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HomeMy WebLinkAbout0073 TOBEY WAY - Health 7TT6bey Way. 246-'D80` } Hyannis TOWN OF BARNSTABLE LOCATION n/fe C/ Gy wl SEWAGE #,9X 1`f Y VILLAGE Gv hLaaws , ASSESSOR'S MAP & LO INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /M loot—)d LEACHING FACILITY: (type) (size) NO,OF BEDROOMS BUILDER OR OWNER l PERMITDATE: J' COMPLIANCE DATE: l/ / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist ' on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facili (If any wetlands exist within 300 feet/oJ Feet Furnished by ��� No. (.i � _ , D �' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTAB.LES MASSACHUSETTS 0(ppYication for Zigpool *Pg;tem ,(Cote rurtton permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. '� V V Owner's Name,Addle s and No. Assessor's M p P 0 1 L,Vi `u , vV Installe>is,N77mp,,A ress, d Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Sized t f._sq,ft. Garbage Grinder Other Type of Building No. of Persons Showers(D.) Cafeteria{ ) Other Fixtures Design.Flow E5 gallons per day. Calculated daily flow � gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 Type of S.A.S. Description of Soil gIt Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the En 'ron ntal Code and not to`place the system in operation untira, ertifi= u�- t cate of Compliance has been issard I th. p Signed Date.. G 6 Application Approved by Date Application Disapproved for the following reasons Permit No. ✓ Date Issued J '♦ � 2 1 � � •4 N +s .� --•ii' �:,,.+F �—.. "`•3�K y fir... .,._,l[r „5cw .,y,�••`.�-"°'s`.L iri+"" 11,50 U ' No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �. ! PUBLIC HEALTH DIVISION z TOWN OF BARNSTABLE, MASSACHUSETTS Y . ZippYication for Dizpogal *pztem Con! ruction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Loc4 1,Addjressss or t o.H W CV, Owner's Name,Address d Te.No:-. Assessor's-Map/Parcel 0 L Installer's,Name,Add ss and Tel.No: Designer's Name,Address and Tel.No. �j Q 6 --Type of Building: Dwelling No.of Bedrooms Lot Size (_�sq.ft. Garbage Grinder( ) Other Type of Building o. of Persons Ll Showers( :�—Cafeteria( ) t Other Fixtures Design Flow? a�i gallons per day. Calculated daily flow ���^ gallons'f ` Plan Date. . Number of sheets Revision Date F Title A. kt Size of Septic Tank O Type of S.A.S. h Description of Soil ° Y!LIk�1 a "d` :j Nature of Repairs or Alterations(Answer when applicable) "Date last inspected: Agreement: f` 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 Envi nmental Code and not to'place the system in operation until a Certifi- cate of Compliance has been issued by�tttis 'ard o e 11 r Signed i��/ Date—Ad 3 0 6 Application Approved by .� 1 �1 Dateq. Application Disapproved for the following reasons Permit No. .i Date Issued THE COMMONWEALTH OF MASSACHUSETTS r' BARNSTABLE, MASSACHUSETTS _ r�M - Certificate of (Compliance THIS IS TO CERTIFY at the On-site ewMIN) is osaall System Constructed( YRepaired ( )Upgraded(.• �) Abandoned by ga rV WA k Wo fl (9 Z as be constructed in accordance with the provisions of Title 5 and dehr Disposal System Construction ermit No. 3 dated Installer Designer The issuance of s perht shall not be construed as a guarantee that the sys will fu/nlcttn�as es, �ned. � Date l Inspector �b li 1�' --------- j ----------------------------- No. D ' Fee t 10 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi!6po!gal *pgtem Construction Permit rade Abandon u • Permission is hereby granted to Constru t( )Repajr�( ,)i�Jpg j� �. ,)�� l�� System located at cif/ l! l/ J and as described in the above Application for Disposal System Construction Permit. The'applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constr ction rriust Pe completed within three years of the date of t ' e Date:_ /� Approved by 05 W2 6L, FROM :down cape engineering inc FAX NO. : 15083629880 Aug. 16 2007 09:26AM F1 0 Tom ®f Barnstable e Regulatory Service Thomas F. GCder, Ditrectot Public HeaRb Division Tbomas McKean, Director 2.00 Main Street, Hvat<nis.NIA 02601 Fax: 509-790-6364 df�5ue: �+0�-�br.�Uati Installer De§iUer-Csertafica_.ion Forffi 1/4 / SeR'age Permit 11 - / Assessor's I IP\Paircel Installer: a. Q j He:j Address: yr , `jP� 044 fs e � ��S 1S51�Cd a 9eY1Z1tT 10 install a septic System at D� [,J based on a design drawn by dress) dated tt�, (dt.�;gner) X... 7 ttZ the septic systea, Yeferen�ed above was c'nan�es�such as ateral led �reiocauon of tiv, according To he brie W11c.i. which mzy include minor pp dimivilion boy:anchor septic tank. 1, ce tin' that the septic s}'stexn referenced above was installed Aith major changes (i.e. the 1Os lateral relocation ofthe SAS or anv Vertical relocation of any component Of t ie setgir ut in accordance & Local Reeulations. Plan revision or t by design. follow. ,: ARNFi H c, OJALA CIVIL rw s ar 5 ignaturd) No. 30.792 Leo •-� �- (AffriA Designer's Stamp Here) (T�fsys-�er s _i�nature) F'LERSE RL7I)R-N TO T3ARNST{�T3LE PLIBL1C 14F-AL-rH DIN STON CERTIFICATE OF 6eC31bIPLTANCE WiL NOT E ISSUEii 1J T1 hPT1J THIS FORM ANI� AS-BUILT CARD ARE 1�;.ECTrI QED ByT,IgE B RNSTABLE PLTBLIC HEAL'Y Dl'\, . THANK YOU. ,•.-`:a....1.4�c:ow;.lnr�innY.�cenilication Form 3-26-04.doc • T t f- vR I �I- 77, il NA I v'\ ��- QP Z�' 70 r Li I � 4 D 1 I i I - D ➢'�" I i � I � I I I ; ; I I; I I I I I I ,� II L t-- I ! a x mx DZx az � m ]7�Q' u ti mDL I� y p gym. �43 �a mm -aFm Iw E -m E F y A �D EO ZmDDj m OQ to t IT T N moIT I$ D b IA IT MTPZ m r=m A O = LOmA TTP. dN p�p m yj1 m E '----- 'Ma! L-- ���fff O �7 m = IT PIT k. I - D�� a MA �w 0o I o mr w ' :UPPER FLOOR 777 SO.FT. MAIN FLOOR 1784 SO.FT. N' SUB-TOTAL 2561 SO.IT. u�- e.. o. !-+ BONUS .T32 SO.FT. NGARAGE AREA.440 SO.FT. Wm --- r DD9AI,AN-NASCORO OE—ASSOgATE3 INC. MIP�� rge4com l W NW 18 AVE.'PORTLANO OR 97— 40J/224-881 F%m 60J/JJb093] a THE TYPE OF EXTERIOR FINISH;THE INSTALLATION AND THE WATERPROOFING .' . DETAILS ARE ALL TO BE..THE>FULL RESPONSIBILITY OF THE OWNER/6LDR _ THIS DESIGNER A8 UMES NO RESPONSIBILITY FOR THE INTEGRITY OF THE SLOG ENVELOPE \ 'CHIMNEY TO EXTEND MIN.74''AB ANY ROOF WITHIN 10'HORIZONTAL , ROOFING MATERIAL - (SEE ROOF PLAN) I7 G.I.GUTTER 7 X 6 FASCIA 'CAU DOLLNBPOUTB(SEE ROOF PLAN) 5/4 X CEDAR CORNER BDS. / - HORIZONTAL LAP 810ING \ TOP. WINDOW HEAD d u / -- - ;tad➢ c� 1�a �_ s FINISHED FLOOR _ _ _ _ _ _ _ — _ _ — TOP. __— —_— —_ 21S y B ' WINDOW HEADFM _ § y .. FINISHED FLOOR. ILI 09/18102 DM ..._... 2 WN �1 9 RE i0�0/OR R� RE R LEFT SIDE ELEVATION SCALE:I/4' 1'-0* WINDOW HEAD - FINISHED FLOOR _ _ _ _._,_ _ _._ TAP. _._._._._._.—._._,_, \ . WINDOW HEAD -- -- 00 O 0 0 fA N nm a W O¢ ¢ 00 < ¢ LL0 Wu O y 9 2 ¢ FINISHED FLOOR_,_,_ — _ _ — f rOn 0 u 2121 QE A Q ELEVATION THE CONTRACTOR A08UME6 FULL RESPONSIBILITY INSSCALE.;I/4' 1'-� F NISHE9 AND TA WEA7HE RPROOFING.�ALL EXTERI OR COPYPI(-liT © W99 ALAN MASCOW DESIGN ASSOCIATES.d4C � r w 03 N m - Z � w z� , rr I n L 1 � � �A 5 9 I I; 0 rn A 3 0 c m -- A :41 - _ v ---- \/ Z eF77 — 011 t ci f I A MnJa k 23_:_0. >t- I T 4• ---3.S' ;. -----si.•X IS'GL.HDR.—_ I . AI i ° I I • � _ _ _ _���¢77iiX I �� �m � 'I 1 'gee MI ci9 r - I (2) Wo x 6/0 SJ4. 1 O y Z 3/P,�X 4/6 XO I 9/0 X 4/6 XO (2)1/@ TR,4NBQi8 f!g_I`12 p 6 �N .................... ..... ' fi l 0................. DmD n ----- im mm=O . X }, /J,, TD 11 X _ mY m I t II r---o -u � D'p H - UF--I-it. llll7�. — ,y w mj y`' I 3r v pl I IT IIII Ih OPI I-- --pp — ---- r. r Z A D D 1 01-_W IIII T - {j m l5E ROOF PLAN). 0 c°iDmm@ �-o h �O� I i L---�° --- ---- —.—.—'.— T a D m�pD' O n Q W I III^ � � XOr ! 2 X 10 FLR J6T m 1 x i, �\ I ___-- p CH ++ I'- 12• T-4. 1.1'•, -0. 1t° ( -r f 1/0 iRANs sLOFE tc ° XIL (2)2XT@Iilx iI 6 X �a z I I X ° e X o film @ � �PEi ROOF _ - _ 0 III $' 9 -- 2x I0 FLR Jsts. ®16 or_ Imo-I3- 0 _c_------ __ I } N 112------ III I xg I L.II I X 10 ®PAm — — a p - i a ' ui �J 0 I v I_I (2)2 X10FLAN) � w ja �F.__ A I X ' - m m A ( �(I Em ��� y1►)1 BIII 1 �I mp@pl�1 _ I A .� a (2)2 X10 ( 1 0 FRENCH\Dom. m zl l sro® a I _ (TEMP) X; 0 I U I6 0a; 5 a N r la�F = _ =s a I -6'4 x 9 GL.B1N FLUSH `- r (2)2 X I@ __ 3'-10, 2'-2- N - a a 1 II ® x — --- — �X10s m. 2XI0 FLR J5is. •160.C--_--_- , I 6 X 0 BM_ GL.BM FL 16M p —. - A t - I R45" I q6 �Itl Rc7 ! I - I Wlil Za a DW tiXM Wes�// a I F a 2'-4' 6'-0' it (2)2 P 10 FLR JBT o 12'O.C. --7r X X IT, 2/b X 4/0 CBMT. I 12/ X 2/6 FXD. - -- -.--__2/6 X 2/6 FXD. 1 I i i Ili -- - _—_ �- W-10' CLR al rom DA �mAX m H_obO O F^D � m rr7i grT- B �m mg X� K9 nA. r :l mx, s�c7 3�mEp w 'O-a-pp D m A m prTV ' m 3 T -a0 Q QQ ^4f�,� ym>'O ° 1lyytt P 12 r D pm00 y0 O MA.m z- m= $ Z =+0 y7�I D r Eric-cAT�. mpp �-a EmOmR °oo o m m (Oo ~O -�Tn mxg m. m iT1((m�i Z I . e g yL� t6 � �EAz jo 1<0 oypy @mm Z ~ nO m A nZZZZZZ 4`A tll4�Y O r ,� k N UPPER FLOOR 777 SO.FT. ; MAIN FLOOR 1764 SO.FT. FN. SUB-TOTAL 2561 SO.FT. BONUS 232 SO.FT. NGARAGE AREA .440 SO.FT f I� v^ 13D6 HV/140 �VEo PORTlMN 500H 9)209F 603/0iS8M/1. 603/211-0. • • J } { i I � r n [ I 1 y 1 I r -fl m u F A I rn -- r 370 5 - -, - i30' T61 1 w u O I O a x� P I 2 X 12 CLG-J IS, •24 OC. I I ' I I — I :Ix SLOPE 1 ISLOPE - I ==_ o __ f}j'--- g— Eorl x P EE __ SEEPLAN7_—____ __ j0 A - x X P !Alf2 X S CLG.JSTS. a 24 Or- N I s— 2 X 8 CLG.JSTS, s 24 m_W ( nb6 @ p - I PPnP � .gym 0 -_---_____ `x I E I B O I - � P III_ -�Ilu---_— PLAN)------------- _ I I A I P •III 1 {l 4 A $LOPE. w m ❑ I IQ I ' i mix pc�'d•.. ��I - I — — I '— —'—'— PLAN) ® Ib R I I rn I> u Ilu.'Iu.. y5 l x 0 lix— ( r 1 P H( OP •-� nDA P IA j i A / IIu uu nWl' A w n�Xii� OP �pl m � N I Ana �_ ( E ROOF EEW MIX _ — - s' • 5/00 i - n 1 CLR K _ I a ® I p - X D 6 LF'� 2 X I0.CLG J TS. a 2 O.C. fm 1.x - � i --------- ----------- to 33Oa Pm nA`•. U a^ m r vn v nri rP z 3e m �ITIA '�m 3p— 8 z 0 r7i g'� m m �n rc F D z� - c 'Zm- �T� ��o z o Oho " `P m„ g z z �m o �$ NO:[ H P m � E yy cl rppp n m m�n m mu rd Z 0P 3€1=p mD wE �a. O m� Am rl Z �p : g0 ^ 003 �Q3O O 115 r b MA Os lu @D� <� �z �P1D R F g AAA rZ r D LX i� m y0 Z m Ap OT O�P A�� nr D �3 m m 'm ~ O i r r 2X _ m m Hm �1 q po m N UPPER FLOOR 7T7 SO.FT. nu _ MAIN FLOOR i784 SO.FT. z NSUB-TOTAL 2561 SO.FT. �• 0 BONUS 232 SO.FT. NGARAGE AREA.440 SO.FT, A.-.0.oE51(W a990Ou1TE5.M. nnP//��� eecaacmm • • t]05 NW 18M AVE, PORTLAND ON 9720 503/223-9*1 FAX 803/213-0903 I l t, r • B Dom' �Oa M - m ~� mn^� 3J A mm .. 4 My 03 . r OX 0 °? m <° V 1 6 S I a' P 11 Im ' 18'MIN 42'f'14X. 6' n (24'MI'J.-3 STORY)I - vJ b POmv e@.cr ZUI v .c OOvm.cr Sm vSGO, n• cp e� 4•v Z rf°mO S�'-< yA _ yX(�-Op �� X DX •O �0 m— j �° AX i N S ' W•' vAA r� O � OUp I."PTf Y DP 1�m r 00 �„m n m^ DAP POp i2�SX -nfix�, bz 3 i 2rpX A ZWmyQ XZ Z pl L � m y.. u�m�� ' g�m iD g m�°m�m� e �mmm cA� �R�� Z= °Q z °nLLDLW ��I D O lIe m0 OODmy ,Oti meDm. 2 gyp A.6 I�i 7�� m M-yI D'0 mwm DD p�m�:n' my' $ �mt�i O �ma,D�.m ° -N ' y41. a OrP A_ M m ZApp O!_° P°m D� tSliD X €i y— NE m Nfmllr�� D m ° jm P���Z -(.-r6AprP z�� mm rDz�c ?" A.. P O sN ��nz ]In O ODDYIr Z Zm�i{ E Owl, Z � D pn X E:M_ A ZttpnnsT c� P, m NOZrj o 7cFr s_ R5 4RZ$"mX _ 0- Zr pPP'(j. mr-Q88 r O m 4i_ O m� • O A-" -�m N g A I I OAI Ar 9_ >•7— �. am D a f, i nr ~O _m (1 pp ,J m t 2e•-0. 2V-0' i 2'-10 '6 Cl rt I _l-__ ----__________________________.J_ . I � L I F O iz I A rm pP ! 1 e m O I .1' LEA 61A Wyi ppW 0 A C m agl ZX . Ks P.fib Ali 0 , I A u MR O .O tt l ti -T9 CC �y r m� I I ' 2x 1O FLR JSTS. o16 O.O. 1 w 1 A p I I N�rr-X op � I w 1 PO ~I p I I r I D ( III A II I 1 , , I I U! III I 2'-4: I i I 1 I 2 X 10 FLR JSTS. 0 16 O.O )I - 2 X 10 FLR JSTS. s 11 OG. U I m X �d O - I 1 114 J I ' P 1 6 P A--- (2)m 1 I I II FIEF R�-t�OVEfx I I I j lll 2 X1O •"�S _ x P , i I 0 II � l272X1O� I 2 X 10 FLR JSTS. ;12 OL. �• j 7z7sxim- �_ ZT 1 / v u± A m I FUI r 11� IX- II " - � m �_� -_ 1 m? _ 1 - N 2 X 10 FLR JSTS. o I6 OZ. M N 6' 1' II P 1 i ! co r1L , EL 1 - 777 _ ------------------- ---------------------------- _ - --- 0 • I rt� rn NUPPER FLOOR 777 SO.FT. vN MAIN FLOOR N 776 SO.FT.SUB-TOTAL 2661 50.FT, zu BONUS 232 SO.FT. NGARAGE AREA.460 SO.FT. A. o➢. •006 eW t8 PO T OR�91309 60 a8�)fAz 00J/Y10.09]9 • • mm A rn - i � I� n` �a rn i E ! Cl - -_- A y L Jq �mngE E ^ m CLoE� x D.� 0 M m o Z^" DA@m �n z \I/ �p m z Dp - �, mm t -A p m. ; 1 • 1 '. cp r@ T� r � D� D -0 W ^' 0 Z. r -r� rn ^ FIN A •pX m ' mUP gX l V� rX nIOOO 9 I .�._ 8 I t11 i rn p g0 0 �Z I4 !i! rAm rm ` 23 Y -1 m r ` m ]OR 0 1.44'= Zi 1 y pp p � i y9 F 1 rt7 NUPPER FLOOR Ill SO.FT .� ..a MAIN FLOOR 1784 SO.FT. zIJ mw.., J6ep.Y AvtlA , - I NSUB-TOTAL 2881 SO.FT. �+ -80NUS 232 SO.FT. - - m�• / ' / NGARAGE AREA.440 SO FT .. vo�� 1305 NW IBM AVE. PORTTLLANUSOOR 9' 9 503/32-61/1 WIA 50.1/t160933 I i � � I I i 1 e ! Z Dy{ HTT XA. ➢�fmmEA° NFri Z �° A p u� D(C1DTnrZEO% �}} cN flll�l $ NN im3yr. 11Dy �l t ,ni11i' mm<i �A� n°nmg0. N�A�°zrp�9P�o nazm m Qm m m E Er 0$L�O mA. O C mT €m W.ylOX EpX ppoo 6• IN anN N ��- 3�D 56 k m� u� 3.m�O f= 1= 2 yN Y ppD nN X DXXg n0 z�,`OX D . w @ w AE �.�. Nm - 5 Dn X�. nA @ °o � Z 0m \` J N..m^' t-fl =W N Or _f: Rlc m� 10) •lro �D P N iy r. b m oOhm.� 1 4 E N 11 L t ti _.-... N � + m O - ; OX 1 1 _ II L_-- --r — T 12 D A x 12 3 O�� ^ 9 - ---- ---- - - 7 I �-- ----4 X 12 RIDGE•, yy C' 12'TYP. -{'.l. - 1 OX - I 7Xa 2Xa 24.OL. $ P OX I I .r l ------------------ (2) I 1 II I _I 2 Xa Il x I 2X8. 111 t 5_Q J ; •. -( (2).2 X 9 RFTR i + AX IIf I ___ L_ (2)2X&RFfR rI ��� !.� P_2 xa 12'TYP ___- 1 uLl 1 (2)2 X aFF&TR r _ _ - ".-F I . (2)2 x a RFrR _ II m ! Ixa. @ II' 2 X a It AX IIf. f t _ O (2)2 X 8 Fa-TR --- 'tl- - L-r- -- i __ === Trr - - 24'OL- -------i--� J _..._ L f ___J 1 2'-0' - - I ---------------- IB •L r2)2xa 9 u 2xa. m rL -If i _ - i I A I i 11- _--__ I IIf �' 1 _t _ _ 11 _ ti It OX Ilr ^`y� I $$ T =_ - ---- - -'-- -=h, i l(2)2 X 8 F•E'FRI \�-'' rljl X -}� ___ T' (2)2 Xa F�TR I, LJ IJ ,lll �@ 2X8 ' :III A I I I x ---------------------- ------------- I I I X I I 2xa 2xa r , 24•oc. I. 24 oc, e ...._.. n L ----- ------ -- - ---- --- --- `pit II'/ I� Iz . N . w ' UPPER FLOOR 777 SO.FT.. MAIN FLOOR 1764 SO.FT. ZEN1 NSUB-TOTAL 2561 SO.FT. BONUS 202 SO.FT. GARAGE AREA.440 SO.FT. A. f MASCORD OESION ASSOCIATES. C. f,.N1" ecar . • 98�1 1]IM NW 18tA AVE. PORTLAND OR 872M 503-5-1 FAX 501/220-Ma 1 I: '� m �g c2i0 02Dmm= 0 — -s z A°3 A AyDZZ - DD (� r ZE^�At- °i 2 O r m4r 2r�i zr<o �nJ . m O A D r' DrOii^ m 21< Dm A'raRRO "A c - 0 OPP o? $ NP,i§ t11f'f � �n m �ADg O.� m »Qf - N O g m3D i.m3 0 u+�m-AX mAO CIl m a Dro i m rum my �nr U -Y wD awl O E �A° i m rn Epos �� 111 l��l �m -1Dn1oxZf2 D Ij 1 NUep U_Oa _ 18 t J W $ye^ �'x a 0 �R m m mU t0l Qyy-�,0� AE Bi x Dx�m y0� x O O O mamma R, �pr:�� o it b o O o o iT o oil iT Z ^.a VV� ia7 Q my D I - z ;p �_Z - m G� `� y� rP °r mA m 0M, y0� �a. `�. A di 9 N ai 0 a m O �� l-'1 - ry m� - - m D RJR m�Z m P_ - .:.9� 3 '< v AA�• fR I { u C f .. .................. ....._... ........... .._.__ __._.....__ ......._......._......._. ' m O e OAN II Ox II L-1------ ----- ----- ------- -- - - IF2 X 12 -- - , 12? 12 12 �\A 1; 1 �2 --------------------- X--- E 12'TYP. Q RIDGE A px 2Xto 2X10 1Q l 24'OG. 24'OL. <FQ A X p I I - - 6 .., ----------------------- -,'I -� - - __ ° 1 - I I 2X9 4 J I Ax III -+ � - Ft �_ -_-_ -_-- -_-_ ----- �� ; I. (2)IxlO T�TR ,�`!n\ 1 °X-2X8 ' 12 TYP I f p x - ----- ----- --- - --_ w: — -- ---�� _- --- - --- =- =-- -- -- J �'xi f2)2X10 wr II _- -LJ PX I r 2X8 III `�'P - 1 L _ 2 r n + 1 - I 24'O$. 1- t{- - Ox ---)u --- ----- - - jll _ n L.- -- - - - - �___ (2)2 X10 f�TR - - Tr) ; 2 X 10 24'O.G *21 I I { - L -12)2 X101"t r _1 2 x B. @ F'P ---- - A ------------ ---------- X - O � Ft ---- -Ju -- -- --- i -- I vv 2 x 10 Frral n - F �- - --- ------ --- - u x L --- W2 X10 f7FTR 2Xe 1 'a r all JL _ _ _L2)2 X 101�FT§2, - ____ ___ _. .r ------ IL _ e III it � I II II I I �I ' I u ' I I I 1 I 1 I 1 'I 2 X 10 2 X 10 _ 24 OL. _ I � I ._..... ______ _�L- __ __ - __ ._... ......._ • f N 1 w ' UPPER FLOOR 777 SO.FT. MAIN FLOOR 1784 SO.FT. NSUB-TOTAL 2561 SO.FT. BONUS 232 SO.FT. FN GARAGE AREA .ad0 SO.FT. ml w ow Lv� 1305 NW IBM AVE, PORTLAND OR 82N 509/2258b1/Fq%m 50i/2Y5-083J . • D" Z �m xEm m r r-3m<myrr. mrU �DDzm A DLy, mm Dm.a r m=. E al. 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I IP wJ my 4 A O rr I Ix I \I/ A D Z 1 %xj a 71 mamPm IPm- N I I� �RI 2' (� a JC I Im I 3 I r d 2'-10'.3'-2' u0 1 I 2 X 8 P.T.JOTS.a 16�4•�I • p (� �� II I A _ O 1 go r °� ° m °�g��r a_#'X = °m�D IO1 c t^u'a o m m x A 7l I,1 Dy ym�xa p= g 1�3T F 'I m."I3m m TyA . , g,_p, 3'-p• mA {uE mQr0 `flAOA ZD3 RD�LA �iDmF F�E D m Il lC Or t k ...�`��I_�\,� 3'-c'MIN. I"cla ' I mm -------- . © r s N m a T, p rn e D OeA mpA E'.. - (� r 0�10; At A D clw�� �l'm"7�1"' T D ��llm N X �(�� m^3A DDt6D C. �=- a X x X cima ppm u .,, �N X AA _ m x P 3x m / �� (wyD O m zD 14i 3 t3 m`n A_ °m GAO- i EgA O y�,A S¢ g S OD 3 V% z O3D _� `•Fy8 %0 ° tAirr ] �4yZ A w E r O ° • m ° r 1 5 �L m , x((11 mm2cD W I ] FE O 70P ZN 1)WH n MASCORD GENERAL NOTES 3/27/03 m o NUPPER FLOOR TTT SO.FT. nN MAIN FLOOR .2 61 SO.FT. N SUB-TOTAL 2661 SO.FT. BONUS 232 SO.FT. NGARAGE AREA.<AO SO.FT. —C. DESIGN ASSOCIATES•m0. NOP//.,,m.ecor I� 006 NW 1BtN AVE. PONTL 011 S]]OB B00/]]Se,BI FA% BD9/i]B-09J9 • • i TOP FNDN = 30.0, SYSTEM PROFILE TEE' HOLE LOGS 0.20 j ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) T4 ENGINEER: A OJALA, PE • /� _WITHIN 6" OF FIN. 29.0' MINIMUM .75' OF COVER OVER PRECAST /� WI GRADE 2% SLOPE REQUIRED OVER SYSTEM 28,0' WITNESS: GCN HARRINGTON, RS HOARD OF HEALTH - RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 7 24 b2 27.0 - FOR FIRST 2' OCus MA PROPOSED 1500 / 3' MAX. PERC. RATE < 2 MINANCH - APPROVED DATE 26.04, GALLON SEPTIC 25.79' TANK (H- 10 ) GAS 25.37' 26.0 CLASS i SOILS P# �,�' /+12.91 BAFFLE 25.54' �� O 0 Cl f� 0 O [� C� Foll C-7 2p �' (M2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL IN 25.1 T 0 �. © f� O I� l� \ q ELEV. ELEV. CRAIGVILLE BEACH RD. O 10.51 i COMPACTION. (15.221 [2�) 2' l� Imo ` (�.. 1� M ED CI o 23.17' 1 2 �w i DEPTH OF FLOW = 4 MIN .. Q 25.4 % SLOPE) ( 1 % SLOPE) QT 28.0' p TEE SIZES: DEPTH = 10" ( 1 3/4" TO 1 1/2" DOUBLE WASHED STONE S LS OUTLET DEPTH 14" 6" 1OYR 5/." 2„ 1OYR 5/3 LOCATION MAP NTS I. 7.77' g / /13.10 FOUNDATION- 14' SEPTIC TANK 13' D' BOX 22' LEACHING B LS FACILITY LS ASSESSORS MAP 246 PARCEL 80 ' 10YR 5/6 10" 10YR 5/6 24.5' ' 16" 26.67 ZONING DISTRICT: RB 10.64 BOT. TH 2 15.4' YARD SETBACKS:FRONT = 20' 10.45 C ' ' C SIDE = 10' ,• 13.12 PERC • ® MED/COS REAR = 10' MED/COS FLOOD ZONE: C 2 2.5Y 8/4 .5Y 8/4 r i i i r ' i r � I. / 120" 18.0' 120" 15.4' =p 3.11 ,' STOCKADE FENCE �Q , N� WATER ENCOUNTERED +19.3 // Za 5 30.61 T� 30.37 o +25.55 STOCKADE 44 +23.41 LOT A +29.04 w � FENCECD k ' ! 200.00' PB 505 PG 18 3096 NOTES: .413.84 r I -' +30.40 1 . DATUM IS ASSUMED J+i 357 +19.3 r I r +27.83 +28.68 �~ 3. MIN 2. IMUM ICIPAL WATER MUM PIPE PITCH IS A II RI CH TO BE /8" PER FOOT. +26.53 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- in ' 5. PIPE JOINTS TO BE MADE WATERTIGHT. LOT AREA l 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. e r 21!4 +31.5 �2 \ ENVIRONMENTAL CODE TITLE V. 41,156E SF +f396 TH2' +27. 7 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 18. 8 i I USED FOR LOT LINT STAI<!N^. WIRE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. / +2�7 32.20 +32.57 9. COMPONENTS NOT TO BE BACKFILLED OR 'CONCEALED WITHOUT UTILITY oLE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ' CM3,1.36 FROM BOARD OF HEALTH. 21.10 +2s 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ' +2 7.2 o LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR i N/F TO COMMENCEMENT OF WORK. N o N EDNA E. ANAGNOS j +18.1 O DB 3659 PG 53 TITLE 5 SITE PLAN 21.51 PROP. DWELL. OF 2' TF 30.0 73 T O B E Y WAY �. +1 .42 _ +29.49 +30.18 IN THE TOWN OF: + 0 �- - W +2 . 7 +27,61 WEST HYANNISPORT so.,' HEo PREPARED FOR: CHARLES AGGOURAS 17. 7 br Cb CU w 3.16 20 0 20 40 60 Feet N 23.4 M SCALE: 1" = 20' DATE: FEBRUARY 17, 2004 UTILITY POL 7 + 4.87 .18I +29.24 EXISTING LEJ E N DWELLING �011 OF S �w kv%OF s� +22.37 IR N + 6.56 �S , g +26.44 RESERVE � 100.0 PROfDSED SPOT ELEVATION ARNE H. q�yG � ARNE \ f H. 50.32' TO IP P T ._. J o� o�ALA OJALA y F t�D -- -- -�- 100x0 EXISING SPOT ELEVATION " CIVIL SHED y No. 6 24.52 \ o� A \ No. 307 SEPTIC DESIGN: (GARBAGE DISPOSER IS NQT Al I QWEO ) GAS N op� \ 100 PROF)SED CONTOUR uRv °4 DESIGN FLOW: _a BEDROOMS ( 110 GPD) = 550 GPD METE \ \ +29 74 USE A 550 GPD DESIGN FLOW 24.99 \ ARN ALA, P.E., .S. DATE �a-- � 100 EXISING CONTOUR EXISTING 28.oa ( SEPTIC TANK: 550 GPD 2 = 1100 GAS GAT C; DWELLING 2� s TH1 �C5.2s USE A GALLON SEPTIC TANK 24 0 a \ W I LEACHING: 1-2, 1 _ \\ SIDES: 2(47.5 + 10.83) 2 (.74) = 172 I O N -+26A.9 -+241. 4-.. BOTTOM: 47.5 x 10.83 (.74) = 380 FouND 50. °� N co ED`cE of PA - -_________ d 6 VE - -- 9 1 TOTAL: 747, S.F. 552 GPD of P Q M BERM 14' EASEMENT OBEY W USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR 2 a ® � � ""- ,\_ - TO AY 152.96' „ .-_ _ _ --� _ _ :=J31.29 EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS ----- j ----------- 12' EASEMENT off 508-362-4541 BENCHMARK '`'--- fox 508 362-9880 E NAIL IN UTILITY POLE P ELEV. = 29.74' LOT 2 --- j _`.'------ ---- PB 534 PG 44 down cape engineering, Inc. CIVIL ENGINEERS LOT 1 LAND SURVEYORS _ PB 534 PG 44 939 main st. yarmouth, ma 02675 03°--088 - �r