V.D. 1929. pd WATER GATE, /. __ : \ 16.0' ' BpGt� OF'LEACHING.CHAMBER ARE sIDFN tAC1T10N5 AND \ - \ �-.\ \ \ ElEYATKM OF tINDERCROHItID U1AJ7E3 PLANSL THE BENCH MARK USED:RM41, EC. 48.60, HYDRANT NEAR HSE#.801 OLD POST RD. -w WATER PINE /oo'� \' / INS 76.9 / BENCH MARK SET: NAIL SET IN.BITUMINUOUS PAVEMENT; ELEV 27.4. � A}� /tLG t \ \ \ � CONTRACTOR A FROM�74 p \ \ \ "" TOF TOP OF FOUNDATION C$ - / PROPOSED " - \'. \\ TRUCTLAWS AS GROUNDWATER - srART CONSTRUCTION ' \ N0 GROUNDW TE it O' ID TIHE - . . TOS OF A B OBSERVED . i TOP GARAGE SLAB / -GRADING tt. \ \ \\ \\ \; \� ! PROFILE: NOT t0 SCALE 26 / 1 by52S3� / �J// I // T �4� \\ N 1�9� g TAME aHwETF°"c EL.24 6' FIRST PIPE LENGTH N / 1� B B CRITERIA: RECOrLtO/oED DIE ID RiSOQeD .. TOP FOUNDADd1 CONCRETE HxIVFAS TO YAi111N t0 6E SET HEtEI. / / �� \ N. .,:/11 - - \ � ''F�- DESIGN" ADVVERSE IMPACTS TO THE LEACHING 'EL.210 6'OF FINISHED GRADE FOR MM-Y PINS, .. �� L D/f ' Q.W FA . 4. i" ► I \' II^ DESIGN FLOW { BtD I .. Y (PERK - :. '� / - .t' _ N 4 �. - - S - -MS--ATC Orti P.6..' "._•_�4ff'G' :$a' - __ 4 S� I ' - -O a :.• I-tad ,e.Hr �`/ ,/ /•Ox / P' < _iSERRACE BSc_ ]° / \ e/ �\ w 3 I \ REQUIRED SEPTIC TANK: r ds7.Box.,B2N a e \ / �/ �d �I( ' PROP i \ s3 L I \` = 9 880 GAL. ° ,'' c \I aao x 2ooz taoo GALLON \\ /may DNED0.RN SEPTIC TANK PROVIDED: = t1�--GAL �yJJ . SPTK:TANK NO oBSFRVm dHOUNDRATO �i4., / �15M T.O.F. 2a. _ / '.`I �' / B'STONE BASE EL tt,0' BOTTOM OF TEST LIRE. � ' y \ //�4. /�ARV TAN ' ----"- - ��T m Z!�Y. 5 f I ��y\ $ SIZE OF LEACHING FACILITY REQUIRED: ROUTE657 2 (UNIT 6 i' MIN./INCH - a DESIGN PERC. RATE WEST MOUTH, MA 02673 ... �j�. y :i-. /1 f--_~ hN - LONG TERM APPL RATE 0.75 GP.D/S.F. - �\ �: _ 7 91 2 � r G (508) 78 8 9 . '• CURRENT OWNER:- ALNN ZANKMAN � 2816 �!\ / DWELLNG 'i Ig9. /\ L ff�d ' '' =vN" - - Q 1I\ `'_' (" ) // To BE I`,A3 SIZE OF LEACHING FACILITY PROVIDED: TITLE REFERENCE CERT.145,397 t�i,\ �/ / \\ // !� �yN� . . 0 ZO. 3P.1' RAUZED 6.50 PRb,IEc} nnE: . - PLAN REFERENCE L.C.PLAN 3216E - - O �� i a$LQ'T .42 ax1TDWN REG. L14 (COMPLIED WITH) LEA RING CHAMBERS /: x (a6+v = fill SEWAGE DISPOSAL ASSESSORS MAP: 74 - ,6\ JtOP.:. H :/: ./I (2 U. PARCEL: 24. -: I"�� M1 J�GAR, \:1 1 1 / I = I L -y 79 i / ao _ N/F 440.GPD1*+0.75 SF/GPD 587 SF. 2\ ,( SYSTEM \ T. S. 22. Dili / � /" I COTUIT BAY-SHORES REQUIRED S t J --- DESIGN RESIDENTIAL ZONE RF Z / I ASSOC, INC. SETBACKS FRONT 30 Te �'' -- -� I USE HIGH DENSITY POLYETHYLENE 'SIDE 15' 20 mj /�\ / ' _ �(��. I /`% `. .ASSESSORS MAP 74 - LEACHING CHAMBERS 12'x2'x46' r\ _-._\ �- I a �•� \ PARCEL 20 REAR 15' p / ' $ /� oA.�, - SIDEWALL 2(12'+46') #$2 POINT MINIMUM LOT SI2E: 43,580S.F. 21 4 \ •/TP/I:. �-� ..i- I BIT DM = 12 X 46' 4 55F. / T ISABELLA ROAD !. GROUNDWATER OVERLAY DISTRICT.- AP(NOT A ZONE IQ -- \ _ _ __ BA TA 74 SF/GPD 580 GPD / ;' RNS BLE 23 7BasFxo / tia ' \ �/ NO SCALE -- 24- y I \ L'OGUS;"PLAN: LOT 8 5i® � 1 26 g 2 N/F NEIL h BLANCHE SOSLAND ` \9� r / _ � �LL �S. ASSESSORS MAP 74 /�807.{. -( l• ` - ' ..QJ Heir N - �, PARCEL 18 1/t�= \- \ I I ) I ` PREPARED FOR ;$d - - ,G£OF ^ I -j_____ ___ ___________ _____ / I \� HYDRANT i O n C L NE - K ALVIN ZANK E0 O --- --'--- - 1 w j- EOGE I \ A O 1316 TITANIA 1 �11 F°' BAXTERS.NECK RD. C.BAS�- 9 pAVEAfENT \ ems\ d� G MCLEAN, VA 22102 V 1 ` o � _ DATE APRIL : 2000 - s NOTE - - BENCHMARK I d 9� COMP. ESIGN: K.HEALY . EASTING SEPTIC COMPONENTS TO+BE NAIL SET IN LOCUS . LOCATED AND REMOVED FROM SITE PAVEMENT p CHECK: D. HEAPM PAVEMENT � VIEW ." y _ DRAWN: K.HEALY so ELEV 7/.4 PLAN o POINT FIELD: P.H. /A D. m SCAI•.E: 1' = 20 FEET SABD FILE NO. 8135-SEP.DwcG h ROAD NORTH py�G N0.St9t-02 o�'ID zoo FT. BAY JOB N0.4-8135.00 9(IEET,t qF, I SOIL TEST PIT DATA: P# 9629 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS DESCRIPTION NO. DATE NOT TO SCALE " NO. OF OUTLETS cJ 42.5' TEST PIT �1 TEST PIT �2_ COVER ABLE 18 C.I. + , NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE oo 0 0 00 ° ° a o ° 0 0 0 ° o a o 0 0 0 0 GRD. EL. 21.0 GRD. EL. 20.3 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 0 0 0 0 0 0 TEES TO BE CENTERED UNDER MANHOLE COVER. » 2" WALLS o » a , GW EL NONE GW. EL NONE 2. SEPTIC TANK TO WITHSTAND H-10 .LOADING 1 (MSIN. NOTES: 0x� LOAM SANDY 5 YR 3/2 0 LOAM SANDY 5 YR 3/2 UNLESS UNDER PAVEMENT, DRIVES OR OVER ° F ERFORATED 4 PVC PIPE oo „ x< ^� TRAVELED WAYS, WHEREIN H-20 LOADING ° 1 12 1' 11 SMALL APPLY. +, Pv�c B 1 DIST. BOX TO WITHSTAND 10 LOADING ° ° 52 3. ALL PIPE CONNECTIONS AND CONCRETE UNLESS UNDER PAVEMENT, DRIVES OR oo 0 2+ r LOAM SANDY 10 YR 4 6 LOAM SANDY 10 YR 4 6 T "� TRAVELED WAYS WHEREIN H-20 LOADING ° a , K / 2 / CONSTRUCTION SHALL BE WATERTIGHT. ' °o 000000 000000 0 0000 0 0 0000 34" 4- FILL ALL UNUSED KNOCKOUTS WITH " T 15* SHALL APPLY. ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !CDT. EL 18.6 2-24 DIA C.I. 60# MIN.) MANHOLE COVERS 3 3' BOT. EL 17.5 MED. SAND 10 YR 6/6 MORTAR. D » ! 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 46' GENERAL NOTES: BROUGHT TO FINISH GRA E 6 •. 5,5 OUTLETS .. » Cl ++ TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND 4' Cl6 4' 43 M.H. OPENING 12" MIN. 3" �� ve we �� T AN VIEW LEACHING CHAMBERS DISPOSAL FACILITY ONLY. 1 MED. SAND 10 YR 6/6 ! `r ,G " IN PUMPED SYSTEM. CONSTRUCTION OF THE SEWAGE �b 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 5 » 5 " RAISE M.H W� 4" BOTTOM ON LEVEL 1 „ 3/4» BOX TO BE LAID LEVEL. 2. MATERIALS ALL �SHA CONFORM UCTION STO MASS. 65 10-6 SEWER BRICK d - STABLE BASE 6 1%2•CRUSHED D.E.P TITLE 5 AND LOCAL BOARD 6 6 10�_0» & MORTAR 12» a CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPAC ED FILL 36" MAXIMUM 12"MINIM M 7+ 7+ FINE SAND 2.5 YR 7/3 NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. O 0 o 0 0 0 p00 0 0 0 0 0 OF HEALTH REGULATIONS. C2 C2 �` 10" 3" 20" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 0 ° 0 0 000 0 o 000 0 o 3 LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE PRECAST SEPTIC TANK OD HIGH O 00 0 40 OR EQUAL. 8 $ INLET TEE 4'-9" 30 1 2" 30.5" T" p DENSITY 0 0 O REMOVE + FINE SAND 2.5 YR 7/3 + _ - _ / 24 §00 POLYETHYLENE 0 0 UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS 9 9 . » EFFEC. 00 CULTECT 330 Q O MATERIAL FOR LOCATED WITHIN 150 FT. OF THE 5-2 4'-6- 4'-0" MIN. oo•r�o+o oN 5-4 0 0 0 0 0 5' ALL AROUND PROPOSED LEACHING FACILITY NOR 15 1/7 DEPTH LEACHING 0 BOT. EL 11.0 " , BOT. EL 10.3 » - - - ? LIQUID DEPTH - 1 O IF APPLICABLE ANY 50 OFOWN WELLS ANY PROPOSEDNATpu • 10 120 10 120 5._8» 5 (am omMa) 1 C% CHAMBER `O + INDICATES PRECAST DIST, i 11' 11' --�- OBSERVED N a BOX 3/4" - 1 1 2" 5. WITHIN LIMIT OF EXCAVATION REMOVE GROUND WATER 46" 52" 46" ON ALL TOPSOIL, SUBSOIL AND OTHER 1 2 12 � .��: :'.� d �'.:': :-••' +•:•:�'•- ' .-'F- 12' WASHED STONE IMPERVIOUS MATERIAL o�►� BOTTOM ON LEVEL STABLE BASE 4°f� l II PLAN VIEW » ii� �, '7 1/2 22► 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: INDICATES 6 MIN. 3/4 TO �' �� " OR OTHER CLEAN GRANULAR SOILS JANUARY 4, 2000 JANUARY 4, 2000 -_�- ESTIMATED 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW DROSS-SECTION OF CHAMBER CONFORMING THE FOLLOWING TEST BY: TEST BY. SEASONAL HIGH SIEVE ANALYSIS: GROUND WATER 109E (MAX) BY W. SHALL THE BSC GROUP, INC. THE BSC GROUP, INC. SIEVE WITNESSED BY: WITNESSED BY- LEGEND INVERT ELEVATIONS <10 S OF No.PASS No. O SIEVE SHALL D. MIORANDI D. MIORANDI INDICATES PASS No. 100 PERC. 50.9 x SPOT ELEVATION �, LOT 48 TOP OF FOUNDATION 24.5' <5 X OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST ELE 0 � , PASS No. 200 3.5 MIN./INCH N/A MIN./INCH C.B. ® CATCH BASIN X0, N/F 4" INVERT AT BUILDING 20.0 UNIFORMITY COEFFICIENT a No. 4` SOIL EVALUATOR SOIL EVALUATOR G.TRAP GREASE TRAP 0 WILLIAM CRAWFORD 4" INVERT AT SEPTIC TANK (IN) 19.65' SIEVE </=6.0 MIKE PETRIN MIKE PETRIN INDICATES SMH SEWER MANHOLE �O,q ASSESSORS MAP 74 + 7. EXISTING U'11LITIES WHERE SHOWN s�q PARCEL 25 4 INVERT AT SEPTIC TANK (OUT) 19.40 IN THE DRAWINGS ARE APPROXIMATE. uNsutrAeLE TMH m TELEPHONE MANHOLE „ THE coN•rRAc•roR SHALL BE RESPON- SOIL CLASS: SOIL CLASS: MATERIAL UPTcn., UTILITY POLE / TRANSFORMER 6 ( ) 1 1 � 4 INVERT AT DIST. BOX IN 18.37 gyp, UTILITY POLE S19LE FOR PROPERLY LOCATING AND N ti�f- ' ~ 4" ' INVERT A T DIST. BOX X (OUT) 18.20' COORDINATING THE PROPOSED CON- STRUCTIONL.T.A.R. L.T.A.R. -E- ELECTRIC LINEAND ACTIVITY WITH DIG-SAFE 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. o EHH ELECTRIC HANDHOLE -�_ --_ `- \ �'�y COMPANY THE APPLICABLE UTILITY ` :- �� --- -�-� `-- INVERTS AT LEACHING FACILITY: COMPANY AND MAINTAINING THE O GMET GAS METER �-� ] `--- �--- Nv` EXISTING U11UTY SYSTEM IN SERVICE. DATUM -G- GAS LINE ,I� ��, � DIG-SAFE SHALL BE NOTIFIED PER Gv 2 �" �`"° '' � -- •,,, 4" INVERT AT BEGINNING THE STATE OF MASSACHUSE I VERTICAL DATUM: N.G.V.D. 1929 pd GAS GATE o� �,, .�' �'"'�.�,• � � `�� ,� \`;� • -.., STATUTE CHAPTER 82, SECTION 409 OF LEACHING CHAMBER 18.0 AT TEL 1-800-322-4844. THE wv G .�'� ^ � ENGINEER DOES NOT GUARANTEE WATER GATE '�. \ THEIR ACCURACY OR THAT ALL BENCH MARK U-SED: RM41, EL. 48.60, HYDRANT NEAR HSE# 801 OLD POST RD. -W- WATER LINE ELEVATION AT BOTTOM � � 'C� 16.0' UTILITIES AND SUBSURFACE STRUCTURES .. BENCH MARK SET. NAIL SET IN BITUMINUOUS PAVEMENT, ELEV 27.4'. -I - TP#1 TEST PIT �0• / `No SE 76 9, %� �`- -- '� \ �, OF LEACHING CHAMBER ARE SHOWN. LOCATIONS Arlo TOF TOP �7F FOUNDATION 9G41 �NG �V / �' \, \\ t. ` TAKEN�FROM RECORD ONS OF RPLANS.DTHELITIES PROFILE: NOT TO SCALE TOS TOP OF GARAGE SLAB �� � '" X�S��PROPOSED � �` ` \ � 1 `�� CONTRACTOR SHALL VERIFY SIZE, x /`� GRADING , �� �\ O� LOCATION AND INVERTS OF UTILITIES EL-24,5' , "Er ' �i i'' 26.1 �, �/ \ NO GROUNDWATER 11.0 TO THE START AND Of` CONSTES AS RUCTION. PRIM TOP FGUNDATTON FIRST PIPE LENGTH 9.y�23 /' f ` i �1\ to 09 OBSERVED CONCRETE COVERS TO WITHIN TO BE SET LEVELto LbT 1 N+EL.=,23.0 6" OF FINISHED GRADE. FOR MIN. 2' � �, , N ' \�' / �' 9� 8. THIS SYSTEM IS NOT DESIGNED FOR FINISH GRADE i �" � . � EL=19' -�� ` N 7�. ` / i �'\ �' II Q1 THE USE OF A GARBAGE GRiNDI:R. 2 MIN, 4" PVC (PERF) / ' !� O D�S J \\ Q.W "1' nr A GARBAC-,E GRINDER IS NOT 4 P �- �h -� ! j 2� ! J r_S I G N CRITERIA: RECOMMENDED DUE TO RECOGNIZED » , , �N 4 6 ; 4 6 S /F . ADVERSE IMPACT'S TO THE LEACHING SCH 4 „ LEACHING CHAMBER ! 40 1 �.,: 4 PVC SCH 40 CF q W n I =20.0' I=19.4' I=18.o� 16.0' I »DM �Z ; r !-` ti� \ Z 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. 6„ ` - I P I=19.65 I=18.3T �� vi _".,i STONE ti ._._ _. . . ' \ I rp 3 OUTLET 1=18.20' / / BOX ' Q '9 1500 GALLON DIST. BOX 5' / `\ 1 sv' . b , �` w ' .TERRACEy SEPTIC TANK \ / i `�'C► QJG 1PROPOSE �` �.� �s-�s� r' `� \ REQUIRED SEPTIC TANK: » I N GROUNDWATER i fk 4 BEDROO�N 6 STONE BASE T 0 OBSERVED GROU D TEF \ f ,✓ �C. /�^�+!� Y : �.� �j� EL 11.0 BOTTOM OF TEST HOLE ' �/ �kQ`' /y!r� �� � �-1500 L T.O.F.WELLIf�G F;, .t \ I 440 X 200% - 880 GAL. TAN . F _� SEPTIC TANK PROVIDED: = 1500 GAL. 2 C' - _` I The BSC t;,r I �- -� � � O P It . i\ 000, SIZE OF LEACHING FACILITY REQUIRED. CURRENT OWNER: ALVIN ZANKMAN \ � ;�+��� �' , ----- V' DESIGN PERC. RATE: <2 MIN./ INCH 657 ROUTE U ,UNIT 6) v / ry WEST YARMOUTH, MA 02673 TITLE REFERENCE: CERT. 145,397 \ v DWELLING /EXISING c�'rNG ; h LONG TERM APPL. RATE 0,75 G.P.D/S.F. To BE ,89' (508) 778-8919 PLAN REFERENCE: L.C. PLAN 3216E �� f / ,� ��,��3 , ; SIZE OF LEACHING FACILITY PROVIDED: 4 i i 3 .1 RA ED 6,50 i �c �<v l / PROJECT TITLE: ASSESSORS MAP: 74 Cp\ �� �. 1 / f l <v Q o PARCEL: 24 G" G\ f o 3`� /� �y�' ' <" o LOT /� r') ))KTOWN REG, 1,14 (COMPLIED WITH) ,ta\ /� a 1 _ / 1 `t' L_ LEACHING CHAMBERS,R F �o RESIDENTIAL ZONE: RF 7 l9 _ '� �\ / a `�'� /'�G RP. i i 1 r C12+1) x C46'+1) 611 SETBACKS: FRONT 30 .4 7 . f N,� SEWAGEDISPOSAL SIDE 15' ? i / COTUIT BAY SHORES 440 GPD + 0,75 SF/GPD = 587 S,F, o r __.. `� / --- -� _�.,, ASSOC., INC. REQUIRED REAR 15' 20 0,. �,� �\ / ' ` �`� SYSTEM DESIGN �' n\ �-� ''" / V `r° t Fps. ASSESSORS MAP 74 USE HIGH DENSITY POLYETHYLENE m MINIMUM LOT SIZE: 43,560S.F. 21 �.\ ; ; `� a G '�. � ' $ I / � F PARCEL 20 LEACHING CHAMBERS 12 x2 x46 TP#1 - - '_ ,,�'� ` °'�o`•� SIDEWALL = 2C12'+46') X 2 232 GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE II - -7� ��' POINT �� -- / -- AN �; yLF. BOTTOM = 12' X 46' = 552 cp '' . - 1 - ��ti 784 S.F. I SABELLA ROAD �' 2.3 784 S,F x 0,74 SF/GPD = 580 GPD - ------------- '2) t' I � f - _� , ,,4 BARNSTABLE ~�• r' yv�'/ / EXISTING LOTQ U 25_ + .- -- _ �.- / HH EASEME �- „ G % LOCUS PLAN: NO SCALE „* '--.-- ��\ 'T 8r,. _ _ , •" `1.. 3,4Y /' .� f Q` � ,, C.BAS , �� �� I� 2$ OF It / -� 27 o N F ��9�; - `R / ( ----- =- G--- �� i' ; �� �• C7 CA1�J. " o NEIL & BLANCHE SOSLAND , _ �G -� �L _ c , c� r �sPiN N ASSESSORS MAP 74 CBQ,Xd' d EHH_--'-�_-----��___ � � �W-•_. �_`.. � �' � d CM1n clu PARCEL 18 , + ,�, l .mo t Q '► MWAL N °° . EDGE _-__ __-_-----i-------- ----- r � ' , X PREPARED FOR: ; I _ - --- ___ �' '�1cl HYDRANT n D p a ALVIN ZANKMAN G �� J_-- , ' •`� 1316 11TANIA LANE 1i C.BAS VEME �cs -a BAXTERS NECK RD. NOTE: , Nr -- M AN V 1 S � -, � �. G CLE A 22 02 an EXISTING SEPTIC COMPONENTS TO BE ` '--_ 4 BENCHMARK ` C� LOCATED AND REMOVED FROM SITE. C.BA p ()\�Al NAIL SET IN DATE: APRIL 10, 2000 °' ` BITUMINOUS _ i4 y P I N, -__ � COM DES G K. HEATY LO PAVEMENT m ` / ELEV 27.4' PLAN V ( E W �p LOCUS CHECK:• D. CRI5PIN DRAWN. K. HEATY cn SCALE: ? = 20 FEET POINT FIELD: P. H. / A. D. m ISABELLA FILE NO. 8135-SEP.DWG m ROAD NORTH DWG; NO. 5191--02 0 10 20 40 FT, BAY SWEET 1 OF 1 a JOB NO. 4-8135.00 I 28 REVISIONS: `'� artj NO. DATE DESC. N 1. 7/12/07 ADD RESOURCE AREAS Q y AND DETAIL a OSED - d •., BAY WINDOW — d� G BAXTERS NECK RD. '"�., 2.6100. — 4 � — 100 d � LOCUS EXISTING C ;ram p `HOUSE CgSTq�� . d POINT EXISTINGA�k SABELLA PATIO ROAD NORTH DETAIL BAY NOT TO SCAL N I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION LOCUS MAP AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE NOT TO SCALE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. o� CURRENT OWNER: RICHARD STEWART TITLE REFERENCE: CERT. 165719 FIEW � LOT 48 PLAN REFERENCE: L.C. PLAN 3216 E lge�O ASSESSORS MAP: 74 'I PARCEL: 24 r� Q• 7/it 67 ZONING DISTRICT: RF SETBACKS: FRONT 30' N/F PROFESS ONAL LAND SURVEYOR DATE SIDE 15' WILLIAM CRAWFORD REAR 15' `i�% ASSESSORS MAP 74 MINIMUM LOT SIZE: 43,560S.F. s O PARCEL 25 CERTIFIED GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE II) �q PLOT PLAN VERTICAL DATUM: N.G.V.D. 1929 ,( N WITH �q No THE STRUCTURE IS LOCATED IN ZONE C, ��, w� PROPOSED AS SHOWN ON FIRM COMMUNITY PANEL �O \ N 250001 0018 D, EFFECTIVE DATE: JULY 2, 1992 �+ �3' �Y CONDITIONS O O• Z��• �N�ti , \ c^ s�gl9G SE�PGK \\ ��� AT ro 00.E f , �NG LOT 47 •�0 #82 `STq F,� ' 646 ± S. F. �0o POINT ISA13ELLA ROAD 3„E 261 \ • -9s, N69 / �r��'' •� PROPOSED \\ o 9� IN . BAY WINDOW I �ti� BAR N STAB LE =` CK SEE DETAIL. ,'IROPOSED I ADDITION MASSAC H U S ETTS 9�•4' Box BARNSTABLE COUNTY PAT10 C + • POOL \ �' ��' SAL m ----_t MAY 9, 2007 TANK ' \�G ��' PATIO .� -------- Co \\� CLAMSHELL i c 32.89• L \N DRIVEWAY i '�• Res 4� ry N/F 50 �v}� COTUIT \ten EXITING GARAGE BAY SHORES \\� T7 BE REMOVED ASSOC., INC. c� \� \ ----Ep ASSESSORS MAP 7 6g 6 \ G ;= GF PARCEL 20 �_ \\ PROPOSED \ LOT 8 DDITIor1_,c-- — —7;1- �p0 -------S------ - -----� LOT 42 �-- - EXISTING - , EASEMEN ���� �I I N/F ----''�� 8� i .6 C.BAS NEIL & BLANCHE SOSLAND �� 273.42 = ; ASSESSORS MAP 74 ___ PARCEL 18 - '- - D `—� PREPARED FOR: ACME"j ABELLA RSA , \ - , EOGE OF p POINT �S \ RICHARD STEWART --------------------------- 82 POINT ISABELLA RD. `---------------�•- E �f � � HYDRANT C.BAS `�PA��ME COTUIT, MA 02635 C.BAS`` 7% SC 349 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1" = 30' 0 3.25 7.5 15 MEFxs 0 15 30 60 FT PROJ. MGR.: CRAIG FIELD FIELD: DPG/JFM CALC./DESIGN: P.HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 8135-CPP.DWG DWG. NO: 5191-04 JOB. N0: 4-8135.01 SHEET 1 OF 1 o � � M O U1 04 u N `" cNn O u EQUAL 01 EQUAL 18'-0" I'-4" M on 5 1/2 cv 3'-O I/2" 6'-II 1/21' 3'-O 1/2" 1'-q 3/4" 3'-1" 4 I/2" 12'-3 1/4" �, •� �10 ^xd) O C V O <Ixm tnIO i+ m� �_ `. '� a o,, u IPE DECKING ON Q�z P.T. 5TRIN6ERS " - 3/IXS RISERS X IX LU cm -O- 3' " 3'-O" _ __. .. 1 3/8" O ' lil l 1 READ TR EAD TREAD I N t� ft ._01 . _ i In �! , � • --- '=r--------- �.--- __.._..I 6+6I i(3 FLEXI-FRAME 1�1 .___ , DINING ;, � STEEL JOINING STEM j I I LA55 DOORS Wl TRAN50M ABOVE I I i s+: ' J + 0 T I EDGE OF FLAT/51LOPEO GLG. ABOVE ---------------------------------------------- � ---� REMOVE EXISTING DOOR I I I AND PATCH WALL OPENING; NEW DOOR AND CL05ET _.-_._...._. ---......i. WOOD BURNING -- ---- --- CONFIGURATION l II i E .1.r i' I ! W/FLUSH HEARTHAC -' I" - oI GREAT ROOMco u I i Ilk I r I _ _ . -.... - - --- EDGE OF FLAT/SLOPED GLG. ABOVE a.' 1 I I A - — .. -—r --.�'r' I• 4_._' �__i LINEN I :: I - - I T i KITCHEN � I r ---------- - I - F. 14 I - I NEW POCKET DOOR IN EMOYE EXISTING WINDOW 5 FLEX(-FRAME (TEMP.) fn ---- _ STEEL JOINING SYSTEM 2X6 WALL I . ._.- 1 r AIND APPLY GA51NG TO OPENING —i._._.q-4 X -0 3/8 O REMOVE EXISTING TUB ' b FOYER I REPLACE WITH NEW -------------------- - CUSTOM TILED SHOWER I i._. GU TOM - NEW DOORS IN NO INT. SILLS �.. I AT AWNING WINDOWS j ( I 2-IpX5-O BATH. + EXISTING WALL5 OF (FOYER�/ REMOVE EXISTING \ Wr;"yµ "... I ti•' !/ ,\i''1 I I I 4I -__ I it _I WINDOW AND PATCH ____ ___ OPENING , I I 1 5TUDY 311 BII ,q)• all { Sill I I --- --- -------- --FLAT GLG. ABOVE --- --- -------- 4_----- -------------- , - - - ----- 1 I 4 � � � b I LI, I i I - 1 ------------- � -1-- - --- - O+ I I O --- -------------- R EF. t I -j r q 1 I I ' SUPPLIE REMOVE EXISTING WINDOW -� AND RELOCATE AT y I ►-. GL05ET/5TORA6E I I PORCH I I I 3 r I BAR I I`q — O A� TW 34510 N 3-6 1/5 X 6-0 1/5 J m EG�JAL I I EQUAL PANTRY l w ° m m I - 1 1 (V � orsanmsa�ym� c� E.• E Q I d ' m s-�����a-� `. 0 Im T - -8X6=8 G.O o a o V Q p o coos o - c o-_ os .a _ o oTC oYo o c y_ m fn p0� m _..1<N .._ _ , I r .,,, y c ci c a I . 1 ^ppp' tl X a so rn - 3d oL �y IN I ( 11 1 I 1 ` 11 1 I I \ ,�I _._ ,1' h� _ 7 1 I X �x Fw-X N �X�X X — AL 1 1 i �8 ;_ .+�7 ;i ' l I / po�« o o cQ ms C m _ _ _ _ _ - 41 1 ROGUE V LEY 4g82 (I.G.) L 9I� c I 1 i .. I`. It I " ___. . .-- --- . 14 ® 7 12" N O.O U W/(I) 4l0 (.G.) 14 5 DEL �p - - D $ i In o a .,; 1 ul�u)� wm In�ul� u)� t .._ +6� ylQ - Q � CN�U � °' NO�Q�� vi Nlr rq C, C4 Nlr- (R.O.: 4-2 6-II 1/2) ., _ _ , a> q" TiTR. + i' N N F (� �I IN Q d yrt ._ F+ yL m , IPE DECKING ON O I I "t �t. v v. d - r� .__.. --- Iu J I_, ' ' B ^�t 3 `L os"v "' p q , I 1 1 1 O 3� 1 1 1 I I I J A l O 10 U c A S P.T. STRINGERS W/ I.iINNIN PI`C 4NININ PIv Ty� i0 v °' �O _ o_"� N"� rno `o y cc IX3/IXS RISERS i I ply FWH 6065APLR 6 8 L v, ° c m °' z wIF Iw H A7 y o C:= cr, -4:44 III Q I i li 1uIQ ~ N mfa m O0 Ot.0 y C G..p Ivy I i -ii 'w �WIL DN. � X-s< � ' px-mmo � z g I I I I I 41_ 11 3'-q" ' 4'-3" 3'-6 I/2" 3'-5 I 1_ 1111_411 C.:.r 4) E"a ro_ m y �z O 12" SQUARE TAPERED 4-q I/2 x "CRAFTSMENPERMACA5T -------------------- ----- -- ------- `" -------- ----- ---- % -------------- 2 0 „ I w COLUMN BY: HBBG � -------------------- ----- -- � .r -------- ---- ---- , � ---------------: u'I 1 SIDE E �'ikY w o (COLUMNS TO BE SPLIT Q B OUT TO REQR'D HEIGHT) _ HALL \- ' POST ON. AS NOTED 1 +�f1 , - u EQUAL EQUAL 4-0 EQUAL E UAL QUAL _ }---------- J3 rt-Yl OGKET IPE DECKING ON t,,� n, - I ' P.T. 5TRINGER5 IN/ O i. IX3/IX8 RISERS O W ,� � GUBBIES I N TN 2432 2-6 1/8 X 3-4 7/8 ° �— o V RETAINING WALL AND TW 2442 -------- ;� , w ^, —� 2-� 1 8 X 4._ v J S.IW RAMP BY LAN05CAPE�: \ I L PROVIDE ICE 4 WATER SHIELD AND FLA5HING A5 NEEDED O l �\ fL• I(� ® HOUSE WALL/RAMP LOCATION �y/�/\� III s i (A ._ w O f 4..I ° • W +J F 1 RST FLOOD: PLAN ° - 00 V ii 5 G A L E I / 4 " = 1 ' - 0 " job n0. 0654 EXISTING HOUSE = 2185 50. FT. EXISTING HOUSE W/ ADDITIONS = 21.76 50. FT. �')�, O� WALL / PEMO GENERAL PLAN NOTES EXISTING GREAT ROOM = 256 5Q. FT, PROPOSED HOUSE ADDITIONS = 125 50. FT. date APRIL 50, 200-1 EXISTING GARAGE = 454 50. FT. PROPOSED GREAT ROOM = 60-I 50. FT. EXI5TIN6 BREEZEWAY = q5 50. FT. PROPOSED GARAGE/STORAGE _ -116 50. FT. - ALL EXT. WALL5 TO BE 2X6'S ® Ib" PROP05ED MUD HALL/CONNECTION = 4 7q 50. FT. - WALL5 AND ITEMS TO O.G.; ALL INT. WALL5 TO BE 2X4'S ® I6" scale A5 NOTED - - - 1 BE REMOVED O.G. (UNLESS NOTED OTHERWISE) TOTAL = 5025 50. FT. TOTAL = 4151 50. FT. ( �/ ,� •�[ EXISTING WALL5 TO - WINDOWS BY "ANDERSEN";400 SERIES drawn : KMW l.0 REMAIN TILTWA5H UNITS (REFER TO ELEVATIONS L FOR GRILLE PATTERNS) rev. NEW WALL5 - FRENCH DOORS BY `ANDERSEN";400 SERIES TILTWA5H UNITS(REFER TO ELEVATIONS rev. FOR GRILLE PATTERNS) DEMO NOTES - FRONT/SIDE ENTRY DOORS BY "ROGUE VALLEY" Q EXISTING DASHED WINDOW5 8 WALL5 d TO BE REMOVED AND PATCHED AS - REFER TO ELEVATIONS FOR WINDOW �?? NEEDED OR REPLACED AS NOTED. R.O. HEIGHTS ABOVE 5UBFI-OOR cV AND GRILLE PATTERNS r 0 O ISSUED FOR CONSTRUCTION sht: 2 of 15 LO V C7 (A O (A C V N M N �= O �Liz .� L V. CMO -------------------- / L N Q0 V , ..... _._ ..:__.. _ __. -------------------------------------------- -------- I I BEDROOM B i H1 EXI5TIN65 WINDOW TO BE RELOCATED AS NEEDED TO , , FIT ABOVE NEW ROOFr. ' Q. I'-4" V 1 , ; , V KJ ,. EQUAL, EQUAL Y. OPEN TO;7 1 i 1 BELOW ------ ------ r- �'. WOOD FRAMED j CHIMNEY W/ APPLIED BRICK VENEER ALIGN WALLS ' Y � N /°� I r _ _ BATH. 3 OX4 D �s I i SHOWER �, I I ..__-_.._. Ir, 1 i 3 i Q V ALIGN WALLS ---- ------------ LINEN -I 61-OX6-6_G.0. , - IL Ds�lm� i I I 1 b _ 11 21_/11 ALIGN CREASE OF PORCH EXISTING WINDOW5 TO 2 9 ROOF WITH FAGS OF EXISTING ! I ! j j _. ; BE REMOVED; PATCH WALL SHED DORMER(RAFTERS :- t r b AS NEEDED 1 `L• TO BE BUILT ON EXIST. WALL ; MAIL€12 ALONr55IDE-... ._.-- ? i. }aj 5TO. DESK I 1 i EXIST. RAFTERS) r , ,1 SITTING I I 2X BLOCKING AT CUTAWAY , I A7 >,~- a,.r >, I 1 FOR EXISTING WINDOW ; I . Oss 0-.' mL any ms O E•0 (ANGLED FOR DRAINAGE- REFER TO SECTION 5/A--I) i s--•� a �� c `....�,=Y ° j c O.-U `Os �o _ o orc 3 3 O._ o my i I. t-------------- -----"1 00 H>,O O.0-C y ��Z UFO (,).-� ID 0 r .---• r- ha O O Cam_` G� co - ---------------------------- I I I B I d ass N ° O y 3 C 0.0 Jc I -P V t 1 I 0 �V I 1 ' , 0 4-1 L------- ---- I I rNO _______ ___.y ------------ I �I I Ir------ ---TI 1 \N I 1 CL r. 0 .� p v +' +NJ 0 j <C C!) 00 U cn 5 O I`� F L O O R F L A I�l EXI5TIN6 HOUSE = 1450 5.F. S G A L E I / 4 11 _ I _ 0 " job no. 0654 date APRIL 50, 200-7 Scale AS NOTED drawn KMW rev. rev. ; m (V r O O ISSUED FOR CONSTRUCTION snt: 3 of �3 E E --- M0 O u? 0 > 2 V1 DR _ O I F -- '-------- I \IA a 4 O Ln ;CAN W yam' .� J 1\\ ` N. N, \Iib I o \ a.. era \ \ `116 \Q \ \ \ \ c4 P �� P O \ ` `, s \\ � �W b\h r G•5� CA \ .. S GPO ,SOP ��I'�do \\\\ \` �\ \�\\ �: \�\\ � � w0 `000/0- \\J\\\-P•Etl \\ \\ OP P / \\ P PO \\ N. Lr- IN, N i� t (A \ 3 9Q0 �� L s 9WPaP \N• `� \ 9N�P9 GA\ 3- 0 ,8 V 4-4 ` �\N ��p Poo \L �\ �' \\ \' \\ q/9�Np,( \1Q¢ �j V G �` �� r, P v' O • \\\ \\� \0 00004� G0��1.\� \\,L • /.:A �, \NWI IV o. / 2 0 � VJ V b ,PPS L� (� G ® - \ ,% 0 \ \N. \\\ \` P OPT\N,� �,\. �' `��,� \\ \ a ------------- - II Ii ------ I�1 e\`\ \ b. \� `\� f mom. p�coi c2E voip G �\ o c `o �� ,��, \\\ k�\o b I RST FLOOR � Ll�l ( GROG ) � 03yy � �� �; O U N D T I O N PLAN ( G R G E ) �„ 9� ,- ., X �� \�� �I� - - ,.s � N , . s- ,ate rJo� occcicc c `\ � \ �Ul `\ ', .� �Q \ ��,Q II = ►�. m�r O dN.O. N �: Q�y (ri l a n �n � om0SQbmac0 SGALE : I / 4 = I - O ` `�' ` • "9 \I 5GALE 1 / 4 1 - O ¢ mc � oam.., nm II I II N-- �\ �� �-o F� '"' 2,�0 �\OOP s � 3:2< m - c> �-- ypOm•c ,0`1 "1��9 �' �y \I� WG,Q S y U20 -�O �L y-�C_CO 2 {�- 300 D �'� 2 n.m o m c o c c m -�,- ay xsQ � oXma> o `O cica J Qm.., 2cu • mF- ErnvmGmgn iµ i-• 3? 4-1 Q \ N, N, O _ GL N, GENERAL PLAN NOTES 0� 7 y V1 ALL EXT, WALL5 TO BE 2X65 @ i(b" 46 O.G.;ALL INT. WALLS TO BE 2X4'5 O lb" O.G. (UNLE55 NOTED OTHERWISE) Q) `� Y 1 •C� WINDOWS BY "ANDERSEN";400 SERIES 107 b o TILTWA5H UNITS (REFER TO ELEVATIONS ® Q FOR GRILLE PATTERNS) FRENCH DOORS BY "ANDERSEN";400 SERIES 4-J \'\ TILTWA5H UNITS (REFER TO ELEVATIONS Q FOR GRILLE PATTERNS) l v •0 w `\\ \ \\ 'C� b\h ' f `✓ X - FRONT/510E ENTRY DOORS BY O �, 1 f a Q "ROGUE VALLEY" `\ 2M �� o4-1 - REFER TO ELEVATIONS FOR WINDOW y -3 �W�� �`� \\ \\ R.O. HEIGHTS ABOVE 5UBFLOOR -� ('I�'�� NQ ` \\ 2'(0��' \ 3'Q� '� AND GRILLE PATTERNS Q V / W PO�,O� \ 0 N, G ,d job no. ob54 f , p date APRI L 50, 200-I scale A5 NOTED ` a `�-' \� drawn � KMw VC rev. o,0 3,,0" rev. rev. �3\I� SECOND FLOOR PLAN ( OAR ,r & F- ) GUE57 SUITE = 6'10 S.F. Q_ m 2 N r O O ISSUED FOR CONSTRUCTION snt: Of 15