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HomeMy WebLinkAboutEngineered Plan - Rev. 1993_ _ _. _ .1 I 1. - -- _ 1. ��- - - ,�'' PROF! LE OF SYSTEM U P LOT PLA ►v � -- -- --- � _.-----__� __ . /V/4/V7 ,�� //- -- -�- SCALE= /'=3' - , 11 GENERAL NOTES11 V� / C//� , /' ? J 6 C �.•.)/�j ' fy < ia.,sz i3,, MANHOLE 8 COVER -MIN. DIA. 24 LOT AREA= ,�• �7 t�G� - � r�s� /�l,12 1260 BROUGHT UP TO WITHIN firs of FINISHED GRADE I, Elevations refer to 1�fCatJ�l �/ y '�s`_" �a0t� 6�1. +�-zW °-e°� L_� See Bench Mark on Plot Plan located or, ca4 h 17,a_,�iii ,ne,,:.r �1 �, Ib'. r r,Wr, � 1 r 1' SE f+i` G f A P - _ 1v G2 11 � t .,:i I K -16/'i.4„1 -}/t,14)) scale -r-� �'% �� /Y" - _ eel- 18 DIAMETER MANHOLE WITH CONCRETE COVER ^ �y or MR. 1A_1rC_: i,4� nrsj� �� �o+•d v 11 2. Finl.shed grading to be done in accordance with plot plan. .�� s.nI,e.Asi BROUGHT UP TO WITHtN fi OF FINISHED GRADE—, - / �,�5 �;� i �/''%�"7 " �-- F.G.- G F.G.= o111� z FINISHED GRAQE 3• Percolation tests performed in accordance with the Instructions in Title 5. of -the, G _ _ __ _ _ _' FG = rel Massachusetts State Environmental Code. �. . ---"' w 1 / r. f , - /,' fly 11 11_ 1 =.1 =N -rI �1= = t_ - _ _ - _ _ t - =1 = _ - E - - 4. A1I C n r!� -INV.- I - � I ;/1 =t - �1 o struction to conform to Tiile 5 of the Massachusetts State Envir nm :� o ental �.�• U' .. _ 1 -_ - - - - - - - _ _ i - - - - - - _ tr ti� -7. 1�,�• �--- ,,. - .:...�.. o. l25 and the rd o a re re e r r yy �, /, e� �.r -«« ,, _w I ; ,_- i NY.= /7 11 1/ N .- e, o e - �`•'• "'' •• • ••• 1 V` / 4 -PVC TIGHT JOINT PIPE lth qui m nts f th Town of �� � _ -- rte.-.-- ,�� ,/ (� -5.. ,-/ ' rlf,-i •C /... .!`. . MIN. 3 MIN ;;;;: •.°.• , SO Cod Boa f He t: 3 - �.• �--_- _---- r. !: 11 11 %. - .,.;,_ t a:-- 5. All to soil subsoil and delet i _� "' ? 7C� Cr�h £rte z_:t`�-�!J`(�««a .. '1 c 6 MIN. 6 MIN. „ - P , er ous material, if any, must be excavated end removed �.. -. �.., ` :r E- °' 2 below the leachin it and to a distance of�feet from all id .."FlrGi��'U7i/ �"`.r;,/��,t"+ .,(�\.!�>� r,�Y/� ;,: �— ,. 0 0 0 0 0 of 9 P s e� of the leaching - - , ._,�,_ _ % fv�t./ �`� FLOW LINE--� o a a a ""- 11 ��� N ° ° it. Excavate down to }!�{- nches below the surface of the natural permeable soil _. '` _-_ -_..,_ `u 4 P.V.C,� o �, r r. INV.= /7. /7 5+ D Qo 0 0 0 0 0 0 0 0 0 0 1 p P O,It I. _5 _ ,...... y i,,r. o o Backfill as re 2t Gz/c'-.1,�'91'i� /�` C-i_'-�"�+`=� TIGHT JOINT PIPE /� a o 0 0 0 0 0 0 0 0 o a s quired with a clean gravel or sandfill material, free from fines, :clay, f Z .' .,: .v..' . r e � ,, , _ _ o. INLET * 0 00 0 0 0 0 0 0 0 0 0 0 1 c,c organic matter, and large boulders, having a percolation rate in its original E ;/✓ I'/ �., i ft �"r�:. ,�fry 'a . i o 1 / 7, o o °°, 0 0 0 0 0 0 0 0 0' t ` '1 i �. , / �` ° S. 3' INV.= 0 0 0 0 1 °G location and after placement of 2 minutes per inch or faster. Construct p1t 0 , 1 G�Atd T'C>C7l �J f-�>�Irr-� _ ouTLET /327 c: o 0 ` " `�` SANITARY TEE ! P 0 0 0 0 0 0 0 0 0' D o e o in this material. r /` ,, / { �rJ f �''` �g INV.= 00 00 0 0 0 0 0 0 0 0 0 0 a 6. All washed stone In the leachin field t l N«'.. -A •; ''��...'t.;.: I�.�f' ,r /l/ �,,,/'ll.r° ..,f«/�- � �,� 4r S..'_. ':4 4 ( &" LI„ i ! 't 11 11 O - m 2� i 4 E.H.C.I, OR 4 P.V.0 " pISTRIBUTION BOX ° 00 0 0 0 0 0 0 0 00 00 o g mus have Less than 0.2 percent mafieriol I ""-" �"- =� OR PRECAST CONCRETE oo „ I 0 0 0 0 0 0 0 0' 0 0 0 1 o finer than a number 200 sieve as determined by the A.A.S. H.O. Test Methods T -'I 1., . a° 00 0 0 0 0 0 0 0 0 0 o a o° and T-27 ( latest edition ). BROUGHT TO CENTERLINE ' ° 7, Ti ht oint i in to consist of Poi vin l Chloride Pie (P.V.C.), Schedule, 40 ,/ ��_ .-�~'" ;— OUTLETS ° 10 0 0 0 0 0 0 0 0 0 0 0 "o __ OF TANK ; oo o g 1 P P 9 Y y A - `j ; % --• •: _ �•:.•s::".W•:.- INVERT ELEVATIONS OF ALL Q8 ". a o 0 0 0 0 0 0 0 0 0 o a °o unless otherwise noted.. ' rt. _ ' --- _.a._________ . -_- :. :: :.:: i,. _..._..__. OUTLETS TO BE THE SAME �o': 10 0 0 0 0 0 0 0 0 0 0 0 :,r o0 8. In cases where {edge or boulders are present, Schofield Brothers, nc. will not be O 10 0 0 0 0 0 0 0 0 0 0 1 ' po .� - "� SEPTIC TANK OUTLETS TO BE PLUGGED responsible for assuring the amount of rock to be encountered. f ! ` FOR FUTURE EXPANSION PURPOSES j /Sr'r� ) 9. Schofield Brothers, Inc. will not be responsible for the performance of this system `��^ CAPACITY= GALLONS ��-- i - ^N��Y- - -w - _•. _ I (SEE PLOT PLAN FOR LOCATION LEACHING PIT unless constructed as shown. Any alterations must be approved in writing by - , -„_•_. „_...-- --- PRECAST REINFORCED CONCRETE U �I�/aE +//•�"„1 6Y S, ^ .. '- 1, OUTLET PIPES SHALL BE LEVEL ,,r �, Schofield Brothers, Inc, ..:•1 rF - 10. Heav urachi ner she I I not be FOR AT LEAST TWO FEET � ,� f.•,A-1 �,� �,cnUAL Aor'/'Cl'c=C� Y Y permitted to pass over the leaching pit, �Y T�/rs�,� JCC. use N'�" `//G h+ (NO SCALE) iv►-� r fps' ���,� ��� t�A� S �„ �,� r<c. 1 1. The Board of Health sholl require inspection of al I construction by the design I /_ ^ _"_ ____ -�- engineer or by an agent of the Board of Health, and require such person to ce�tlfy '- r.- _.... _ _ -�" "�-w w �� �. � � ?/, p,�./� yp � ,cL9�� ,e in writing that a I I. work has been completed in accordance with the terms of the _,.._- .. --- - --- tan r e ens �� PLA9V VIE1N OF SYSTEP�9 ^__ -._.._ --- h- -- --- --- .- `-. ,� - . �i f G'tf ��/ A daJC a rcRM G,q Ie.�./ pe r m l d the app ov d p l J — {., . 12. No permanent structure may be constructed over the 100 %' expansion areo. - _..� __.. _... __M _-_ ', _ 4....,'11 MANHOLE FRAME & COVER o0oaa a "`- y,� MIN. DIA. 24 ©"QOOOp4Q�yQ 13. For proper performance, septic tank should be inspected at least once a 'year and - _-- -. . '� „ oo ' .Q when the total depth of scum and solids exceeds L the liquid depth of the` tank, - E ,` - - � 411 P,V.C. TIGHT; r.:••:.•.••.•<.::• :tr::•,:•a:::e.•::;::::: : e,:•:y:, 4 P.V.C. apo °Qa the tank should be pumped. TIGHT JOINT PIPE QO ( _ _ �' JOINT PIPE I '• 4'r E.H.C.I. OR 4 PV.C. ov o C�r�i�✓,.Ac:7"C.� _ 1/ rr r_. -� 11 u� - j'I ,� :i (SCH.40) OR ;f,. 0 4 � C.'d"'r�1r ,� �ti " � - '+ :, 4 t. rte. / .� `fid , ,v / /. 1 &,'�e 7- n� n r r- /� / 0 ! PRECAST CONCRETE/ :�. ; �p 'O %'I-� • f' l `1 - - _ _ - -J SANITARY TEE —�-�- . 0- Qa i! +,...,,�„ / s, , ... ., t,�, .. ,,, /" :•� :# ',� ..� 4 �' ' � r1-. :.. c BROUGHT TO \ :a ao /7' (� c �, A2 i"' S�-�f�� -:. i L,.,�, rf E. �`~f, , f 1 m .,..••-- _. ___ --I i „✓ t -� CENTERLINE OF TANK o. t :. I CD � 'oo r - - � ^1. o f 2 2 (!l t ; Qo ` p o /5. C D•v �'I� AG7 /Z , /r� L L •' t , / , , _. - ; ,.- r _ ) 3'1i (�ror -,e j �.; �o oa ,_✓ �L 7" ✓. 7,� r,�✓ t1� /Ar, . - � \�' � � :y.'.L• v• ; r : y,. e y 4 I 0 ��/ti' � %7J C.17Pv' �" T' a � _ - � d: •,4. :a-. a: ! , -y QO ° / / t A UC.T/0rl,,,/ 5D (G O . _ O Cli' ,a" _• /6., LVHH /c,,-, .5&kd'�,.-.,E :,��:S- rf/ _,-•;.... �„ -y « ,� e �� .� d ` ` r IC`) O o OoO o / 1' ; r' �.� Lr�.i r C -/C i/�. fE ` ✓ ' ✓ O ° " Al' l-1 //•lam •7 r c✓.C'l�rl ti' � 0040 do06 �_ +i, - �,: /L'/`.r ;`' a 4'r/c. 3'/;' z' �y - .. S T C_ TANK DISTRIBUTION B X ,. a±i -� ,�'` _ _ �'-•-" f \ t ! O �+r: /ti.! r hC:r,t-lis r..� d: '' u'' ...,�f �..-..%'-i. J�,./..r=' J� .,,,.-,:� /�i�,;,_ I.? 4::.. v) - '" .w-- ' _ ?:�'--' - I / PRECAST REINFORCED CONCRETE PRECAST REINFORCED CONCRETE ,, ..r •1_; -� . ��~_` -��-�, 1 \ d ki C (No scALE) OESI GN DATA .-. ' . ,- _r __ � may._ 1 �`_ �__ r «� �_•,. y,�>, -'- -~' -r"};° '� t i {� I. Estimated Hydra i g _- « _�% . 1 = ' - .-__;,r' _ u Load n •'' 'ii r:'� -1 Bedroomiscat 1101 allons er da er bedroom - ,} fi TYPICAL LEACHING PIT CROSS SECTION 7 g p y p _ (20 C GpD, ` f '- r -j >°I ,,. _ t t t FINISHED GRADE (ELEV. 20± ) /�IDEyt� /_� / _�" % ; `\ r' r; Garbag p is allowed with this design. p r. _ q--- 1 r - ,- .� sa ,_. -' j ,,' � �' y �f ACKFILL FRAMIEMBROUGHTNU OTE WITH CONCRETE COVER AN a dis o • ' " ( Ny r, , C E A N BI `_``'' 11 i' D - �- „r= yh r. =f<- T �4 <; `�, L 0 WITHIN 61 OF FINISHED GRADE. 2. ept c T eS r• /1�C�CN=� �. S i a k i ,. *. v r, " K „ 1/ X11 1.'�-i2 MINIMUM Averag daily low = X �0 , - -0 gallons. (mini �. __, r e f `+ mum) �, -- it k_~ _ � 't'^--1 �t�' 2 LAYER Z a WASHED STONE i Septic tank provided t r> � �{cl" v r'� iii " r ­\___ .., - r. - "I 4 TIGHT 'JOINT PIPE .- 3. Desi n ercolation rate= Z R3 P. I. -�-�- r �/ .. \ � r o /,CII/ rGs7 /2,6,.� (r"gr�'A �: FGoI./j c 'O%"� /�I 9 P . .2- y �: �y s�= 12 1 Sidewall loadin = ' s �,j> i ,y�� al lons / S F. M \ 3 ( V /.� �L pF ✓ �b ©� /C/ /. I rk +�'�' k , r r, « e d ,; -1 ,r �_�`'� 1 �. INLET 1 VERT (,ELE :-) ° r25 0 ,�t C..f� e� i Bottom loadin -g 1 " � �� • g all n _ .__ . 11 9 ` c s S F. -ir $ a Li 4,� g 111 i, ` -- - �•- I - �-,, o I WASHED STONE q 9 ' -; }� .3.. _� - 7.2� �S 4 2 Leaching Area r 1:1r EFFECTIVE HEIGHT � $ - •--- 1 # /tro7e /A./ �S'/rti/ U4T o •A 1 �- J...: i._ K; P o Total sldewal( area rovlded- �.30•� S.F. X = -- r�'�:.i1/�s/Gc..� g p - ga{./ S.F. _ al. ;;. __ 1 11 �- ..\ � _?�, - { r i•__�_ , ;) }, I o .PRECAST CONCPFTE LEACHING PIT LINER �N-2o 2 ,5i4lm �N•co,� _1� 7 g :$ ' ?'. . i....n ,i I, \ lt-r • . DIAMETE = 16 t. ., ) s ; Total bottom area provided= z0 O S.F. X oL/S.F= / 4>,./�.- /1 7Zr , ;,.- x_5:7 P r4, < R --- _ Amp .e5 vogp">„ t~l-zG• t"�Q,K -t1;r 4 gal. / ,, _ , p _/C \% . T1 _,'', .' i ..,` t , Maximum allowable load ing ( under Title 5) _ � ga {Ions 1/� # � /-07` EFFECTIVE DIAMETER= ��' a,p Actual hydraulic loading = `'�� gallons ,.�,+ c�,I- _' I i BOTTOM OF PIT- ELEV.= r r ,,; x ,:NO SCALE ) Minimum size leachin area allowed under the Town of Ydjkmr.'_ -r�q � \ - , ,' i , _, I Board en Health r q irem is 1 R,, ) i =,_ Yip ' ;F tet': -.. � x. /f SCHEDULE OF ELEVATIONS I "07e d.. :0I/ ,; . `- = 7r r Gi r / U AG/'l� L A !_!-/1/ �l 'f r",�'::> l7 E1 �„ �G�'1 f?U / t• 1'i �` t w _...__ �i-}1 r,.l',, w l;' ��` -- FINISHED GRADE II ., , r, / �� t.+.,. FINISHB:D GRADE Y/�Ll� 2 /�IV,,F,'7"5' • !•1T 7 +. G -_ - t .r Y< k.., 'i -t? - ---'` 1 , ABOVE STRUCTURE ABOVE STRUCTURE y y. r „� k �• ��,Ili "_ , ,s ` . ,2, ,Ue':� i'r-l�- P/ I d' "`� t� �'I , .A �.,rp C hl. A 2 G 7 .� %� ; j /e _'= . ///. rim _ � , r T/t E Nov-,- ,'A r� H l `� G/a , x.54 � , ceill . , / ,4 tv'. - , ! ' - " , T. .a l i f !' ° p:'L_(iii 14_ GV✓ f�.f?�/ 01, i i� , E KJ . i i t i o;,� / LIJ d� z-;•- 4�w , ,," '� / / / Cl.%/ <-/,C /•�l T .5.+--/r4 4-4 , C tr 0e_1C ,1,' 'I Z50 7-0 Li CC / 7- 71`14 _ -�11; s , ,.. 1` To of foundati�Iion lvs(lab� Invert at distribution box inlet = /7i'7 / �'` �&>JCE , ,e- _J 7'-1 �-0 •_4 � 7P,r- L�t>�i�?. f✓1/� �-i~ '' .i ,� t iii _ 1 W : \s,' n, p . % ,_,, r _ _ 2 '- / . _ r /vl T/� /-/G/L�' E: G`Lr C I / `� i / ti` �' f 7" . / f/tom/ ,<� f fl:.1-' %. ,r • «� z c- Bo ement floo - ,t1/4 Invert at distribution tl - / ,AD e3.>5 5� 3 1J G �' .�.: �, �"� -c� rf� -rc 7 , '��- , 4 box ou et 7 r.. - f i 4 9 V — �x/� a r,a. -1. > I nvert of i at foun Invert at it Ie - ✓� r-:A,,,� %, - --- 1; �r, ml. __;; i P Pe dation C� / /G leaching p i n t / 2 7 1. kiz Imo. ; . - i; � I:." t ,o.-'' , I 1 1 '/� 1. _ x,02 ., ;�.� ( ', Eievotion of leaching pit bottom ,E ,1 <_ y d / " i'-Ovtlr�waJu r• rn 60/l k5 /110 . I /;',.11 .� / _ ''�,_`.: �. / i Invert at septic tank inlet - /75'a /y,.59 Nig 4a;r- KlaA-r- F'%e`.rflol-t /11 Atn1rt4?��:. s,W/1 J•6 LEG E N D 1. f -rC J /` r r �Y / In rt = x f r, at s tl outlet inis ed ade over Ieachl g pit- See Plot an I I/ l �.i,) 7.2 2t� .4 F �;- / lr�, �.- ve ep tank / 5 /�' / h gr 'n PI I p I.-"""_(�., /� rte' ,t.3H+W. .i ,� , / ! ,�'� Etr•Y.7 _ t •s =:- ' - t,wy.. f L:. / l _ _ XX p oposed c nt ' - n s r /. De ote o our FG. XX .X Denotes ro osed finished grade ,4,,14�1tom- r nChi.• C L� �r 1- s ,r,w I'Y Ce. ,.. .xJ,� e, r./...,i,L7' -- — r \;:, ,�� f., J XX Denotes existing contour �.. -r' s. a,,, ,C C -r -r 1a!; 1"p AL ' x r u � 3S' �'.�/.�s � r' j ;w y I) ;� � :. _ .�'�O/�. ,�r:r� �l�' r�L•..r � XXX Denotes s t < ")11 � t �f.. --,,, t y , _.� _.,� exi ting spo elevation ' S -•,,.- �1'/ .1+.d \ / / `�__ '�4 :�:,� �,' , ,/ ..� .�.� ;s�=:.:�,..��.o ' 4F;- �: ./ ::I 1, m Denotes test hole location �,, ,� r, t'.- -, , /. ,� ,% ,--.. `� ,, ��...,, S 0 I L TEST D A T /� � _.',� ,, ,i-1, ,- y. / {„ +, � f d h1-_, `I 1. �. / P. V.C. Denotes polyvin I chloride # €, r` `'� I �� F _f' �.-/ \1. Y pipe (see Note r x`----�` \ 7 obove) DEEP TEST PIT I (SURFACE ELEVATION �) DEEP TEST PIT 2(SURFACE ELEVATION j PERCOLATION TEST )ATA V.C.B. & S. Denotes vitrified clay bell and spigot +: `;� sy �y. r/, "�� j' / i p L/• DATE OF TEST 5j -2,! .-,o3 2„� _� � TEST TOP OF 1211 OF WA'ER RATE] E.H.C.I. Denotes extra heavy Cost Iron / DATE OF TEST y'- r r , %940 4 ` %/f � ll � , ---, �`"`"•4, ��.'r d PIT DATE pEPTH FROM MINUTES W Denotes welter serViCe �4 ,�� "�)' DEPTH` SOIL DESCRIPTION pEPTH SOIL DESCRIPTION No. TOP OF PIT ELEV PION pER INCH �r -:- , -- r: 70 Y 0IL,,. c� -/ / Denotes a r xi i ,,,I . ,., I I � \ � - I_ I d,`7-�') ,-� , ; e a PP o mate pr t y lin e I ��, t ; -- - �.., , _ Denotes overhead wires -- -r°^ 1 \, f �,,,.".�""!; ,.--f- ''` o:._!,�__ ,' A 6, /(,�i,:..� K'•/4e.*,��/4 *'"'LL - rI r' 7' ,,';1 `' r l ,, `��,1'41 !',�/r/ ,`- /,�7 f t C �,� /,s` _ �� X ' ... / �' �,. G/ ,,.J 4«J e.« j ` ._.} /��,,,, ! - "' ...r' t/l,J.w :.`�.� /.. �f / /mac- c,= G ' -7 '`r. '' ; ` Iy t - - Denotes storm e - . J D r� . qA"_L � � _.."'. 1 , /i: ,..,.:n;._.. 5i2 /-1 . C G 4 .fir' ' <-/ .:. 7y .t:7'�/ _/ .L��R<J,y/:C��:.- �y /, �:...,'� � Y � '�' �•- ``', t` �h, d ain pip Denotes catch basin C� . i r � f f't I -1- _ _� - - Deno4 5 �7✓I iG�irl E r1VC�Uf :' ,, ,- it p \ �___" y � :1 ; r , t ,r J; - I 1.�� -_ . . ':-r r `�;. '4'jff, A, ,. - PROPOSED SEWAGE DISPOSAL SYSTEM II / � /, %It . ` /� . GROUND WATER WAS .ENCOUNTERED ATA GROUND WA E WAS ENCOUNTERED ATA � G i'`O /6' - "_-.� > .� / I, r`j /,.-/ ' ^� %� 1 EX157% _ ---_ :t -'.f -' DEPTH OF �, r./ j, (} / f? t , + I�� fSC�%C .� f,% .. .•C`�. t�'/ Z_ t.-� iy �� % .' 4fY 8 �' (ELEVATION G7,. x ,� � ' ; - weL�, ''- ,'•-- \ c , = r J«, ) DEPTH OF (ELEVATION ) _ /�'' : " f DE P T E EST PIT �i ' 3 rY ) ' y/�� )V// / 7', r �ji�%``/ r a..-,_J`"�r e r 1 u r (SURFACE E1.EVATION�_) DEEP TEST PIT 4(SURFACE ELEVATION ' DEEP TEST PIT J(SURFACE EL VATiON ) i {� �/ �?J l 7 /-1 /p 1,�♦J. /i'' r; / td 11 / ,.-J /^-^�. A� •"t ..`,{ �. �, �,. j.,,.� r, / , I .r 05. ,�/J ..� .. � ,q' f /- f L, i/ / ,4 1 / / / !-I , -' q , 3I' f/) DAT T �• rJ ;' y''" y Fa ; uti ",,, s... d"' r ,��``-,� �'`'' E OF EST " .�� DATE OF TEST° 1` `:r` DAT tom: - R� �'., (h.'_.�;. _> r !;, j - / - LJ 1 J E OF TEST �' 1 . e: _ :,q r... ...� '-'"-� .. .� t �` r)j7 a �''`� , 61 I`:«-i..:,a.rrr'7{Anal /% �:/c1C/'/,�tl i� t,.�'�,�?t�G G- "7-/ "' """/'") ( �k f ,�"rl t ,`DEPTH SOIL DESCRIPTION DEPTH SOIL DESCRIPTION DEPTH D CR PT �' .,. - _14- _ "._- __ ;/ 1 i \�11APPLICAN ,C, &�I� I 11 TEL. NO. Sa - r�' i r. SOI N T%: L !' ;�"y �i 3 -a ,� Q - / / fSv 1 "r, o ;� r ��� t r a `' c d i O� <- _ +�''� `� c� ! .- Vi`' id U/�./ ,-/*r` rE / 4�r<i 1J. , r^ ,� A r' °* o- .r I i / .a L. %- i� Ill Sar`?` < C. `tt .r I I" 1 i. r . 1, ,, ;i : !'_' •:.;..• Ise.-`%...' /4 r_• -lp-d;::.. (..' /�.. w.,J y / / q .-r• '.. - �' ,_• / _. , t �a�iY r / / T _ SCA .. j, ;0 / i i k 7w ' _ .,� LE� AS tdOTED \. '1 F S e' ,f' ' ...,: ,.. -': r, � % . 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