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0087 WILLOW RUN DRIVE - Health (3)
87 Willow Run Drive i + a r S S 4 Y S., r r mr c ,, i + f q x a° , f r t , } c '0 + i ,P`;�• a 7 , r Y a ? C +�,4 c ?( rw E ks• ay > T aqr F4 u'C i�4r 1F' sr tTMt $ t 4 P } r `�'. , r 'r:. �,Fi. 'i- [ x .«+ t f ..',4.,tr X • ,, r. 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'�' ( .� b}• a e „ "•• h ° r« J-�cd {,�§a•#,^ g, }.ti:3"$. 3'i'yt, .r.` + ,. $`}r "Y.� `r �#Yy�r:•t° tr [,, �t 3 .`,I ,� ..,4 1 Mr :'4 .r_'1,. e. S _ T V 1 � I + wy ;, " `� + 4 .P s .. �, a i»r t! gip,•$•A ,r y.. r ;:aa 'L, ♦ a' t < ,f w .t eY'S <, i x ,y �. -r'4 e �, Y ',.!.,4 "k { cf [ 4 r..Y; r « sg nr fr:vC f-r t 4 tl a rt },( b I •�..} t cr ,i } .� r ::@4 a ,. u � •,,. if �`w a! �'Y� )'� ^+S x rx s,. � a $� - ) } 'S }' r,. 4.,y },,, -r r d . ?.,cw 3 "I..�,,.1 4 t ,, k. s. '$!4 ry 3y , +� ,.j i '�, t `I'st a " <. h '✓ .�,t 0 $ : } s .. Yi .+.,• t Y s e , ftS+, w t*,� w a.n y"'.�^}}+C I. r . r tri n:'str ? f , ,,(+,,," t Yice, .}� ts.. }. r a.*a 8 ', .x.rk ." .- 4, ,r` x VrI ! s �«'.,;y a k,e l .{ sy� ..,,t,'t} ,}.Lr t--.r Y. �4s �� "Y.. t q.. A°$#1.' t * 14.r z a,4 n ,rw+ fP'.r ; a �t a �,.-, Sa$'*e, x r t ..r 3;r4 -0� ,, A �',:.w ,:f i, s4 ". e+ € �.: ,T +w.,t t�"� "' rti.L+y. .,r,G�, L� � =r <,°, .. iS',... "Fti L$ 1` x _• ',, t, ,r4 -. N , +k " a r# v. •r ( y 4.: WS1. " �2 ' 'June+19,a 1955 T ° +Y, G xx M� �_` r t x`` R K +�< t, � ," !... ^,i «' 1.t br ;) j'7 _ ' ,(R .• ,ice^ r `, r }ii r 6, i t i { k Fa s` , !. f 4 ,, i {. 0 c ,, r�, t-, yw^, •.fit S,; , t e, tt� ,:itx # °w v + ,e"R i „ r ',k" eat` ;+e p Y +"�1C, ` t 5 t "s ,. ` . '4Lr # r +.P. a t i ♦ 4,.,}^JC' ,4� & i t r+l f:y ; r kr' ^, .f it ;y. iG ., #'N 1.,, .`-'.. f �.•+• g +' r "'.tr ♦%° '� �` .., " e Y y r�r f I i,= . ' ` t!'r` 1]ah r S y f t - M, ' R ,{ - r -t t, ,f {,> it ,L [ ..t y,-,f' x, n ( , � t, v ?` "�` , r C a714%R,1� ti° # �:� S 4 �". f ,"<r ,,w`fl ;w-"3* 'h i ,.- ,$r * y..r� rfh�'4, ai { T 'xf'r-' `-,s,ao aa' ,r } t "a%`$ f_R r ,. .<rr.c�.. {.,as t '•"_ *v, r' '.�i' -`� -._'* 3 ..�:°` ,,7 L,r. „$tl. r{ ,3K .i. " �° - +535'r; , k,i,4 Y '- s- , ° .*.^{ ' Mrx Stephen.Wilson, P E rfi % ''r« . �'a rxr $�r 7 "� a f, "t SF* ,t� " a 5' '",j t f r c >. y Y',i. J •+ , - f> `. ; $ r s Mr ,C>'r'..,:� +a .L ""�t•�r 4'f t} s rP n+#:.'{+•s r ,.'.`afx �*r t at•� z i JI� , , . C:apeaCod Survey'Consultatlts s; s fi i , ` t�" I r,., 5 l r <.. r ,f,Q,tr r+ '326).-luiAi�i 6tireet,- l2Qute t6 L1'..i� i.,_ ; r� .�� t 1 1 f`an , a, f 9� isdr^.fi, r� .�. •+ .ic �l r r Y j g�F /�yy«,t 22/�SF 'a a•, !A ar ,• + a� •a +'; d t s,., + , ; '. Y,r t« ; .4. k W ;,U•t t1 ,.V LV JV •;++1 .,-t':�31l, t ..^,� 4,4 f• `} l ..w" ( e,f 'e ,, r '`arnstable _ s t i r a✓ f" i F 4, t7 4( ,,.sr 4- n SA'•S, > •.i t i { ? .F. 4*c, [ , r"'>wt 'A. L•,y � ,,. w t.fr, r� ,`� �ii _# �4- `,i . ys r i '=iF•' .} , ;� �+ t E 1. zra. Y• t "fit ,' .L }<er �' a ' # i� s 9 t F ,�' aT; , `s; k'! �y DearJl4'r�y{c} fjlsOn:h"�t'. ° r,5.,t�t ice'` �.Or x '�'t `ta ,("c 4J; "i F ,ylix j+,t- ±41 �1, ,a k; y+* 4� rt 't= ti t I . r. x. f�fi'.,e `'Vj ,.s- '" W I' , 'S♦=r r r' 6 ,e" .s.i`a y.tr i f., Y�ti yam: f t u.+i�r-, r0A C a t !^ a ' It 4i$ z,Y. , 4 L'IV ff a` ^,°• ..s r t• 'r tr i'' 'i 4 "z 'r ,r•, ir, `.(P �, r .M t+,, .,.e+. tL, % . s Z,,+;You-are �grarited.,on behalfff`ofyour client, Richards}Haddadr�rriultiplei variances Pioii�''Title'°5,;`' w 4 r " ''I Hof 'the,wState Envirpnmental;Code`7. aiict the,Town f tB s ' ' g' I r u ,o ainstable Heaith Regulation `to. up lade Ir -IT 1.r'�, ;"'an oli-site=seluage�dispi sal s stern tat 87"';W illowa ltun Drive, C 11, ntery lle Th.� ,varie c -- •' �`-*, . at e e n es.granted `' ti rl " 4 V R •t ,.•V ) .,'q - 'i •,. t 1 ,' '.t ,y -R; r OS t a are 'loIlowsa �. ,. , k t * e'. �, �. r# r s r ',a. t �e.e.. ,,,s .a, �"S ,1''v I r , k.a� t xT �x '. .. .1 f t c „ +s, .'S -�,, �.r �;•r,.{ ¢1 + t .n +"•7f fix, , -. s�4 r , +*r'i!Y , rt 1A$;t V 4, } w'...- ,t`=$ar Yi k it.:',`, +a .'a.k- ' .3" a rt si, '�� g �`L r : REGIJL 'iC hl'15 �2(1',?)s:. item¢a ally uiisiiiiable Rso 1 20' feet around!}leachl ;i, cilij I n+1! s �'j F x ' �^ ,, f ,i `' " �- r. , to ". fa ty4 ieu a , {i . � .- � i `4; '� 'a y�� �r�w �f+ of.,the required -5 feet .3 rr � r °¢:eta,Wit... k : { /4't Fr` ,Y. t' _Mt ✓ft�h lW n�!'t 'v I. a , Iry x.Y I i+ .f, a et, y • I ,'. 'k" t R r 4 t ,l• M1 R� } „r+Fr s{,"o .- "•-rF s 4i$ a �,."-. a S i r , 1. f4. $.iY T .. 't .r >�^x i „r t it C. t L r r i '• a +, ttr^.far' a .'`5,t L «1. .' A P :x $ u;x a..,§ III,t t.-, fig;' g�•I., tEGil� xIf?I�T'�1, (7): The'catstance 4fr 1.omi;the�leach'ing�n facl)ity-to',vetianas"Will be .34 -'t `' t E,;�6 :, }•1 ,` r, r e in£'lieu ;of ;the ,rtequred{' S0, feet (Z`itle kf 5) sand'.1'OOfeet� (Town 'of 1c, F}F t'.ski ry,f:. . }t s'} t `. ^i. ,di-- i Barnstable}. r 7.r 11 hi a` a �t•7�*+k/ f ,y 4.�' C .:t r.. _ a f 1, tY �,, a ,.r.i •.4 4 t 4 f. - Y <" .$• 4y F . , ? _ Y„ aft .} , ,A. } 1 rt'. a ^F:.�4 } a#; .S ' ,_ Fay, xt •".� r F• •r$ r', t s d,� t "i•: $• .S , tr.ttr [' f , i r% r ;, F a a i4 ., } t. y I. : *r} E• ,., ' fc5 t}f f r S'� ` A +'.:t : A 1.1,. ta.$ ,�* # ,5,, .;;. ' .S t-�r ". fr i.:'!, r� } •t''.•c4 .. r.'4 t4 ?g?,4.. •"fit C`�•:. �a. `'.r?}. ' '.}t �_, ,__> ;� ♦4 The;use ofi an irnperviouss barrter (4 mil; pvc)' to prevents break out; in F F#rY �, , .r +" ` . f, 7., ,;�.. >d -lieu of;`additionai:'f,ll is suthi izeli �Ii , >q . ;< �f�t !,�j lx�rd,.:t , �, . ' REGULATION. � YS06 (1.7) �rThe}i ve is r a� ' ' �>, , ,a j ; , ,� k t;; .1,e n r of th' r septic tank,will be-less.than one foot above ground -I I I. drl , `�" RL UI.AT`ICON.15.©7 7 The, Yea M � 1 � r } r $, , r + 1. . "S^�t+f vLS rfi4 .,,,,, a ` x .y 4 , ( )i �� inveits of the pump',-Chamber will l�eless' Chan oite foot above • d s f�''1" '4'r «`,w`t„ .a.S t , } lr 4 " e , y ter;�iK t t't 4 s,a II,1 F .1', t .^'i., t -fi, '� ,`' k' ,�} '' z�-x °Ym { �*,-S ''"r�i� #.-kj' R i `L L a t �i ! / t11E','grOUlld tWe" ter• 'rw. ,, 'r , i , a x a rkya Txt dk 4 •t a r r' t J + r rt, r c} : Y3 1= ,t r,4,,,5+# A. a 'a w, yr +s1,Q r ? .4, S-. rfiy:.r '�' . ,.rr,,—i" %!.:s%q• .7 ) ,._3` ! ra. iS(. a } t iS $ 'f e .1t 1'y I.t i ,2t �`,{, •t, red (?' r ti` x"�..16 .2 r r t � i L afe r t, L 4 �, t* •The above varianceu re;granted with t°he'following+conditions r• � a 1, ° ' ' ,I j" =�y ^ .r -ad ,a ` d.r ,F..I�'�...t,q'� �'i ;,�• t M, -.L s 'q: .' r1 , :.} . t,,' ♦. ✓ tr` ., r• ..., a. F z f t } 1, ,' °. I , '«} ,, ','7 $y', a '! * A '.�<. i.� S f" r i h J1. '♦y -+ 2 v „ .Y ' r + r a a r -', :9 "€ t.1 ?wa' z.:.;` M^i -tx a k�+ `' , ., ,7 x. , i A w t:, I.III. `° (1) •The cottage, cannot" be <o�ccupied• until.tthe,•.on site sewage sI.ystem,-is$ upgraded and' 'a o- yr certiftcate;of corr pliance issued k{ ,R 7 �.� + �` + � - -f " '4 ,,u. t , ., xy ,c; ,� �:' t, ,s S•s ,} r a + + Y 5 r.y,FYv r .,,l& i�o {x a� 4 k. ;R + t)r .r r r S =a:f s i `.a , fC.. '.4^ :, & , t, °4f 9�'s. `«i t 4 .y.,, , �`.r", ar, . .1, t ' `�� .�i r Theid ellin pis res r`ict �r ,� rt ., A.' i, . _w , 4� w A I. �-.. T,4 .. ;. , ( ) w g `t ed to one bo.oroomx „It, t o �, 'r , kE V, , ,r , `. 4 'ii 4`' t'.'4 , , '•-A 11:1, ,},.r r,.'t 2 ek..•}:a.rl ,',t}-* t ,�, .{, *, -11 S ,4 + y (;* * X'i4 Vie,` r _ 1�4 r I r� ''l ?' , .`:ia qt {: r�„•�` fX.t :t a a; ra ,,I- rr , •I,A t , fr 4 i ` _ {a r4 .; 4 I. f t (3) ;Gabnge grinders,.washing machines,are:not authorized. r, A ,�11�t� i ` , �r ,_ , '� `, ,tr,'p,µ 7 _A r Y _y a ,;14' ? •" { :r,.. , `"d a ", , ,J�,'H't Y :$;k :?�} o- a ,rFx • ' •� w r a' � jr .y,a f " 3,L ✓ },' is 8• fit,. i,. `,(4)'p?lease. furnish'us lwrit en certification that'the ton-sitc:Isewage disposal system for the ;::,f`.r`y''. • I S s •�:,•. r ._# M . �, R s C s ?' r.,A •..�. J yva - X-':,'� ' ,i 4I r 4,dwelling located;'approximately.'3 feet.,from`Lake''Wequaquet consists of mole than a :a i , , t k11 . . ^`single',cesspool and`is notrcbntaininating,ground�water`and LakeiWequaquet: Th;s system `_ r�1.� r e.a' ��t r�`must be upI.graded if you cannoti make the certification �' ' ° ' al,` °,° v ,� a',l b :iw w T * } `...S } ,$ r t , • l,,. �1 ,. t 'a g ♦ i�t r,-r.., t.' i ,r � , Spy,', ,'nt+k, f .; i Cl�. c! L.. n s� . � Y.`_ -d t x x: rfi h, ,� yt �n ✓ `" 'r 43 r ti ♦ {f.Y "♦ 7 e t, x s .4 x s r A - .,, t, Sw :s`t kL ,h yet S.,' S- , ,. �, 11 . . _' �t A �. s,r ! '° ` * ., s;. {.��/•E "K , c tr m♦'r; :N 4 :a ' r,�'}c t �rFr iy, i" f�_i�.ra C'' jt ,'S,,,,."re �fi F Al "+, I-.. 14# L I.f x. i ^:q . j• C, 'f r = f I.fit. f�.,M1 t 4 ,•ASV 4 l 7 .4;, J,apt '+ C, T }, !!'�* �j,. g-' 4 Ft} N + V 4 : - .y •2a ! • 4 ,i.,i t ,f C„C. tr it +.,+ .1 , 4 yac S •', }j a e`T}t' - I f t { w' _ t ;4t. ,s t i V ; rir[, w+ {� i a-tl } r of f'a�} 2 ".. T,F r t...r. < ; : u Ja , #,a. , s° s -:+ ti}+y�; ry A`. S, ' t , 6 .,'gip^ ,S�'h'4 sat i. 'rw?e�t3„ .^ > Lr• aR dr I�'•' "r r$ 1 t i S v ..r t x A�, ,r,tl j tev ' '?" .a f*r r.'., s�� 0* +, . w r'�3s iY °t} 4a .4 T '`" 't erSh ' S{ 104 } a$i t. ., r"%ai , - F .r w 2 � a n � r, �" , +`'r � ' t ,' f a ��!�f v i{'{ SY ka/. ,y,,,i w(•.e,1, S K.,:.v's x - "g (' w {F• ,, ,r J + �,,is r �;- ` .''- L i. #4`'``r'Vi a,,.., kYTM ,,�.r.�d ,.c 4 n'o Y,,, +•4:�,.4.t r�'���♦ KILL ,t t ' , _. .^s t ir_ 7 5 r K #r' a'a y µ ` ,.4. s r, E' •� r.wY'4 _ e G' i) t k ,€e. ,, '.T .l4 c,t� r r % .ice I < e , F 3 r J R`, f. . „ , cy '���r ` r l •Y> ' #r k - r i i =`r#.t .4 ... ' 4� r ^.# 4s «` 1 ` -f-"c ':i.i 11va S4 i YI ti4 '♦ _-• ' •;' f� : ''F-•1� ♦G k #.''' # •,,j�q,C .F � 7�... r,F Wu 5., •Y 4r Rt j. +"'c ` ri ;,,, , Tr t#- rM 1 y "`s 1 i _ $1 a <Rr { ` r i^ Y " �1 t, .,: -k"14 'I'll x` ,. k;n 'r '+ •,� t'r s ti ' r fr. q ''v +. -r, �;`, "r ..rt• ...,♦ ♦ ,.,, y¢ f. }( r 1: ^t,n { :.,<"�f- "" L, f3+j ,/ „� i. a* t'r iSa• ,- a "', k t .• 3''w s+ c a s;.f 1""`,, r 1 -F tw r 40 'r• T 1 %1' ..1" `w'+.`' rrlr.Stephen 'lVlson! R ``r' '`t aL 6. :hP.4 ,�', .T fw ^'t 4 .. IN a.i�y'j .a' c •�f•rr 1, `g �: 3unedl9,�1985 .�1. _ �1- t '* i r -• ,�L ,. - .",# i ';� yy. a `', . 'c `r.w r # = L'r- •r.3 rj, rater.; ♦ "r.' +'_ w•lr +..5 # .t.r(F`Q P8ge Z ,fir "" # .e s i lz,•T t:i r rr s ,{r = V r V. _ �� ,•, s - k rl 'n R Y v r Off,a't Marl' ;�' K f r 1`iri� N `'i. ♦ - Y ,r-ft.} 'r w ,rt+'„ y w;.,y 1, t•r ,: a?' t ! rS r �:. :t - 1. rta S' p.1 f a > .1 _' ." .` •'zl's ar 1• 1 % t ,t t !a r r; , r .; z r ,-, `1 I.'•3.'r'h,"7` t 1 '" ^ .' ^ti ,. w +, 11 #r t '7'r I y r #:.r * , tc r i,. t •? d"ttW �� f *' •1' W r } # > Y..r r r t -, y 1,v, t, % ,. .s. ' ,.r t "" q raw '., r Y r 1..„� E a 7 s �' r .$"t r1 v 1 ^ r rr yI to tr ;t , 't ,.a P"'`0. + -."';r, t`+ �" "4 +A ft " �` 3+ ,a,.7 r r, w .J I I" tiw r t u 4 tt f i,?` F %,,i ,� i w , r •! ,'r 2; r 4 11. r, I.; ♦ (5) The designing engineer must kie onr:site'tovsupeivise,COnstritctloD•of'th� system and certify , f' t ' .,;in I . iting�' , fire Board'of.A}ealth`•that his'dest' has tieen>Lst ictly adhered'io prier to the ; i, P . .. - ' { �• b, s�uance"of s Certificate of Compliance. t 4 'A'V r. ' . . `` . 1 'y `�, j, t`;I, , `'' +4 E u yt y 4 �4? f 7 f f 3 .' , 3 .., 4,f i � ,a::. SK` . sv '.Sn "1` C i• s�•s ;r, t -�#s t '-« r 1{ r q t 'dJy t ... tray` r- r a aY ^T, +� �* 1 < y .�1 ,_ r 'l" { „ t• 4— ,...- s t r" :` .'. _.., 1 :I, } y:F av, r .,, s . "This.variance pis granted because the eatisting'cesspool 'is located in;ciose`proaimity .to giiiund " .t< F%4 water'.and is in all probability,,contributing to c intamitiat on of, 'etlaAd 'O t ' s; + },A. `w . r f� " 7r t , � .+.a 'Y� ct �• j t a I I. r w . *, t a d' ,f! ,j ib ry f f t S XY.A: •,� Y i x ( y .t. q 1 F 'kye""tr'p ,�i. .k M ."y+`" .k V trulq'`" r ,;, x I. r,';r ;fir rrM �< ', r �� s', �. r , r Fsj-,a sw + .y.. ,, � '.r. ,, r.- c!:..:,,� 9y.r Ak-It.,- ,Q1.'P yP +'. - r o� , ., bet rC 1t1dS;'L`h2t1rI}]c�n .' rT+* s. ., { R4,r .1 _ z " �` rr t r k . I.\/y - '`.4 k`r x.. S .,t r a r r a •r r. t,' ',r, r r,. rh ri •,{ ..,,�. 1 • y A r,b k. f'7 �4 f.� r `k r „, - ;Cr�'� ...I' r*i,,I - ,r , +:r '1 + ` 4,•`r+ 1 "A. w y:. K t +..�,�. t y s, `{: t ,f S 4 If 1.. r+•'1 "S r y,";. r .., ` "! , }, ! .{+t P.'f' 't e ♦ r�-_X i i W., t r • t,' A r 't, _Y, F r % ,, r:f ,t r A�n`J ane $h lr'Ci. lr; z., �.I t t •• X (t r, l,,.c- a ♦ _ y I-- ,I *��` tF "r.,. �— r,r r ? "'r f Y `,4 } . rF .y `-`?y 1 st e tv' S t .1 } — '.. 'C a^-.�- :.'r " * ik .ir' 1 P,. .',y i E {j'.y; ° 4;..E� d !LPL + Vi` :�' �r ri.r ` " ye'.♦ ,r� `..,:, roc rr -ro,— ''7;}� r 7^." ,, • + a i 'va i.r. f. ram.`7 +? .+ :F t,M*s r t.• �. ; 4 11 �' .( x --` raver C:M:•Fati sh ,U ,U +., I. s � 4 r ;,. f I ` , t ' R +�• r�'r `k'+f z:a ) .'.r. { -' a ,'F 1r, ., -s 'BOARD <JFsHEALTH �,} r :'wry r 'I , , ��, ��� ,�� . ,~ _._, .f �'t ` T r, +. �,a M. 4 '�' s,K fir. L x'at i, .t j * . rr. TaWi�1.OF B i1tNS' ABI; � v . s! °to- s'r } +r • 7 __' I. �q ! ♦Y _ *t vrrC A r t,�'' x r � r 'y ,rR a „•.,�••y t't. w 4 r r�`-. •r.. _, ,�' t rr x}, 'i", , J t u ! ^. F w.`Y {4 Z4 ,.F',. 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J Y ,t i G r>r * I . t ... , f '� ... ,•f�."^#', . ., d, '7 a L, .5 '*+ `fir, ;`: 7,! r t. r>., ,r r.y r� B%S C Cape Cod Survey Consultants 32'61 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 March 15, 1985 Barnstable Board of Health Town Hall Hyannis, MA 02601 RE: Request for Variances to Repair Septic System 87 Willow Run Drive Centerville Job No. 03-1514 Members of the Board: On behalf of our client, Mr. Richard Haddad, we are requesting the following variances to allow the repair of an existing septic system at the above referenced location: VARIANCES FROM TITLE V; STATE ENVIRONMENTAL CODE 15 . 02: ( 17 ) — to allow the distance that unsuitable material ( i .e. topsoil and subsoil ) has to be removed ground a leaching facility be reduced from 25 feet to 20 feet. 15.03 : (7 ) - to allow the distance from the leaching facility to the edge of a vegetative wetland be reduced from 50 ' to 34 ' . to allow the use of an impervious barrier ( 4 mil PVC) to prevent breakout in lieu of additional fill. 15.06 : ( 17 ) - to allow the inverts of the proposed septic tank to be. less than one foot above groundwater. 15. 07 : (7 ) - to allow the inverts of the proposed- pump chamber to be less than one foot above the groundwater. VARIANCES FROM TOWN OF BARNSTABLE REGULATION to allow the distance from the leaching facility to the edge -of the water to be reduced to 34 feet from 100 feet. The BSC Group of Companies Planning Surveying Design Engineering The leaching facility proposed meets the Board of Health require- ments of a minimum of 400 square feet of leaching area and 4 feet above groundwater. Should the Board grant this request we will then proceed with the filing of a Notice of Intent with the Conservation Commission. If you .have any questions or comments please do not hesitate to contact me. Very truly yours, CAPE COD SURVEY CONSULTANTS Step n A. Wilson, P.E. Enclosure cc: R. Haddad Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 The BSC droup of Companies Planning Surveying • Design • Engineering it i•�,,, 3 -q. s y ", /— r^.1: ! ,,,.,xt .'x a •k'ik ; ♦�Y 1 -. � 4 w Is •'"f �`,a}.� �a :` - r .q;.s 7 r r a;,n,, a L c' #a t' t •� c r�. ia..t ua•_.'''R �� y:{� �S"' 4, h � '; r �,•` LL t ,':lt '. .:+. ,xrGtd" ♦ `4T`-. t � t � r. sf � 7K" ♦ � •!'' �Y _� �xr 7 � v. @' 2 d'. t .t i�:�; ru - �� ��Y � ¢.:N• % �� rY'E� ,� f:: R.s r.-;.i 3r .. .,z -� # *`� �•. 1.y .�:* ° '�l'.'.' s i �,„ 1 y;.y.a k ;,��wg� ♦ i -t .t. •. "o' „: Y' r �. � s a t !§.s� � �.y a: P� a; .s. } ,ar _� y a3. _ �, .,� •T' vk <C t i'i .i ,� y F` ,y .♦ t ,•. �' ✓' "'`'�_",1! 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"t. i':.= - ��# F`a � f r :.. w 3rA M` L°' ee r t�_•we a 4t •r�Y - "} inclosed is $:'-plan and requecst-frt�im 'r ;Cod> Su p Consultants to int ►11 a Ytight 1` a tank dt'8 illow ,Run :l3rive,`,Centervi "1'hb°13� i f..1rl iltii d,tbels that W.tight tank:' A .. g. k closely supervised at this focntii�a° vaald n sea t ta: he onvirdfi'ioenr.' ref -� aI �• *#� - s .fx n we h$ve°alsotcnclosedF a.plan�pr by C Cod 3urVey,Consultants for'.a*'n on site o �r r.x* system At thiS!106k-t '+ a y' w Pzr }�... ,.�ww .sax '" 8 f L �, - xr' .S ".i 4 •,-7° tL f,.^hs. st ,: t 9;s. t♦ e t ..•,�•��('" •,••�. _ ���ti ,+.+� r+, ._ .t'. '".r f 'i• Y „a.,F�" ^y : ;.� .a; �.ay .. 's� c �A.".aw. -QThhd plann,fo1r theii'6nsite cyst tvontd'requk y nitip 4variasto�s Prc � �'itYe 5;nfrthC t�7i[{t�i� Bnvirontneintal '<.+odb.` bb Y,R. .'s„Pt r * ,h y y r > r.. 'xs +t 6 7' ".( '�7.. z v i 5 ! a i'• 3 'y ,;o �`'4r ? !^ 'A i, ` r.-` + ,v kx r 3c •,P f W,r,�+ r �r'4r n rt, r*"'1J: � *4y r°` i! � _-`h �'g � • ( - .'.. llaard of 1 e'aitla ,'fu l aware 'of,ya . prefMac8 for*An onsite',egstemQ�if i 3 y s'r ref _ , .. .+? x• pcsssiblo;. P�topvrp_ver, thisp*ab afar°lace ari•,onsite sgstmgoses a fAr;trare�$erioue:;si r ` y } ' ♦ t{�:i�.wt t0 t�1V t 4 t- ._t-, }+'. y C7 •.f` 'S. ♦ ♦ C � I 4 J } 1! A °L.[s�`! 's � `�it.c' .a` "ti { � - g�^'•F•, i '��,j 4. +. o } �!� K i_..'.r.F < ti.�a (. .r +c S z t .� t S%T' ee BClArd 1 rant=the�`:v r antes listed 'in'thb'�.encl e r " x+ _ �{ t: w ., ,. os d lcttetr:from CApe Foci purvey _ " .i1t tPt6'�V�A ou do not.appro tihe'tight tank. f w s ..; - r' .• .. 'u .',,, ,r ro r 'Y,a . ' al" .J-° ,' t+•y, •'P- < system proved ails se c�an existing roae bedrootr'i seasonal--;.cottacge ' + �"r '":'`�°. t ��` 2�f`r�� s�•,•t"*?^� � *��a r 't,'..�.i. ��`. r ♦fin �" ,r a "�� t. .n.r y ,-0 Ain „�`- r ;t ��a-'i_F �' !- �-: Veiy truly qou .� L N ♦, x#" , .s? sr'w, ,"'� `fF. J. ter„ 4o, ..'♦ :_ .i ..,i Y. '�" ; a 4 S i'' w A«1 wl N�F► �.�'�F���p , } a"; � rr � {4....''s" �� . ii ��r�5,g t'�,.�"'i e+�� y'!!�t r � •.'F' z t e+'� ''..4 `b' :� i� �.,•1: a! tLa r r 4 h�•f. {j• k � V'` N1•"S: 't .�'t n i tnl ✓.• .&.. �'`''i fJ�t G d ?: ♦ iJiC'iw5rtor_'bf,Nb1ic, iHeMt�`,s'f „ i ,ey. .. } }�>t' -kA' 'a." t o A '^Y vp.` is r-rx .rF- 'i:f'.• t.? t+ T!'r. A �.h 'r ; # ,y s.- +"'x*• iF f: 4 - yrr"^ 't., .. .,€z•-. i�F*w ♦!k't' R.rsy*"r��.4+Fy�.'.-•R�} 'L S.. YJailli�• J' S .a r� >.� i 6Y Y� r,. __r y q 3t F '*' '• E �. encl., o of* i h :' ank let► ith lefts f G Py 8 p w, r sod Cape`Cgd Survey Cflstsult�tft+s =< '; ansite Systim Ptan.with VArlAAce ReQuest; a. .�} a s �t Conservation'Gom�mission:. ` f r, h `' F ��er r- w •? ' � „[- r i e - . 1ldr:-stephen Witaon,'PX.,'Capet Cod-SutveyYConsultanta s r, ,'• ,�; ,yH - s t. �'{ �"Cy •s�r y i- e T •�� _ .. y.' j i;+� T sxi1 4�+ .. '� .i 4.1'' �. .. ,. t . 4 ` •,. l 6 .}_ C ,I�ir i4 fs- BSCCape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 March 15, 1985 Barnstable Board of Health Town Hall Hyannis, MA 02601 RE: Request for Variances to Repair Septic System 87 Willow Run Drive Centerville Job No. 03-1514 Members of the Board: On behalf of our client, Mr. Richard Haddad, we are requesting the following variances to allow the repair of an existing septic system at the above referenced location: VARIANCES FROM TITLE V; STATE ENVIRONMENTAL CODE 15 .02 : ( 17 ) - to allow the distance that unsuitable material ( i .e. topsoil and subsoil ) has to be removed ground a leaching facility be reduced from 25 feet to 20 feet. 15.03: (7 ) - to allow the distance from the leaching facility to the edge of a vegetative wetland be reduced from 50 ' to 34 ' . to allow the use of an impervious barrier ( 4 mil PVC) to prevent breakout in lieu of additional fill. 15 .06: ( 17 ) - to allow the inverts of the proposed septic tank to be less than one foot above groundwater. 15. 07 : ( 7 ) - to allow the inverts of the proposed pump chamber to be less than one foot above the groundwater. VARIANCES FROM TOWN OF BARNSTABLE REGULATION - to allow the distance from the leaching facility to the edge of the water to be reduced to 34 feet from 100 feet. The BSC Group of Companies Planning • Surveying • Design Engineering The leaching facility proposed meets the Board of Health require- ments of a minimum of 400 square feet of leaching area and 4 feet above groundwater. Should the Board grant this request we will then proceed with the filing of a Notice of Intent with the Conservation Commission. If you have any questions or comments please do not hesitate to contact me. Very truly yours, CAPE COD SURVEY CONSULTANTS Step n A. Wilson, P.E. Enclosure cc: R. Haddad Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 The BSC Group of Companies Planning Surveying • Design • Engineering BSCCape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 March 29, 1985 { of Barr m: pwa t Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: Variance Request 87 Willow Run Drive Centerville (Our File No. 03-1514. 00 ) Members of the Board: In response to your letter of March 20, 1985 please find two plans showing a proposed holding tank for the cottage. The tank has been design to conform with the DEQE criteria you have provided. The tank will have two 24-inch diamter manhole covers and a 1 '-6" concrete cap atop the tank to protect against uplift. A float alarm is to be set at a 30-inch depth ( 3/5 of tank capacity) connected to an outdoor alarm and light. The tank has been positioned so it is accessible by a standard septic tank pumping truck. The pumpings would be disposed of , in a similar manner to septic tank pumping, at the Barnstable waste- water treatment plant by a licensed hauler. If there are any further questions or comments please do not hesitate to contact me. Very truly yours , BSC/CAPE COD SURVEY CONSULTANTS Stephen A. Wilson, P.E. Project Manager Enclosure cc: R. Haddad The BSC Group of Companies Planning Surveying Design Engineering Daniel S. Greenbaum (n Commissioner �JOu,&ieezdC ez Gilbert ' I'. Jolt' llP /�tal �adda[/'rudef�d 023./s7 � Regional lArecloi lur! (''- _ ? , (508) 9.117-1.Ml, &x1l. 6,Y0-6',V4 December 21, 1988 The Department is in receipt of the following application .filed in accordance with the Wetlands Protection Act, General Laws, Chapter 131, Section 40 ("the Act") : Name Ann R. Murphy Address 137 Willow Run Drive, Centerville, Massachusetts 02632 Owner of Land Same City/Town Barnstable Location 137 Willow Run Drive The project has been given the following wetlands file number in accordance with the Act SE 3-1915 ( ) The following information is missing and must be forwarded to this office for a complete filing in accordance with the Act: ( ) Locus Maps ( ) Notices of Intent O Plans - ( ) Wetlands Regulation should be reviewed prior to hearing by Conservation Commission. (x) The plans for the sewage disposal system do not show Title 5 compliance with The State Environmental Code. Review with the Board of Health. ( ) Application has been forwarded to the Licensing and Permits Section to determine if a Chapter 91 License or Permit is required. . A decision regarding Chapter 91 jurisdiction will be issued by the Licensing and Permits Section. ( ) Detailed Notices of Intent Form 3 must be submitted. ( ) PLEASE RETURN THIS FORM WITH REQUESTED INFORMATION.. Notices of Intent will not be kept on file longer than 6 months. Issuance of a file number indicates o_y completeness of the file and not approval of the application. JJS/jt cc: Conservation Commission (x) Board of Health ( ) Coastal Zone Management ( ) Building Inspector ( ) Water Pollution Control � I y,J i< S C Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 March 15 , 1985 Barnstable Board of Health Town Hall Hyannis, MA 02601 RE: Request for Variances to Repair Septic System 87 Willow Run Drive Centerville Job No. 03-1514 Members of the Board: On behalf of our client, Mr. Richard Haddad, we are requesting the following variances to allow the repair of an existing septic • system at the above referenced location: VARIANCES FROM TITLE V; STATE ENVIRONMENTAL CODE 15 . 02 : ( 17 ) - to allow the distance that unsuitable material ( i .e. topsoil and subsoil ) has to be removed ground a leaching facility be reduced from 25 feet to 20 feet. 15 .03 : (7 ) - to allow the distance from the leaching facility to the edge of a vegetative wetland be reduced from 50 ' to 34 ' . to allow the use of an impervious barrier. ( 4 mil PVC) to prevent breakout in lieu of additional fill. 15.06 : ( 17 ) - to allow the inverts of the proposed septic tank to be less than one foot above groundwater. 15.07 : ( 7 ) - to allow the inverts of the proposed pump chamber to be less than one foot above the groundwater. VARIANCES FROM TOWN OF BARNSTABLE REGULATION to allow the distance from the leaching facility to the edge of the water to be reduced to 34 feet from 100 feet. The BSC'Group of Companies Planning Surveying Design Engineering :h The leaching facility proposed meets the Board of Health require- ments of a minimum of 400 square feet of leaching area and 4 feet above groundwater. Should the Board grant this request we will then proceed with the filing of a Notice of Intent with the Conservation Commission. If you have any questions or comments please do not hesitate to contact me. Very truly yours , CAPE COD SURVEY CONSULTANTS Step n A. Wilson, P.E. Enclosure cc : R. Haddad Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 The BSC Group of Companies Planning Surveying Design Engineering BSCCape Cod SurveyConsultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 March 29, 1985 ` y Barnstable Board of Health _ Town Hall 367 Main Street R 2 9 �985 Hyannis , MA 02601 RE: Variance Request 87 Willow Run Drive Centerville (Our File No. 03-1514. 00 ) Members of the Board : In response to your letter of March 20, 1985 please find two plans showing a proposed holding tank for the cottage. The tank has been design to conform with the DEQE criteria you have provided. The tank will have two 24-inch diamter manhole covers and a 1 ' -6" concrete cap atop the tank to protect against uplift. A float alarm is to be set at a 30-inch depth ( 3/5 of tank capacity) connected to an outdoor alarm and light. The tank has been positioned so it is accessible by a standard septic tank pumping truck. The pumpings would be disposed of , in a similar manner to septic tank pumping, at the Barnstable waste- water treatment plant by a licensed hauler. If there are any further questions or comments please do not hesitate to contact me. Very truly yours , BSC/CAPE COD SURVEY CONSULTANTS Stephen A. Wilson, P. E. Project Manager Enclosure cc : R. Haddad 6 The BSC Group of Companies Planning Surveying Design Engineering �.ra F . s `h .• ' i_', -t '..pcY :.v NS - tom.;- - - R ,, a"'i x: { # �1. :,"r r3 .ar h_srY'�s a t :°.+ = l« c .1 { I^ r r r •. r .. a e- _ .a w -�,� .r -r ^c % y' ,�; .X»F t t '`� ` w is -:rr �: as a r s^ '�t"` r' '' '' ,�r j "` .ag 1 t ,A; `L.' + t 'r t t rX s e ,qf ..:,. �> q t�i+ •�> F` ':r I :a r t .>, a wI '"',` 'r + d♦ a.: ,.# } r ,< �-i'a a la. t i .,er .'- * 1+ad sY °rT; I r,, 4 i Y t �• 1 ' .° a °"' ,r # ,. _ V!. 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' p_ ,}4 t Y { + '"', - L:.f y. .''x Y �""'* �.�r v� f": x t ...r a '^' '� �a> ., � A� ; ', ,March`20, 19$5 ,-, 4R �. _� rar`<. -' *; ', A' ,,4.w : -r i' - � O•..U 'r '< 7 V k .` .^, A .#� r, r � fx -� Y 7 xiPx t,z i fi 5r .{ L ; y YY •"h Y a €Y a < � I µ ,} � K rA_h�� . _'�,; 'i .'tr ,s� t. F- , tt,t ,2 - .`+1 ,-1 - ,i '� t i« Y, r.. �a £l i �^ ,y_ -:i-4 a T.. - i. '1a t f,' t +. ., - .0 r O,'- t t ifs' " d r! % ,A- ,, r 6„-' r. ' 'c", ) s} S^,,:, Is ♦. k r,- # �-' r S,Mt � w rye A r i a' a . ": s'°.}:r"r$ K F. r ' ' *� = 'e f 3.. ! 7 c«.. �.' - i e. F,"'� °„ ;ate xw t °j;a a F" J-r.tx 4 E i. s-f :...ys t - ib'+ `v t r.a, A �".t d a .,t'> .' 2�. +e r 4 r ''. t '.- ,'S' a'k t .r. ;. '' z <a:_ <`>. ai e - f xct .,t w,i • �, + �''s y_ } Fe s '.,, r : - ,7i6 �;- a^q '•,#. .x _ r,k I. a~ r .F a t '.• `{ a`. "'YY' r'> x • , • s ,,i, t' i a., k hh�,.r try r- a t r , f ^ •<. -.: e 'g ~}F ti'_. k L ''L a.. , �:'� '� N x :' t 'xF . } .y'y ,;_ f`` j,{'`•R x «« " °4 fir StephenWilson s » _��` F F? _' _•' �. , r 'is ) , -e z `-e• x a, 4 z F e a^z -"- —4 4" > . t+, , ' . 'Cape'Cod Survey.Consultants, `' i r. a rIN � .a, a t t 3261'=lsiai-n`St.reet a .x` ,�.�� ':" It y •.t } a ' t ya 4 J ;� � k� 3 r tt 1 .rr Barnstable, A:02b30 • " w � r r 3 a r110, "* . 'a '•a - -t +' y k is Y >_ ie s '..- •f".... .r k 7 ..P..al'F"+mot+, z`. $r.:,} p5..y. v4 , ` t it ,� t. t ` 'r.°" r i- d. _-:r .'�; "t ;. t t� p r 4 r) P1. ..Y x• i _ a 4'* Dear �4r `Wilson �F �F F� _ .r;. t- s s � R k_ % tr' r " `_ y r z + 4, Fi t-:.f'N7�a ,+ s` x 4 '�, ,'� r �1'rAs� x VF .: _- fit .+? r` _ ,. ; 5.'_ " asr ; ' _ ° „� '�,The Board reviewed _'your propos11 eii ns to1. grade t%he o to sews a R� . e- '` •;-.r <� r 4 I `y =:disposal system 'prepared for,;`you ienti Ric r&%Haddad' at g7� 1 i11w } F.P� #;. t ".i r Run Drive Centerville -',f �, r- Ri '32 M y,fy t'- R 7 t7 x f a z ^'a.. r ' #' .. '• - .a »„,I c e •� Y w.ry € t : *' ) r• "'�Jet „ • if>s C.,"i-a +a ,�. ��.T s ,4 r �}F>+ 1 d"w^ t�S,%..,i7T. ,��' :•,"". .� P a. e." .t .r.0 • y,. ,F-t +...1 ;F -*1 t +' "i' z Y z -Al if 4 It, was=our feeling that=Rin,.view o, ey iple variances requested`and= ,` '-�{' ' " �y the specific; variance regulations to' ed that-the en+vironrne't--would' �-' ' 4 . `.be far,mote rotected"b apt 7 , a w "; <4,tij s t 7 f rp ; + t �'� , '�.,A , h 'e ,�# .. _ '% ,a.�,a •.,. r. 7,. "M1a.q f�' i.f: �}t 'X d .d . A tion ank. .. ay A .. ` � . _ C .01 Gur �a �nt;lias tack ,to Frank aY arap t;D.E.Q>Econcernin ,�this k 5 r - ' r = r, F'* . g r •? «, ,i 4 L grope rt,y w = t 'It- ,x3 r--. . <t* e� a # 3 2� � x {►p., -4 a's ..,., ># r "a Y' C ,. •• + F' 1 . ' ," -'. 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Yr' { ,G T r,y, .;y.�� - Y 'e,f i ♦. ':.k f r � #,",b •R''� f'- a `"""t "#..' { } f .�;. F-`.t-. wrc a , ,t.,-� _ :'^ 1 s ` 'L .4 't 4 li.` '"Z ^ 43 €, >1 n d'•'^t t`�G tAak {:r .L 3. a - z Q � yt Y i � rox Y .�r I: l a •..t A` °a a`.,; M �. t -'tkL44 x- -... \ ,` '}'..;a F, - ! r y', fit. rC y 4 t r - } '."� _3-•: - i .�i Tr i_ +�, r k.iS" r> ': � t r a< a '. �i. •> +e s f d'd a 3'a % +'.' r 'ri;: an' µ A-I '. a.- IV z {�ter. e e ' !M".«'r r s+. r ' y y - y, # ,�y r... r +.. $r h N p •-h f, yr 2 a e - �` f< ,'t 'A' a ? 4" c< R ?.r o .t r x", j x ?'. ` ^+ t « t ;a f 1 '. >. V-j... a ' F '-tt a P •rf>,T. .+L tl y a r a t- ' > t Fa.•- ..vim :4k . z 3!- >' _ 1 -v` t r .� * Y Yw a u'. o .J > h`' •" .�' �?'_ a a[ <#t RLCEIVED VAR 91977 DEPAR'II N-r OF D1VIRO`,,1% TAL CUALITY ENGDq=tINGD.E.Q.E. Sanitary Sewage - Tight Tank Policy t ' Effectiveiately the tight tank policy of the Department .. adopted on October 1,1975 is rescinded and the following policy is effective. TIGHT TANK POLICY 1. Existing Situation - -A tight tank may be approved under Regulation )!2.1 of Title 5 of the State Environrrental Code to, eliminate .,an existing malfunctioning subsurface sanitary sewage disposal system when,.•_.-i_n the opinion-of.-the Regional Engineer having jurisdiction over subsurface sewage disposal, there is no other feasible alternative. Evidence must acea-rpany application for approval showing proof of "no feasible alternative" Reasonable variances from the Code nest be carefully considered prior to approval of any tight tank. The following design criteria will be used. 2. Design Criteria - a. Size- 500% of the average daily flow, but in no case less than 2000 gallons. • b. Plans - Plans must be submitted by a Registered Professional Engineer for approval. e. Alarms - Bell and light at three-fifths capacity in suitable convenient - location. Transmission of the alarm signal to a locus canned 24 hours per day may be required. d. Pumping - The Application for approval must indicate the method and frequency of re-roval of the contents. �e. Disposal -of Contents - The specific location and method of disposal of the contents must be indicated and be in a proper manner at a location approved by agencies having jurisdiction. f. Accessibility - All tight tank must have at least one 24 inch diameter cast iron frame and cover at finished grade constructed so as to eliminate entrance of surf ace waters. Per aDent suction piping may also be required.. ? g. Location - The tank shall be located so as to provide year-round access for p-Lmping. _ h. Permit - A permit to install the tank must be obtained from the local Board of health under Title 5 of the State Environrrental Code (or in - accordance with the provisions of any successor code, law or regulation) . i. Monitoring - The local Ba>>Ti of Health must certify that the system will be monitored by them to see that it is being properly operated and maintained. Additional monitoring will be by Department of Environmental Quality Engineering personnel having jurisdiction over subsurface sewage disposal on a spot check basis or on complaint. ' j. Groundwater - Tanks must be water proof and watertight and should ! not be located below the water table without extensive testing to prove the integrity of the tank and be designed against uplift. k. odor Control - Aeration or some other method of odor control may be required. 1. Reports - Monthly -reports may be required to be submitted to the local Board of Health and/or the Department of Environmental Quality Engineering, 3.- Approvals - The Regional Engineer may approve all tight tank applications* an escrow account may be required to ensure availability of funds for continuity of maintenance. Escrow accounts will be in the name of the owner or person having control of the tight tank to be used when required by Department of _Environmental Quality_ .Engineering or--the local _Board of Health. All replies approving tight tank shall state that failure of the •awner or person having control of the tank to keep it from overflowing and properly maintained will constitute grounds for revocation of approval for the use of such a unit. Approval will be limited to the existing use and any change of use or ownership will require a new approval but may not require new plans. 4. New Building - Tight tanks will not be approved for new construction except in connection with the marina license program of the Division of Water Pollution Control when no feasible alternative exists. 5. Upon availability of a sewerage system connection shall be made within 30 days and the tight tank system shall be abandoned. 6. CcmTercial and Industrial Wastes - The above shall not apply to commercial and/or industrial wastes. Approve;. Dav' Standley - Ccennission DATE: `"J? BSCCape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 1 March 29, 1985 Barnstable Board of Health Town Hall 367 Main Street 1+►IHR,, 2 9 i985 Hyannis , MA 02601 1�1�► RE : Variance Request 87 Willow Run Drive Centerville (Our File No. 03-1514. 00 ) Members of the Board : In response to your letter of March 20, 1985 please find two plans showing a proposed holding tank for the cottage. The tank has been design to conform with the DEQE criteria you have provided. The tank will have two 24-inch diamter, manhole covers and a 1 '-6" concrete cap atop the tank to protect against uplift. A float alarm is to be set at 'a 30-inch depth ( 3/5 of tank capacity) connected to an outdoor alarm and light. The tank has been positioned so it is accessible by a standard septic tank pumping truck. The pumpings would be disposed of, in a similar manner to septic tank pumping, at the Barnstable waste- water treatment plant by a licensed hauler. If there are any further questions or comments please do not hesitate to contact me. Very truly yours , BSC/CAPE COD SURVEY CONSULTANTS Stephen A. Wilson, P. E. Project Manager Enclosure cc: R. Haddad 6 The BSC Group of Companies Planning Surveying Design Engineering � - I ,", ��,.!T,,, � �,4 . .. � - � —-, I / , , -'.- x s a1. ' ar +- >st ..r a ,41,43g a S. -(... t S! `§t . - a ;I k. t 2• � ." x „$ a'= K a• ^� L tr M. ra. A •: t; 1 .� F �: `4 t1. °.` t $ r ;• r A ,s ry r, 3 ai, ,• r ,i �• t '-a .y a. . .! 'E ,g:+x '+ 4*�*r '� a s. �' K - a r :�, `.1.r t .:A` 's 4 ft, _a i,r C,T 3• '�a. r'a' •; 'C•i ''^ P';�„� _T h , a y 3 z 3 s B t * � "i z f t " '„a a t J 6 ' J„ �, a"" .'.f :y ;` �'.., d R ;t ; t X. Y y +` .r• # 7"~ a a I .4 � x: `f. 3 c e rA'. E3.Wk ` _ xi; �'1S x wet < + J^. .k .�-< �� 'i A c4 ` rc t$i 41 ?'e y s '§ f 4 a. c- -ti- " ,.s e 4.1 ,f - , i t' *. S. ,:- !+ i .� 2 .>t „! -t, r tk .,n.'sr;' *, a ti ':.e z:' x F .t r" `i..� R ti i •} '�' } ..z ,. ,. f in .,` a.:n a s d c . Z11 4 +A- t t *i f +#. , t. d : s t -..I r :_.: v. y L s r iJ R Afi t i 4; <0 F t� .n t4' _ !, .� _J y S "" _ ap \. ' --'.r -~ r e.,.i, e. • ;F» "' '- a `{L G A ,,.- 1 Sa }'' p, s r t.r e - S K - ,. I E' `. ^'rf.t r,_ ': . „�++, { r 1 •Y :'e a' f -.y «`" rx. n #" r '?. t.}" t E••- J _ ,-Warch•20 1.485@ �-:"a .y ; f'fi t �. 11 .r S t,r-' 4 • '�` r= « { � ! a.',.. ,x q ;i.. sai n t ;,.,` -, t r, <# _t.'y s; ¢fit. ^fi s, fk- f, i t,, 7 i4; ti r ,t iT�, , ..rt �. i } 4�t+' r. �d '� t R r t - `1.s •.. �; '/• a ..,,., r.ii .+ r :, � # r t 1 �x '{-• t. ~a s x M1 a G re.5 c ` i� as �s a % f,r m', - i t+ .'i ' .!. , t =a s •a,�-. ti f'i s r';��' `+�;. - ':i �" �'E I. Y f ! y .. Ws '0 F _,.J rL .±aar s 1', ',3. f '*}# y } � x :.;,� t" •T 3 + ;.*� 1z 1"� '" t_. zn + .F' r.`,,?r,Wr i,Y i.i f .' .ice sa t '~ y'.` ., i4, .s ;� a d P'' J T t d. 4 6 - 7 3 A -. any y t Y x 1 , a. 2' # a i # ;t' e. n a}l` .- �' n;yr.s�. ,. �+ :'" .x >< aa+ -°t d x. ,lr A.�'� + to xu.t.! `t „� .t .< k kr A.-i a4 r, .ra { ' s t �"E', S' t is .+.+q. 5 E + �F "E_.�y ` "4 .i �` s +'"*a,b ` ,f ' ._ `"inir. Stephen Wilson ' •<;E . �A`t ' �_*R . . t,*Cape-Cod Survey Consultants, " , � < •�E,�G $._ .`� a , �` ',� ;" #r� f T ;J' r S}t- - s ts'> .y r is „ d 'S'- # ' �� 32d1"Fain Street = ,`� Y. . y x� r ' � ; ,' 1 � �. .r. ,:. . � - *¢d , Barnstible'UA, 0100 a r ,H� !. V � p ,_i i T k a t r r;, E ` 4 r ? s 1 '.!'' J `r e e +.s '} y i., 1 y-':' 3 4 `�.. , 1 aY,hy. �rf�.•� � � r i' �,r�, : Dear Mr. Wilson ' � s _.' �°i �:;- 4 � �< w ,r�, G t, 3,Ep ;� � "� ,ti �,3 - s as i')# �y } 4 �'r --'� '`'•-% _ > s;w.. "" s .t.:' „`-'�" -a_A`$ a S a C > :r •a �,* .a a' t!<,..: c i t a -' '._.• J r.« i xs• • r r -;^ �-0t� T oK t' } r t. ,s .,� .;The !Board reviewed your;proposed: s to� rade the7. R�o s tee se�age�T '' , A " r' _• disposal; system-,prepared t,for 'your ent, l is d Haddad, at,61•`,Willo,w' `, I ,` h 1. `,. Run Driv er ilia. x; "" y• ;; > * . _ e, . , e k:Cent v t 'r { A, +x. d`•� # `,;, tat, '1. Xt .i 4 p._ s-` 1 • - _ �.i .ram _ T ,.. .x a1,F ' ~ r `� `* : Y;:lt .was •our =feelirig,that,:inievie I-o• e ' pie variances��requested-;and:�.t� .11�� , . ' _ '�` the specific lvadawn a<r`egulationea toy 'ed that'the a vironment}wou- ' 4 r= , y be far'more'protected byx tian tight tank. '`�•• i x-` *. s x' ec,. +' ♦ -• .t '., _ +r ti'.J•4 < 'S. r r. as -*' ,;.{ v s` +a s• y .- '; ,f!-. ,. ,z ,,,1. a Y - : t r - .e y, -*w , +.j�41:. .,4 ,y.. ,* *� `r. a .� fix` ¢'.J r 1 a. r.+_ h Ciur agent ehas talk to Frank M cap ` t° D,B:Q.B.' concerning.thW- ' ,,�X. � ' 4'f ! Fprope'rty. ° a " r :^ - +� r'` i .r t t ru r � . , J•.. .J . l>'• , ! , r t owi,�. i' R t f;,Y h i r�,3 4 u r s` r ;' r r w t. y..+ a '.+ n #i s $ ,x..e F #:,mot. .so F t" r " '�c�� r F t �` r"v'1 t W .1 +x.tJ ,.` r,y a s.� a 4. -�` Enclosed is a copy oft e-D#B.Q:13. tig t tank criteria * ' ., , �� t r x at-,r. t - 4.,;. i � F"•� , wi- f r 9 ;,`Cat �,F:� t � � +.,"` .� s € t-r v y .t, ,. r ' 1`'`. T AE.`r` _ _ tr i'' 1�.:+. ti.. 2 „1. �'�"� ♦ 'E _ i $�I s S x,: d �'. - 4 'v r s i -. s f �" ;a +S G �>{ x .; w °'r w E .' 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'SF rasy�g s i • ' T yr f -f•r .*5 r i. !•S .�R i,,A 5 i- .s•t t a=�+4 'e! 1 ctr 'a,: & ' A:4a �7,a, s x ,r. � •.;� x,iyar.'{ H fA.,- k +�-_'t a f �.._Y ''` a #X& i� s r y a.` ,l .. ' Y 9[`' �'t 't+ "`' L 4 Y-C i aM t { + i` �J.. i° �, "ti - ...a t S ,i .' k n •` § .t < 11 - ,e f o,? 4 }. s %',jK% ,t '�k.r F �£ e 4 a�, _' ix-� t. 'a 5 '-, s. Y x.n. .0 , '• w f t xx i ro'*`„r.' ,A.. a ite ?r t •d ', s r 4 n •9 , J , rf f e4,k;.l Y,� s ;! .y r # F'r 4 <.. , •m , t .,4 Z'a3 'r • :. a a *... 4 r- a q., ,, j.- `,`" . `'F , ..� ,, ...L # `1 f F t ,E . t. , S F l..- Y. "'x S 7 x y ,3 t „ $ 'tom r itl " zct .,i-°n a!'L - y x R, '. s t. y r. +^v. '; *y. i7 Y .: i t+:- w }�!-,(,.:• , '�.� f x, rc•s k Pam'' ;L�.- d. , ; ...y p+ v aa•.cS i .. x T :+ n •i� -t` !'✓.' 'x.,d J i '" t a' }_. Y Y ✓t 3 T�' ^ N Y .." -i.'i. R 1. - 'a. •. e��♦ N' r� C i '1x'1!1 + x p r ;5 '� { ,,.,n m'., '+•c• -:sA. 4{'" e 's'�•max-!, �c A` _ t ._T. +A - �" i� r',:t- ,�1 F* DATE FEE y�TNtsc TOWN OF BARNSTABLE b OFFICE OF t bi- n rerNABLar. _ . BOARD OF HEALTH moo i639. 367 MAIN STREET T D mix HYANNIS, MASS. 02601 VARIANCE REQUEST FORM M A R All variance requests must be submitted five (5) days prior to the sch9diAW Board of Health meeting. NAME OF APPLICANT Richard Haddad TELEPHONE NO. ADDRESS OF APPLICANT 87 Willow Run Drive NAME OF OWNER OF PROPERTY Richard Haddad LOCATION OF REQUEST 87 Willow Run Drive VARIANCE FROM REGULATION (List regulation) Please refer to attached letter VARIANCE REQUESTED (Specific request) Please refer to attached letter REASON FOR VARIANCE (May attach letter if more space needed) To allow the repair- of an existing failing septic system PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE W. sC MEMO Date � ,��,� ,yBS Time ,gam Job No. 03 - ,s/9, 00 Attention Subject 1r�cu�se�o� /at Ali&to� ,�,/nalaOao� �i sic 76-w f/a// .36 7 />W4,i r St, wi'//ow qua �/v�itic For your information Take appropriate action Please reply promptly Per your request Message: z re 6i .so cc] Lo .?IL3 / .z. a ' A Signed ,..4�� The BSC Group of Companies Planning•Surveying•Design•Engineering ❑ Boston Survey Consultants(617)269-8150 Xcape Cod Survey Consultants(617)362-8133 ❑ Joseph W.Moore Co.(617)275-7979. 647 Summer Street,Boston,MA 02210 3261 Main St./Rt.6A,Barnstable Village,MA 02630 16 Railroad Avenue,Bedford,MA 01730 ❑ BSC Design Associates(617)269-8150 ❑ Loring H.Jacobs Co.(617)659-7981 ❑ Robinson&Fox(617)756-6083 647 Summer Street,Boston,MA 02210 293R Washington Street,Norwell,MA 02061 82 Thomas Street,Worcester,MA 01608 ❑ BSC Engineering(617)269-8150 ❑ Miller&Nylander(617)862-4882 ❑ Malcolm T.Shaw(617)293-2226 647 Summer Street,Boston,MA 02210 114 Waltham Street,Lexington,MA 02173 590 Monponsett Street,Halifax,MA 02338 Date Reply: Signed APPLICATION 1--OR P), Z �� ` TI ON 4 r3V'1 11�� ©� 2�r� ` ,f�VQ _ NO. — DATE AGE G c=ov7urkU/ L LF — — ICANT R1CHo3-RD FEE--- E S S 8 7 CtJ i t�oW �Qv.V �,.-z 0Ar TELEPHONE NO. (Non-refundable ) NEER VAry [bousyar.. /v !:_ TELEPHONE NO.— . SCHEDULED dr (Applicant' s signature ) • • • O • O O,• • O • O O O • O • w 4 O • • • • • O • O O O • • • • • • • • • • V • • • • • • • • • • • • • • • • • • • O • O • • • O 4 • V • • • • SOIL LOG DIVISION NAME DATE— (o NONE I`t$S TIME 10 AM NSIbN AREA: YES NO _ —Si-eyc U3 sort, ENGINEER ' Tows G BOARD OF HEALTH WATER ✓PRIVATE WELL i n.+ti R'1 WCOvx EXCAVATOR Coo CH:- (Street name, etc. , dimensions of lot, exact location of test holes and percolation tests , locate wetlands in proximity to test holes ) NOTES : 4 - 1141 ' 3 - 9b yz OLAT I ON RATE : HOLE NO : ELEVATION : TEST HOLE NO: ELEVATION : -fin^*► 2 2 ToSubse:/ �y��i/ sd6soi/ 4 sae- �v frn� saner 4 --- Q' o`� mos. cSroJn�ak+fer 5 _4 2_ - 5 - - �0,01,0,v saaaoo' _7 / pPProxunak toa 6,n 'y Pit - TO"We boNdme� P 9 9 10 10 — 11 11 12 -- 12 13 13 — 14 14 15 - 15 j L 16 16 ABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD ( LEACHING PITS LEACHING TRENCHES IUITABLE .FOR SUB-SURFACE SEWAGE.. REASONS: E : T;NGINCEIZING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION nn Pn nr 111'I\1.'1'11 BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel.(617)428-9131 WILLIAM C.NYE,R.L.S.-=President RICHARD A.BAXTER,R.L.S.-Vice President PETER S&LUVAN,P.E.-Vice President-Engineering June 18 ; 1986 �p`N�pF 8 OX53®Z�,pl Mr . John Kelly, Health Agent \AXplt&s' Town of Barnstable Board .of Health., P .O. Box 534 Hyannis, MA 02601 RE : Upgrade of Lot 2B - off Willow Run Drive Centerville for Richard S . `.Haddad Dear Mr . Kelly: Enclosed are prints of an amendment to the original 'up- grade plan of =he subject lot, done by Barnstable Survey Con- sultants , dated June. 13 , 1985 . The amended plan shows the , upgrading of t:ze dwelling closest to Wequaquet Lake,. This amendment is incompliance to Number 4 ,• under Conditions of Variances , of a letter dated June 19., 1985 and signed by the. Barnstable Board of He-alth. . Please note, on the •amended plan that the dwelling closest_-,, to the lake, containing 3 bedrooms,' w•ill up- grade its system by connecting into the line of the approved system. The size of the Teach . field has been increased by 20 feet in length and the septic tank increased to 1500 gallons to uccomcdate the additional dwelling . All other dimensions, grades, locations and. requirements are unchanged. Please feel free to call with any questions : Sincerely, G Nancy Leitner Baxter & Nye,- Inc . . NL/f m j .,APPROVED ' - ' BOARD�HEALTH ' Enclosures TOW AF BARNSTABLE Date ' MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING •MASSACHUSEMS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS 0 I Em m ION I I _ i fl+T OIL, Ito- VED - AT&' SERVROCATPIT, -- TAN""' DETAU d. Q. D"ISTRIBUTION BOX DETAIL- TET ATE Q O SCALE NOT TO SC ALE _ N ,"�"' C�LE T (! , _ D TE TF' _ GRD. EL- P . D Tp _ EL TP , _ ►SOT ES ! 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CAPE COD SURVEY { ', , , , : , ....:., •� �_ —r r ,� 3261 MAIN ST•/ROUTE 6A IJI BARNSTABLE VILLAGE, MA 02630 (617) 362-8133 • k 4 OF tC: r , . f _a �SEWAGE_ DIS OSAL i S I QTEM DESIGN �' ,, r,. t : �... yrt'�, f'pb!Sµ,.d'. dr^.x• ' .�°� J°e-�Yt_I rf'� �' %'� '{::'% Y ar 3a o P41 _ - :j --^-'r if-'rs"-T'r `,I`s: �•'._"t «,f�••'`;f "'o-i 0 0 Flo 7- ''PREPARED FOR Urx- TY A10rE G f-i'ii /o to _x , Y"7/i`# b/i f? ALL UNDERGROUND t/T1L/TIES Show orw- COMPILED AWORDING TO AVA/LA&C. n RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIE'> _ AND,_ ARE APPROk'IMATE ' ONLY. ACTUAL LOCATIONS MUST' BE DETERMINED IN THE r r:,,.^ / _ T FIELD. ,� r , , f �,. �-, � . NE E . C .,y FOR EX AVA7"I�V9G,: B'�STING, INSTALL/NG, 6A�"KF/LL/IWG, GRAO/NG, PAVEMENT _ _ r c. .� RESTORATION :00 ACPAh1?11VG ALL UTILITY :COMPANIES, PUBLIC AND PRIVATE,: DATE - MUST SE CONTACTED, INCLUDING THOSF 1N CONTROL Oc UTIL I TIES NOT SHOWN ON_ 'HIS PLAN. SEE CHA . -ER ,5i F 1 �� , O, ACTS 4 963, MASS. WE ASSUME NO cY�.t t>c.,�� M. _ RE,SPDNSABILITY" FOR DAMAGES . INCURRED AS A RESULT DF UTILiIJE5 H E C, R .> • OM/TTED OR INACCURATELY .SNOWWN. BEFOREL PLANNING ' F07VRE +CdJVKE"G`7`IONS, T!`/E AP.PRApmATE_ UTILITY C4MPAN?' ENGINEERING IoF`PT. AI'G/ST +9E CO/VSUL 1�ED. , :r J x. TH C r; '= E t�N�R�4CTC7Pi �ItUST NDT`!fY L�I�'ILl'TY :C�A�l194NIES �2 HOURS IN ADVANCE OF `C0N5TRl1CTIO* ;THI•S AIAYBE DONE -BY. CONTACTING THE DIG- SAFE. CENTER-- rI- $OO- 2- 44 1 F�`,_ O: e,e� �� CN .� .. , - %�` ?. A. `BVJA'•.Mi'kaRri'4�. •'1.:. J3. .. _N V�' - .. - r , . _ x .) V+X.t. R . .,. .. .. u,� vdb*+ `ffY'+P3roL'.�..WMiS..}rfy:�C,•Ad�4%"F/C`,�Fr•ia.2>'S .. %JYEd,... .. .,. T .-.. : M .. . '..- ,ip. .. "�-'VFTF'S$N�`Y' ✓. ,• w 'M' h ".t'nIW' -h -., _ Yr. � !x .lid ... ., .- - A+a.4MliGN•6�Jt•.L2ttr ."4'. - '*'+� �..4?d'°'W^a. tl'+'"#"tiW s�"Yt•' R. F'k.�w9�ttEtltbd�4�t` .: : ... ,. Af1M.'IY 3NC tRe1,�A5. ^, if,? ry:. ., iE3ef' yt „ a^ .. •{ . .. M .. ,,p' -. - "�.ii'1fi1n.>,dR'B'd5'F;1,iRY.eS^snliNX;,NT'C^,.'i9:.,ea"<E+#q .. ..S�fS9 @5'YPM::.�Ex'3, 5."`id �iF'Tg "422R4'4or'.4 ,9r r ., }%�" 'hi "Ad'.'.w••+^s< '.W EUR>�"¢�7M'b '1,Mk'p.Ln. e'9i'%"h,R,' nSkxfb` ..,f.SFYXkI.Yf}kk'�a.€HTii?�aR:h%:BS-. i`$�!'�Y-:4?a6� .:$tsis".r?,AT:i?4F'i/i ,,�,3`_9�ti"+S4'4i'.: - 1 ,x. _ :, ... .. .. w. : ,�'ViY.AiSG�T aFN:q-T,s,1=♦-CSftbW0.'.v�,"1SeS8` •.`r,•M1 .. "a4;M'x .. _ .. , .. .^+14'.L1f% Tam"yy<�f^.., :... a ; r ti 1?%+ 04 ar"T% / e- 41.SOIL TEST PIT DATA: MATES INMATES SEPTIC TANK DETAIL: <� .?._ J.-.: DISTRIBUTION SOX DETAIL LEACHING FIELD DETAIL: REVISIONS: __SZ___ fEAC. = OSSERVED 7tr�4 f� TEST � afAou+owATFR NOT TO SCALE NOT TO SCALE NOT TO SCALE NO DATE - 'J- TP ., TP G. TP NOTES: 1 SEPTIC TANK SHALL K STEEL 4 W.IET AMC CUTLET TEES TO BE CAST IRON, FINI ' r - SHED GRADE �a it NO. OF OUTLETS: .� 1 ,, / � ;�REIwIfORCEQ O. EL. CONCRETE. S� Ci fNR G�3T-��i-PtIK E CONCRETE. TEESGR FILL AND LOAM TC taJE 001177UU0EP AfADf 40LE COVER" . _. GW. EL.. GW. EL. GW. EL- 12, 0 GW. -EL. - 2. SEPTIC TANK TO WITItSTAliO H-KJ L.OAOING t 11 - UN-r-pa UNDER PAVEMENT, QRiVT_ S OP TRAVELED WAYS, WHEREIN H-20 LOADMIS SMALL APPLY. c.r cL vr• r+ztJ / rfc � 3. ALL PIPE CONNECTIONS AND CONCRETE`` �r CONSTRUCTION TO BE VATERTXWT- r- NOTES* l OtST. BOX TO WITHSTAND H-10 LOADING ___ _ �Ij END, - r ' '-' --'... W/ PERF G?ERFORA EC PVC � PIPE UNLESS UNDER PAVEMENT, DRIVES OR ___ __ _ S =0005_ -! �� TRAVELED WAYS WHEREIN H-20 LOADING o� e 0 1 !a `° 467 SHALL APPLY. v LEVEL. BOTTOM o 2. P-_R NDE FILET TEE _11._ {i�FI�P1i�fi Ff�S #? UB f .Tr�1F-T : @R IN • /1` // /r:1ii� rr�;/i: h,' 1//�///c/�/ , PUMPED SYSTEM. - - '401- - --- GENERAL NOTES: 3. FIRST TWO FEET OF PIPE OUT OF DIST (c ''� �- 1 r BOX TO BE LAID LEVEL. PROFILE „ ! PLAN VIEbV a 2% MIN. FINISH GRADE REMOVEABLE. LOAM a SEED 1. THIS PLAN IS FOR DESIGN AND _� , M1rTE?: �EYEi r=------------------- ,•,z-,�:, COVER `�q llf=lli�i6'1JISx/ lit 12"MIN- � �� � CONSTRUCTION OF THE SEWAGE E FILL AND LOAM 2" MIN OF 1/8" TO 1/2� k. Al-i ! PROVIDE W - WASHED STONE DISPOSAL FACK-ITY ONLY. ax a' lit �� % y WATERTIGHT = __ _ ':ail_ ,--..:. ', �-- ••�_.a r. ' to 2 ALLCONSTRUCTION — — ' ;�, , _ �olNTscrrp) :! I � � 1;�. �! - (-� - �' ,3 � - L METHOD AN PRECAST f. 1 d <_ S4" Irl n T T t ) S D f 4'- SEPTIC I; r _� i' .11 LE SEE I.� r ♦.1 �� r I o .0.00 S°i rit —� TEE NOTE 2 1 i f I f- T TANK , 4 ,a. a INSET 1 ,_ �.- „ �, .1, r 1,. ,4 _.._.._ ____ `;------� .,, .-. ,: �}'_- ,.:. ;'a ,0 f�, 2'• D, 1R_.E MATERIALS SHALL CONFORM TO 1 4 OUTLET WASHED STONE MA S. D.E. E. TITLE 5 AND LOCAL S D.E.O.E. ' — 1 - (no f.nesf rBOARD OF HEALTH REGULATIONS. I err till'3�; ti: r - - - - - - - - - - - - --- 'L------� J} t---------� n� ti ;t �, iy ' __ I � v� �, t , _ to _ -BOTTOM ON �xrp-t,1° ,i,mfn?d1�;,i�1u�A;v��l�rrr nr=_ _ar�nr�i��drir=_�rl� l iA>{s 3 iI t� 42 t►i�1�,�-�', fz"tic.C'`,)"i "•'1T;. C 5 A R-E.' LEVEL STABLE ,? > x J CROSS-SECTION BASE �-+ - - -._. _... - !!,�' _ ... ---.� D s Tr•1 r 0 PLAN VIEW -- �y.! '5P-OSS-SECT04 VWN . - CROSS-SECTION DATE : DATE: ®ATE: GATE: - { c±'a Y y �. INVERT IN ELEVATI ONS. NS. _ Y _ y Y , ES 7 8 ES B E Y ..,-' .TES S 8 / _ N t V T 4 IN E T A ILDIN I _ R B U G -. ur` , 4 INVERT_ 1 INVE T SEPTIC TAN Y i S TANK(in) -- -. Y. WIT ITN E e VviTN E B WITNESSED 8 ESS 0 E , ( WITNESS, SED Y W SSED BY. l f-. , _ ... ER AT .. . _ PT! TA _ r _ P R . RATE PERC.RATE PERC.RATE P RRATE - , _ y iN _I H MIN tN H ; M1N.iENCH M NC IN(N.IMlCH ./ C j ? .. .:rrCONSTRUCTION NOTES : 1 �,� f / J INVERTS AT LEACHING :FACILITY � _ ,.. r I DATUM. I � :�. -7- .'41 ell :: VERTICAL DATUM: ,�ri-, 4. INVERT AT BEGINNING ;�fi _ .. _ OF LEACHING FIELD 4` INVERT AT END OF BENCH MARK USED: * �,� env 106 LEACHING FIELD ELEVATION AT BOTTOM I � ,, • OF LEACHING FIELD � C� OBSERVED GROUNDWATER ELEVATION I ' GENERAL NOTES FOR PUMP SYSTEM -r`-'y i A) PROPOSED SYSTEM%HEAD CURVE. HAS THE FOLLOWING 'CHARACTERISTICS: 4' VENT 4 G.P.M { ) FT 4 12 MIhl v 20 p� 9 FINISH GRADE DESIGN CRITERIA: 44 q r 50 19rt DESIGN FLOW: MEET THE B) THE SEWAGE PUMP INSTALLED SHALL FOLLOWING REQUIREMENTS. I HAVE _ A CHARACTERISTIC CURVE WHICH PASSES THROUC�i THE SYSTEM/HEAD 1 _..BEDROOMS A T �-� G . P . B .1 D 1 LAG . P. D . 1. HA -- CtWW AT ANY POINT BETWEEN 20 GPM TO S-0 GPM. TYPICAL VENT DETAIL___---_-_-- 2 . BE NON-UVERIAADI'HG ALONG THE ENTIRE PUMP CURVE . NOT TO SCALE 3. BE SINGLE PHASE, ,115 VAC." 4'. START AND STOP AT THE ELEVATIONS SHOWN ON THE DRAWING. 1 CAPE COD SURVEY 5. THE PUMPTOR AND MOARE TO BE BUILT BY THE PUMP MANUF.A THE REQUIRED SEPTIC TANK COMMON SHAFT WILL BE STAINLESS STEEL DESIGNED FOR EXTREMELY CE. NO-SUCTION,SCREEN OR GUARD IS GAL. CONSULTANTS - DIFFICULT SEWAGE PUMPING SERVI / <.-_ _" ,� ,dn -.__� _.___ ___1 _ ._ REQUIRED. SEPTIC TANK PROVIDED: _ /.,��^ GAL. 3261 MAIN ST.!ROUTE 6A 6. THE MOTOR SHALL BE COMPLETELY OIL FILLED AND OVER LOAD PROTECTED. SINGLE PHASE mamR SHALL BE OF THE PERMANENT SPLIT CAPACITOR BARNSTABLE VILLAGE, MA 02630 DESIGN THRUST BEARING SHALL BE OF THE BALL TYPE AND RADIAL SIZE OF''LEACHING FACILITY REQUIRED: (617) 362-8133 ERNIANENT LUBRICATION . ' R .-, IN./IN H BEARING SHALL BE SLEEVE TYPE WITH P DESIGN P C.RATE: .. M C DIVISION OF F' D CHAMBER T N V 7. PUMP SHALL HAVE A MECHANICAL SEAL `RtfiTN1NG IN OIL -FILLED --.-"-_-__ _ __ __-. ___---;._----_----__-----.-_____.-----_-.--- BOS O SURVEY CONSULTANTS INC PLUS AN EXCLUSION LIP SEAL IN F'ROtU OF, MECHANICAL SEAL IMPELLER ENGINEERING SURVEYING PLANNING SHALL BE IND VANED CAST IRON wrm PRESSURE VANES ON, BACK SIDE. • • HALL PASS 1 12 INCH SPHERICAL SOLIDS. IMPELLERS S / - _ _ - - - -- --- - --- --- -- -- TITLE: , SUITABLE � INCHES. PUMP 'SHALL .HAVE A S - DISCHARGE SHALL BE. 2 ., :.---------------__ __ __-------- . 8. PUMP, DI SHALL , r^ R REMC7VAL. PUMP � p INSTALLATION O RAN OR .RING FOR ..EASE O RECEIVED THREE ALLY SPACED LEGS, INTERNALLY THREADED TO � -" - HAVE EQUALLY -.�.�. SEWAGE DISPOSAL 3/4" j DIAtTER PIPE, GIFTING FLEXIBILITY IN LOCATING PUMP ABOVE BOTTOM OF BASIN. PUMP SUPPLIED WITH 5" LEGS AS STANDARD• -SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN j C) CONTROL' PANEL i . •FURNISH AND INSTALL AN AUTOMATIC LIQUID LEVEL CONTROL IN � ✓ >--------- -- ,f' �_. COMBINATION WITH A SIMPLEX PANEL COMPLETE WITH PRCPERLY SIZED . „ ,; , ram, I - �T DS 3(C: OFF G. / A �f !C 1cti'1 — __�_'_ —___ -- -- - /�l.hlcf� Crt►3::.<, 7-� I CIRCUIT BREAKER WITH HANDLE INTERLOCK To DOOR, HAND '' '*--...'s--- _. FOR PUMP. MAGNETIC: CONTAC'I�?R, DOOR MCXJNTED AUTOMATIC SWITCH - ENCLOSURE MERCURY FLOOD _....._.�. _. _ _.�`�" ....-..--_---^.'"""_'r ,_._._. ^ : r- .. ... y r w ♦-_—_.__ _.___,-___ ____`---_.. ___--._—__..__........._.—__.._...—.__—____ __...._____.___.-- 'mil ' t RESET, ALL PROPERLY HOUSED IN A NEMA 1 ► MERCURY SWIT H IN LE STEEL SHELL M --- 1 LEVEL CDNTROL WITH UNBREAKABLE ! " - yr/ ; • � r ;;Je POLYURETHANE FOAM. - - ------ B T AUDI L.E 2. FURNISH AND INSTALL ONE HIGH WATER ALARM TO P ROVIDE BOTf AND VISUAL ALARM. ALARM SILENCER BUTTON I5 PROVIDED TO S I L:,ENCE THE AUDIBLE ALARM, AND; VISUAL ALARM REMAINS LIGHTED UNTIL WATER LEVEL RECEDES. S I ffr y. I r �'� �'/4': '�r'd__'i- ,r'-'C.'J>!¢' ��/CfifJ,'�Cy,. ".Q•'' ""', 1 �, • i � i _.-__.•��-' -1 � „+� ? 'r i C- _ - q , PREPARED FOR: G.- DATE: / fiiyf �y /98 COMPJDESIGN: {aU✓ CHECK: DRAWN: -= FIELD: FILE NO: DWG. NO: G'g5 - Z JOB NO4 G0 SHEET:, 0F: }r