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0354 MISTIC DRIVE - Health
r_ �54_MISTIC`i}cw�, ,MARST.MILLS �. I f No. a�D I ✓ &GO, Fee c THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer: PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppYicatiou for Disposal .6pstem Construction 3permit Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location aAddress or Lot No.�/� I Tj f e l/Ir� '"4rOwner's Name,Address,�'Tel.No. h g Assessor's ap/Parcel N'1. �4 f),I ` Q 1 d �c�/f N-i•y Installer's Name,Address,and Tel.No. SC:- 3��� Designer's Name,Address,and Tel.No. Oaf A3 11 09PI Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons =` Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date _ Title Size of Septic Tank I Sty ISpd p Type of S.A.S. 3-Spy" �a y/ Clia.,�/S.�✓� Description of Soil r Na re of R pairs Alterations( saver when applicable) A-ilt lA j w� l IY 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 Environmental Code and not to place the system in o eration until a Certificate of Compliance has been issued by this Board of ealth. Signed Date A 3 Application Approved by Date Application Disapproved by Date for the following reasons 0�0 �-�' Permit No. Date Issued +� -----_—_—____-__—_—_—___-__----__-=__--_----_----------------------------------------------------------------------- - 1 ' �l!/ . x Fee No. � THE COMMONWEALTH OF MASSACHUSETTS" Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,RMASSACHUSETTS Yes ftplication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components LocationQ�ress or Lot No..Wjq #1 j,Sy r C �Ti \`r IO�wn is Name,Address,and Tel.No. 'S S�Ch Assessor's Map/Parcel d� Gh �!/1 I l �)!�� �� /�� J,�ljd h.cC.-V✓'► y Installer's Name,Address,and Tel.No. SCE 3Cy,,l 3 Designer's Name,Address,and Tel.No. OGo �1�+$ �foJ?rr,S Ceps��3,��'��i'/�/✓ `J _�.. I Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) � yn Other Fixtures I' Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title p Size of Septic Tank 11So0 l Type of S.A.S. 3',SOa Description of Soil x 1 J ,r'11 L)� Nature of R pairs o Alterations( saver when applicable)G., ,/�V S �a4-l/� �1 !�(.i� -' /1/,� DI�� �- Date last inspected: I Agreement: I The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in o eration until a Certificate of Compliance has been issued by this Board of health. �a�, -. Signed Date I ;Application Approved by , � Date yca a � rt Application Disapproved by Date for the following reasons Permit No. C�_()I ( ��� Date Issued ----------------------------------------- --------- -------------- ----- I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 1 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded'( ) Abandoned( )by t C at 3SGt tM S ' G Jl! Mti(fl has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ID I -S 60-0 0,0 f Cc V Designer w #bedrooms a, L 11ve !*u 5,e Approved design flow gpd The issuance of this permit hall not be construed as a guarantee that the system will flan as esgned. Date �»��"�/,�,�,,. Inspector , --------------------------------------------------------------------------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS 1-r PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( )~�` Abandon( ) System located at 3tl and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. rj Date / Approved by 1t 1 e LAKE .._: t .... USE. Y y�5� ,� �.� ms. '�s 'mot 2 �• �` >•. - '� � Y �,a� �; cL „� - �+. to ^. - 3. �', K' � ��• " 't� �. .�` ,,.�' \ y �a -P'A \ 5I ♦M \ ,� ram . .,. t Jai —_— Nor. wt W. \ `\\ ` ♦ E \ TOfiAL 'FARCE - t \♦ 3. �\ \ r �y \A N a\ 1 / 8 / x`r'r \ q 9L Emu : - - - - . . . _ - - . _ __.._ _... ... vac)R C,> do-*, OD �.� M A o m zoo O N r N N . - - . _ . _ �1�,.��_ _ . N �4aQ . 1 - co S WAY 00 N r Nr N n■ Town.Boundary ,�;�,M, wi�w�., •S .,:,.t, ,„� a ,, r 'r�':a �' ._ ., .:.:: � o ... '_,.,.::: Y "�a E,�," z � t s r s•.+ I.;e as¢a q ,.«i££f"�F �;a,e. r:,tC,1. ..,..K f'evl .e r '::., ;d•'lA x ,::.�:. , ,,c....r a ., w^'s .,, �„... ,,.� .�.�,:�' .•,. ....-,: i , ax `n, ,..:. ..:.: ,.<,..,i. z{ jy. � .a :,�gi 3�j:,}. .? ,..-,, :�,,, s�G 3,:.:,},.r .�.,ix�W':. }v ts,. ,k,... ;,ql�, s + ,.,'Cw 1. d:.Zd "'.A• ... .1.t,.bt� ,r. 1 R ,.::,:�, .... 2,.. j.� :.!'S k, a J 3 r ,.n.:, »,; P�. s� � w�"` „riT, s[:,T; a4. ... a Y ». :., F k »>Es.:-ri' ....•' f? s s. r^Y.r,.,m.. .J. t...:s.,.x "rr wf,.-u'es .J`` t., .�l.`6 E,.. 'fF,ki• ,,. '.:.e..J,'S. o r, .x � ! .,L,t::..; F�j -.S ..,n �t ? :!S'r ia<a ,J23.4% Parcels FYzoto sx.: .. ;y. ,a �::r:f �"f za:.;a 1. ., ..Y. . ;,p a ,z ;.. •., ..,.:. ,, t ,,,: n ,,:.. '::_..: ,_...,... '� ..:.,:�' ,:<,la. .,.., 4 .aC+� e'�`!r,fie'.*a..,.. ,•�>. ..r.r+"' s n<�. .'X7 .,.,a,k a� ,. ,...:� < ,,.. r la-: t.. ,.,: 'X .;: ...: .£' .* r, :.,, 4 ,.r;'.•r s,+.a.'i's°Ac,»...<y u'.�, .:: ^'k'•.3..,.:�., .,a'., ...✓ :. >.' h• :>t.., ., �r r..vr,.s, ,r?.>.. :. s ;;....,.,.. :� .:.;''. '� :: ,�'S. rt -..h, f ,:;.l u'F. � ' 1r5[.}} Address Street .tw. - .. •,..."M,>f ,., m ..c.. .; .. ,,,,: ,;s.^ r ... s .r'::., .s. "..... .3 t: k,,: r '',.. r r +, ,.."$ r. �r r..; ,?,': �„ 1. F ,S',. :':r:_,r,. :.3r, ...,,t, -f ,,.: ri• '.�'r..,,. ,,,. ,x. k 3 rf i�`. ,,'u4 i�,: :a4 a r .�'t5 ...,,� ?'} .f, 's -. , t,:: f ..:,,:, D u,3 ,7. , •.,1 n:.r.l ,•r1 Buildings 1��w,��w...h:.�,u.�._,.'xJ,r.,/r.y�..STha"....�,...£,.-,..1_.�,.r.,,r.t:.,.d..s.Y rF.�_,r.x,�,r.,,1.r...,.am:„�:e„.,':»'.Dt.a Q;,{v.�i,...n,�5"+,.xx-..',:,<,..,r<e,..'...:..�i�,"!.,"r.as„,"+�.e,..t.:...'s,>,,.,.��..,r,.',ti.f.;,..e..,,.J....,,,..-....:<,.-1.:....a,ii3..4l ti'aul>,<,:.,,,.,,;<1.Z..Xv,P.,..r..,„!,k,._,.4.,A.3:,,�..'r k<.t,.6 ub,?sa..,ka.P'...,x."'.,.t„i..r,.,,.,,.:,c a1.,<,.,. S.,-,'{r<J�Y'.R S,,.,..,.r:.,::.';.rt,.ko„n<-,.�r.,r,b,,d F�c',.r.Y�a.•;,d n 1.x,YJ,i yn,,,.•,"._r...,:..,,.,..,...:,.;:_..:fr,,.i£<:a.'1'„.!.,.,.,.n-,,,�..x.r...:f1...n.k.,...v?..,..rc,,,„..,x.,....-7..}..,,. Approximate Locations .,..,,.,......,.,...k:.,.l...-,. r. # : , ',.:.i Mew Buildings from Plot Plans 1 r� e n/, ar .,• ? .., .. 1 3. :� r<t1,.,,t. :,,y,... ..` t. ..,,. r. ..:xx'. .., s ,:�., s'i'iu ,,..� ,pst.�w:.:,.r �.�:.!,+ r:�w,:at�. {+9< :: u: '�5 '<., + ,,::£' �.,t.....�. ,n.:,a'i ,x k,...X'.c,:- �',.� "�,.,; e a. 1 F < ..,.., ,:..n:. >✓.X'•. F`'k r°.-y ..,,.. x. F>?.- z > � �.v'.r„`�• - ,::�v, t . 9 :u ' ,+&., s, f F),nftx.� >�y,,n -f-.� :x -+ Y. . o,k` ,. ...., ,,: .: :f, 3 '=s '.."d s=' 12 -a.t ,�:8 ° = r �.._, '� Si 4i:- .yt ,}i. 'm• .<: a,.ur .;h 1,.s.....1r.,r .. '. 'Y: .., .,.,. .,�#�',..�. .-. r" r`y„X-��' s' .,_ ,n.,. ... �.,...F7 zt,.. ..�.f� �` �I,vt„ .�F `�'.�r� „x.�:§ r! .. Patios .t', �"C:�..,x ... r` . i'�r :,. '•ts, Decks ,,... .v ,.+�:v. i..?,'� . ., z i .1 s,.t �;- wt �, ,... .. s ,� .,. � r. =n l -..-'a,'�. ,x.�X`"*3kk" ., fi'. r.vt. k, ., ..,�...a ... ,G r3'.>�: ,,... .. .. a :;..''�av zr#.:S z.A 4'.. � T.. :�1,., df .,.,. sv f,s.s, ... w r sz 5 f s ..,tik :�, 5. I1t f1.lz',i" ..: : riY C,. •SjL i_.. ,. ...,,, ,� >.;ct;_ ,.n4:•^x:us,..5.. . ? .. ".. ,, §$a:.t IJ.7 n r. -s.,> '."x.:: ; " 'L, .: C,.><• ;w�« w, k` �� .. ,.. .,. .' +I ...,.,d. r3.ali�`..,.,-,L<... „ v .. .t. w, b.,. _ ,-3 -, ti• 5 vt �+t:P i ..t. ,r ,G'.a.,: 1,� t•l-,,,, _, ,r. -t:F4 ,�,:,... ,.dl. ,,.... �., � a ,m.�. Above Ground SwimmingPools z N ,: ,.., . •.s r s_. .i,,..n ,t'..:--s.' T :,, •• 7 a:'. �® h �,'»:�::: ? `y-S'. 'i -.9,;.< `4 a '�.�.-. "�+ .n '?,. .. ?: _, ..' -. ., �y, ,t:�i , � 5�,.J� A.•; ':i.: n undSwt Swimming Pools rr.. f,, ;,, ,,.ri,,,., ,. ,,, ,. .. ., „a ks -,,,:,... .t, 4a I Ground m c ,,..:r , � ry n , „. .. .., � ,-,n,r #�.. s ti. fr s"✓+"',r'� a © g r�,, : ., Pt'sfn .r r• i k ,'.;,a' `47!,.>� f 4� .: ;a: .r'. �rt ..:�,., 7$ `�....r.,§•..b. <-.+, .>>.. ., ... .:, .v.w. e,.. 1�",4a�',,, .: ,: ., �. :z�.<;i �, 1 j� �- r++ r,'V:` jka�,. r;. 5 r :,,: fr 5'. 5 f..as _. •" ,. -.,,y n,...�,F i ,_�;:1..:,.:+., ,... .�,.;r �, .:� ..b,;.il ,.. F..�l,'� .1;: .:''��",t"h �� >�' .,x,ysn �... ia w> a <-> ,..a.� .r ,-:. :. at:. .. r: wt, r ..,ii;,t- r e,i,.:J }} - 5:.:....e '. -k?' ,a. -- :. i,.,,, :: s ,Sr r•." G>. o ..,,.�i�....».. ..1?.. .,+\:, ,w a. ,.'bx- e:.. ._.,-.,Ai. .•'+b' n.. �?"s:f, <r. .. .-,;.7,. ... :'s«•„'�,. .: : ., ,4 ),:u^^ 4•:a �' G.� b '%;E�'"z'== Walkways Improved Im �,: . � .. •...1�k� .".,�, ;�.,.-. .,.. >,,,. k. ,. < . t ,,, ,. .'`�. ,: t. �, m. a��•' nt ..z. .. rX�, 4 , ,s.-�.9"..,. �.. ,. rs�S.n,u:_"..v ., SS ..f�, .. _. ..r..xr a. ..r,, ,, n. :. •�...,:_. : ��. ,� r'..,d,; ' ,<;:. , � ;:� ':.: *. Y-� 1 ;,., .M e, ,a+4 ,7�'3 .c r7 l• 5.. l- .3 �., ry, .ni<,. r. .,.. �i'' u, u � si:-9 ., G�� w ...., �' .� ,.- ... i r ..:•:+: .. � ,c..i�. �. ,.,.'� ,.,:: ,,.: ....,.'� _,;..... ,t ...,, r ,.. ...� ,t,, „fir }. x.. e ',.i ; �,,,.., ..7:.. _:,,r�, a., r- ,...,, „b ; �. ... .., A i, '�. `C ..,. ,#�...<. 1 �;a„ .. „ 'J�•r v a.,,,hJ. ,n- � t, .,, .,,.:. ...,. ..4,..a x. .. J .v.. ,..:.. i'kr +..a t y .,:5'. a g L,.n ..< .� ., r., . ..,Jti 7 :. ,..•a, :!"i..� N., r..,. 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Fr :1 +2"-'.. ., Walkways roved r . . r r ..,. >. +: ,., i ,.,x. tr ,.F.ti„ .,r}`�s ,£ ,.. r ,:,. ..,. ?t' ..,: ., :, ..;„, .'�, Y P , $ T'rr : rG s ..:�. ,.:.wti, k...N.1 E a.A7' Y--,�' +,4t t4tr3" ., ' ., 1..-0''.. +fh ,' >.`r*i h >1X ,�,' 1. :.4 .-,... x,i.,.., .." m•"".«.",} k .`'`� w .h, ,. �.: . rs ,. � .. � .fit:+• 9 > � .. $r.,dl ,, L "t,n, a;" �i:. cr Paths � �- �` t .,::, 4, ¢: r,-, ... r 'r, t ".:...., 1 ;�. .� k c}r .�.., a 4v > ,c. ,'�r,.z.>_ - :.. x k.P,,F •.,,.: :±.,r• .:.' fr ?'Y.:C ,.ky ;m a.,r.l 'rn,. q..r v, .sq:;'� ('a'� l' '•y„�1 :x;.. ,. ..: !r9 ,1 a,, . ::: .,. ��. . ,dtk.,....0 �� ..: :, ;,;> lc :f -. f1. ..,. 1s ! :•r, ;> J, „� �z,,,,., ��" ,µ5`r tr;>w.I �Cr,Sa Stairways a,�{ �1 a �r t .' •1. d�': r .�.. '"'n�a::: a �"„i C^ ,et: ��:� tl` g ;,,.;, , ., a�+" ..:,, .Y...4,.�' {:-t t9 ... ,�r ..� :.,Jk� ,n r�•a �.,. ,.,�... _.,�rs'-^�i� .,. -,., .Y'n .��� �f •.� 11 y<h . n .. ,,. "7 rr.-f .t:.,.,..„t. .N,..' N..,'. .7„ t•Y .,.. :,....,. ., ,,u.: ::.,; r....,. u 'Nt'.. '1 r.,.. .,. r�. , :,� .<,t . .t.,.:r�r,,�. crY..., r .,.:,:a ..: tY,.:'r s r:...7 •n c,:'. s ,?t �'. ,u •.r�v 8�,.F ,,, r uP� ar f .,r.. *, ,.,4, n1- ,h i 5. ., a #k:1 � (. .,p s : .,r .,„. .. Paved Roads ,.�s „r�tt� zfi.�r, s.r ,tN at>.. 'kY� h�.M1>t h!: ' •�;; £�>, 1 n5'm; ,? i' ,,Yw f _:.4 :' ' tt...,. F tqy� u' , :.':' .: �' : .. `xA.'• :� tt.*,'i•'-f �k"a. .t $fit :N't, P h:,. 1 .,.� Pave.. Un d Roads s,. C. . i r:�i�,..t; , ,. <.. f,.�i ,.. S � ., z. .- : @n, + n ?+.z'E r + ,• :,.,. , t='�;...; ,Yi'Y'r��t S+'r',.t vt ,y,k�.,mr�.a 'f. \ .t s5•:y,Z.+ t +tt'' i y:� ,yp ^C's -. 1>: •,�. i , 4'"w' fi'td" �.yn,y.. xJ,,tF'j.$ , "w6p.=.. { ;t 'k'.n}'.i,„ y ., ,K Yt'r , + ''' v3". ;Zr1rt A k �iP 4;t§`;: `��,r�3°# ,.!,is �.. a y„k� 't 1: L !":, k�, J �• ro �^•r, � 1. A�- �'" g tL #'r' :,.. t . ; ,.. u? f l ;,,in....: i ,:,',2 4 rWk �,b } ,,�Jw,:se 1 y,T.'.t`. lM! -- w.' � i';;, �5'4 .l' 4 4 �<.,.,'L. 4 D.k` r:�i «3•" .:�.>. .,�,�.,. t:.. %4M'4 r. i,.�C?.,..,.„k f.- m.,•r,:s.-, p. ,,2 ,{A r.7; y. &.;.. ,�s-.r?��,.„. �^.,, "z'�4�f 1-.�-a ',:er°„ro>,,. 4 r5 .•t±',n :x.Ys 9+y ,s. y > „v,:tn a,,.. r'�' ,,.::'J ^tkr,. •"..; 'r• ,h-. ..'ia>•: lr-• Paved Driveways •,y9J Y Unpaved Driveways :'u=:'r�,'eL,c'a$.y._..ur.sd$.' 'Sa tx.>�,:.;."...f¢ .'i-l.k•.�.; r, tirt :, O8 008Y. Painted Lines 54 fx s S,k't.,,ae^.:_ ,,,.+'ii'a'.:.'"'l�4(� 7 d w<�,�{.,',�y"v�'a�,r• " �*,s.,tt.,^���t�1 rs�a1�n,"'`'��i4-t.,3.'>s,^'r s..x".�ii'�t�Fa,�rf�w•.o..t��"+v *"Ts�a'��`'§�'�,;Z•t'.'. ' (4.. Paved Parking Lots : : t x *� - :,a. 1. _`•t�. 3 ..� ti� f 4+ !- 1 > f "a�.•"iy.^ t f, k {}, '' :€k .;it'.:.'.f£':�� ` � !:� .t,r-; J 'k�,:.isr ,f t�': v ,.�;:.'d Y as �i'd. •t r .'rN'�La�s�j���' ,;�,y€,�W ,::.•;'.': Unpaved Parkin Lots 'r�,. . 4,: �:.,t,.. �r...,,..,,, ,;• o /.•...'• ..,... �, •`;:i y" er{•4 :»;�ta fi c''�,t'�a°!�>�rl>';J..� ,�,r} ., �s�trw, �� fi�� e., y�x�»;'x xf >�.,ak t:di t. �' :ri'!`s� <i,.. t� JG; .r..�..t .. � t i,z....£�,i �a'"'r 3�_�,y�r^ `'�.S�I^r'a �'�a't,.+ ���3;� ,t� •g.},"'i>ifs„"s�`u�'r'�a'�^,K�'"�'`,ea ��. Bridges t rr ;.u:, r t ,. ::;. •�:, ,tr, d? �,, � � ,x,.a� t �s+h p ca• rr �`':r,l.,080007,:, ,(�,tsr.�...en �,;rs' .r A,, F , ,�,, ? a�^Sw'#+� ,:.z..xr- ,.� ra -•'�t�. `,�..*; . Railroad :" ,.,,.v,3.. �s^.d � ,, ... ,,, ,.`,,<.• :..."•'? i�.r }, v �_ ,v .t 'K, N. fk+4 kI if:.7 trS .�., „.r•,..- u',�," �c f E js;' :t Mi',,sr2,.3XAf4S f t`'•� :,yt' t'#AF.,•.�R�,, v,y•, —••�(— .v�.{{tt,, Fences is G ..: ::::•'.: ::••'"'••> � 's9::^: i T. a y er h[r5 iG b..:"::f<..�'4•..,c'vt F ,Y.£'t fl/r.•:'r"��: :.,w qP Guardrails �� �;.r� � Jli�.�d r¢ ,eSX1+. ,err i'<t a': ✓r t uv 4f 1'r1 � �` � �` f ,p� 'k,� —4— Retaining Walls �r�4�, � a'k" , t.l� r 5 '�':.i%,'••,t•• s ~t r �tr„r r�''�- ��� 4.,7•!:)-aJ Stone Walls ..X. ffi? SportsAreas }'�x1a�7�arikl fy?�,�,. rip ir,�r, td n::t xd5�1 J i3�k y�s i�f?.$��yt Y1�,G;�s�rti1�y•,irvtt>,r'-'�,�ti'*�r{�1'S'''"}w,�+iw`t i�1,:=�1 l 3s5 xz,kt�`��'+�t ,za.,..'k ":,mot .. ,+ ' fsJ +," r^,+�p�,`" rr t..e r ... F 1 Its.3"''ir+,s:+� '3! n.r' 'v ' '+:•r7% t,.+r?- .zs-. r, ., t, „r},.>?�, Uf�' :....M_:) Golf Areas , x� t:'. "••; d F �b , R: �r+s,�� "••: •i t' s : k st z.�.�r:: � r r'^r �~P r `:7 a Sd3•v J '' >'. 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'R,-. ��,' 3 t x„ Fr 's S f°�. t ,rrs fJ,ik a't Lamp Pests Monuments E y, S aI yS 3, zC a �Y Towers t m m Manholes ;: � ar�a�:kss=, +rua+a "��,�� : 'ii SFr `3�-:4 ,Ydid.�''t•�Y I����" ,tia�l tl 3 ��'�is �. � W ,sn � �ni� F Satellite Dish Q Utility Poles Oa t � 1r t •:':' `i / 4 Q s° ,t' fie a: �A#ac �r , 080 025 t3 Signs O Fuel Tanks #rRe:V y h = € 080-024 : 080-02'7� � a f mr �r , .� . ' Water Tanks #1395 # 345 at ,�'� o; S i .., iy y ttsefi s Fl oles � ��'t 4f�a�s a r` t`� !"�psi >� +.�' yx�xar s � #334' r agp ' .� '''� R`.".a. $.w. >�'"•.k^ »a,i SSt =r•, Utility Boxes k.tiytY�� �'s'� >3" Y: f."ixw�.Y'*,,�Fkp"*' }i2..:Y': 7t y.�Jia"k,"'✓.��a e i�rx'nezb'SS i"1 at�i`�vS O Posts 10. � w s »Z'. a .'nT •, <, a�..,r„ i f t �r ,r { F'�,:,+ r 3 t,»?n z6„:: rt � • Pilings ➢a Town of Barnstable Data Source Disclaimer This map is for planning purposes only. It is 1 inch equals 20o feet N Human-made features,hydrography, Parcel lines on this map are only graphic not adequate for legal boundary determination Feet Cionsc vatlon Division topography,and vegetation were interpreted representations of Assessor's tax parcels.They or regulatory interpretation.This map does no O 25 50 100 150 200 w E http://www.town.bamstable,ma.us from 2008 aerial photographs. Parcel lines are not true property boundaries and do not represent.an on-the-ground survey. zoo Main Street,Hyannis,MA o26ot were digitized from FY2oto Town of represent accurate relationships to physical Enlargements beyond a scale of i"=too'may (5o8)862-4og3. Barnstable Assessor's tax maps. objects on the map such as building locations. not meet established map accuracy standards. L S .r Town of Barnstable Geographic Information System January 13,2011 081008` 081014 ° #285 #385rP '� #3615 08101e �J ,.08L1I4J0•. ex�e F 336 06 1032 2 ..0so0' M 08 # 4 2 1Mpv.".--zw % $ M•w.mnmmxn... 364., 8fj0^0ry0y6� QW{I4lV #3 4 7 ��08000 7, "tl3 0: t 7 061016 > #8 061031 a #406 + 0800 05 39# 0 qM °x. Fx 080030•• 061026 rWIS'PIC CAR �j ,p�"-W mom,,' ,'• i.�;• �'�'ai%'• #428 ///jjj� M Y pM"P'NjOr ••'r...rr. w�+manwwuwwx.+Mlwwnxxwexxae.m xMww'rnu^'wm.' -•ry.. •!S.':,.;I.",, ''•'•••••') �P � 002 L M * t #416 _1p3rJ18 080025 080024 080028 080 5- • ?�� ®� Fe {C s75 #346 #334' 028 �7 l 3 / #318 0 024'w„ DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:080 Parcel:008 Conservation Request for Determination(RDA) 1 0 boundary determination or regulatory Interpretation. Enlargements beyond a scale of SelectediParcel t"=100'may not meet established map accur3cy standards. The pan:al Ilnes on this map Abutter List Type-Property owners actually touching on the subject parcel upon are only graphic representations of Assessor's tax parcels. They are not true property which work Is proposed. Abutters t boundaries and do not represent accurate relationships to physical features on the map ; such as building locations. Buffer W+ ' I ouse main floor existing conditions 24' ..- -: 2'8 - T10 ----= — ---- - 162 --- --- rn . i� t Sliders 8'-0" X 6'-8" Kitchen -- f Living/Bedroom o Main Floor ---57 N -- CO --58 — —T9 — m r N (D t rs o in i 168 14'7 \ 9'5 24' Olt t` Lake House lower Y level existing conditions j --- 1 V5 — :-3'1 - -- ---- �--5'1 --6'4 I i i I ' 115 e Sliders 5'-10' X 6'-10" LO +� j Bedroom _3'1 —y 1'4, _—... . i --15-10 N i I � Lower level VA�� - 4$0 N -v 27 i v co - �..__.._ I i. -- 5'1 - -._. -....._.6'6 - ------ - ---- 117 --.— _...__ 2'8 9'9 _.._._._.. Commonwealth of Massachusetts N v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills. MA 02648 August 19 2010 required for 9 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out A. General Information forms on the computer,use 1 Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name ran 189 Cammett Road Company Address Marstons Mills MA 02648 City/Town State Zip Code 508.428.1779 SI 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 C.MR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 0 y � t;. August 19, 2010 Job# 10-211 o Inspector's Sigr Date N 'T l ° The system inspector shall submit a copy of this inspection report to the Approving Authorit oarrk of Health or DEP)within 30 days of completing this inspection. If the system is a shared sys e# 0l2 has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the y report to the appropriate regional office of the DEP. The original should be sent to the system owg'r and copies sent to the buyer, if applicable, and the approving authority. r m ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 1 , Commonwealth of Massachusetts b Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19 2010 (I required for g , every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section.D A) System Passes: �-I have not found any information which indicates that any of the failure criteria described' in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: is Septic tank is not in need of pumping at this time, leaching system shows no signs of surcharge and had no standing water at time of inspection. Pump chamber at cottage was functioning properly. is I . t i i I. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for'"yes", no' or'not determined (Y, N, ND) for the following statements. If ,not determined," please explain. i The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is i structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. i . *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): I , i i'. ( t5ins•09/08 Title 5 Official Inspection,Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owners Name information is Marstons Mills required for MA 02648 August 19, 2010 every page. CityrFown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): � I I. ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): E' i i I . I i . t C) Further Evaluation is Required by the Board of Health: i ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health_determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh i . t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 1 Commonwealth of Massachusetts Title 5 Official, Inspection Form _ a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments e r 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19 2010 required for g , every page. Cityrrown State Zip Code Date of Inspection i B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water, supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". j Method used to determine distance: j: i '*This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform - bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or f less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: t. i I ' 7 , P . t D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No i El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ M Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i• (C\-N Commonwealth of Massachusetts a r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19 2010 required for g , every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No El ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. j ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis E and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. I El ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The i system owner should contact the Board of Health.to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply k ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ' ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a.public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 • I I. f . I. Commonwealth of Massachusetts ro Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments o 354 Mistic Drive Property Address i E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 026.48 August 19, 2010 required for State Zip Code Date of Inspection every page. Cityrrown C. Checklist Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No ❑ M Pumping information was provided by the owner, occupant, or Board of Health r ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ Z. Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: 5 5 Number of bedrooms (design): Number of bedrooms (actual): 550 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 t5ins•09/08 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills _ MA 02648 August 19, 2010 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Unknown i Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry Y p system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No N/A Irrigation Water meter readings, if available (last 2 years usage(gpd)): system &pool. Detail: Sump pump? ❑ Yes ® No Currently Last date of occupancy: Occupied. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address t E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for State Zip Code Date of Inspection every page. City/Town D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: None available Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 t5ins•09/08 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal,System Form -Not for Voluntary Assessments i wM 354 Mistic Drive Property Address E. Herrick.Realty Trust i Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 4 required for I every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) i Approximate age of all components, date installed (if known) and source of information: Compliance date: 6/9/06 Were sewage odors detected when arriving at the site? ❑ Yes ® No i Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 2' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 10.5' long x 5.8'wide- 1500 H-20 Dimensions: o„ Sludge depth: Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 t5ins-09108 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is required Marstons Mills MA 0264,8 August 19, 2010 every page. City(Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 0" Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to,outlet invert, evidence of leakage, etc.): Tank had liquid only, no solids Liquid level was found at bottom of outlet invert and tees were intact. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date. t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 I tN Commonwealth of Massachusetts N v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �N 354 Mistic Drive t Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for every page CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): i Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: — Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date . Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 t5ins•09108 i Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for every page. CityrTown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): o„ Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No Alarms in working order: ® Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): High and low limits are properly set, alarm is functioning Pump and chamber are in good condition. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owfier's Name information is Marstons Mills MA 02648 August 19, 2010 required for ever/page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: Four 500 gal ® leaching chambers number: drywells. ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Stone and soils surrounding SAS were probed with no signs of standing water or saturation found. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments �M 354 M.istic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for every page. Cityrrown. State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 ' 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary,Assessments M 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is required for Marstons Mills MA 02648 August 19, 2010 every page. CityrTown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ❑ drawina_attac.hed.senaratelv.. / / J I J f f I f I / ! / / / / / I ! / f / f\/\/\ \f\f♦/\/\/\/\!\/\!\ \ \J\J\!\/\/\ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 94 ` \ / 38 58 47 100 55 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 354 Mistic Drive Property Address E. Herrick Realty Trust Owner' Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope Surface water ® Check cellar ® Shallow wells 20+ Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Pond at rear of property is 20-25 feet lower than SAS. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 354 Mistic Drive Property Address E. Herrick Realty Trust Owner Owner's Name information is Marstons Mills MA 02648 August 19, 2010 required for every P9 a e. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 ' TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,Yd Floor,Hyannis,MA 02601 Tel:(508)77177502 Fax:(508)771-7622 Date: May 3,2007 TO:Donna Morandi Total No.Pages: Health Department BN Job No.: 2004-114:3 200 Main Street Subject: Herrick Hyannis,MA 02601 354 Mistic Drive Marstons Mills cc: T.Herrick,Bortolotti Construction, S.Bishopric We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ®First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ❑Hand Delivery The following documents: ❑Prints/Plans ❑ Specifications ❑ Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations M Other DATE COPIES NO. PAGES DESCRIPTION 4/25/07 1 1 Installer&Designer Certification Form(original) These items are transmitted as checked below: E For.Your Use- , - - - ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: If you have any questions or comments,please do not hesitate to contact me directly. Steve Wilson C= C= m J •• ext N M 0:\2004\2004-114\ADMIN\transmit\2004-114 T-30 BOH installer&designer certification 5-3-07.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template - 1 Town of Barnstable o "�'brti Regulatory Services Thomas F.Geiler,Director s�xrsrnsze; Public Health Division L Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit#Ck�—Wr_ Assessor's Map\Parcel 8 Designer: Bi,�c fe. t SofVC!I!CI Installer: ( .i„[e}ti Cov,sfi Address: '2e ",,g, S+. Address: P.o. Y3ox 76 q •,Hrs G260 f YI'twSJ'GKS IMf(CS OZG�/Fj On Bar,6(aH-1 CCMAh%XkcFn was issued a permit to install a (date) (installer) septic system at 3 TY Mtshc Di-t„r, ftjs j'1'1;jig based on a design drawn by . (address) Ga xhcr Nut f g ,,, dated qZa (06 (desi er) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater.than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Re .ations. plan revision or certi d as-built by designer to follow. LttktA1�pSy� o 6T'f~PKEN ALLYN ' nstaller s Signature) No.$0210 4esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc ,r Town of Barnstable 6 Board of Health a63q. ,� P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D.. May 30, 2006 Mr.Matthew Eddy, P.E. Baxter&Nye Engineering 812 Main Street Osterville, MA RE 3541V�st�r�Dr1� lYlarstons Malls 2=� �ry 5 > , ��8 .. �MM . ...,- „ Dear Mr. Eddy, You are granted permission, on behalf of your client, Anne Herrick, to construct an onsite sewage disposal system designed for seven bedrooms at 354 Mistic Drive,Marstons Mills, Massachusetts. The engineering plan shall be revised to show no more than three (3)bedrooms for the "Lake"house The septic system shall be constructed in substantial compliance with the revised plans. Sincer y yours, 4vw 4L Wa e Mi er, M.D. Chairman BOARD F HEALTH TOWN OF BARNSTABLE Cc: Arthur Tracyk Q:HE-ALTH/WP/8BedroomsSullivanBrandes2006 MET DATE: MF` o II snxivscas�. RED�$Y 'Town of Barnstable MAss. �fQA,O�' Board of Health 3CEiED. DATE: 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: 354 Mistic Drive, Marston Mills, MA 02648 Assessor's Map and Parcel Number: 080 / 008 Size of Lot: 6.82 Acres Wetlands Within 300 Ft. Yes xx Business Name: No Subdivision Name: APPLICANT'S NAME: Anne G. Herrick Phone 508 428 8627 Did the owner of the property authorize you to represent him or her? Yes xx No PROPERTY OWNER'S NAME CONTACT PERSON Name: Anne G_ HPrrir`k Name: Matthew W. Eddy Address: 354 Mistic Drive, Marstons Mills Address: 78 North St,3rd Floor, Hyannis, MA 02601 MA 02648 Phone: 508- 428-8627 Phone: 508-771-7502 Checklist Please submit copies in 4 separate completed sets. Y Four(4)copies of this application form - L Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) Q:\Application Forms\SixBedroomForm.doc , _. HERI"lG< LAKE HGUs f t k 0 : : PSp F p^ ----- 14F{ .iiig Q t .4'tT "3 , W e fl r , . ,f -a 3 ..u.-.;..:� _.'.:...,.:' '.,..n s�, «:.e...,+us •..,._.�,. c� .m,,r.fzas�.�rr�..c;.aa,;.a;;;m _., i:...•..•:.,,a-;•,y, o�:.,_r•�:-.«'aemcArs:�u. .:.rr..:dx-:...�»_.•z>an.ses..�ar:_�-,�s.r_,r .� r.::se - ;HEIRRIGK LAKE Hf�US ,MI. 1 6.c 44, ..rays + , v_. t .;p u` TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 north Street,3`d Floor,Hyannis,M A02601 Tel:(508)771-7502 Fax:(508)771-7622 a I (A TV I'm Date: January 4;y2006 ' I To:Mr:Thomas-Mc_Keon--., No.Pages: 3 Barnstable Board of Health JKHE Job No.:. 2004-114 200 Main Street Subject: 354 Mistic Drive Hyannis,MA 02601 (508) 862- cc: We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet) ❑First Class Mail ❑ Overnight❑Pick up ®Hand Delivery The following documents: ®Prints ❑ Specifications ❑ Estimates ❑ Shop Drawings❑ Samples ❑Reports/Calculations ®Other Application to Construct or Expand to Six or More Bedrooms DATE COPIES NO. PAGES DESCRIPTION 05-01-06 4 1 Application to Construct or Expand to Six or More Bedrooms 04/25/06 4 1 Septic System Design Plan Lake House These items are transmitted as checked below: ® Fo-your use ❑As requested ❑Returned with corrections ❑ For review and estimate ❑For approval ❑For distribution Remarks: Please put us on the Board of Health Agenda for the May 16,2006 meeting. Per discussion with Tina, we will bring in the floor plans tomorrow 5/2/06. Matthew W.Eddy,P.E. Managing Partner MWE/lab /file Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. MAY-10-2003 0;,�:07P FROM:BAXTER NYE ENGINEERI 1-50e-771-7G22 TO:e5oe79OG304 P.2 05/7''V1005 12:10 9707280995 HERRICK CO F'AGt 01/bl PO Box 267S ?'effuride, co. 8143S 970-275-144-4errfcl�anno@�iotrncci�com ?Any 10,2006 ?'o Wfuytn 7t'May Concern Baxter and'Jfye is representitV me, Anne lforric� owner Of 3S4 MfStic Drive, Marsww 24iirs, %lassachtussetts,regarding t ie exyansion ofthat yroyefty. .'hank you, Anne�err(ck 1 MAY-10-2003 9:3:07P FROM:BAXTER NYE ENGINEERI 1-508-771-7622 TO:85087906304 P.1 FAX TRANSMITTAL BAXTER,NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,Hyannis,MA 02601 Td:(508)771-7502 Fax:(508)771-7622 TO: t24 FROM: COMPANY. 'd "� ajjt DATE: -� to 4 G FAX: -5-6 G a d `l PAGES: 1Z SUBJECT: Note: This transmittal contains privileged information Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. 1:\document templates/transmittal template !u r:YX BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 June 28,2006 Thomas A McKean,RS,CHO Town of Barnstable Health Department 200 Main Street, Hyannis,Massachusetts 02601 RE: 354 Mistic Drive,Marston Mills—applicant Anne and Edward Herrick BN Job#2004-114 Dear Mr.McKean: Please find attached one copy for your files of the revised plan for proposed septic system for the lake house at the above referenced address. The plans have been revised from a four(4)bedroom system design to a three(3)bedroom system design per the Town of Barnstable Board of Health approval conditions. Please contact me if you have any question. Thank you for your assistance and time. Very truly yours, Barter Nye Engineering&Surveying VMaew rmay,P.E. Managing Partner Cc: Mr. Steven Bishopric File 0:1?004\2004-114\ADMIN\ ETrERS\2004-114 L2 BOH plan revisions.doc jd{tk �: s r{ �x {ti� Land Surveys • Site Design • Subdivisions • Septic Design • Wetland Filings 0 Planning J � No. " 'v t ., l Fee THE-COMMONWEALTH OF MASSACHUSi�S zerEntered in computer: Y PUBLIC HEAD TH DIVISION - TOWN OF BARNSTABLE,,MASSACHUSETTS Application for Migogaf *pztem Cow6trUCtion permit Application for a Permit to Construct(V( Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 3 AC e! Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 60_ . VG / �C, S f} Dwelling No.of Bedrooms Lot Size 6��L2 sq.ft. Garbage Grinder ( � Other Type of Building e 5,-cd e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requ� ed) �3a gpd Design flow provided Z %7 gpd Plan Date 7�ZJ��n� Number of sheets / Revision Date Title , e Ir 5 51� ��9% /! 1a61 e ke � Size of Septic Tank �� lv4 /'�` Type of S.A.S. Oow Description of Soil 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 Environmental Code and not to place the system yin operation until a Certificate of Compliance has been issued by this Board of Health. / Sig e Date Application Approved by _ Date Application Disapproved by: Date for the following reasons 4 Moe) Permit No. Date Issued No. Fee a �J TH'Et �ONWEALTH.OF MASSACHUS TTS Entered in computer: PUBLIC HEA� FCIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS Ye Tipprication for Migpogot,,*pgtem Cowaruction Permit A_plication for a Permit to Construct( Repair( )= Upgrade O Abandon O 0 Complete System ❑Individual Components F Location Address or Lot No. 35 -/C /& e Owner's Name,Address,and Tel.No. Assessor's Map/Parcel N Installer's Name,Address,and Tel.No, Designer's Name,Address and Tel.No. 7 7/- Type of Building: :. xr Dwelling No.of Bedrooms Lot Size ' sq. ft. Garbag Grinder ( r Other Type of Building 6G/�5 Cdt��y� No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) �3v gpd Design flow provided '7 %% gpd Plan T'Date !/Z J�a Number of sheets Revision Date Title5 `'WJ �z'`l/9/1 �lGrh _Q��[" OGIS C r Size of Septic Tank />�� �GVU ©sri�1/� Type of S.A.S. L, .Description of Soil Nature of Repairs or Alterations(Answer when applicable) i y .w Date last inspected: Agreement: 1 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health. Sign dl .J-2--Date �j 3 Application Approved by' j �� f �; /1 I :_—: Date Application Disapproved by: _ v Date for the following reasons Permit No. Date Issued (12 ! ! __- - ----------------------------r----------- , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 9 '' Certificate of Com p'Iiance THIS IS TO CERTIFY,that the On�- ite Sewage Dysposal Systeym-Constructed ( 11j� Repaired ( ) Upgraded ( ) Abandoned( )by 4©1 1O'/0//— / C�y✓'�/ at�� �/ ��S 7�'/C �/� C©J�gq� has been construc e i a,cordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shah l be cg strued as a guarantee that the system will uneti8 as esi red. Date :` � Inspector — ————— — ————————————————————— —— No. r // Fee ( L� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Digpont* stem Construction Permit Permission is herebyranted to Construct ( ✓) Repair ( ) Upgrade ( ) Abandon ( ) g g System located at r 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: Construction must b completed within three years of the date of this rt. Date ~ 6 � � Approved by I FROM :down cape engineering inc FAX NO. :15083629880 Jun. 12 2006 07:0841 P2 1 . rT0' WU of Barnstable Regulatory Services Thomas F. Geikri Director Public Health Division Thomas McKean,Director 200 Main Strett,Hyannis,MA 02601 office: 508-962-4644 Fax: 508-790-6304 Installer&Designer C >r't[fIcanon F orm O 7tl Assessor's Ma 1Parcelau Date: �9'�' 6 G Sewage Permit# d�l�(Jl` ' p /? Designer: � o w ,-� Installer: � Address: �' Gl r u . Address: On was issued a permit to install a (date) (Installer) septic system at , ,��� ►J c ,--I ✓C based on a design drawn by (address) v' dated (designer) v 1 certify that the septic system referenced above was installed substantially according to the design„ which may include minor approved changes such as lateral relocation of the distribution box"or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or- certified as-built by designer to follow. tti{OF',f.40.1 1 ARNE H �y� OJALA �4" Installer's Signature) CIVIJ, No.30792 4 STO Sip�vAl-��G -- (Designer's Sign ure) (Affix De 1 r s Stamp Here) PL-frASE _RETLM TO BARNSTA LE PUBLl HEALTH DIVESIOIV RTIFICATT•; OF COMPLIANCF_W1LL_yOT BE TSSUCT) UNTTL BOTH THIS, FORM AND AS-IIUIL'T LP.D ARE, RECI±TVED BY T1 E B,&RNSTAT3LE I'UT3LIC H ALTH IDIVISTOIV'. THANK YOU. Q:4iealtb/Septic/Designer 0.,':rtifcadon Form 3-26-04.doc UMIV! 5 i il.-L, -kr p1r,I Pit I A i Make application to local Fire Department. Fire Dopartment retains original application and issues duplicate as Pert-nit. 2�x 11 0 0/1 &1 J,- 0 V AZ4 A Mr% 2 5 0 0 ArrLIC-A-T- 10114 and PERMIT F - for story tank removal and transportation V)approved tank disposal yard in accordance vlth the provis,10,11S of!'A.G.L, Cha�)ter I zIrs, �e\,Jon 318A, 527 CIMIA 9,00; app(icaflon is hereby made by. 'Tank Cwnar.Name(p;ease p-lno Edward Herric;k x Addres.,j— PO Box 2E 75j_ Tel 1-ar i j E�, 20 81.43 5 01, lBi a r n, VL r(j C 11 o:rp6ny Na.m�t ---]�—Rv rO Co or Inc)!-V;duaj Adclre'86_ 14B •Jan Sebastian Drive Addr-ss �Aj h -f d Sandwich,, MAf"n' 4 8ig(1aWrq,ifaPPlYi,tg for ptairrilf) I SIgnat im fli applying fcr permit) kkL 4 0 IFCI*Certified 0,L h er 1F01'Cartified 0 LSP Other t Tank Location I s i c. D ri v e M.a r 6 t o n 6 Y,.illg, 101A City Tank Capacity(980fls) U S�T Substance Last Sto ed 2 Oil r FeAnk Diniensinns(6ameter x length) i -- ( c Remark-- r CA, =T 5Finn transpoiling waste Enviro—Safe C r [Ilk 4 3 2 9 T, 6 55661 MAC300601617 4pp!ovad tank disposal yard n.er Inc& Tank yard 9 C C 2 199 of inerl 7'ankyard addreas 235 Cpiprercial street, Lvnn , MA i. City c r Town F.:rjN 01920 i permito Date otexpiration February 2, 2006 Dip sMe approval number: Dig Safe Toll Free Tel,Nurnber-800-322-.4644 1 SigrfilLife i Title of Officer ran rg permit After rernovel(a) Use"fuel DA�ftrks exen)*ptc-d)send Fortr. FP-290P.signed by Lco'Ed Five Dept.to UST Reglilateiry Cornplia;cc Lviit epailkirent.Qf F!jr9Sorv)c.95.P.0,Uox 25,Stxka Rood,Stow,NIA 0 1 77.6. `intempt'orval Fvr1),Cade!,,16titvTe 0Z- Ed Q NVr 90. FP,,292(r9V!Ss9 49*,') �QJLJIFIJ HM01 mir ��> � E Find Maplp�arcei 080008 ,£ PW F fi Health DepartrpentHealth�System hr ., � ' _ @ w aY �.. d MapfParcel 080008 ,� � AM AW Mike € Own -Tank Nbr ;01 T g Nbr 01292 instaileNo sw tl ;'f 06/04/1978 Locution B Test Notifcaf�on Date Status ' �` ap"2AW me< Date ate' Removalotification®gate �� Test � � 10/03/1995' , *� too " Abantlon € 62-5 mv AT Rem �ai 01/19/2006 r 1/ariance . Fuel Stored' FO , uel5torage Reason �� x edristruction Leak®etectiort Cathodic Detect on h Adttionai Details Add Change£ TO 0 ARNSTA UNDERGRUUND FUEL AND CHEMICAL STORAGE REGISTRATION v MAP NO. PARCEL NO, 0'0'F TAG NO. /Z?Z- - ADDRESS OF TAd: 054 Dv. VILLAGE: A1�A, a - 6 - v Numkowr MAILING ADDRESS IF DIFFERENT FROM ABOVE ) : FQ, 13()X kA OWNER NAME _117boso(cis _Rro(io pfctle"�-� PHONE: INSTALLATION DATE: 06 P/79 BY: t7ttu;6 PO r�0,( I;z I INSTALLER ADDRESS: f2t) ffox MA -CERT'.NO 7)-,—A f *TANK LOCATION: ABOVE "(=ELOW 4 k00:le wx-r", Awap-aC'r TO a ux"OXNM) CAPACITY tCy.)0fTYPE OF TANK �L* AGE ( 6 YRS. FUEL/CHEMI CAL TESTING CERTIFICATION PASS FAIL DATE LEAK DETECTION [ ] -CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION NQ YES NO DATE TO BE' REMOVE6 FIRE DEPT. PERMIT ISSUED CA 'YES I NO DATE -0 6 19 7F" CONSERVATION I CHECK IF N/A DATE BOARD OF HEALTH TAG NO. 1 .7 9;Z DATE IF Ako I L/ *,, PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK ',OF THIS CARD Page 6 of 8 Upon motion duly made by Dr. Canniff, seconded by Mr. Kaufman, the Board voted to approve with the following conditions: a) The engineering plan shall be revised listing all of the variances requested. (b) No more than four (4) bedrooms are authorized at this property. (c) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to four (4), before the applicant obtains a disposal works construction permit. (Unanimous vote in favor.) VI. Variance Requests: A. Stephen Wilson, P.E., representing Philip and Patricia Dubuque, 459 Sea View Avenue, Osterville, 43,560 square feet parcel, repair of failed system, requesting a variance pertaining to setback of septic tank to coastal bank. Upon motion duly made by Dr. Canniff, seconded by Mr. Kaufman, the Board voted to approve with the following conditions: (a) No more than ten (10) bedrooms are authorized at this property. (b) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to a maximum of ten (10), before the applicant obtains a disposal works construction permit. (Unanimous vote in favor.) ` B. Bruce Murphy, Yankee Survey, representing Christopher and Bard Blauvett, 571 Old Post Road, Cotuit, 1.01 acre parcel, proposed garage apartment, seven bedroom total proposed, setback variance requested, septic tank 72 feet away from a coastal back. Upon motion duly made by Dr. Canniff, seconded by Mr. Kaufman, the Board voted to approve with the following conditions: (a) No more than six (6) bedrooms are authorized at this property. (b) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to six (6), before the applicant obtains a disposal works construction permit. (Unanimous vote in favor.) ------------ __VFI: Six or More Bedrooms: A. Matthew Eddy, Baxter Nye Engineering, representing Anne Herrick — 354 '? Mistic Drive, Marstons Mills, 6.8 acre parcel, proposed addition to main building, nine bedrooms total proposed. Upon motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to approve with the following conditions: (a) Engineering plan shall be revised to reflect "three bedrooms maximum at "Lake House." (b) No more than three (3) bedrooms are authorized within the "Lake House." B. Mark Dibb, BSC Group, representing Scott and Alice Scudder— 941 Main Street, Cotuit, 78,743 square feet parcel, proposed addition, six bedrooms total proposed. Upon motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to approve the proposed six bedrooms. (Unanimous vote in favor.) G�� '• Fee No. r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair(�)Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. ;rq �/S7`iC e Assessor' O�I /�lr/✓TT��IS ��/�s AGRxrrllllell^IGh Installer's Name,Address,and Tel. Designer's Name,Address and Tel.No. � 7 /- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(./10 Other Type of Building S E . No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 70gallons per day. Calculated daily flow r el� gallons. Plan Date 0 Number of sheets � Revision Date ? � Title � e e 16 /G- e?,zle Size of Septic Teank O OP /V, Type of S.A.SJJ Description of Soil Gl��iplOZ"/ ' Nature of Repairs or Alterations(Answer when applicable) Z_116e t S /SW/�/ 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued mb this Board f alth. Signed Date Application Approved by. Date .3 13 'f Application Disapproved for the following reasons Permit No. Q00 5 '-0"7 t—J Date Issued 3 � .r r-.... ._ ,.. .. _ r • .yy. ',N..^ins.Ma'.v'... -.,;:a.w.+^ fY �Y!- x "�.� Y1q, 'N'^• v ,j t.r/r+.i ,,Y: .. ,1 �. � fA j� � t ,� � Ii }� 1 � No. G/,�"" �7 L <y '. � f ,+• �i,'el �� t'r �r �, Fee1/01 11 ! 7; Eniercd:n computer: t` THE COMMONWEALTH OF MASSACHUSETTS ? , Yes PUBLIC HEALTH DIVISION 1-TOWN`',OF BARNSTABLE., MASSACHUSETTS ZIpprication for Mt 004al *pgtem Coi�gtructton Permit l( 5 Application for a Permit to Construct( . )Repair(�)Upgrade( )Abandon( ) 21 1 Complete Stem C1 Individual Components Location Address or Lot No. A fit 11C Owner's Name,,Address and el.No.. aaz - As es o 's M 1 Installer's Name,Addre s,an Tel. Designer's Name,Address and Tel.No. Type of Building: X Dwelling No.of Bedrooms Lot Size sq.ftr Garbage Grinder( ® 5J �' Other Type of Building. Z° �l�C� No. of Persons "Showers Cafeteria Other Fixtures l Design now S gallons per day. Calculated daily flow gallons. Plan Date / L Z © Number of sheets %l Revision Date Title �r l��'�� C?/7 D 1 J S y ✓//S /C Ali ? - . Size of Septic Tank /t0� �� �a�� Type of S.A.S. i Description of Soils Nature of.Repairs or Alterations(Answer when applicable) Date last inspected: E' ,4 ` Agreement: ; ; The undersigned agrees to ensure the construction and maintenance of the afore described on- site sewage disposal system in accordance with the provisions of Title 5 of the Environmental CC*and not to place the system in operation ut til a Certifi- "cate of Compliance has been'issue b. this A azd f Heal[ Signed ' It n V Date Application Approved by k Date 3 `� Application Disapproved for the following reasons t Permit No. -00 S —0 7 L4 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF; , that the On-s to Sewage isposal System Constructed ( ) Repaired ( v)Upgraded( ) Abandoned )by df '�® /J / at 3 C. q�5���i� �1/1S h been constructed in accordance with the provision sfo Titl 5 an th Disposal System Construction Permit No. Cb V dated / Installers Designer The issuance of this permit all b• construed as a guarantee that the s tem wil as designed. Date j Inspector --------.° --- --- ------.------- s. No. ©� / Fee )- 5(3 t F THE COMMONWEALTH OF MASSACHUSETTS G PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ; Xi!5po!6a1 *pgtem Corigtruction Permit Permission is hereby granted to onstruct )Repair(_Y)U grade( )Abandon( ) S System located at P �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:Construction must be completed within three years of the fatcbv Date: Approved TOWN OF BARNSTABLE Board of Appeals Petitioner Appeal No. . ...... ,�'° _....._..._._............. ............:.....,.. o ,.... . ,....._.....___.._ 19 q .. FACTS and DECISION Petitioner' Jghn....V ...''•r��� . ... ....;4 ...µ................................. filed petition on � ,.... .... 19 , requesting a variance-permit for premises at .. ' !..•. .....,�a{ ................................... S - in the village of adjoining remises of_......KaW. V4,.... lft John.... .W..... ...r :th Canwa, J121thm Ds, and Theme * Hadftlena for the purpose of ...a....,�.1. .Z....2.44 ..swAS't house.......... _ . .....__. ....................................................................:......................................................................................................................................................................................................................... Locusis presently zoned in _ .a '"1i' .... ;.............................................................................................................................. ............................................................................................__................._._......................_................................................................................................................._........................... Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Cape Cod Standard Times, a daily newspaper published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at ............ ,� P.M. ........... _..............................._ 19 upon said petition under zoning by-laws. Present at the hearing were the following members: m '" ....f .q i........._... ..........._... .. ... _.......... ...............J - .._i s i..... . ' ". .. — airman _................__................_... _._.... ._. ................ ........_........__......._._..._ ......................................... _................................_ ._..._....... . . ._................... At the conclusion of the hearing, the Board took said petition under advisement. A view of the locus was had by the Board. On ............................................................_................................................................... 19 ............. the Board of. Appeals found The petitioner was represented. by Jo J* fte J ' ire PI Stated ha l Father owned approxLmtely Six end 3A Of an ae e. of lazd In Marstans Mille on which > . lu to the house garage and pmp house* More had been- another building an the lot which had been used as a guest house* We'buildLM was constructed s a barn Sr. l l5 and remodeled as guest houi 19;? * It had beep used an such until recentlYs Because oT the age bt the bu t. r It has been deter-mined to be Impoattleal to repair and the owner therefore tore It dM: In J y. €f 1 7* #, PbeUn stated that the petitionOr now dealros to rebuI24 It for the some purpose* . ogl gzal building was a $ x2O# two story buildl with t e guest roans# she proposed building would be 2.1 x 2410 two stories and tontaining three guest reams* In the opinion of Mr# Pho 4i the CantinUation 62 tho guest house use In a slightly largOr building would not be detrimental to the cammnity* It was the l�on of. the So ►do that the privato guest, house u had. .been continuous through the smmr of $966# They facet t.1hAt the guest hftss was torn A .OWn. ln early 1967 ,doe 40t s'Ond the prior existing non-ocontorming uses Abuilding aligh ly larger than the original building does not make tiw use more detrbiental to the area. 17te Board voted unanimously to grant I$v Spa clal Permit o Restrictions imposed Distribution:— Board of Appeals Town Clerk Applicant Town of Barnstable Persons interested Building Inspector Public Information By .......................... Board of Appeals Chairman ,s TOWN OF BARNSTABLE "LOCATION ,VILLAGE j-4I Irl/S ASSESSOR'S MAP&PARCEL RftT*MM'S NAME&PHONE NO. SEPTIC TANK CAPACITY / UU LEACHING FACILITY:(! e (size) NO.OF BEDROOMS OWNER &cf-,ac,� n PERMIT DATE: C ATEn P" I lD 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 Facility(If any wetlands exist within 300 feet of leaching facility) r Feet FURNISHED BY � 4 4 t \ t \ t 1 4 t \ t 4 4 t t t \ \ t t •J'J"f f'f~!`f f f r f f J f / ! J f f 'f f J f f r F f f f J.f i f • \•t•tr\ t \ 4 \ \ \ L4kt \ t t - \ 4 \ \ 4 \ \ 4 4 \ t t \ 4 \ \ 4 \ t t t h \ \ ' / r f { / J r r f r f / J r f J f / • r f f f / i J / r f r f f r J / J r J f J f / / r 4 \ t t t \ 4 4 \ \.\ 4 \ \ \ t \ t \ t \ 4 \ \ t t \ \ 4 \ t t \ 4 t t \ t \ t \ \ 4. \ \ \ \, t \ \ \ t \ \ 4 \ t t 4 t 4 \ t \ t t t \ t 4 6 t \ 4 \ t \ \ 4 \ \ 4 \ \ 4 \ \ 4 \ t t 4 4 t \ t 4 t .4 \ \ \ fr'v�lF r { J J J f f F { f f f { J r P J P J ! ! t t 4 4 \ t \ t t \ t t t t t 4 \ \ \ 4 t \ t A t t t \ \ \ 4 \ 4 F J r f ! f ! f f f f / -\ t t \ \ t t 4 t t \ 4 4 4 4 \ 4 t \ \ 4 \ t t \ \ \ \ 4 4 4 4 4 f J f f f f J f t \ 4 4 t t. 4 4 \ \ t \ t \ 94 4ttt f J f \f 38 58 47 100 55 Rt TOWN OF BARNSTABLE LOCATION D Gy .. SEWAGE# a„§= VILLAGES T 1 jAkq�3SSESSOR'S MAP&PARCEL ® � INSTALLERS NAME&PHONE NO. �Z o dyer'o � C -y in SEPTIC TANK CAPACITY I.S"-00 LEACHING FACILITY:(type)` 2�- V— — NO. OF BEDROOMS 4- 15'0(nL- OWNER AG���t� PERMIT DATE: COMPLIANCE DATE: A 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 Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Ar-3 A- Y _ d Ol� TOWN OF BARNSTABLE " -LOCATION OCATION SEWAGE# VILLAGE Q ASSESSOR'S MAP&PARCEL q INSTALLERS NAME&PHONE NO. 8�Z ;5 -7 11 - �� I SEPTIC TANK CAPACITY ,6-C ���0O gGtr PyMP c.�w%ber LEACHING FACILITY:(type) �.1 ►hers (size) qq NO.OF BEDROOMS OWNER WGt Cf tCJ�. PERMIT DATE: COMPLIANCE DATE: VAH/ . r 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 Facility(If any wetlands exist within 300 feet.of leaching facility) Feet FURNISHED BY '--- �G'SV ill bb L,0 CA, T,-IDN SEWAGE PERMIT NO. . 9,0 L06F -V1 LAGE kd"�V,v INSTALLER'S N E i ADDRESS e agrEwtv OR WN ER DATIF PER IT ISSUED DATE COMPLIANCE _ ISSUED "-- z ... r c^ rl i No.��....... I `� 1 Fus r .............. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH •............... ........................OF............... ........ Appliration for 11ispos ai lVorkii Tonstrnrtann ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 1 Lacation-i d ress or Lot No. ..... •i� .................. ... . .....e_ _...... Add ----�. ............... -----.... .kA...... .. . r ................. Installer Address . U Type of Building Size Lot_:�c?__________ do________Sq. feet Dwelling No. of Bedrooms......:.....................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures*...................................................................................................................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 14 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil........: .... YtC W U UW .......................... ---------•-------------------------------------------------------------------------,-�----�-/-�-- -- •--•-••............----•- Nature of Repairs or terat* ns—Answe hen applicable.___ _6_. �r��___.... _.-'!Q -D :. .................. I. Agreement: The undersigned agrees to install they aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITI.L 5 of the State,Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board Qf ealth. Signed:,g 5 I.....:.1 -----••••-•---•-•----•............... (0 , \ Da........._ . Application Approved By.__..•.........` —L___._ �" Date Application Disapproved for the following reasons----------------•----•--•---••---•---------------....---•-------------------------------••-•-••-•--.....------... ...---•-•-•--•--------------•--------•----------...••-••-------•----•••--------•-•----.......•------••••---------....----•-•--•-----•-----------...-•-•--------•--•-•••----....y----------•------ --- ° .Date PermitNo......................................................... Issued_........................................................ Date ----------------- ----- ------------------------------- Noit_lf.......` LY ., ` Fins.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................... .................OF..............................:........ Applirtttion fur Disposal Workii Tonstrnrtion unfit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at 1 l ion ress or Lot No. Installer Address l6600 U Type of Building Size Lot.-_--.......................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures -------------- W Design Flow............................................gallons per person per day. Total daily flow................. ............................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth............._.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching 'area-____-------------sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit-----------------... Depth to ground water--_------------------- ......................................,�,�r...... Description of Soil........ ..................•-----•--•-----------------------------------•--------------------------•----------...---•-----._...__. "W W ..............................................------•-••-------•--------------.....----......-•-----•-----•----------------......--------............--------•-••----....--------•----•-----•----------. ----------- --------•--•----••--------- ---- ------._.....-----•---------•--------•---•-. U Nature of Repairs or lterat• ns—Answ hen applicable..____..:. e�---_. ---- ________________ ................... . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITat 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued by the b and Wealth. Signed .. ................................ Da g Application Approved BY `"�� �_ ............ ----••.............•-•---- --•--•-�.' - --------•--- Date Application Disapproved for the following reasons:................................................................................................................. ---•-••-•----------------------------------------------------•-------------------......................--•-----......-•-•------------------•----------------------•-----•••----•---•----•--•------------ Date PermitNo......................................................... Issued------......-----------------......._..........--•-•-•. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............................I..........OF........................... Trrtifirtttle of Toutplitturr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--------------------------- ---------------------------.----------------.-------------------------------------.---------------------..-------------------------•-..-------------.-- In ler at..;........................................ �, ===t'-`-........ --J---------- ......I------------------------------------------------------------- ......................... has been installed in accordanc with the provisions of TIT F 5 of The State SanitaryCode as described in the application for Disposal Works Construction Permit No......AV_.. ........ dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL.FUNCTION SATISFACT JAY DATE.......................................................... S2. Inspector..............................-------•-L-...................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ij e-111 FEE..., !" ............ Disposal Work Tons#rnrtion rruti# Permission is hereby granted 1 ------------------------•------------------------------------------------------------------- to Construct ( ) or.Repair an Individual Sewage Disposal System atNo.......................... -k.------ --t.._...... y 1 ----------- Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... DATE....................... •-----------•-•-••---•-•--•--•-•---- -•.•- Board of Health FORM 1255 A. M. SULKIN, INC., ',BOSTON • A NA \`\ \`\ �.L AN\\ BOOK 482 PAGE ,5 �__ ZCL_Lu --- -- - - J� ' \ _ _� �s 6 , `� `\,\ 5\`�l 5+ ACRES •Q co/- _ LAJ 3 \ o. Iij o x 63.`8 \ 60• o o \ Jd j �111\ 78.9 w\ \\ `�•\ s \ �\ 5J x \ a. 1 , s1 .1 \ W �TO'\>q L P ARM,E AN x 7�� x ,8'�\\� \\ �\ \\ `\ \ \\�A N D VV�TL,AN� \\` �\\ ` 1 \ p ` \ \` \ , ` \ \ 8\ 8 2 - `\ r X67 x 77/5 0� / �� � f1 1 ' 181�4'1i79 A2 � �, \l `\7 4.4\` `�\ `\` \` \\\ \\` \`\ \\`\ \ `, `_ • _ ___ \ ` \ \ X6 5.4' r '��C ,� X �4-• � \�� Ej 6.6 1 11 Y,79.0`/ ,� r FF � 'ys /`/ /�.' / � 1� )a ; ? ` `\ �\ `\ `\ `` ,I ti / , <1 _ 78/4 1 ,\'\ ,1 81 .0 \` / ' 24� ` 1 I \I �� \` �' f' l �x72.9 SEPTIC AS-�UILT INFOROIATION SHOWN ISM\ 71 .8 1�`---�__� �\ \� \ \ INgOMPLETE. \CONTRACTOR \TO VERIFY LOCATION \\ \ \\ x 77•9'' \ \ ` x �/ �� 7.b `\\ IN F\IELD. `\\ \\ Ji- `_ ` N1\ \\ \\\\\ M`+� t APP�OX. LEACH`\PIT LOCATION`\PER INCOMPLE'TE - 71 .3 \ \ \ /I \ \ \ \ LP#1 8Q• (' `� \ s `\ �\ AND gNL•ABELED `,AS-BUILT FROM( HEALTH 178 8 \\ i R=80.62 (FL ` \\ \ `\\ \\\ DEPARTMENT DATED 11-28-97. I x ; ,/'� = (OUT) 1 1 '' 9 \ - v►ILr -* •LA ' h� WLF 2 � � � WLF6 � t---�� # # LF#1 U w WLF#7 '= 12 W i V) W Of, o BUFFER ��V W W BVW � C B D H FN D s � . E E/Dt � J'��*V E�f� E/g,F -E/a6\ E/pE! E v � \ O\0S.T1N'G.SEPTIC \ FOc \ Lw �F i \ J Q Q / �— _ STORY;.: F- o > = W z Li ` -� 1 USE =-� '': 3.t• \ �\ w Cx o V) 2� 4 , 1\ ry a o M ♦\ `\` \`\ f n \ .N \\ \♦♦ \ \ f \ U � 1,r\ Q V N IN o �, G CO Nz FA4Qn, - �/.-.. \ \._. \ p v \\ -P A G \ 15 \\ \\ \ ` \ , \RES� D ` \ R-E S of i IR- I � \`, NL N,' A N\\\\B 0 OK 43� PAGE 15 \ ES \ ��+ Lu \ \ \ IIN \ \ \ IN, `, \ T0 ><gL\\P ACE AREA '\\\ „>€ w 3 \; � CC\UDI\NG\`\ UF �AN'R �, st ILA \A N D� WE TLA \ ,... :r v, 6v 8 2v�± vvAGES 41 1 A:vb `` r 1, • Iltt))(( '7nA 5DND µ � VA 78.33 55 �^ [JM POND *U17 !� n Ce wLF-Hw-10 i NLF-HW-1 V F-HW-11 5'Zw � f FNDH WLF-HW-14 WlF-HW-13 `43• E r. /Dc -H ww . .- Od�oo- GSTING T�9:� ..W- b l SEE NOTE .E>M......W.- a;;� ,, ` DEpK / G S.... e� r. 1 DOSTING TO BE C . lF—HW-16 = TO IRRIGA ON WELL ' S CRY • FND J 1'E• .�i. 100. MomFROM M .�.. +� .. J� I i 0 W N. �.. . cy • X r ` P OOK 482"PAGE S ED �"7f.ACRES RESTRICT 2 ` --WSTIC-DRIVE PLAN`.BOOK 4$2 PA .� .y .. 5'215* ACRES : I•�� �' Gam' .... �, ` l, ,>'.4iU-�''`^^•- ...... Q .. T_OTALPARR_CQ AR FA (INCLUDING,UP�.AND t , , a .. •• ./Q�/ g.822t`.ACRES . IP FND -4 41 _ _ _ �� - , �, �,... �� c �' P�+w►� .tin, �_.. �y BU ••'�'� M \ t IF COWJCT NOTED BY owiRACTOR NE11E1r%WHIM 11OUSEcno a POs9BtF IIFDE9p1 oF: 4 W r r, .kd GRAVEL DRIVEWAY '`• .,. , i g N P AND UTILITY WPROVEMENTS / SHOW ON A PLAN TITLED Z 'SITE PLAN FOR 370 # 35/ MISTiC DRIVE, MARSTONS MILLS, MA' SHEET C-2 04AEM31ON, LAYOUT AND UTILITY LAYOUT 9Y LK. HOLMOREN DMEW00. INC.,'PA7M 07/14/2004, cb. IP FND O � 11 1498' TI1 C8 DH FND PART OF MISTIC DRIVE 83•99. CB DH FND ROAD LAYOUT PER PLAN BOOK 309 PAGE 68 22 7573,0Q _ K�,v_,yr�.. 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J!LAJ � r ..---- v � li LI e I�' r ew MPTu�JstR N 70- [� + VAgst f.BltL 7YYCK_wr1W WI Jb:lrlt'/AW40CM 0- `X5 O G i K raaw(rr-wD - t • x I - , SGACE 1 ... .:.' .--:�:� _ r t ._ s\xs'i.:.:�::.r�_•y^_:.%'I i`.a''e1r`'J --:c.::wi. r. i.':� .. r .. �._-..L'ti.r<.-aa..:l.� ._ .. f II �' • Y �- � � f '/ I � ` ��a Pam` �- � � � S�^� z �.. dia. holes _ - I (typical all � C4 W Match Roof Shingle ,� ' dia: bola at 1.5" 1.5�„ dia. hole at � �� 1.5" `� ,- _, center for 4 to existing main �i center for 4 See Roof & Post angles for House 3„ 3„ angles for anchor cap z anchor ca,p Anchoring Details Match Main House PIER CAP PLATE DETAIL O POST ANGLE FABRICATION DETAILS I- Roof Pitch (/) CL 6x6 Post 2 per post Fabricate 4 O Fabricate 8, U 4 to have I"dia. holes for pier cap, > W 2"x8"xi" steel beam clips W � 4'-0" See Pier & Post 4-0 with i" holes at at 2" Anchoring Details from ends; is 1" from side 8 total Snack Counter Rail . 2x6xi"steel angle with m Cap see detail o o - / CAM CLIP DETAIL 5 8 dia. holes at to o center for 4 angles for 14 ( p anchor cap Aw- e _I O ---- -� 4x6��"steel angle with .. � m � m � --- SEAM-POST ANGLES `, �, 5/8 dia. holes II �y = o = w STRUCTURAL KNEEL fabricate _— WALL- SEE DETAIL sV AM-P T AN U oo W _ Q match side to main QS GLES cn \ 0 U o house fabricate a — ------ 1 - I See Pier & Post I I STEEL FABRICATION DRAWINGSAnchoring Details i I Match Roof ShingleLocate Fi_-Lr �J--1-� rL-�n 7J--1 and roof pitch too Recessed i I IL I I I I L Down Lighting ----� ---- a L ---J L----J existing main House 9 g in Flat Section of FRONT ELEVATION TYPICAL SIDE ELEVATION ceiling „ x 6 T&G wood ceiling 2x6ixj„steel angles with 5/&" x 4" lag Bolts. -- 2x10 Rafters 16" O.C. r Typical all locations — rr - SEE ROOF ANCHORING SYSTEM DETAILS AND 4 x 12 Beam 2x6 Collar Ties NOTES all sides J o /, -- 2»x8"x » steel beam z - TrN_ clips with J» holes rn o at at 2 from ends 2x10 Rafters 16" O.C. n o o N ltotfrom with Hurricane clips F I- m 8 al C ) paid flat U co o o: a 4x8 Post Brackets, black Rust-o-leum �� o Ld a - secure to post with 44v N o o ,i J% 8 lag bolts Install 4x6xi"steel angles X M a Area of at bottom -- r/I-- with 5/8" x 4" lag bolts Q w o -- - --- -- --- - Collar ties : each corner each post. z °�° 0 U (n 0 I x C lar ie I and flat 4,_ '° U.l�: `,. 2' " ,� w `-' a z ceiling - -- _ 2x Co la ie I w r- a. rr ' ROOF ANCHORING SECTION LIJUj Ld 2x6 I r Tie SEE ROOF ANCHORING L m UJ o ~ 6 6x6 Post SYSTEM DETAILS AND �.1`rr._ awo W (n C Ilar _-.. .. . k _.. -P.T. 6x6 Post NOTES ��" _' ' SEE STRUCTURAL (each corner) O 2 6 C Ilar Tie o KNEE WALL DETAILS c o AND NOTES � < 0 0 O - r o < WZ Hu nica e --- _. --- ---- -- U "fR o e s I ! 2- 2x4 P.T. Plate � 4 12 EA -. - - — Install Teco Corner > z o v) ! Angle Staps 3" ¢ z w o from top & Bottom--�\ v a a OQx .� at all post corners o o W �♦ C U Z ♦t�l Z Q Q ^♦� QO // I to F- U Metal Wind bracing at II ��, z 3: T each post corner �/ y' J O0 W Lil U fl )/ .O �i--- IJIVIII Q �7--! 2x4 P.T. studs 16" O.C. z w 4'-0* 1�'_0" 4'-o" ; SECTION Q ----- O.H. i �„ Exterior Plywood. a O.H. I I- CL LJWz ROOF FRAMING PLAN i 2x4 P.T. Sill ramset = m0 X SEE PIER CAP AND POST into slab. 2 -0 one at i- � o each corner ANCHORING DETAILS AND NOTES structural Knee Wall STRUCTUARL KNEE WALL WIND BRACTING DETAIL 6x6 Post SEE DETAIL 6x6 Post SEE PIER CAP AND _ I O POST ANCHORING ! I I 6„ 6„ — DETAILS AND NOTES i I i ---- -- ------ I---- 12% 12' Structural Knee Wall �.--- + concrete - I SEE DETAIL pier rn Q0 > Structural Knee Wall 4" Fi9erQdaes E,x6 Post SEE DETAIL o Grade reinforced decorative �. I ' I N slab (3040pei) 2,X2'x12" i -_� i o VIA,'- 4" Decorative D I ` x.' � � , �,.k � W ,U _� cencr•te slab with Concrete I ,% `� ' _-- - fiberglass mesh ever r ���w� .�; "'� , (n j Footing -, © _ ^C �\ % �" compacted gravel. i I I Q 0 6x6 Post ,F +' ,i Min. 6" compacted --- -- -- ---- ---- L �/� o gravel See Pier NOTE: 7> 3%3% steel its uj � 0 -� p -, 6x/6P o s Ili—^��// ...; Crap Dets' pier cap with �..0 ` � t~= O " Location of anchor baits in P P 12'x12' Concrete Pier I ra ! �— piers are Q&T.LCA1. dia. hole at OMMISSION N . 2'-0' 2 / 6x6 Post 7'-0 � ) � �I i ---,� --- i , I I P11ER CAP DETAIL ,, � c o R42712 2 06 deformend rebar with 90 degree end angle. ! .FLOOR PLAN 2'x2'x12" Deep ' A� l Concrete footing,, rein - --- ,� NOTE: ------------- - _-, This Is atypical pier cap > > 4'-0" below grade ` FOUNDATION PLAN detail for all 4 piers, modify of and rotate for other corner PIER—SLAB SECTION � i i l a .. • __ 4, j co ` \� \\ �"� - �' �' _ SET SILT FENCE S UCTION NOTES: 11 _ CON TR I - \` \ I 7 / (G AND HAIYBALES AT : o°„ + t \' > �� ..nI 1 - 5 , 1 LIMIT OF WORK 1.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED ` a ° , . �� \ \ S `1. 1� iO - �' II I� �o, "TITLE 5 UPGRADE PLAN OF 354 MISTiC AVENUE" V . , 1 \ �-� �/ BY DOWN CAPE ENGINEERING, INC. 0 a, �� , - \ :' \ .`. -' ,jam `� `\ � �►'� ' , ' PLAN BOOK 203 PAGE 53 939 MAIN ST YARMOUTH, MA. 02675 ' _ W- , 1 .., tA ` Q SRE • ; \` \ S �!. f` • �I DATED OCTOBER 22, 2004 at►1:� z / , Q . \ ' �l `' ELEVATION: 51.08' (APPROXIMATE NGVD) ,a�e4 , \ ' ` \ / /`� j \�A \IT - - 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL �,, y o o Habdtix 1 \1BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY w .. .. •o� r a \t \ cS' �' / 1: COMPANY PRIOR TO ANY CONSTRUCTION. ;. - �'' I'll IV9 ° � �. Tic G o r \ / / m } _ CONSTRUCTION NOTES: 'i ..•^ _ - n • t�',. �� , .� •� / \ 1. / r ` i ,V O X 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH '` �� ° • . -- I / 1 •. � � TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED ' � ,' C "+ ` I \t ` '' Z -�j C� ` RE-VEGETATE GRAVEL DRI C opr - '�.r! ; f / , . 50, B THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS . , • Nil J i _ � WITH IN THE VMf BU Q� ( >*a �, n tea= T ? ? �", %, - �: ! \ / / D �� 'L i ADJACENT NA . C� / / \ , T01 EXISTING APPLICABLE o -_ r "'" 0 ' - '�� . . " ,.• + ( ( i �e ,� \` `` '� / ) 1 �. .-I� CONDITIONS 4 ell C 4 0 1. : : `I / / _ � / i �l / / O � G`, - 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE �< + '.. , ,� t.I.� •. • / / ' , ', � ,/ `` ' / _- / Z CT -u /, ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN - - 'll 'I. i , 1, PRIOR APPROVAL y .1 �.� / - . 9 ��/ / f AL BY THE ENGINEER. / l_ _� R'9 (/` I I /- I- J , .1 1 1, 3. PROVIDE 24 HOUR NOTICE TO BOARD OF HEALTH AGENT & ENGINEER FOR / _ i 1, r ,f� __ /1. i -/ INSPECTIO . = � J r N AS FOLLOWS• i ; REr=VEGETATE GRAVEL DRIVE O ABSORPTION SYSTEM f _.� EXCAVATION OF r, /:; .f / - i Sd SEED - STALLATON OFSSIEPTICTANK � . - r .y,,. .: � , : , ,, - / ,,..,: t,.: l.._.: , \I ' .. _0,. --. _ _ jJ AND i / a - - - MU OUT SIDE OF 50 BVW o �' -INSTALLATION OF STONE AND CHAMBERS WITH TAP , / ,� ,. ,;.. < / w, -- - - , BUFFER - BOARD OF -=c MULCH O ,- HEALTH AGENT AND THE / i �, 1 , 3z, `: I 1 ->'r,,;_ ._ ,. i ENGINEER PRIOR TO BACKFlLUNG THE SYSTEM. C _ I CD ! 10. • C 1 ,�- r ; . b - -- - . . .-..-_ 4b ', � -.--- � -: � ' / rrl �J �• 'y �,, 4 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC UNLESS ,, -. = ; 1 OTHERWISE NOTED HEREIN. ` - ti /!F -- .... O a .� - ; ,, . O Q C / �: �, p / t a�' _ 5. EXCAVATE UNSUITABLE MATER411. AS NOTED, TO THE C HORIZON , FOR A _, . _11, \d C.0 `- � Y' ' �'',' �� � f v �$ HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE I'll, I �`, , I _ oo j WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. ./ •� ` 1 �.`... f 1 ,. \� ,. '. I 1J I -I I . .. .. ,1 .i-- , - r �/ - .. -. ,_ : . t Y i _ y iJ I r - J � (�� � r %I i i ;_:)* /' 1 � 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' ��: I t OF COVER. ' / 3X 10 A.S. WI TH Y , ! � I �. �� �+.Q ,i �,r PRECAST CHI G 1 1 , '- 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER . ,�� / CHAMBERS -SEE PLAN do J ,' � ,/ SCE i PROFILE LAYOUT;' DETAIL ,' \ . BREAK OUT ' _ _ . \\ C) � / ,\N•.FE BELOW �\ I, ELEV.-6Y.33 � DISPOSALS. I 1 . % / , IM , / , Ai --- ";',�, 4 % PROPOSED / �� 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND '� -+ ��`�, �, p�Opo SPA I I c; UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS "vZ . f ` , - _7..; ., , ,:, �, � 1 �.� �, � -- PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXISTING 1 -� �?1 TIRE, UTILITIES, CO ARE SHOWN / /' 1; I // '/f 1. ; I , ' - IN AN APPROXIMATE INFRASTRUCTURE, MAY NOT BE LIMITED TO THOSESHOWN ,, - 1 I _ r; PRO �? Mir 1 1 - - , R UTILITY -�'' p'01;ED N) 3 1 o;'' RECORDS NOTED HEREON. THE�CONTRACTOR AGREES OVBE�FULLYn '� ONED By ,' ?p•?� Y ; ' I. . -`. ,y J 2 �ii ,.I ;•/ THERES�OSNTRACTOR'S LURE 0 LIBLE FOR ANY AND ALL OCATE SAIDAMAGES HINFRASTRUCTURICH MIGHT BE ECANDI UTILITIES ' ♦ . - , PROPOSED LAWN '& �' _ /.:, I ,t, i N P / m,- , a EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE LAD A E, 13 LF 4 PVC CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE X - 1 REDESIGN.SIG ' 2 , SEPTIC L �,y ` M O ;� PLACE HAYBALES AND V, : TANK i__ = / • ; - 11, Z� 2' p ' ll p r TIT � � SILT FENCE AS LIMIT OF / g, _ 1. J LAYOUT SHALL BE AS DETERMINED BY THE C. 16' � ' , � y � c� ' ; �, ) 9. THE-PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. ,� W / y ✓ woRK u E FINAL E APPROPRIATE UTILITY - - i = �.___- O' TOPSOIL. AND . FORCE Af . , i COMPANY. _ MULCH W , .. W. Q� H CN � P . • LEACHING AREA REOUIREIII�NTS :: = `r , q, - �`,- , -. ,, AND ALL EQUIPMENT AND ,. MP SPECIFICATIONS- r -�,, i 11 P REMOVE SOYSTEM. CORO COMPLETE .JITH Sm LOOS DATE 8/30/04 , - l,r i C �� W SHALL BE PROVIDED IN /VCR"ARQANCE WITH ALL BARNSTABLE NITROGEN LOADING LIMITATION: 330 GPD/AC (BARNSTABLE GP OVERLAY DISTRICT) r I __._ .. _ �g OSFp �;� i I� 11 THE PLAN INFORMATION AND SPECIFICATIONS HEREIN. - _ LAKE HOUSE: 3 8EDROOMS x 110 = 330 GPD ' EVALUATOR: ,.'�____ ,-' �' 01 RES To =.`' SOIL EV BOARD OF HEALTH AGENT. _ , I . T/0N,� � � EXISTING STRUCTU MAIN HOUSE SYSTEM DESIGNED BY OTHERS): 5 BEDROOMS x 110 = 550 GPD ,f! r:� ., P. _ c� , I BE RENOVATED PER THE PUMPS SHAM BE RATED TO DELVER / 61'43• ? - L ' ARCHITECTURAL PLANS + ,'�Q GPM O A TOTAL DYNAMIC NERD OF USA LYONS, RS DAVID STANTON RS - CAPABLE P TOT FLOW � . _ cs 1- i Q• AL 0 - 880 GPD 1 , r 1 TEST PIT 1 TEST PIT 2 - - F o . of PASSING 1,•.;. /4 DIA SOLIDS . 24. ' , LF 4• PVC THE PUMP SYSTEM SHAH. BE THE HYDROMATIC SUBMERSIBLE _ N _ _ - S�1.07G SEWAGE PUMP MODEL S3SD-11 G.S.E. = 79.5 f G.S.E. - 64.5t ACTUAL LOADING - 880 GPD = 129 GPD/AC < 330GPO REQUIRED ; . , ;... ,- I-,i 50 RPM 3/4 HP/1 11 �' 1 v : �' PHASE/230 VOLT OR EQUAL THE PUMPING SYSTEM TO BE �, 6.82 AC .1 i' ('` '.' /, ' - OQ// - _. PROVIDED AS A COMPLETE SIMPLEXING PACKAGE, TO INCLUDE ° _ A ; I OYR 3/3 ; LOAMY SAND A ; I OYR 3/3 ; LOAMY SAND . .-i- ,,� ,___- �" ,, ;; _:. •, / _-- E HYDROMATTC HYDR-o-GUIDE RAIL SYSTEM, FOR A i 0 / N RESIDENTIAL.- 3 BEDROOMS / - , . I - ' `� .` _ . _ CONCRETE PUMP CHAMBER OR EQUAL PER MANUFACTURERS _.._ ,.. cy ,•., I I�'. / SPECIFICATIONS (INCLUDING, BUT NOT UNITED TO: WATERTIGHT /' .: • ,„, : • •.._ .. �_' I - ACCESS HATCH, GUIDRAILS DISCHARGE ELBOW x 110 GPDf BEDROOJbI ASSEMBLY B ; 10YR 5 6 ; LOAMY SAND B ; t OYR 5 6 ; LOAMY SAND TOTAL DESIGN FLOW = 330 GPD - } �, ' •. ` '' i,% 'IFF-� _ + VALVES. LIFTING cFwNs, r�iouNnNG BRACKETS, FLOATS a� / / GARBAGE GRINDER (NOT INCLUDED) = N/A PIPING). A HYDROMATK; Q-PANEL OR EQUAL SW1U_ BE ,_-�_ - - ri' � / � PROVIDED FOR INTERIOR BUILDING MOUNTING MEETING THE 28" ELEV 77.2 29» ELEV 62.1 _-_ ___ __._. . __ .__ _ SPECIFICATIONS PROVIDED WITHIN THESE PLANS. i_,i ,. ( , /�� PERC RATE = CLASS 1) <-- = -• ter, :. - c�� `}� <2 MIN. IN H ( gFrCA t , G, r. I.. '." i CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER LTAR = 0.74 GPD S.F. �T ! O � n: DATA/SPECIFICATIONS SPECIFICATIONS FOR SELECTED PUMP AND SIMPLEXING Cl ; 2.5Y 5/6 ; LOAMY SAND / '' - �� c�G' RATE= <2 MIN/IN MIN, LEACHING AREA OF S.A.S. REQUIRED: C/� SYSTEM EQUIPMENT To THE ENGINEER FOR APPRovAL. n� .- r i i \ �_ I . , ti _ N - -G% ._ CLASS 1 SOIL _,. i.`_ ,' O p'�' , 1 41 (ELEV 61.1) 330 GPD/ 0.74 GPD/S.F. = 445.9 S.F. MIN. / _ :N , - PROPOT SYSTEM: t r -' �/Q _ j SHALL INSPECTED IN ACCORDANCE WITH TITLE V C ; 2.5Y 5/6 , MEDIUM SANDZ 31.5 x 10 LEACHING CHAMBER SYSTEM WITH 3 N 5� GALLON � �, I RATE= <2 MIN/IN - ,� O / ACCORDANCE CODE FOR PROPER OPERATION AND IN ,• r. ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS CLASS i SOIL PRECAST LEACHING CHAMBER UNITS AND STONE (SEE DETAILS HERE-ON) /' � - / U' AND SPECIFICATIONS. INSPECTION REPORTS SHALL. BE 126" (ELEV 69.0) T ._ _- v SUBMITTED TO THE LOCAL BOARD OF HEALTH. SIDEWALL AREA: (31.5 + 10)2 x 2 DEPTH - 156 SF '� - �•a /, U P E L O T R E F S -- BOTTOM AREA (31.5' x 10') = 315 SF ., ' �/ C'' .. 0 C2 ; 2.5Y 6/4 ; MEDUIM SANDTOTAL EFFECTIVE LEACHING AREA = 481 SF , I .. ,' , �O� , /` - 11 p SITE LOCATION NO WATER ENCOUNTERED / 71 • » SYSTEM DESIGN CAPACITY = 481 SF x 0.74 GPDISF = 356 GPD i > 354 Mlstic Drive 132 (ELEV 53.5) , ,') _- SEPTIC TANK SIZING: 330 GPD x 20OX = 660 GAL I- • -__ _ . / �USE 1500 GALLON TANK MIN. ----- Marstons Mills,� Massachusetts PREPARED FOR •--•�•�. TYPICAL SYSTEM PROFILE "�'° MANHOLE I ""° " Edward D. and Anne O. Herrick COVER TD GRADE 3� - 1X• �_6" NOT TO SCALE 3 PRECAST CHAMBERS (FOR wwwrim PORT) DOUBLE WASHED STONE ' NOTES: --I 20• DIA E-- .� TITLE _ "... , FINISHED FLOOR EL s1.43 RAISE , COVER TO wrnMN s• :40, , •_:. `•;.:,:.--...:-r xg Septic System Design Plan OF FN. GRADE AS SHOWN WITH 1. MATERIALS ARE NDT DESIGNED TO MEET H-20 L�' . �. PEAST,a� ®To® Qo 0 o I= 1 Lake H uWATER TIGHT RISERS A COVERS LOADING REQUIREMENTS. 5 4.8 10 3• ® = ® = ® I= o24' Da oPENMIGFLAW 10' ayy,, j- -� � `, ,c � ' ® O ® 0 ® O + . House 11 RAISE COVER TO FM6SFIED '-� ,: ,• Ef FELTIVE -4*. s t.."'�R�. e' ® `•• /�"� -A'�?. lV EXISTING GRADE - 59.5 GRADE WITH WATER TIGHT 6 ^3 e1:91'lYl 1Et}:B7'bN '..Z.41 �H 24• t �' c o ; a" �• r•x- •, ._ . RISERS N! COVER '` � :' '^ ® O ® I® ® O C= WATERTIGHT GROUT AT I 31.5' 2.6'r 4.8' 2.6' BAXTER NYE ENGINEERING & SURVEYING _ DISCHARGE PIPE PLAN OF SOIL ABSORBTION SYSTEM WFFH 10' r , °� TA"T� 61� Soo GALLON PRECAST LEACHING CHAMBERS Registered Professional ,,, �, ® CONCRETE LEACHING CHAMBER SYSTEM DETAIL Engineers and Land Serve ® ,Ns6.6o ors 41N.� L+■16' (t10RIZONTA. LE]IGTH ONLY) NO sGUF gln y , of ,`,` L- 20' S-2.0% -;9..,, 1. _ ?; •..'.'..-�s:-:•-i•i In NV-56.Sa 2'Sp1 8o PVC FORCEMIYN (No SAGS- PROVIDE POSITIVE SET' 1 INSPECTION COVER To wmw 6' of 6YtADE 78 North Street-3rd Floor, Hyannis, Massachusetts 0-760 w' " 9` j 4 SCH 40 PVC •f••GATE VAL ! BACK TO PUMP CHAFER FOR DRAWBACK) WTTHi WATER TIGHT tBSET� A COVER ' . ®! ) ® Phone - 508 771-7502 Fax 508 - NV N - 57.15 1Q' MIN. ( ) ( ) 771 7622 ► c�RADE o /LfAdMWG G WIBERS - V. TO 61i , ` PVC - 684 GALS. - 24HR STORAGE HIGHWATER ALARM EL-54.97 SEf MANFIOtE FRAME de COVER TO wrrHlN 8• of GRADE 2. � - 9 r,,� ® `1.01_1 R v : iiVCUTUSAID 1S RISERS do COVERS SHALL BE WATERTIGHT INV OUT = 57.55 ' • PUMP ON EL-5447 WASHED PEA STONE of 20 0 20 40 p� 1/8 EE! HOLE 187 GALS ® . �,ar CONTRACTOR TO 4-r HOI S r' • `- Cm Vi1LVE s 374 GALS PUMP OFF EL-53.97 FMIISHED GRADE OVER D. BOx - 62.5 ® 9" (min) Cover CN41BER EL 61.16IIIIIIIIIIIIIIIII y 3B" (max) Cover �!r v lLS\o Law WATER ALARM'EL-52.97 .-.- TOP of PFi► CONNECTDN PER ® SCALE IN FEET VERIFY IN FIELD M REINFORCED CONCRETE BAFFLE GAS am 187 GALS. J TOP OF D-BOX ELF-61 M5 . STONE. EL-61.33 i.o' CONCRETE ENSURE INVERT WILL WORK WITH ;:is•� :,;.;,, ::-r:.. ,,. ,r ;, .,, : EL-52.47 » EXSSTING BUILDING PLUtrIBING AS ® + CHAMBERS Ri�oaMi a►TIOW SCALE. 20' .,.:41, :-r1i+:::::*r r�'tr.L' �•__...- PRECAST 1 DATE: 04/25/06 REQUIRED PRIOR TO STARTING - ��6• q�y�D A C FIRST Z (TO BE 4" DIA. PVC r: -=*` •=r,;; ANY WORK. IF INVERT DIFFERS STONE eASE 13 LF 4• SCH. 40 0 1.o1r 1 T . •* ' 1_,500 GALLON TWO•COMPARI'MENT 1,S00 GALLON PUMP CHAMBER 2 24 o 0 0 0 0 0 11 CONTACT THE ENGINEER IMMEDIATELY �_ - :: _ . . GREATER THAN 1 DAY (!,�SCH 80 MTV N-80.78 N,FOR POSSIBLE REDESIGN. I H 8EP'TIC TANK SEPTIC TANK ST,� PROVIDED A Mjr SUMP . QUT�0.61 ROTONDO Si'5X10-5 - OR EQUAL ROTONDO Sr5X10-5 - OR EQUAL HIGH WATER HARM 654 GAL > MO GAT. (DESIGN FLAW) MMFT TEE TO 1• - . ��-� ® 7-�.�.r- ® �M 1/28/ REVISIONS PER BOH COMMENTS TO BE IWALLED ON A LM STABLE BASE TO IE NSUILI.ED ON A LEVEL STABLE BASE ABOVE OUTLET ELEVATION = " • a • ® 5. MN a. 58.50J ® Q SDM 6120106 REVISIONS PER BOH COMMENTS ■ 3 SEP11C TANK TO BE MISPECTED At CLEANED ANNUALLY SEPTIC IAMK TO BE WSPECTED ! CLEANED ANNUN.LY P.C. - -• .r , . . C 11 (1ST COMPARTMENT GREATER THAN OR EQUAL TO 880 GAL) PROVIDE FOR 4 DOSES PER DAY W. N - 60.50 No Groundwater Observed o Ow. 53.50 N0. BY DATE REMARKS (2ND COMPARTMENT GREATER THAN OR EQUAL tT) 44o GAL) AND DRAWBACK OF Y F•ORCEMAIN BJMPNOTES _ PUMP SPECIFICATIONS r CRUSHED DISTRIBUTION BOX ® H DRAWING NUMBER 1. 1 PUMP REQUMZED ROTONDO OB-9 OR EQUAL CONCRETE LEACHING CHAMBER SYSTEM L ALARM TO BE ON CM�T FROM PUMP. TO BE (WALLED ON A LEVEL STAIM.E BASE ACME PRECAST CONCRETE LEACHING OR tB� 0: 2004 2004-114 CiVIL PLO 2004-1 14SP-LH2.dw 3. 1 AUDIO AND i VISU& ALARM REQUWED. 2 OUTLETS REAUMiED TO BE INSTALLED ON A LEVEL STABLE BASE 4 MOUNT ALARMS ON BMW INTERIOR. 2004-1 14 �``\ `\��� \\` m SET SILT FENCE CONSTRUCTION NOTES: � \� M `� AND HAYl AT 1 0) 'N '\ I + ` a 1 LIMIT OF WORK ' 1.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED • �1 `,\ >s ��\ \\ \�\ \� O \\ / //�' 1 V I "TITLE 5 UPGRADE PLAN OF 354 MISTiC AVENUE" X \ , \,/,► ( �. BY DOWN CAPE ENGINEERING, INC. • ,� f., , , `. , I / �I �\ 1 \ 939 MAIN ST YARMOUTH, MA. 02675 20' > > _ ' DATED OCrOBER 22, 2004 ELEVATION• 51 OS' (APPROXIMATE NG VD) , T / - ' '` t ! 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL r < • *° ' +Qc` I i.. ` �� > `\ �' gt� N ✓ i / /;-'rn ; { 1 ' BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY / I r 1 !1 COMPANY PRIOR TO ANY CONSTRUCTION. r \ \ �� I •g 1 I /I �� / it ( l _ CONSTRUCTION NOTES: 1�fi:;a. �.:;. , �\ I \\ \� \ \ �` / 1 I 1 1 -•I M " '� •� I N \ '�-_ U' r 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 4�• \ I 1 \ \ ,.' 3� ; I i' / / ,J l I ` TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED � I / off/ THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS p a y.' a' + (�.,,' ' •'ir..,. � `1 � _'' `� ^ `\�� ` -�1 .� I i � RE-VEGETATE GRAVES DRI � `� t `� - X / r _ Z C� I( 'D APPLICABLE. I T I i WITH TIN THE 50' BVW BUFFE C •- { �t O / `. - -� ._ I i'� TO EXISTING ADJACENT NA �, $ _J �I �� 1 1 I / ' I G7 G7 .0 V v o a x: vo �� --��I / \ `� l / COND117IONS U, /. ` '� , / ?� / , I T•rT Gti ` \ 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE f 1 \ 7�I �, / \1 �\ U'i �� /} ` `� \� \��/ \ / j 0 ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN 1J o� o U! PRIOR/ APPROVAL BY THE ENGINEER � � � •, ` > w 0 M • . sKr. / / n \ ` 11 i f \ / x/ \ // IiI O 1 �i rn J. .w. . F4,..s9 s t • � ! r.. a a« ►`�1 I- �J l7 \ \ t , + I ' } ` / t r I- \ a o X ,` Co ) I ' ; r 3. PROVIDE 24 HOUR NOTICE r0 BOARD OF HEALTH AGENT & ENGINEER FOR '"''\ '` •yE__--' rri o ^� �� , ' , f / �d� c/5�� r� rn , r / 1 �iI INSPECiTON AS FOLLOWS: �t / ---'ram- �� � `� •�. ' i 1 + I ' i �+' �' 1 6� 1 , �, -i �J';, � t 1 , � / X I� I , , -D / r c� i -EXCAVATION OF SOIL ABSORPTION SYSTEM +� , ,' • V \\ ' t 1 ' -' �' 3�/ REr'1VIEG�'FATE GRAVEL DRIVE O / a � S -INSTALLATION OF SEPTIC TANK '°� PP SOIL, SEED AND/ -INSTALLATION OF STONE AND CHAMBERS \ �__7`�3 LI OUT SIDE OF 50'�6VW i fTl Il t ten- o/3X ��a/3 rya/ / �. . . BU . + / APPROVAL MUST BE GIVEN BY THE BOARD OF HEALTH AGENT AND THE �� ---X , , ,� v i ENGINEER PRIOR TO BACKFILLING THE SYSTEM. , 4 \ I U' Q .' cn/ / / a /� ' 'r O� rn 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS X I- ` 11 1 `_ % ,,� f ,� / �' /' I �' Cp -; CD o OTHERWISE NOTED HEREIN. II Ii �`• \\ �l ' I I� rl+ r � , / / X /� 1 , /� 4' " co X \ - �' ; �b a I' 'i ,� , i ; J D ' Op I �' , i/ / / i ,, l ^' 1 �1 N. I z 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A -`� co % /' A' 0 1 X i ' oD % % ' �/ 1 N/ c� ' 'J �� O -` N + �' , �' HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD AND REPLACE co / , w �' �, / , ��i 1' r / , ; i r / � Ira o --I o , o� �O /� , , , 1 , , 2 , , , x J ! ( 1 ,1 m v rn WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. co O r- T CO, , r 1 / , r -co/ , / I Ir. \�� c`'� / .��/ /� 40 X 10 S.A.S. WTH 4 i I- m I Cl7 i t i / / J I 1 / �- / / / PRECAST LEASHING o \x y i ' 1' ' ' I ( i C;�,' >i i ' �) i / ,' X �, Y 1 rn 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 ` (� C O , I , 1r r ! if / , , CHAMBERS/ SEE PLAN dt , o �' = _ OF COVER. (-r11 / ' �� PROFILE YOUT DETAIL / / i // ;� l -r I 0 , i i i , BELOW % / ,� ` , / f , X / / i 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER TP #2 (4/30/04) / f BREAK aJf DISPOSALS. `\ X,' N., /SEE NOT HERE-ON ,' ,l' / �' .� I�� x �.'' % '' ,•'/ �/A' \ ` i i i % PRQPOSED �� ,/ I / % ,'X 0� 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND p0 ` ' ' ,SPA / �/ / / / UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS r �' �' P�0 ' �� ' ' i '1 PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXISTING �' /,• /x ,' X �� �� ,� my '/ / �,z / c� t UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN N Z J �� �� \_X,, • �• / , / ,� M/ i i rn I d a?.� ,' (,V C;I , IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN ,,-'� _ �� x / / ,/ , , ' ' z/' m °' HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY Q � ` i / , ' ,•►' / /PROMOS D / 1- c� I i oD `�.___.� , ' ' ' o � I rn� RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY �Xi'-' t ,` I(OOL,' 4i 2�,MN / '' '� �' I m r' %m % (� CC o > RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY 4CA ;___--1 , , , , , ? I I n . i 2�j` rn - � rn THE CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES _ cD. 0ROPQSED�J AWN,/& , / ,' i ; / ,/ ,' �' i / / I C,i Q -!I -- -- = o - f N ,- EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION THE LAND5eAPE,/ �' ;` /' ,' ,' 2 17 LF/4r Pv ' / ^l i 1� J 'j c o � z CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE / '� a rn , -' `� -' -- �� / / /��,� '' 1/ 410 � Mi _ = : :•: •. co rn REDESIGN. ,' �/ I d Q -� ' ALES AND 11�1-= -v-::_. : '/ I �� Gi SILT PLACFENCEBAS LIMIT OF Z -T1 G7 O ; �, /' , ::-0) C� �. :: :c� : �I' woRK uNE �� i - 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. 2p B.LF 2 PVC �O�r M/ -&.Uj J� _ 7C;: �� / - `v I r- FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY X /-,� X / p ,FORCE MAIN / w ��/N ::1a '�•►1 n1-� n TOPSOIL, SEED AND i- (0 COMPANY. iW i y -: GJ:::.:_. MULCH SOIL LOGS _.DATE � 8/30/04 _,,a' x/� ,' Vie, -� Q -20 LF �' p _ /' ,' , . . . . . . ... �, -�b` S=1.09C " , .. PUMP SPECIFICATION _ .: ,, V ,/ , � , :.. ' -• ._� i c.r PUMP SEPTIC TANK , � � S BARNSTABLE _ x � W / ,' / AND REMOVE EXISTING (S` C`�, PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND SOIL EVALUATOR: LEACHING AREA REQUIREMENTS ,T� ,-' �� W .- f ,' 1 r 1 + BOARD OF HEALTH AGENT: �o ,,` / r�ROp 1� I SEPTIC SYSTEM. ` h> CONTROLS SHALL BE PROVIDED IN ACCORDANCE WfTH ALL NITROGEN LOADING LIMITATION: 330 GPD AC BARNSTABLE GP OVERLAY DISTRICT 0) 7 / O v �' THE PLAN INFORMATION AND SPECIFICATIONS HEREIN. LISA LYONS, RS DAVID STANTON, RS / ( ) -' , �. -' -'1` �1! I r,40�T1 SED I ► I �. ' W i• + ' L/ EXISTING STRUCTURES TO THE PUMPS SWELL BE RATED TO DELIVER LAKE HOUSE: 4 BEDROOMS x 110 = 440 GPD ' 0 h:'F, / ON o , 1 N TEST PIT 1 TEST PIT 2 ,-' C� ,-' �0 1 1 ! �, BE RENOVATED PER 1-- 1U EEEI do MAIN HOUSE (SYSTEM DESIGNED BY OTHERS): 5 BEDROOMS x 110 = 550 GPD3' �- GPM O A TOTAL DYNAMIC HEAD of /' . / �' .' .' . 46 ,�. , ;2 , , 1 `X. ARCHITECTURAL PLANS CAPABLE OF PASSING 1-1/4r DIA SOLIDS. ON G.S.E. = 79.5t " G.S.E. = 64.5t - .1 4 ) t TOTAL Flow - 990 GPD C� �T - v tv w r ' ' ,' /' X THE PUMP SYSTEM SHALL LL BE THE HYDROMATiC SUBMERSIBLE Z f- (- / �' �\ n SEWAGE PUMP MODEL S3SD-1150 RPM 3 4 HP/1 10YR 3 3 ' LOAMY SAND A ; 10YR 313 ; LOAMY SANG © C / '' / '' ,/ , \` X N PHASE 230 VOLT OR EQUAL THE PUMPING SYSTEM TO BE A / / ACTUAL LOADING _ 990 GPD = 145 GPD/AC < 330GPD REQUIRED N - D c�' " " 6.52 AC i N z O / 'n C PROVIDED AS A COMPLETE SIMPLEXING PACKAGE, TO INCLUDE �. �+ '-� /, /� �/ ��,' /' / ' /� / X N THE HYDROMATIC HYDR-O-GUIDE RAIL SYSTEM, FOR A cn' ,' / / , / CONCRETE PUMP CHAMBER OR EQUAL PER MANUFACTURERS B ; 10YR 5/6 ; LOAMY SAND B ; 10YR 5/6 ; LOAMY SAND RESIDENTIAL: 4 BEDROOMS �,i -'' ''� G) n / ,N ,,i �O �� / SPECIFICATIONS (INCLUDING BUT NOT LIMITED TO: 'WATERTIGHT / 3 - DfBEDROOM / �' > f.'' m � � ' � (Tl � , / � / � / ACCESS HATCH, GUIDRAILS.�DISCHARGE ELBOW ASSIEMBLY, X 110 GP C , �� O , , , , , , r VALVES, LIFTING CHAINS, MOUNTING BRACKETS, FLOATS do 28" ELEV 77.2 29" ELEV 62.1 TOTAL DESIGN FLOW = 440 GPD '' /' �� - y- �,�� �ImoI .' ` /'� /� / rn PIPING). A HYDROMATiC Q-PANEL OR EQUAL SHALL BE • GARBAGE GRINDER (NOT INCLUDED) = N/A ,�' ,/ z,(`- J ' �� / / / , / PROVIDED FOR INTERIOR BUILDING MOUNTING MEETING THE C1 ; 2.5Y 5/6 LOAMY SAND , ' q D ' /X ,< ,' ,' �/� ,'' ,� ,� ' i' / �/ -- \ SPCCtFiCATKNNS PROVIDED WITHIN THESE PLANS. RATE= <2 MIN/IN PERC RATE = <2 MIN. f INCH (CLASS 1) '' �.� z > �,� n ,,' �� 0�,,' // C, C� �j �/. / �� \ CLASS I SOIL " ' ' ' ' hl ' �/ i C, B , -T-! rl CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER 41 (ELEV 61.1) LiAR 0.74 GPD/S.F. ' ` / �� �,,�' �- N ' �, / D , / X DATA//SPECIFICATIONS FOR SELECTED PUMP AND SIMPLEXING MIN. LEACHING AREA OF S.A.S. REQUIRED: /'' ,�� .'� OY�� ,/ ' C S`�H SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL co C ; 2.5Y 5/6 ; MEDIUM SAND 440 GPD/ 0.74 GPD/S.F. = 594.6 S.F. MIN. / ' / TREE LINE FROM / Q � OPERATION AM MAI RATE= <2 MIN/IN , U} // E L E V. =5 i . 0 8 � z PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TITLE V CLASS I SOIL PROPOSED SYSTEM: ,' o�' ,, ,�' ,�' , '� O -S� � BARNSTABLE GIS �7 c� 40 x10 LEACHING CHAMBER SYSTEM WITH 4 N 500 GALLON / i / ENVIRONMENTAL CODE FOR PROPER OPERATION AND IN fTl �,� `s MODIFIED BY FIELD z ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS PRECAST LEACHING CHAMBER UNITS AND STONE (SEE DETAILS HERE-ON) % i'' ,' / �' �' J / a U} D AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE C2 ; 2.5Y 6/4 ; MEDUIM SAN 1/ , ,' ,/ �� �,, OBSERVATION TUPELO TREES C -I z SUBMITTED TO THE LOCAL BOARD OF HEALTH. SIDEWALL AREA (40 + 10)2 x 2 DEPTH = 2CO SF 1 / �� / / / / z o NO WATER ENCOUNTERED " ( ) BOTTOM AREA = 4�0 SF ,� /�IX /� ,' ,'' �' O ,'' Q CU SITE LOCATION 132 ELEV 53.5 (�-�-�-) TOTAL EFFECTIVE LEACHING AREA = co 600 SF ,' �' ,' o X ,' I D r rn _ 354 Mastic Drive SYSTEM DESIGN CAPACITY = 600 SF x 0.74 GPD/SF = 444 GPD ' r fi ; /� ,,' ,/ � � r � 1 � -� � D NO WATER ENCOUNTERED SEPTIC TANK SIZING: 440 GPD x 200% = 880 GAL - �"' • �'--- - / '' r / ,x / O r-) _ Marstons assachusetts USE 1500 GALLON TANK MIN. Z Q Mills,! PREPARED FOR TYPICAL SYSTEM PROFILE WATERTIGHT MANHOLE FOIE AND 3k - , • ._ . z Edward D. and Anne G. Herrick 4 PRECAST CHAMBERS (FOR NSPECTTON PORT) DOUBLE WASHED STONE 4• 8 6 Nor TO 8CALE -I 20• DIAL- _� r�J TITLE r NOTES: •.�.' RASE , TO wrrHlN 6 3. :; .. •:= z13 _�> Septic System Design Plan FINISHED FLOOR EL = st.43OF , GTZ►DE ,� SflowN wTrtl 1. MATERIALS ARE NOT DESIGNED TO MEET H-20 2r ®�® ® oO WATER TIGHT RISERS a: COVERS LOADING REQUIREMENTS. 5' 4.8' 10' ,uY _ �r -.: �. . , , „ 3" ® ® ® ® fake House 24 DiA OPENING FLOW 10 EXtSTWG GRADE = 59.5 RASE COMER TO FINISHED y , ti ®�®®� 'Y ;L�s��•"� : ® ® ® ® ® ® ® N GRADE WITH WATER TKK;tiiT '�•r? ',�...j;6.11iA3jFp;311E ;. 0 24' j`.] Via:•,,:, �;; ci :�.. :..i •:i Z RISERS O COVER1. DEPTH "L: Si'--_= ': s. -'t1'•r' "'r;�«�.es GROIN AT �� 2.6' 4.8' 2.6' T-f BAXTER NYE ENGINEERING & SURVEYING CC WATERTIGHT n DISCHARGE PIPE PLAN OF SOIL ABSORB11ON SYSTEM WITH 10 rAAac = 611 V Registered Professional 500 GALLON PRECAST LEACHING CHAMBERS Ia salrE CONCRETE LEACHING CHAMBER SYSTEM DETAIL NSTALL NEVN--57A .. No SCALE Engineers and Land Surveyors D 4' SCH 40 PVC Lam' �A A L- 20' s=t.ox s _ ::;•. -:!..+s:.+- :.. 2'SCH 80 PVC FORCOMN (NO SAGS- PROVIDE POSITIVE 78 North Street-3rd Floor,Hyannis,Massachusetts 0 - .,:.� ..•, .u• t `, Nv-56.75 SET 1 INSPECTION COVER TO WITHIN 6 OF GRADE Y �F �l \ 4' SCH 40 PVC " •~2• GATE VAL SHAPE BACK TO PUMP CHAMBER FOR DRAINACK) WITH WATER TIGHT RISERS d: COVER '� MATTHi:W (THROTTLING) Phone- (508) 771-7502 Fax - (508) 771-7622J"IF � n INV N - 57.35 10• mm. 684 DAIS - 24HR STORAGE HIGFIWATER ALARM EL�55.17 SET MANHOLE FRAME d: COVER TO WITHIN 6' OF GRADE Fi D GRADE OVER TEACHING = 62 TO 83t W. m . • RISERS & COVERS SHALL BE WA1T7ijiGtlT :; , . •y v - W OUT�57.10 2 OF DOUBLE s s - 187 GALS LEAD PUMP ON EL-54.67 WASHED PEA STONE TOP OF CONC. 20 0 20 40 lit INV OUT = 57.55 p� i/8 WEEP HOLE 187 GALS. PUMPS OFF a=54.17 FINISHED GRADE OVER D. BOX - 62S 9r Cover ll _ CONTRACTOR TO 4-r HOLES S 'r CHEac VALVE ,: 374 GALS. 3s" C max Cover CHAMBER EL 60.0 � LOW WATER ALARM EL-63.17 TOP OF PEA (max) CONNECTION PER SCALE IN FEET VERIFY IN FIELD TO REINFORCED CONCRETE GAS BAFFLE F1TOP OF D-BOX E1-60.9 STONE, E1�0.0 1.0 CONCRETE MANUFACTURER p y ENSURE INVERT WILL WORK WITH BAFFLE 187 Gas EL-s2.67 SCALE. = 2O wvly _ LEACHING CHAMBERS RECOMME►roATiON DATE: 04/25/06 EXISTING BUILDING PLUMBING AS :w ,, , . � , p l :r REQUIRED PRIOR TO STARTING - - �r .�. __._•: _ . a T�• ,. � •-: .. FIRST 2' BE LEVEL) 4 DIA. PVC *•-''-• :Ri`-'`r. �:.'r . D ANY WORK. IF INVERT DIFFERS TWO-COMPARTMENT500 GALLON STONE BASE 2• 13 LF 4' SCH. 40 PVC O 1.27x 24" CONTACT THE ENGINEER IMMEDIATELY SEPTIC TANK SEPTIC TANK GREATER THAN 1 DAY 2• SCH 80 RNV D FOR POSSIBLE REDESIGN. STORAGE PROVIDED ABOVE 6' SUMP OUT-M 36 i ROTONDO ST5X10-5 - OR EQUAL ROTONDO ST5XiO-5 - OR EQUAL HIGH WATER ALARM 654 GAL > 440 GAL (DESIGN FLAW) INLET TEE TO 1• .• ' . EL 57.17 Cm3 TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE - • - SEPTIC TAW TO BE INSPECTED O CLEANED ANNUALLY SEP111: TANK TO BE INSPECTED O CLEANED ANNUALLY ABOVE OUTLET ELEVATION •�. __ --VIP :.: 5' MIN (1ST COMPARTMENT GREATER THAN OR EQUAL In 880 GAL.) APROVIDE ND DRAWBACK DOSES NO. BY DATE REMARKS INV. N = 59.17 (2ND COMPARTMENT GREATER THAN OR EQUAL TO 440 GAL) SHED DISTRIBUTION BOX No Groundwater Observed O Elev. 5217 DRAWN BY: M ESIGNED CH CKED BY: E (HAWING NUMBER 1. 1 PUMP REQUIRPUMP NOTES ED SIMPLEx ROTONDO DB-9 OR EQUAL CONCRETE LEACHING CHAMBER SYSTEM 0: 2004 2004-114 CIVIL PLO 2004-1 i4SP-LH2.dw 2. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP. TO BE INSTALLED ON A LEVEL STABLE BASE i 3. 1 AUDIO AND 1 VISUAL.ALARM REQURRED. 2 OUTLETS REQUIRED ACMETO BE NST ON A STABLE�BA�SE EQUAL ZV 4. MOUNT ALARMS ON BUILDING NTER10R. 2004-1 14 y J Ua ' sti rY ' ` • e 1\ GENERAL NOTES x 6 7. 9 4 - -1 x \ \ 1C=L 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS �� 1 __Jt \\ .� ,_j, . \\ \\ �k \ r AT LOCUS PROPERTIES. x \ � "^n = Z) LOCUS PROPERTY IS COMPRISED OF: \_ ` � 6 W \ �, _ �o � I � ASSESSORS MAP 080 PARCEL 008 PLAN BOOK 482 PAGE 15 \ • � -\ � �t`� \ ••T•I DEED BOOK 19450 PAGES 84 85 x SITE r. ,, i 1 `. \ \\ \\ O. OWNER: RUN POND FARM NOMINEE TRUST EDWARD D. AND ANNE G. HERRICK, TRUSTEES \ \ \ > ) 310 NORTH BAY ROAD #2044 01 OSTERWLLE, MA 02655 Yr PHONE 508) 428-8624 3.) THE PROPERTY,UNE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE • -0 F o jy o . 1 1 \ \ \ \ \ \ 11C x ` ` 69 �o J � \ RECORD..INFORMATION CONSISTING OF PLANS AND DEEDS. E , a . t t \ • \\ \ \ \ ` � �.� -_ � r C � \ ED FROM AN ON TH THE EXISTING FEATURES SHOWN HEREON WERE OBTAIN rn , \\\ x\\ \ \ \ ` \ ', ! �F GROUND FIELD• SURVEY PERFORMED BY BAXTER, NYE & HOLMGREN, INC. J�3MAY <, PLAN REFERENCES: i i \\ ``` N `t J \\\ '\ '\ /UPI r \1 12� PLAN BOOK 174 PAGE 155 / PLAN BOOK 482 PAGE 15 ..: �� \\ �` PLAN BOOK 309 PAGE 68 ' � Ir 1 I �-I' � PLAN BOOK 203 PAGE 53 / � ONE ,.. , ` � 1 4.) A TITLE SEARCH WAS NOT DONE FOR THIS.SITE; SHOULD \ \ o5 BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. LOCUS MAP scale: 'I - 2000 X 5.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED / \ \ ` 1 . U I *TITLE 5 UPGRADE PLAN OF 354 MISTIC AVENUE* N� ;" _ BY DOWN CAPE ENGINEERING, INC. 1' } 939 MAIN ST YARMOUTH, MA. 02675 .% �' 't 1` I DATED OCTOBER 22, 2004 If it �1 1 1 0' \\ `� ��� 1 / / , • 1` ELEVATION: 51.08' (APPROXIMATE NGVD) , 1 \`� �'`� x (� Z� °mot+ / ,' 1 / / 1 a' t �`• (`�- 6.) ZONING INFORMATION r N N 1 \ �` � --_J \� - ��, � ' r x I � � � 'ZONING DISTRICTS: RF I � .X.. \ . - ` `\. ' ``\ � `. �..`\. � .`` � '� 1�' g�'I Ir /' /• / _I IT•I 1 -"` - OVERLAY DISTRICTS: GP GROUNDWATER PROTECTION J�� O x i •` RPOD RESOURCE PROTECTION OVERLAY DISTRICT 8 30 - _ ``\ �. .0 \ i r r / / f - CO I I MINIMUM CURRENT ZONING REQUIREMENTS \y - - r Z C�/ - I� 1 0 00 MINIMUM LOT AREA: 2 ACRES (RPOD) 8(� _J / i �`� =- _J � \ ► y \/ ��� ,f j i ' /-', '' i G) G� .Oz kl ; MINIMUM FRONTAGE 150' \ c x �y J �� l\ I` ; �i / j // • �t� Di-rn�� C� I Cr! MINIMUM WIDTH: N/A CC) 7 ` ` C� CS MAXIMUM BUILDING HEIGHT: 30' �7 I `: / �. vl`I // o /, l \ \ / \ / , MAXIMUM LOT COVERAGE NIA f CIO / / ��. „� v7 ti 1 i / \ / V / \ r r t T� O GP IMPERVIOUS COVERAGE: MAX. OF 2500 SF OR 15X OF LOT AREA ! / -- ,+ G,Q •. '� � ; ,i , /x, J , r- '�I I OR 50% OF LOT AREA IF ALL RUNOFF IS RECHARGED ON SITE _ ,/ / ,'� , r�l t (,, MINIMUM AREA TO BE LEFT IN NATURAL STATE 30X 354 MISTIC DRIVE-ZO46 AC ,''-- / l' ���_� `\�� ��� ' i I ' , �'' ' i r� I coo FRONT YARD SETBACK - 30' SIDE & REAR YARD SETBACK = 15' SEPTIC DESIGN PER PLRN ENTITLED I � / R CP ,I r , 1 �,� i /' W lr O % / �'� 7.) COMMUNITY PANEL NUMBER 250001 0015 C "TITLE 5 UPGRADE PLAN OF 354 MISTIC AVENUE J r ` / / �� , , ` �� 1 , � �013 / ! / IN THE TOWN ,6F ((MARSTONS MILLS)) BBARNSII'JJ�4IBLE* O r ' ' `` 1 ' ' -' ' z 1 Cr� , PREPARED FOR BORTOIorn coNSTRUC110N/M�'kIENRY `\ ; / / --- -�,�1 -- �� t- -_ 1- — — �� �' �' / o l II 11� I THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B AND C. C o 1 BY DOWN CAPE ENGNEERING, INC.. REV 02-2005 ` , / p �' '' i (__\ I t �_ oco'3 / , / / O�/ ITl r r ,3— ? , oa/�� `��— 3 � a_} x/3, / , , , , , / 8.) ENVIRONMENTAL INFORMATION: j cA t, rt- - - - -�- w6 �� ! J' I/^"�I 0 * SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). �' 0 co mSITE APPEARS TO BE IN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER t !' X ' �� ` 1 ', r , , �' 1 r*t ! / r r NHESP MAP JUNE 2003 ESTIMATED HABITATS OF RARE WILDUFE / x I o \ ��' .�� `` ' r �� I I,l I } ; I � D O FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).* / Poop ! \ 1 ; 1 r r r r / / ' 1 I in II I , , 0 \ 1 I Ix J r t t (o l ,/ x % X i 1-n r ti I CS 000 •DTBo // a , 1 J , rn / / _ SITE DOES NOT CONTAIN A*CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 , c� 1 I�•n ! ca C / ! ! I 1�„ Z *CERTIFIED VERNAL POOLS. X \ '' �' a' i ti Q �, X I I r `}� ! , f /� ! l J f 0 ! I ,� r } D 4cq a� , ; rr / r 1 x ,' c� / / !, ! ! , a c r' / o / / ''" j -�I m SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP JUNE 2003 ' -n o ! j / ( r r r l ! , rnO r' x / / r I co > PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER SS R eqp `� c -x r y ti , , ; � � THE MASSACHUSETTS ENDANGERED SPECIES ACT REGULATIONS (321 CMR10) ! ` 63 F I'F X �� `C! y : / r t r r , r ( ` / / r /--I / ! -i r cfl , !,' Y - fn • SITE IS WITH IN,A STATE APPROVED ZONE II GROUND WATER RECHARGE / ! / ,: . ! - �' 1 -r I _ PROTECTION AREA , / r r t f ! n/ D DDT — r �i I/ ,'� A O� (/) ' x11 CD 9. .UTILITY INFORMATION SHOWN HEREIN: ! ,/ ! / ! / / N►�E f�l ! ! ✓ i LOCATION-OF 1 WDERGROUND UT! ARE-APPROXIMATE J `. ,• // ,'�o / / •r� , ! /- !� O I I CITIES_ AND MUST cfl X 4 � / , , / / . \N r C� !D BE VERIFlED IN FIELD BY THE CONTRACTOR AND APPROPRIA E UnLUTY COi�il-ririMES i a / , l / x ,/ /. / 0 PROPOSED =�/. I PRIOR TO ANY CONSTRUCTION. / x 1 �, , QpP / . ! �! SPA x , -$- 1 yy �� APPROXIMATE SEPTIC INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE - ' ,• , / _, / ,� - /1 - BOARD OF HEAJTH •A�-BUILT' CARDS, RECEIVED 4 NE� 17, 2004. DATE OF AS cD , /1 �' /' ! / rn ,' x , ,i X __ I/. ,i �,1..1 �/ I� - I,� � BUILT' FOR 370 MISTIC DRIVE BY J. CRAIG MEDEIROS AND SON 4/24/87. _- •� `- / DATE OF AS BUILT' CARD FOR 354 MISTIC DRIVE, 6/5/84 BY ALFRED FRIELLER, -- -00 X ! , PROOOS p�! (- MARSTONS MILLS. J / ! / !Plbo [w ! Y ►� / N Ca O D CD NOTE *FL INDICATES FlELD LOCATED. •2Woo ,' ' ' • ' ' l I I cv n , 6 m Z m • WATER MAIN INFORMATION OBTAINED FROM THE TOWN OF 13ARNSTA13L.E WATER - `/ /'/ •/, `` ` -_-- _ C��' OROPQSED/�.�111`I,/� / / I !! r rr , /, 2 / // // ! / / I// /� i' // , / I �TI (COMM) / I �'' Q� < - r_ DEPT. FROM SERVICE CARD DATED 12110193 FOR 345 MISTIC DRIVE N /CAND,SCAPE,/ % �o % ,`T /� / ,' i i �/ _ / �/ !� �� ' D O D Z •EXISTING WELL AND PERC LEST PIT LOCATIONS PER PLAN BY DOWN CAPE ENGINEERING TiiLED ,- _ - '� J , - '' ��' l �• ,� / ! ! % % % ,' , ✓ `'� _ , I , F 0 *TITLE 5 UPGRADE PLAN OF 354 MISTIC AVEUNE IN THE TOWN OF (MARSTONS MII1.S) -' �8-�"�',•- L- �\, , I „' v, ;' ; ; /,i : �:_ o: I ;! BARNSTABLE', PREPARED FOR O TOLOT17 CONSTRUCTION/MIcHENRY C,1, I �G'� m REVISED: A, RE,3-02-05 BY ARNE H. 0141E, P.L.S.` •APPROXIMATE EXfSi1NG SEPTIC LOCATION FOR THE BEACH HOUSE IS TAKEN FROM X _ '"` /' x / , X / / > > :-:. I -r► PRELIMINARY PLAN TITLED 'TITLE 5 UPGRADE FLAN OF 354 MISIX AVENUE* A t / ,'c ,/ ,,' X/ ! r U, = I r'I �° BY DOWN CAPE ENGINEERING INC. 939 MAIN ST YARMOUTH MA. 02675 DATED v o D D Z � Ul `� `/ rn / . c,�/ r 1 - =: I I rr C OCTOBER 22, 2004 60 ----------- -9-C- O r- -5 n / , / ` �/ / ' ) 1 / Jr ' � 23 0- -----------_ --' 0 m n �'fC ' �,�' �� �{' . . . 46 �4 / i/ / w SITE LOCATION ■ ■ _ ) l � x -------------- -- ---- D p-/ Z �'� n' '� /' /' / / / �/ N r 354 Mist�c Dave cn > z ,- ,/ -- .- 00 Q� ,C10 , ' - , /Co / / \ Z W Marstons Mills, Massachusetts ---------_ - __ X - Q _ -�,� r- o�,/ 1a / H- ,� y� / / o� / / / _ PREPARED MR --�_ 01111011 I o C11 .-� D g� .-►�� o i II vo s Edward D. and Anne G. Herrick 1 / / , // ,�C n /' ,' (S / ��'� / / / /' , , , �' J L. T1 TITLE m ' II o ,' ,,-, -� D �X �, Y, �,� �, , ,' Site Plan _ \ \ -/'`�' � O _ r0 z,j /! i ,/ i// �,/ /V//I' Z W ' ✓ , ,' ,' i V ,/ J �Gj X 71 -�,� '- 1-11 o arrI -,-� z BAXTER NYE ENGINEERING & SURVEYING _� ,\\� \ I / f NO � '' O � -'� �', /' CD 7/� < ITT � r C � � �, D Registered Professional a • _.. . \ -,\\ I'' r, i ,, ,, ,� (,� cs► T r,-, ,� t(IJI� \ o Engineers and Land Surveyors '1 -�..i • 1 1 7c 7 I ! r ) J X ,' /� /' / ,r' 1J /' ,'/ ,'' / w r O _.I —� I� N I r r r r - - �' z -< r�T _n _ O 78 North Street- 3rd Floor Hyannis Massachusetts 02601, ' i 1 ..r, i �\• � _- , , 11 r / , / /,/ ',/' /// /,/ //, /, ,/ /O ''' /` Z _ /� C -I � .. OF�A 1 �' I �'' • ----�_ o X �' c� o m C D Phone - 508 771-7502 Fax - 508 771-7622 / -,} MATTHEW 1 N 1 ( t \ \ O r -T •r , l r I r / ,/ . / r / , FrI — 00 z D l ( /a` S 1 ( I \` `\ `\ i , i i l• �� - �---• _. r r ,/ .'� ,/' G'1.'� � / 1 x / r � � O co N 1 ` \ ` ` ' r ! ,' r r ,' 7"" 1-- • , —•. . f i i r U' = D (- 20 0 20 40 N c� t \ `� \ `\ �� 1 i r , r ! r ! �. "'�� Z6Q, r , rl n� / � -{ M mmmmmmmmmmmmmmmmmi < 0 \ `� \ \ \ \\ r' tr i ,I r r t/ ,/' FRQ � _OFFER r ,r �� m O 9 A �Q 1 l / + r r r / EDGE -�,' ! , /� m (� SCALE IN FEET X ! 1 , r r r r / / QF , t w , 1 VG ► O SCALE: 1 - 20 a I�J4/12/06 r r I /� 0 SPHI d CJl / / • .J/ - / •• ...-,.p. r.. /.'' /''//.' 'r/ „ / /i' ..//-/ _ _ Imo-_ \` /' ' / / / /''' /�' O X J �_ ' / /' J �-• -i•.i•� /yam/' •//. / / / - _ ` `/ /' / / , /'' /i-�/ //U} O ^� - / z N0. BY DATE REMARKS U DRAWN DESIGNED BY: CHECK MWE^ _ DRAWING NUMBER / vJ / - -- `•" - _ � •r'�af %' /-'" -'"-/ ,' N / O� , //> _ - 0•\2004\04 114\CML\PLOT\2004 114PP.dwg � o --_` --- -_-----------_ - - - - -'�- ---_ — _ � �•,� `�' -.../// J'' • - • '�UFFER 2004 114 tDrzp- oa8' i I i I II I � I I GENERAL NOTES : o Z . 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS AT LOCUS PROPERTIES. b. 2.) LOCUS PROPERTY IS COMPRISED OF: R ASSESSORS MAP 080 PARCEL 008 PLAN BOOK 482 PAGE 15 DEED BOOK 19450 PAGES 84-85 OWNER: RUN POND FARM NOMINEE TRUST amuin •* J'�;4 v F IRM EDWARD D. AND ANNE G. HERRICK, TRUSTEES ,�1 , ��•�'� � i;_�N-, • 1'r � ;~ 71WE LINE�„t eAMsrAelE as _ 310 NORTH BAY ROAD #2044 MoolFlm BY RM 33 80STMIG sAM BEACH LLE MA 02655 I nn EDGE OF WATER OBSERVATION • , {C . a O o� Ala I • PHONE (508) 428-8624 1S ' FROM BARNSTABLE GiS �A 1 ,e`qa! a • g9' "• :N/F-BARNSTABLE ,CONSERVATION N 3. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE Q l/ � ),.��a •` \ - �QJ �� ,a �J N ��9�N FOUNDATION, INC. ) RECORD INFORMATION CONSISTING OF WLFa w PLANS AND DEEDS. a, a THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE . MIDDLE POND . ' E . : "gyp '" i M GROUND FIELD SURVEY PERFORMED BY BAXTER, NYE & HOLMGREN, INC. • , ,tJ�-! N 78'33 55 UFO" ^ .w WuR � °�°�°> N MAY 23, 2005. "' F0FdM .Y RUN POND gg.3 wlFp 1� Y .. ' Z p �° w o PLAN REFERENCES: ' ` 2 m PLAN BOOK 174 PAS,+ 155 / PLAN BOOK 482 PAGE 15 "LF-0'110 a 0 z PLAN BOOK 203 PACE 53 / PLAN BOOK 309 PAGE 68 1 y -�+w-+� 52• M FND a 4.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE, SHOULD ONE wIF-Nw-1 BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. LOCUS MAP Scale: 1 u = ZOOO' �' ' S.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED "TITLE 5 UPGRADE MIF—HW-14 WLF—HW-13 3• • � _��E� E PLAN OF 354 MISTIC AVENUE" BY DOWN CAPE ENGINEERING, INC. 939 MAIN ST / N . '- °pasnNo.sEPrc S D OCTOBER 2 , 2004. ELEVATION. -Nw-1s mar- �-�f�.-� -- 1. YARMOUTH, MA 02675, DATE 2 NjE9 , 0. o ei• 51.08' (APPROXIMATE NGVD) 00 cols ,. Or 3?• i E)asnNc TO BE CONVERTED _ t ��,1G'Pp �•F 6.) ZONING INFORMATION NMi-14 Z EI�� TO IRRIGA ON WELL o�`'� �C � Sal ��� ' •. •��"Ei!bC� LNG S � B FND �j�l� �RIVE�^ ,�_.. s _ -...`__. 4 ?>>e � ��3�, ZONING DISTRICT: RF -� / —t v g f � � /� !' �� -.. ._ - ,:: •. OVERLAY DISTRICTS. D PROTECTION •� GP GROUNDWATER ROTECTIO � F RPOD RESOURCE PROTECTION OVERLAY DISTRICT �•Epc� � ' __--b� _.._._� -� d `'� �. \�,. MINIMUM CURRENT ZONING REQUIREMENTS �i �9 Ste• MINIMUM LOT AREA: 2 ACRES (RPOD) �EROm vild _ MINIMUM FRONTAGE: 150' /�,�,/ ,-'' 1 �-_,•.`- '.... - - - a ;._. ' . x � .�e, MINIMUM WIDTH: N/A 00 MAXIMUM BUILDING HEIGHT 30 \ left \". 'fir MAXIMUM LOT COVERAGE: N/A w _ \. - GP IMPERVIOUS CO/ g �_ 3 VERAGE: MAX. OF 2500 SF OR 15% OF LOT AREA D / g _ Vm / OR 50% OF LOT AREA IF ALL RUNOFF IS RECHARGED ON SITE � � � 4 BEST - : , TfREE LINE tTtOM RB FND / r ^ 482 PAGE- �t s3 MINIMUM AREA TO BE LEFT IN NATURAL STATE 301354 MISTIC DRIVE-2.046 AC f, �ED x WOOIFlED BY FIELD ' , $ ` 11807t ACRES` FRONT YARD SETBACK = 30 SIDE & REAR YARD SETBACK = 15 (OBSERVATION z _ ••MISTIC'DRIVE .• PLAN`.BOOK 482 ?AGE 15 7.) COMMUNITY PANEL NUMBER 250001 0015 C 7s• - 5.215f ACRES THE�, / / I 3 s, INSURANCEFLOOD RATE MAP DEFINES THIS AREA AS ZONES B AND C. / ,. I -, •< 8.) ENVIRONMENTAL INFORMATION: Cq 0 g N/F TOWN OF BARNSTABLE ({' k I Yi 3 W I 1 / .YYY11 #y • S17E IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE APPEARS TO BE IN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER /� r. .-. �.: \ ', ; rorAL PA RCg AREA s �3 NHESP MAP JUNE 2003 ESTIMATED HABITATS OF RARE WILDLIFE " r mow' /L,/ 1 ;a p (INCLUDING,UPLANO 6, `� sr s ' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). y� AND WETLAND) Q ° ' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 p " / / �� / s/i 6 • 6.822f ACRES' 2 . , �/ � I "CERTIFIED VERNAL POOLS to �l _ v SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP JUNE 2003 I\tx•� ���iG ^�C � IP FND ;rF �v, :m .�. \ ' s .I � j .► �A ,'� � �`� _ �f � ' ' � ! ' '�� � � � � ��� -fig, "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER i x+7 i ¢/ 5 / 1i ! - r, emu° i :M �c.?�1 ,i`�`f-� Q I �S 000, ti % ,Ns' W►TTHEW �y�; THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) • SITE IS WITH IN 'A SLATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA < t z , N 84'48' - 9.) UTILITY INFORMATION SHOWN HEREIN: � W BRB FND �,� �'� �I � _ y-� 0 ' / 1 a; `,+ � 4V,/ ,- . - ._ _ `',� ' ; : � a � �`;��_��' �' • 100.00 \ 13 • • 'r.f / �..: �, LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST / .� , _ BE VERIFIED 1N FIELD BY k r THE CONTRACTOR AND APPROPRIATE UTILITY COMPANIES 8� - �� - . . • � ; y _ _.. � •< PRIOR TO ANY CONSTRUCTION. jy / � / _ !' � ^ ' .:-,.r � , '� p .•r •.,' / 1, �1 ', ;:i ..�.- - •:, { ` , , � - ; + , 1 • APPROXIMATE SEPTIC INFORMATION OBTAINED FROM THE TOWN OF 13ARNSTABLE OARD OF HEALTH 'AS-BUILT' CARDS, RECEIVEDJUNE 17, 2004. DATE OF 'AS BUILT' FOR 370 MISTIC DRIVE BY J. CRAIG MEDEIROS AND SON 4 24 87. / N/F KEVIN F. & / ;i �. IF �BY 00NIFR R£1tM I o LEGEND ABBREVIATIONS / / / / _ �.Ela' - \ \ / WIN ENOMM FOR POSSOLE R1IMEM:a: w � DATE OF AS BUILT CARD FOR 354 MISTIC DRIVE, 6/5/84 BY ALFRED FRIELLER, LEONA F. KAVANAGH ' ` ,MAIM HOUK Oo�rE7cnoN / PLAN BOOK 174 PAGE 155 / _ �� 1 I y MARSTONS MILLS. I 370 Mlsn p c DRIVE / �P'�/ \ ' / ® ORO INDICATES FIELD LOCATED. U ' ,� • TP (8/30/04) `- -. ,� - 3 `�^ = UTILITY POLE/GUY WIRE NOTE. N/F INDIAN LAKES ESTATES / _ d„a+a°" / sE>: NOTE °,aN sNEEr C-1 _ - = WATER MAIN INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE WATER OWNERS ASSOCIATION INC. / < < Q . �1 - �J — _ �- WATER GATE/SHUT-OFF DEPT. (COMM) FROM SERVICE CARD DATED 12/10/93 FOR 345 MISTIC DRIVE. 390 MISTIC DRIVE / w ��,� { z,,;.•*{. ® CATCH BASIN h r • EXISTING GAS LINE LOCATION INFORMATION WAS OBTAINED FROM KEYSPAN ON / _ DRAIN `MANHOLE JUNE 23 2004 m '. ' y sQ — SEWER MANHOLE ' m Y d • �� s! ,� s j _ ERC TEST PIT LOCATIONS PER PLAN BY DOWN CAPE ENGINEERING TITLED /• rM- g 1 ® — ELECTRIC MANHOLE EXISTING WELL AND P _ "TITLE 5 UPGRADE PLAN OF 354 MISTIC AVEUNE IN THE TOWN OF (MARSTONS MILLS) / •- n © TELEPHONE MANHOLE / Z w1,5 ;;:. O = MANHOLE BARNSTABLE", PREPARED FOR BORTOLOTTI CONSTRUCTION/McHENRY / _ REVISED. 3-02-05 BY ARNE H. P.E. P.L.S. ti F� ' ;, OJALA, � SIGN PROXIMATE EXISTING SEPTIC LOCATION FOR THE LAKE HOUSE IS TAKEN FROM •.. ,�„ ® = ELECTRIC BOX A PRELIMINARY PLAN TITLED "TITLE 5 UPGRADE PLAN OF 354 MISTIC AVENUE" l 7 g r.. GRAVEL DM AY / - ® = GAS METER Cy p AMUTILITYwP UTILITY RovEME�1 SHOW ON A PLAN TITLED BY DOWN CAPE ENGINEERING, INC. 939 MA MA.IN ST YARMOUTH, 02675 DATED _ / + •SITE PLAN FOR 370 ss4 w ; , < F - ED FIRE PULL BOX MISTIC DRIVE; MARSTONS MILLS, MA'' OCTOBER 22, 2004 �' 7 - 'SHEET C,-z OWEMSION. LAYOUT AND' GAS GATE AV,J 74, 1 ununK. HOLMOREN �u>G. W_-.T BY a►hD 07/14/2004 = HYDRANT i� = ' SITE LOCATION SIGNAL BOX = 354 Mistic Drive ��.- TRAFFIC SIGNAL POLE • BOLLARD Marstons Mills, Massachusetts TBM: MAG NAIL SET \ I #IEL - 92.26' (ASSUMED) 90.0 BOLLARD BASE LIGHT POLE PREPARED FOR �� T � 0>! cF _� ' �, � _ ! IP FND - = YARD/LANDSCAPE LIGHT S �•+�•�• , ,,j., a = Edward D. and Anne G. Herrick _ ��ze.�3• �' ' e ^� WOODEN FENCE /1.75 0t• w w IP FND O = CHAINLINK FENCE TITLE �Lze�48' CH".:-- = OVERHEAD WIRES 9p 00• 81��•00• E 238,9r = TREE LINE Existing Conditions Plan C w TD CB DH FND ^a 4 O Q = TREES '& SHRUBS • aj99• CB DHI FND ti ' , = YARD/LANDSCAPE LIGHT I PART OF MISTIC DRIVE BAXTER NYE ENGINEERING & SURVEYING ROAD LAYOUT PER ���� CONC. = CONCRETE c% N/F BUCHANAN �\ N Boat 309 PACE s8 0 PLAN = CONCRETE BOUND 345 MISTIC DRIVE n f \ If. STAKE & TACK SET Registered Professional d. � S 757,S 4,y PK NAIL SET Engineers and Land Surveyors C ( ) y Massachusetts 02601 ( ) DISTANCE COMPUTED VALUE 78 North Street- 3rd Floor, Hyannis, r �\ (D) = DISTANCE (PER DEED) Phone - (508) 771-7502 Fax - (508) 771-7622 oo C"I / 1 d� �' EXIST = EXISTING' PROP = PROPOSED 40 0 40 80 s 4� N/F GUARINO d ti� 346 MISTIC DRIVE 114DEX SCALE IN FEET �+ •cP SCALE: 1" = 40' DATE: 04/25/06 C-1 EXISTING CONDITIONS PLAN u = ® SDM 11128106 REVISIONS PER BOH COMMENTS i S 84-50•00" E C-Z SITE PLAN o SDM 161201061 REVISIONS PER BOH COMMENTS 360.000 N0. BY I DATE REMARKS DRAWN BY: MCL IDESIGNED BY: ICHECKED BY: MWE DRAWING NUMBER C■3 SEPTIC SYSTEM DESIGN PLAN 0: 2004 04-114 CIVIL PLOT 2004-114EC.dw FOR LAKE HOUSE 9 N O 1 2004-114 N O u1 GENERAL NOTES ; ,.•-A�sd•� 'Eti`K . a •." .. ' • ` fit; M ,, o 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS AT LOCUS PROPERTIES. 2.) LOCUS PROPERTY IS COMPRISED OF. !�� }y+.(,i(y • � }j� "` ASSESSOR'S MAP 080 PARCEL 008 PLAN BOOK 482 PAGE 15 �*3 n DEED BOOK 19450 PAGES 84-85 OWNER: RUN POND FARM NOMINEE TRUST } EDWARD D. AND ANNE G. HERRICK, TRUSTEES h • 7M UNE FWW 310 NORTH BAY ROAD 12044 NooIFED BY o Ewsnwc sAND BEACH OSTERVILLE, MA 02655 BARNSTABLE ps EDGE OF WATER OBSERVA110N PHONE (508) 428-8624 FROM BARNSTABLE US N gg'?.Z N/F BARNSTABLE CONSERVATION 3.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE 1 • 4� FOUNDATION, INC. ' ��' ° " ` �• � RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. Uj ` Q THE EXISTING FEATURES SHOWN HE;LON WERE OBTAINED FROM AN ON THE ° E - GROUND FIELD SURVEY PERFORMED BY BAXTER, NYE & HOLMGREN, INC. MIDDLE POND ' " 0 MAY 23, 2005. 78°33 w��e �, WLF#2 ,n $> N ev . 9.3 w►Fp Y PLAN REFERENCES: Q '' •r' '+ FORIOMY RUN POND �"'��° tip' W o PLAN BOOK 174 PAGE 155 / PLAN BOOK 482 PAGE 15 .� m KF-HW-to a o Q PLAN BOOK 203 PAGE 53 / PLAN BOOK 309 PAGE 68 • r M 2 J CB DH a 4.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE wlv-HYF-1 VLF-HW-11 g5,52 s Sa_ 2.s FND BE REQUIRED IT SHALL BE PERFORMED BY OTHERS.E A F= n LOCUS MAP Scale: 1 r ZOOO� "�-""�14It 5.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED TITLE 5 UPGRADE .. E)BC -'r EAc ■ IrLF-HYY-13 3 E� �--- b j " W 2 - -- � 7 7 52.2 PLAN OF 354 MISTIC AVENUE BY DOWN CAPE ENGINEERING, INC. 939 MAIN ST • �-.�E� Yl --F'�' " - x `\ ' \ x YARMOUTH, MA. 02675, DATED OCTOBER 22, 2004. ELEVATION: 7.W-157. A 4f.4 - '� \ \ ~, /� o e 51.08 APPROXIMATE NGVD :. fay .: :..... ( ) T m , 64.FS _ PAD. -_` ` ` - = \ \ `� `�\ /.9 \'S m ' •�� s �RGpo �� 6.) ZONING INFORMATION O i 61' EXISTING LL TO BE CONVERTED ��91 �CpC 6 �TbRI•:' L 5 -HW-16 z TO IRRIGA ON WELL ��n E)Mc :{ ... �� �s e� • Y ,_ ` ??g ZONING DISTRICT: RF ��`�n l � �--- - • �•, �� xl\62. x?`E�4L.+J .5� �� '� �.. �\ ��$� ?ale ,. 38• ' FND � lot xs6.3 - ,u e .�•�� OVERLAY DISTRICTS. GP GROUNDWATER PROTECTION 'ao'eu � - \\ �., \ Y. \\ 3 . �' \ oFv RPOD RESOURCE PROTECTION OVERLAY DISTRICT /66- \ __._ /� - x 65.9 -•._`�� O MINIMUM CURRENT ZONING REQUIREMENTS K 4b.9 MINIMUM LOT AREA: 2 ACRES (RPOD) \ - \ ^� b �\ \�. x 307 s9� se\ MINIMUM FRONTAGE: 150' xC � --- Bvw ��x�a.6`� b7.3 °\4V 7� MINIMUM WI iv moot - ,C,7.0 .Soo \ � x •) M DTH: N/A ' Cf. x `* �` ` \\ MAXIMUM BUILDING HEIGHT: 30' MAXIMUM LOT COVERAGE. N/A i / 68.3� x G 2 GP IMPERVIOUS COVERAGE: MAX. OF 2500 SF OR 15% OF LOT AREA OR 50% OF LOT AREA IF ALL RUNOFF IS RECHARGED ON SITE Lk7m \' �� `\ �' l\• \\ `s�s� TREE LxrE FRo►1 MINIMUM AREA TO BE LEFT IN NATURAL STATE 30 354 MISTIC DRIVE-2.046 AC RB FND / sue- ^ ,' i i �,! yh74.0`` OOK`482-P*OE Lbw`. x 68.7� \\ ` \\ \ \` \ _ ' BARNSTABLLE GIS It - \ \ _ \ s sF \ ` t\ \ Q, , , , l I r1oolF>Ev �r F>ELD FRONT YARD SETBACK = 30 SIDE do REAR YARD SETBACK = 15 � A�RE$� '�. . \ `, �� \ \ \\ r \\ .\ , \\ ,1 11,. , OBSERVAMON PI�W`\BOOK 482 PAGE 15 �_ / \ ` 7.) COMMUNITY PANEL NUMBER 250001 0015 C a21&k ACRES` \ \ \ 1 ! , if THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B AND C. 8.) ENVIRONMENTAL INFORMATION: x 7 - �\ \ �\ \ �\ 63.8 �60.3 N TOWN OF BARNSTABLE / / / + • SITE IS NOT WITHIN AN A.C.E.C. AREA OF CRITICAL ENVIRONMENTAL CONCERN). ! ! / ! 8 f x 79. ` i ` \ . \ , ` \ • \ \. \ �9. � +4/8 i '; : , t; • SITE APPEARS TO BE IN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER g " ;' / \ \ ! r ',' / `;' ` NHESP MAP JUNE 2003 ESTIMATED HABITATS OF RARE WILDLIFE " r X 7f4.5 r' j FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10 . } T p _ O Q x7}'6 !� I1 ! ` ! /j ,� ,x$1` �\\� ` \ \ tii� �4 AR� `6 `\ `. ` )N ` • ` a J� ! ! ! / ! / \ (INCLUDING\UPLAND `� T N /��/ / �! / i / �, ...�`�xTs aa.�\ �� `AND MIETLAND s' 60 ; i + 1 SITE DOES NOT CONTAIN A"CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 /! 6t822t ;AORES�� \ �� + , CERTIFIED VERNAL POOLS. ✓' ' ! \ \ ` ,- , /L��/ \ , \ \ \ \ 67 s _ �\ J SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP JUNE 2003 IP FND i i x 7'K. S t� / 79a2 •-..._ i ' ! I III , 1 1� f ' ° ! 81. x181 + 1 x 4.4\ \ \ \ •\ � \ ` \` ~'`..` o��. 1 t 1 1 1 , , I I C7 -J,z - t 1 \ \ \ \ \ �' hh, , j , , , , + 1• I ," "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER �'�� x71.a ^y / % %� �, �/{ \ J •�A� r \\ �� Y l --_\ i + i 1 + ' .N THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) -!7a.2 , n ! , , h 1 1, , l r 11 , a • `SITE IS WITH IN A STATE APPROVED ZONE II GROUND WATER RECHARGE 4y1, 4ys ! PROTECTION AREA x't4.a \� `\ � "�`� ``` ^5s.0" '1� I � i{�( '1 ' 1 1 r� nO n7., \ \ , , t , t ��� I �1 9.) UTILITY INFORMATION SHOWN HEREIN: ! ! � \ \ \\ \\ \ \ ',\ �` .-..--_-...-`^ t , '1 I, 1 •,1, ' t�`v'"aw"'f' ( i �l U< ° / 1 �C i t 1 v O T t 48 40 �, g - - / \ _ ! , , -'_ t + ` ` ` !� j } ' i r r 1 i i �.� : tfT1.lTlf:S A!aE APPROXIMATE AND MUST W `� I O s �� 0 / / 1 _ t ) I ; ., J • LOGATICR�...�F UIdDE• ('� +;cap, t BRB D x / \ ` \ / x II; I � ' 1r1 , , r1 " ' : , _ r �- 10m S o 73.1 �� -16.6 - I , \ ! / / / ` 72.5 �. _ -__ , i , + , , r 1 r ; r r I 1 t BE VI=TriFlED AN FIEiZ Bt(4.� • t�L'C; d'��, :� �' 'y,• ,�'�F'ROPRiATI= 'UTI!1.T-Y.,COMPANIES ___ \\\ Ckit 1 I.< PRIOR TO ANY CONSTRUCTION. NO ; ,� / / x77.9,� J�/� \ •� xgl.tb l 7 \ \ \ \ x71. \\, 11 I , r 3 % - ```\\ \,' ' , + ' ' , , :r • APPROXIMATE SEPTIC INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE CO 33 \`\ \ \ ' I 1 ' ! BOARD OF HEALTH 'AS-BUILT' CARDS, RECEIVED DUNE 117, 2004. DATE OF 'AS 1 _ / 7bx \ \ \\ `� \``•'�`,`;'\,;; \'\��,t \; ` , �' S BUILT° FOR 370 MISTIC DRIVE BY J. CRAIG MEDEIROS AND SON 4 24 87. �� \ ,, yy LEGEND ABBRE JIATIONS / / s 'x ' • ' ` ` ` r GonFucT NOTED' CONtRAC M REVIEW ` \1\` `"` `''''' ` ` o `DATE OF 'AS BUILT' CARD FOR 354 MISTIC DRIVE, 6/5/84 BY ALFRED FRIELLER, N/F KEVIN F. dl: r-. r / I r r (� \ �Y 1 A , \ \ \MIN DO EER FOR'POS�F IIED19M a \ \`\\``•'\,\ ,,!,I;14! / LEONA F. KAVANAGH / ,, ! , , ��`" �! \ ! \ \ \►AIR"01M OG�■9M\11p/ 1 \ \ ++ \ \\ \ \ ! ! /�J`iQ� t x'y3 x'72.9 ` V\\ \,\;• Iff + "PLAN BOOK 174 PAGE 155 /' s„ s 1`. ' ' jpc ' \ 7>: I , x76.7\ \ 1\�`��,�\ 1'` �tl�� ''' NOTE. 0"FL"NS INDICATES FIELD LOCATED. I it 370 MISTIC DRIVE / �° .0 ;'9` / TP 8 ' x=3_ �'- - `\ \\ 7 i 1' '1 11 1 E '^ _ / Y j \ r t /39/04) , - - °- �` ,lt`I1,1 „rJ;+1, I,r'• ; --��. UTILI•fY POLE/GUY WIRE • 79 ,�, \ < spE NOIE >r1HERE-oM , ` , , r;' - __1 t� I I t," r I t,,, J,I ,1; - " WATER MAIN INFORMATION OBTAINED FROM THE TOWN OF BARNSTABLE WATER ' , ` , I, ; , , , r = WATER GATE/SHUT-OFF DEPT. (COMM) FROM_SERVICE CARD DATED 12/10/93 FOR 345 MISTIC DRIVE. N INDIAN LAKES ESTATES w` s x o + , x t t t l l . ,i--- II�� jlt,llr'rfrr I - CATCH BASIN OWNERS ASSOCIATION INC. /I 1 f 752 x 80.42 ji + , `t + ! �',' ;iu��fli i,1i 1+1h r • EXISTING GAS LINE LOCATION INFORMATION WAS OBTAINED FROM KEYSPAN ON 390 MISTIC DRIVE / W u� �/ , ' ' \ 8 t t l t i l • ) x77.d4 + , � \ .2 � , f-�-� --- ' _� -� I` ';; ; � l�'E`,�,; ' .''� � O _ - DRAIN MANHOLE ! \. I + + ' r 1 , JUNE 23, 2004 x 7 t. t \; , I , , ,�,% -- 6 \\• f,i,,1,,,l J : ,l„I ,, h G = SEWER MANHOLE / - t x 79.7 . , , --- e 1 i ,;,;,,,I,J r f'I !+,, ;, _ •EXISTING WELL AND PERC TEST PIT LOCATIONS PER PLAN BY DOWN CAPE ENGINEERING TITLED 4 t 1 , 't \ ! �� (� �! , \ i i /x�' r .s7.z_ s� \ f. I,r, r- Adt , I'" '11'' ' ' '' "TITLE 5 UPGRADE PLAN OF 354 MISTIC AVEUNE IN THE TOWN OF (MARSTONS MILLS) ® ELEC RI MANHOLE 1 1 1 l \\ \ai.37\ `O " _ ----"., lfn �`�a-0.0 1� t11t t) I xt4.3 ! Ir ^. r ' x46.1\\ �• �Il�lil����'��f�fIJII����' p = TELE"HONE MANHOLE BARNSTABL.E" PREPARED FOR BORTOLOTII CONSTRUCTION/MCHENRY A 1\ 11 \ \ x ` - r t 1 1 rlt,lllil,lli , r t t t \ \\ x�7. II;Iir11111111'I 1',, 0 = MANHOLE I , l! ` , 1 F: _ xgaa t t , , I r++';++IIJrI►r! : _ REVISED: 3-02-05 BY ARNE H. OJALA, P.E, P.L.S. 1 / ,T, ,/ � � � / � I ),J 11�,+,, „ - .SIGN �� ;t '` `l1 `\\ \ --1rh -- ,i i /' , ,JI��, , +u! / , 1 �\ x 79.6 1 , , j, J I x 7,.7 / �';i i i ir'i�r'''I"++'++�'' ® _ ELECTRIC BOX *APPROXIMATE EXISTING SEPTIC LOCATION FOR THE LAKE HOUSE IS TAKEN FROM t V4 DRIVEWAY \ / ! ,I „',,,,•/1+f, . A PRELIMINARY PLAN TITLED 'TITLE 5 UPGRADE PLAN OF 354 MISTIC AVENUE" 75.0 , A } r I i + ,,r,, ,1,'l,r ® GAS METER N , t AND utatlY WPRovErlEFlas t r , 1 i _ 11 j 111;i i 11+j 111 i r I+i BY DOWN CAPE ENGINEERING, INC. 939 MAIN ST YARMOUTH, MA. 02675 DATED / II , 1 t SHOWN ON A'PLAN T11M, \ , , r !4. +,t ,1 , + : r = z 1 t �t l •SITE PLAN FOR 370 & 354 , ,i ?x 79.9 1 ( j x;E.a (x , ,,;r;' ,,,''t 'dY 7 ® FIRE' PULL` BOX OCTOBER 22, 2004 J/ ZT 3 \ t►rsnc ►1,�RSTONs un�s. w►• / \ I 1 , ;I,+' ' 0 = GAS' GATE x72.05 ', , t t,SHEET r2 DY�ON. LAYOUT AND �* ` i" \ 1 1 ( f 1 sa.s7 / ` 'SHEE Y Your ,Lit- HOLMMEN / 1 I l ; ' > 7 s = HYDRANT A�2� < \ �Ca1.a '\ I i i �b - SITE LOCATION p+cwENo, INc. DAZED o�/14X2oa, l ; S SIGNAL BOX \,7X.31, \ i 354 Mistic Drive 1 \, 177.07 `\ ;' I © _ TRAFFIC SIGNAL POLE 1 It x 77.3 \ x> .3 ,x 76.8J , 74.p.., . = BOLLARD Marstons Mills, Massachusetts 1,75.01x\ , \ , \ \ � , ! / / 1 1 r r TBM: MAG NAIL SET \ r \ 1� t ` �� # BOLLARD BASE LIGHT POLE PREPARED FOR IEL 92.26 (ASSUMED) �.,.� 90.00T cf \ / �'� \�\ �\1 �� ��� x a1.2 �/ � �/ �r ,�� ;'r ;� �;"I 1r� YARD/LANDSCAPE LIGHT S ° ° IP FND x 7 .5 - N FENCE Edward D. and Anne G. Herrick l 7�46�. 13. �, t WOODS \ TD A+7S 01. w IP FND ,t \\ \ J r ^ / x 75s/ X�a 3/ / x y; k = �� w gg ! r OHW = OVERHEAD WIRES G -�2 err S e1*2r00- , ,,h / �ry r _ TREE LINE Existing Conditions Plan �° 4p aw `� 1 �. E 238.9T Tp CB DH FND �079.,/,' ! 1// ! ^p /�% ^o �, x so�. w �, �)O = TREES & SHRUBS 14, YARD/LANDSCAPE LIGHT Eo, 83.99' CB DH FND PART OF MISTIC DRIVE CONC. CONCRETE ' x 7h.3 �0 BAXTER NYE ENGINEERING & SURVEYING � ,• % _ , ROAD LAYOUT PER '6^� o _ / CONCRETE BOUND c� N/F BUCFNANAN PLAN BOOK 309 PAGE 68 x 6C.6 345 MISTIC. DRIVE � . 1• � ?10.3j. o STAKE & TACK SET Registered Professional �sys?zo. PK 'NAIL SET Engineers and Land Surveyors ��of=� �� •m ?� F (C) = DISTANCE (COMPUTED VALUE) 78 North Street- 3rd Floor, Hyannis, Massachusetts 02661\ +�� .i°�.'°• ?es (D) DISTANCE (PER DEED) Phone - (508) 771-7502 Fax - (508) 771-7622 e ' EXIST = EXISTING 4r t PROP PROPOSED 40 0 40 80 '��• N/F GUARINO v y`, ('w 346 MISTIC DRIVE SCALE IN FEET -u l W INDEX M = SCALE. 40 DATE. 04/25/06 -8 Col EXISTING CONDITIONS PLAN cmik. a i S 84"S0.0p, E Cm2 SITE PLAN A I SDM 161201061 REVISIONS PER BOH COMMENTS NO. BY DATE REMARKS 360.Op DRAWN BY: MCL I NED BY: HECKED BY: MWE DRAWING NUMBER TT C■3 SEPTIC SYSTEM DESIGN PLAN 0:\2004\04-114\CIVIL\PLOT\2004-114EC.dw FOR LAKE HOUSE 9 2004-114 0 O U• _ __ ` -. v zoo - t _ GENERAL NOTES O Or O D \ CP / \ SET SILT FENCE 1. EXISTING CONDITION NOTES SHOWN HEREON REFER \ AND HAYBALES AT EXISTING CONDITIONS PLAN REFERENCE NOTES ON SHEET C-1, y ` LIMIT OF WORK S .. ' ( r �4 2. PROPOSED FOUNDATION SKETCH PROVIDED BY PROVIDED BY CLIENT ON 4-7-06. / / z D !� ( \� \ ) �\ j �� J00 \/ 1 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB ` WHERE APPLICABLE. ALL BUILDING CONSTRUCTION SHALL BE COORDINATED WITH O j /( l ARCHITECT. \ 1 1�� \ ` ZONING NOTES A HEIGHT OF PROPOSED STRUCTURE SEE ARCHITECTURAL PLANS USE SINGLE FAMILY RESIDENTIAL .0000 \ W _ NUMBER OF FLOORS: SEE ARCHITECTURAL PLANS f 00 `�' j l / GRAVC-� DRAINAGE/ % -i RE-VEGETATE ' DRI GRADING AND $ SJ •� ~',. y,_ ` �. \`''.` t` �' , ; \i i , '7} (� 0/ ,' „-,, WITH IN THE 50' BVPBUFFE "'- `. 'i GE NOTES, V 0 , TO EXISTING ADJACENT NA %:�'• 1. DEMOLITION DEBRIS, EXCESS AND UNSUITABLE MATERIALS FROM THE DEMOLITION `� - ;0 ! ' C� ` i- J / / ♦ \ \ \ \ N T:' H CONDITIONS ' OPERATION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL / / n l / l i / i , MANNER C 1 / � \ \ \ \ �� / \� I ,. / =,��� / r_ � /`� `f� ,�, BY THE CONTRACTOR ♦ 2. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT / 00 / / 79 TRANSPORT BEYOND THE LIMIT OF WORK. 3 DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, CONTROL THE DUST. UE:S i N } � PLAN FJN'I i!.LD / �'- �-�` Q `'� ;� / y APPRO VE, TO F z s �.� , �.. / / ' �♦ / %= R� V / ( `' cp 4. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 6' JPGR, r) P: AN C 3� 4 MI IL A t..- _. � �t� RsroNs HILL RErVEGEtATE GRAVEL DRIVE O / ''. r; LOAM, SEED, do MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS G r . FZ R f C 0 r );� ?H l R'J�' / / i' \ \ - = e, ''" i WITH TOP SOIL, SEED AND / `..J' UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF k.F)F. E.J r ,K HO )4. ( t,( S )C\4.:UN/Mr'id._rL / - _ _ + , �. ?.,:t^ ti / i �-- \ `- -- L - ' MULCH OUT SIDE OF 50' 8VW G '' / ` / I;I [ '` _ 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS E BY DOWrI C PF E , iNEEf,I / G� ••! 'NC., REV � 02__25(J _� ' / / ♦,` •�,3 � �� _ - c'y= , � �' ,B , E, Ja /, ( CB) OF CURLEX OR EQUAL UFF�ER -'' �t: � ♦ \ \ - �" i " / / ) / �� F 5. A 25' MINIMUM SEPARATION SHALL B ED BETWEEN` '' T E MAINTAIN / '' -�=•' r�; / �- .4- / E ALL PROPOSED ' �, ,1 [. t_ STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC r -- r'' SYSTEMS. /i='ROP^ D `E� / + T , i / - :Box N�o O 1 / 00 1t . J - `.[[. II ]- 245.7r ` \\fl^i/�� \ k l I / / ^ / l \� -- CONSTRUCTION SEQUENCE y /_ r. i s. 0 �� r _ / [ 1. INSTALL HAY BALE SILT FENCING TO ESTABLISH THE LIMIT OF WORK AS SHOWN ON / r' .P' ' - / r PLAN.r '-71 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AREA. 3. DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL NOT BE DIVERTED DIRECTLY (Q I , INTO ANY WETLANDS OR EXISTING STORM DRAINS. DEWATERING OPERATIONS SHALL \ INCLUDE PRETREATMENT OF WATER VIA SETTLING BASINS. - 08 - \\ PROPOSEDx,�' 6` )� ,' �` p�0? , SPA -._ / `'` /' / Urj 4. INSTALL HAY BALE CHECK DAMS ALONG CENTER OF SWALES AT 100' O.C., AS 77, / / NECESSARY. ,' 5 PERFORM DEMOLITION AND CLEARING WTHIN THE LIMIT OF WORK. / � _ _+ - \ -� / ;PRO OSvD / { -,- I (jr) %I Rr1 ---- --- ----- --._..._.� 6. PERFORM BUILDING AND SITE CONSTRUCTION , 7. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A MINIMUM .. �' _._� .� R E /' -, OF ONCE PER WEEK. ' -P OPIDS D LAWN. / _- --' - - LA A `- - DSO PE,' - REDISTRIBUTE MATERIAL IN CONFORMANCE WITH/ ,, ,' ;` ' %, ,' / ,, ��� � �; ;�-, __ 8. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS NEEDED. .0 •_r_ , , .,--., � - 'o `� PROPOSE � I � ,' `� - AL OVER SITE -"" -� ^, -' • %�' TH ORDER OF CONDITIONS. C 'SEPTIC SYSTEM `'' ! : 'rT < _{ r= 9. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH TOP SOIL, „ : / "? --1 'r SEED AND MULCH OR CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON �: O r'' >` PLACE HAYBALES AND _' -'1 >� ; '4�' f L/ \' / ; / 0 - // 2 I ', -l: SAID SLOPES FOR A PERIOD OF SEVEN DAYS OR GREATER. ALL SLOPES SHALL BE „- OF PERMANENTLY T W �' = / STABILIZED AS REQUIRED IMMEDIATELY N 0 � ,' ': H O r. R7.� i �` SILT FENCE AS OMIT r � � ^' PERMANEN ABIUZE ' ;' r / i °v �_ :n :I ,i' ! ., UPON COMP OF FINAL ' =' W L �, O , v C� y. / WORK LINE _ GRADING. O n O r / � i , / - • - TOPSOIL, SEED AND � �- ~ - /w o , 5 .5 �. :_� r .-; 10. COMPLETE FINISH GRADING AND STABILIZATION MULCH _ �: ON OF SITE. • ` W_- PUMP � 11. UPON ESTABLISHMENT OF PERMANENT GROUNDCOVER OBTAIN APPROVAL OF SEPTIC TANK � t)`• � ..� CONSERVATION AGENT TO REMOVE HAY BALES do SILT FENCE. STABILIZE ALL AREAS AND REMOVE EXISTING - R A RE REMOVED. .._ WHERE HAY BALES -- SYSTEM. 0 � J I I SEPTIC � WE W ' it 'PROP SE v' ` P �' EXISTING STRUCTURES TO - - - - - - - - _ w 61v43 =O 't BE RENOVATED PER F_ r 24 O,,' lA i ' ARCHITECTURAL PLANS CA CO T l ftmftft i / _ ! �y- vXy _ - �ry JI`/JI I , FTI r , SITE LOCAIIO J E f 'E�� tl Drive l 'J > 354 Mis c 1-1/4' x 1-i/4" x 4' WOOD STAKE AT&3 FT. O/C ' / O� U .. , ! d i' 0 i v D OR APPROVED EQUAL t / % c,, �- /- ; TUPELO TREES z / - o _- - o Marstons Mills, Massachusetts Uj PREPARED FOR ' MNtAFI s�Lr FENCE (wRAFl 100X) ' ---- _ OR APPROVED EQUAL 2'x 2'x X WOOD STAKE. ' /' -�-�_ f ,- D Wx� / / �O Edward D. and Anne G H - - _ errick I r ( - ,�✓ O _ - TITLE ^ . �• Site Plan AL PROTECTED Cn �/ �\ AREA - ` / , _'-f r' O ARWORK EA UTILITY NOTES 1 r `° _. BAXTER NYE ENGINEERING & SURVEYING AL " STAKED SALES 1. CAunQy; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, p�/ , �� Registered Professional x FLOW AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE PLAN BOOK 203 PAGE 53 'k CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY i C) ' SET 4' INTO AND VERTICALLY. OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. <; / Engineers and Ladd SUIVeyOrS TOP OF y cRgx+D THE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE. UTILITIES. 78 North .Street- 3rd Floor, Hyannis', Massachusetts 026Q� 7,1 CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY ° ,"` 4`f ' Phone - 508 771-7502 Fax - 508 771-7622 �`� asp, 4 EIIMMENr VERIFIED BY THE OWNER. THE ENGINEER, OR ITS REPRESENTATIVE. THE D.E.P. File #SE 3- �; o MA,TrHEW aqC� (MIN.) CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES W. WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID CONSERVATION NOTES: / 20 0 20 40 - ED V (MIN) a- (�N) INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS / _� FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WITH REQUIRED *4 IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION, SCALE IN FEET l �� ^�^� ._`'•� THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE do 1 =20' t) DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND COMPLETION OF PROJECT INFRASTRUCTURE AND U71UTIES AS REQUIRED. 04/28/06 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL 3. ALL ROOF LEADERS TO DISCHARGE TO ORYWELIS. �' UTILITY CROSSINGS. 4. PROPOSED BUFFER PLANTING TO BE REVIEWED AND APPROVED BY 3. GAS, ELECTRIC, DATA/COM SHALL BE INSTALLED WITH A MINIMUM COVER OF CONSERVATION COMMISSION �' Q SDM 6/20/06 REVISIONS PER BOH COMMENTS Cm c� 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY 2 COMPANY. CONTRACTOR SHALL COORDINATE FINAL LAYOUT WITH APPLICABLE 5. AREA OF EXISTING GRAVEL DRIVE TO BE REVEGETATED WTTHIN THE 50 FOOT NO. BY DATE REMARKS Q UTILITY COMPANY. BUFFER IS 593 S.F. C- SILT FENCE / HAY BALE BARRIER KT.S DRAWN BY: MCL DESIGNED :MWE ICHECKED BY: MWE DRAWING NUMBER 17 4. WATER, GAS, ELECTRIC AND DATACOM TO BE INSTALLED UNDERGROUND TO 6. AREA OF EXISTING GRAVEL DRIVE TO BE REVEGETATEn) BETWEEN THE 50 FOOT PROPOSED STRUCTURE. AND 100 FOOT BUFFER IS 1,936 S.F. 0:\2004\2004-114\CIVIL\PLOT\2004-114DM-LH2.dwg 2004-114 t I ' Q vj CP CA SET SILT FENCE CONSTRUCTION NOIIITiES: AND HAYBALES AT I M '' \ / 1 ► IMIT OF WORK 1.) PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED 0 aFv` Sc x \ `S \` �� �� O 1 �� I '' � � `TITLE 5 UPGRADE PLAN OF 354 MISTiC AVENUE` „ r \ BY DOWN CAPE ENGINEER- f •, `;� `\. �rF 4�� ��� � \ / \ \ .�, � , �" \ LNG, INC. � CIO 939 MAIN ST YARMOUTH MA. 02675 +` SITE ` : I , \\ ; \ \;� `\\ �1 �� �� Ii l { i= DATED OCTOBER 22, 2004 i ELEVATION: 51.08' (APPROXIMATE NGVD) / t 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL 000001 / 1 / / ,' � ! •' ` - BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY r *+ o n e v x -• C�. '07 ! o' �, • COMPANY PRIOR TO ANY - :;� � ° }; �� / � �. '�- ••� � << ° / F ! � ''/ •� / ts: � � `�\ r--- •�� CONSTRUCTION. \ J \ \ ' ' � O V!� 1' 1r /1', / / r ! -"1 hT� l `I T f � CONSTRUCTION NOTES O r``,. .ar �w.• I+ . �II ,0 ! \ I ` .� \�•\ `\ ��'- _ �� ` �\ `� `' C1tii i 1 r ` / O I I� _ `l /1 ' 4 ti l X I ', 1 I. ALL SYSTEM COMPONENTS SHALL B - -���L� , ��� � -_ `\ `• � r r , /- + / ' � j - � i I /� -�� `� E INSTALLED IN ACCORDANCE WITH a. TITLE V OF THE STATE SANITARY CODE DATED MARCH 31 1995 AS AMENDED RE-VEGETATE GRAVEL aRI - THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & R I 7t �� ��\ / ` �7 z O If WITH IN THE 50' BV WBUFFE % L�� REGULATIONS _ ° APPLICABLE. o, l '• ► op •x ?! + `r 4 9 O / / , \ \ NCO \ \\ x j "X) l l / o / ii i D z i 1, ` TO EXISTING NA �� .�- 1 , CONDITIONS ADJACENT a,. T • :w / / �'� �~`s\` '�� ` ;( /� i ` 1 / V / ; m c� ` 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE `) ! l z r- 1 ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN 79 PRIOR APPROVAL BY THE ENGINEER. G/i�q \ `• , } ,' I , /� + !J I" � _pro q, fffff 3. PROVIDE 24 HOUR NOTICE TO BOARD OF HEALTH AGENT & ENGINEER FOR SEPTIC DESIGi1 f�LR PORN ENTITLEC ` \ `\ / / --! J�r IOC �` `\�y D , t + I l� �- i°�, 6��' i! �� ' 11 / �i J i INSPECTION AS FOLLOWS: "TITLE 5 UPGRADE PLC Or 354 tv11STIC �',%'h1 E \ _ / / �� !.' �'�\ `� ��!/ CID I �' 'i ✓ ' C7 / >' C° i -EXCAVATION OF SOIL ABSORPTION SYSTEM ? / , I X r x' / REr�EGE1ATE GRAVEL DRIVE �, O / / l"J IN TI1E T01vN �F (MP,RSTONS MILLS) P,RhIS BLE' `�V x / , �\ _ I - -� j o13 , WITH TOP SOIL, SEED AND/ 1 '\ U, -INSTALLATION OF SEPTIC TANK PREPARED FPR EORTOLOTTI CCNSTRUCt ION/Md;ENRY6, / / / _ `� Y•J �\ - rt- _ - i - - - t`- ° j MULCH OUT SIDE OF 50' BVW ! / / I+' 1 -INSTALLATION OF STONE AND CHAMBERS /C C ' BY DOWN CAPE EiJGiNEERIhJG, INC., REV 3-02-2_�iC5 \ ' O _ -�� + l �3-"�' / O �I , \ -- / 4, 1 cc/3 _ � - cws\�� X ` _ ice/3 -�J•1c�/=�" �i �y �� � //BUFF,ER � O�' �r �� : APPROVAL MUST BE GIVEN BY THE BOARD OF HEALTH AGENT AND THE (y�py -7 rn / % ENGINEER PRIOR TO BACKFlLUNG THE SYSTEM. Co ` \ �XJ ' \� ,� (� \\ \\ <-"7 T �- T �/ G� �7_4 // i / C l/ I Tl (T� ' (p PROPOSED / / - _ , �,� `\ , ; t/> > ,/ ! / / , �S, r I 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 PVC. UNLESS c' --�_ / O , , ri ' 1 ;(� ; I- _i / / x ! > T� OTHERWISE NOTED HEREIN. '� � a � ! ill / � � T'\ I 1' I FT + ROp X �', �� _'sFpCQOS�, /' ' /�Cb '�/ , ,! ;� `�/ /' /i J D ' / I CO f A / ? ' �J� 'J `� ,. + r/ `o / .) � O 1 / n / �' '� O / t- , ;' �� ' j 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO THE `C HORIZON FOR A \ C T�'Vh cp /' ,{ �w �� ;b° i X� ( /` ' ; ' 2N U' ,` o �/ /v I ra z I r'� -�-! HORIZ. DISTANCE OF 5' SURROUNDING TH Nq/N c� , / I „+ , , { / , 1 I / x ,rx 7 r'. / . 1 - E LEACHING FIELD, AND REPLACE eF ' / i`ri 6' pp/ ; !I ;m' I �'I WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. Rs Xw { y p v - , I 1 1 r it ,'�J / cD TP 'a!2 8 30 04 ,ll r f 1\ [, �' / / r? 1 ! f l /- !� , / 0 r l !( / / ��' (Ji ' / (� ^ l / m i -J S, F `,x yJ { ,1 / D { o SEE /NOTE HERE��N ) ,max �, Y, I I / � � t ! / , / / Cfl / , n l , \ G , , , , / , m 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 �\ \\\ _''� �\ ; i �� >> i ;` i i/ rn i/ I 31.5'/X 10' S.A.S. WITH 3 ,� l I'lrt.� �; ��- I"Tl I 4 OF COVER. , PRECAST LEACHING X / `p r .�0 ,' ,' ,' / {' ,It CHAMBERS -SEE�PLAN do /' ,/ / ,: / '� Ii:'�• 1` 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER PROFILE LAYOUT DETAIL ' BREAK T DISPOSALS. /, •3) x �� \\ ��:�.` �\ x, /� �/' //, �� / , ��N•! / / / ,/ BELOW ® ' „% / )ELEV. s,0.0� I 1, - _ ;� 'd i PRQPOSED % 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND ---- 08 %`; I �;.� - .-� /t,, ,� ' PpPO ��; ' ' SPA ; ' / / / / l UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS ��'' ` l� PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXISTING i Cif - -TmTI -\ ,- \`` \• ' �i �: ; �/ /' , /X , / X /; / iG� / (�, r �: , ' • / f � /' /% , /� I IS�'� /' CIA UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN ---' - ' / � ' '' �' I��' ` ` IN AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE SHOWN X � / -- �� �� -} . , / , D : ,� / , �' . � _- / I / -- - ----- --- HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY \ �' ,i /' ; ,' FOOL,' �, 20 / ^o j ,-, y ; _i RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY :` /ti ,, I ✓ (? RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY l `~ f %x c C� ' < ° ` � ) r n THE CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES - - ♦ ,� --_ -- _ _ �o.' -PROPQSED�J.�KVVN,/& ✓ / n / ' C, / _---'------- - - m �' y�J �.�' L"AND,SeAPE,' �/' /' ;' �� ,� ,'= 17 LF;'4` PVC �� / /�__ / �� G' C`f , ,� =� EXACTLY. IF FIELD CONDITIONS DIFFERS' FROM PLAN INFORMATION, THE �•' ,, �, - - �. - ' / ,1 / S=1,Ox / � '--1. /r ,� 1 / a� s,: y L CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE c7, �, �'r ; ,/ \ i / , /, / ;, Q��� Miry : -►-: �;, I r , ` = ' ''I REDESIGN. � � % O:!� I ' I � �' PLACE HAYBALES AND (�/ _�'� ti / , �/ <v , , Q/ / 11 p�. n7 . ,� Gi SILT FENCE AS LIMIT OF 1 -,'j 0 / �' % ,w rn 2> :n , ,I G, -r1 -- -- -, 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. O 8 LF 2 PVC J; C yWORK LINE (n < Q , ` .' „/ 0 : I r- �� -' FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY / p FORCE MAIN w ��4 .�I'►) 1 TOPSOIL, SEED AND s n ` X '� x N T i MULCH �_- r COMPANY. SOL. LOOTS DATE • 8/30/04 �" -x/ / �'�» �.-� Q -20 LF�4" P �/I � .<. �- I J -1 ! '� BARNSTABLE x - '~-- m sPECIFlCAnoNs' T ! r PUMP SEPTIC TANK SOIL EVALUATOR: BOARD OF HEALTH AGENT: LEACHING AREA REQUIREMENTS ® ,� :`-''� `� '' ,,'' /' o, �' ��;w . r 1 ,�� J�'I i' �s f I --1, AND REMOVE EXISTING R �, PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND NITROGEN LOADING LIMITATION: 330 GPD AC BARNSTABLE GP OVERLAY DISTRICT �� �O �' / ,PROP ram, SEPTIC SYSTEM' - �;: CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE PLAN INFORMATION AND SPECIFICATIONS HEREIN. LISA LYONS, RS DAVID STANTON, RS / ( ) �� r I r q pp' OSE ! I . LAKE HOUSE: 3 BEDROOMS x 110 = 330 GPD T1 �' - i EXISTING STRUCTURES TO _ THE PUMPS SHALL BE RATED TO DELVER TEST PIT 1 TEST PIT 2 , ' . /= ON'o __.l c MAIN HOUSE (SYSTEM DESIGNED BY OTHERS): 5 BEDROOMS x 110 = 550 GPD = _ - 1 7 slr4 + , BE RENOVATED PER r= Q GPM 0 A TOTAL DY AuIG HEAD OF " G.S.E. = 79.5E G.S.E. = 64.5t TOTAL FLOW = 88D GPD '��' '//(�) 'L' r/ '�` '/� '''' S6 /'24.°' , 3 , O '\X ARCHITECTURAL PLANS ��' i _� CAPABLE OF PASSING 1-1/4` DIA SOLIDS. EEQ dt --'' A ; IOYR 3/3 LOAMY SAND A ; IOYR 3/3 ; LOAMY SAND ACTUAL LOADING = 880 GPDGPD = 129 GPD AC < 330GPD REQUIRED h ' x �� ( THE PUMP SYSTEM SHALL 6E THE HYDROMAIIIc SUBMERSIBLE �'' C '! �' �',' /' � ' SEWAGE PUMP MODEL S3SD-1150 RPM 3/4 HP/1 _ Z �` -� 8` E 78.8 6` LEV 4.0 6.82 AC ',i'�' /� y /' ' �0 � PHASE/230 VOLT OR EQUAL THE PUMPING SYSTEM TO BE ; /� ilw T� \\ ' ` J� PROVIDED AS A COMPLETE SIMPLEXING PACKAGE, TO INCLUDE , � - (Jl,'' � , , ,' ... /V T ,-, THE HYDROMA7IC HYDR-O-GUIDE RAIL SYSTEMM FOR A RESIDENTIAL- ' 3 BEDROOMS / ,• -' '�' ,' �,' Q� ,/ f. ; i / / - CONCRETE PUMP CHAMBER OR EQUAL PER MANUFACTURERS B ; IOYR 5/6 ; LOAMY SAND B ; IOYR 5/6 ; LOAMY SAND - C c� c� L ,' /' i - n , ,- i\) ,' nj r� ' ,' ( / / / ' / �� u - SPECIFICATIONS (INCLUDING BUT NOT LIMITED TO: WATERTIGHT x 110 GPD BEDROOM / T _ i,-I , °� (�l / / 1 / �'' ' I / // / '/ - ACCESS HATCH, GUIDRAILS,�DISCHARGE ELBOW' ASSEMBLY. 28` ELEV 77.2 29" ELEV 62.1 TOTAL DESIGN FLOW = 330 GPD ,, " �'- ' CT! y �O ,'' ,' T. VALVES, LIFTING CHAINS, MOUNTING BRACKETS„ FLOATS ac / ' Z '� / PIPING). A HYDROMATiC Q-PANEL OR EQUAL SHALL BE GARBAGE GRINDER (NOT INCLUDED) = N/A i r i ,r- -1" s3 ;�� i ! ;; C1 2.5Y 5 6 ; LOAMY SAND y� 7 , I ,/ -• PROVIDED FOR INTERIOR BUILDING MOUNTING Irr1F_ETiNG THE RATE= <2 MIN IN / (f) g �' /%� " {y ,' - /� , / Gj I i / % r------ -------- SPECIFICATIONS PROVIDED WITHIN THESE PLANS. MINI IN RATE _ <2 MIN. f INCH (CLASS 1) ,, '' ;t j . .:" ,. �- .\" CLASS I SOIL 41` (ELEV 61.1) LTAR = 0.74 GPD/S.F. '�, i C,y� �/ �O / ,• �c�; r� ��'' ��, j F,M/ j , � � , m CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER /n X DATA/SPECIFICATIONS FOR SELECTED PUMP AND SIMPLEXING MIN, LEACHING AREA OF S.A.S. REQUIRED: �� �' , ,-� , Oy ,� - B / Li j SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL NTENANCE C ; 2,5Y 5/6 ; MEDIUM SAND 330 GPD 0.74 GPD S•F• = 445.9 S.F. MIN. ,/ i-Tl b ,. TREE / � RATE= <2 MIN/IN / / ,% 4/7� � ! R EE LINE F-O 1 E`,,' _ z 0KRATION AND MCI,. CLASS I SOIL PROPOSED SYSTEM: ,' %' - - - \� ' vPUMP SHALL BE INSPECTED IN ACCORDANCE WiTH TITLE V126 (ELEV 69.0) N � -' , ' , '� ,-' / .'y / B,�•RNSTA.BLE GIS � � i 31.5'x10' LEACHING CHAMBER SYSTEM WITH 3 500 GALLON // �� M Pl - _ - -r ACCORDANCE CODE FOR PROPER EROPERATIONECM AND IN / � ' '4� � � � � �� P✓1 O D'�I'_D B Y t- I E L D z ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS C2 2.5Y 6 4 ; MEDUIM SAND PRECAST LEACHING CHAMBER UNITS AND STONE (SEE DETAILS HERE-ON) / /' ,'` - .- / -� U) D AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE SIDEWALL AREA: 31.5 + 10 2 x 2 DEPTH = 166 SF { / - �' / % C- I OBSERVATION SUBMITTED TO THE LOCAL BOARD OF HEALTH. NO WATER ENCOUNTERED ,) / ,� �g , _ TUPELO TREES z 132` ELEV 53.5 (31.5 x 10 ) = 315 SF , �, ( ) BOTTOM AREA: TOTAL EFFECTIVE LEACHING AREA = 481 SF ' ; U' / �, /O / / r� O CJ 03 SITE LOCATION SYSTEM DESIGN CAPACITY = 481 SF x 0.74 GPD/SF 356 GPD r r� !/ / �x y -- M 4 r --{ � > 354 Mistic Drive NO WATER ENCOUNTERED SEPTIC TANK SIZING: 330 GPD x 200% = 660 GAL 7"'- �- -� N' '� �,% Marstons Mills, Massachusetts J PREPARED FOR FOIE AND 3A - 19• - Edward D. and Anne G. Herrick TYPICAL SYSTEM PROFILE ,T NOT TO 8CALE ® 3 PRECAST CHAMBERS (FOR INSPECTION PORT) DOUBLE WASHED STONE 4• -8-s RAISE t COVER TO WITHIN s' NOTES: _ -I 20` DIA I- TITLE FINISHED FLOOR EL = 61.43 OF FIN• GRADE AS SHOWN WITH 6* 1. MATERIALS ARE NOT DESIGNED TO MEET H-20 ; �s •` T- -OF F TIGHT RISERS a: COVERS 2 PFASTONE • ® ® ® Qo ® ® ® 1 • Septic System Design Plan LOADING REQUIREMENTS. r 5 Y 4.8 y 22p4�,*�RAISE COVER �c -�i' 10 FlOW LIN t0` rY� �.Y,� 4�n,�... �e #Y_� .: . na, 3 ® ® ® ® ® ® ® Lake House O RAISE C� TO FINISHED •n • �•• - '�;�- ,i' :� �'7-• �'w rF°h" ~r EXLSTWG GRADE 59.5 ,• s J-;'s:{"-:: ® ® i� GRADE WiTH WATER TIGHT 2:6 =`�74'T1.5?'IYASHETf ST'bl O EFFECTIVE 24` z� » 's:•�+;h i `\l ®®®� `' A'r. ,i:3-�.,t n74_• N RISERS & COVER DEPTH WATERTIGHT GROUT AT 31.5' 2.6' 4.8' 2.6' BAXTER NYE ENGINEERING & SURVEYING � DDISCHARGEPIKO �••��-••��FINISHED GRADE OVER TANK KM OF SOIL ABSORBIM SYSTEM WiTH 10' 6, = 61 f Soo slw.0nl PRECAST iEKHINs claMBxs - Registered Professional WALL NEW IN=-57.0 W s� CONCRETE LEACHING CHAMBER SYSTEM DETAIL g a 4' SCH 40 PVC L=8' NO SCALE Engineers and Land Surveyors ,A A L- 20' S=1 Ox ;9:.• :, _ =; .' ••-':'.-.•r•+::� •� ', WV.-56.75 2'SCfI 80 PVC FORCEMAIN (NO SAGS- PROVIDE POSITIVE '- I 4 SCH 40 PVC , SLOPE BACK TO PUMP CHAMBER FOR DRAI,BACIc) SET 1 INSPECTION W40 TO WITHIN 6' OF GRAM 78 North Street- 3rd Floor, Hyannis, Massachusetts 0 �iN Or 11, , I 2(TT oomiN�c 6 MIN- COVER D INV IN = 57.35 10' MIN. 684 GALS - 24FIR STORAGE HIGFIWAIER ALARM EL-55.t7FNM" ' � TIGHT RISIs �` Phone - (508) 771-7502 Fax - (508) 771-7622 � w W. ;�, v: :• OUf=57.10 :• ANHOLE FRAME do COVER TO WITHIN 6` OF GRADE OVER LEACHING CFIAAtBQtS = 62 TO 631 s _ • 187 GALS. LEAD PUMP ON EL=54.67 Alt COVERS SHALL BE WATERTIGHT WASHED 8 OF DOUBLE C INV OUT = 57.55 1/8 WEEP HOLE 187 GALS. TW OF CONC. 20 0 20 .401143 = CONTRACTOR TO 4»6' HOLES CHECK VALVE PUMPS OFF EL-54.17 FwISHED GRADEFMMD. BON = 62 5 9' (min) Cover CHAMBER EL 60.0 374 Gus ��� VERIFY IN FIELD TO RONFORCED CONCRETE BAFFLE Low WATER ALARM.EL=53.17 TOP OF PEA 3s (max) Cover CONNECTION PER SCALE IN FEET ! ENSURE INVERT Will WORK WITH j- 187 GALS o-Box a-6os STONE, EL=so.o t.o' CONCRETE MANUFACTURER _ + ,'� Z� EXISTING BUILDING PLUMBING AS .a ...;. :, . • ,=: - .' EL=52.67 10P of LEACHING CHAMBERS RECOMMENDATION SCALE:1" 2O' r.�'..v /25/06 .. -,_ - :� �.,rr�t.:z:+:Y'?. BASE. PRECAST - DIA PVC =yr , DATE: 04 REQUIRED PRIOR TO STARTING - " _r- 4 - ;r ' o ANY WORK. IF INVERT DIFFERS �-STONEBAM -t FIRST 2 (TO BE LEVEL) 4 T ' . CONTACT THE ENGINEER IMMEDIATELY 1,500 GALLON TWO-COMPARTMENT 1,500 GALLON PUMP CHAMBER 2' 13 LF 4 SCH. 40 PVC O 127x 24' s t. 0 O O p `.i p o FOR POSSIBLE REDESIGN. -J SEPTIC TANK SEPTIC TANK GREATER THAN I DAY 2` SCH 8I0 BNV IN-59.55 STORAGE PROVIDED ABOVE XL6' SUMP _. OUT-59.36 a E TONDOINSTAL STS N A - L EQUAL E INSTALLED ST5X10-5 - OR EQUATE HK�i WA1FR ALARM 684 GAL > 440 GAL (DESIGN FLOW) IVLET TEE TO 1 5' MIN �DI20106 REVISIONS PER BOH COMMENTSTO BE INSTALLED ON A LEVEL STABLE BASE TO BE NSTALLED ON A LEVEL STABLE BASEABOVE OUiTLET ELEVATION • - . . EL 57.17 SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY SEPTIC TANK TO BE INSPECTED R CLEANED ANNUALLY , :.rf , : C=3 PROVIDE FOR 4 DOSES PER DAYINV. IN = 59.17NO. ATE REMARKS (1ST COMPARTMENT GREATER THAN OR EQUAL TO 880 GAL) AND DRAINBACK OF 2' FORCEMAIN No Groundwater Observed 0 Bev. 52.17 PUMP NOTES - SEE PVMP SPECIFICATIONS HEREO 6 CRUSHED DRA TER THAN OR WN M 2ND COMPARTMENT GREA TO 440 GAL C I L DES GN D EWW. ED BY: ROWING NUMB ER BER H CK( ) ED BY. MW E STONE BASE DISTRIBUiION BOX 1. 1 PUMP REQUIRED SIMPLEX ROTONDO DB-9 OR EQUAL COMBER LEACHING CHAMBER SYSTEM 0� 2. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP. TO BE MIA= ON A LEVEL STABLE BASE 0: 2004 2004-114 CIVIL PLOT 2004-114SP-LH2.dw 3. 1 AUDIO AND 1 VISUAL ALARM REQUIRED. 2 OUMES REQUIRED ACIME PRECAST CONCRETE LEACHING CHAMBER OR EQUAL 0 4. MOUNT ALARMS ON BUILDING INTERIOR. TO BE INSTALLED ON A LEVEL STABLE BASE 2004-114 CIA O V e LOCUS SYSTEM PROFILE TEST HOLE LOGS le / TOP FNDN = 82.9 NOT TO SCALE) -- ACCESS COVER TO WITHIN 6" OF FIN. GRADE LISA LYONS, RS ACCESS COVER (WATERTIGHT) TO ENGINEER: WITHIN s" of FIN. GRADE WITNESS: DAVID STANTON, RS 79.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 80.0' _ - DATE: 8/30/04 m� RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE - < 2 MIN/INCH �,� r FOR FIRST 2' PERC. RATE - PROPOSED 1500 Fr * GALLON SEPTIC 74.29' H-20 H-20 CLASS I SOILS P# 10790 74.54' 10789 TANK (H- 2O ) GAS 73.58' BAFFLE 73.75' �� «� El O O Cl 0 ED 0 C]. T El 0 7 . 9' C l � C-1 ED C7 CO OO El "0 4' AROUND _ Q ELEV. ELEV. �6" CRUSHED STONE OR MECHANICAL C� C] O E 1 Cl Cl _ " 63.0 INVERT INTO EXIIST. CP = EL. COMPACTION. (15.221 [2]) �$ 2' C� C� C� C� C� C� = ED � o0 71.39' � 79.8 0 A 74.5' DEPTH OF FLOW 4 ( 1 % SLOPE) _% SLOPE) A 3/4" TO 1 1/2" DOUBLE WASHED STONE *THE INSTALLER SHALL VERIFY THE TEE SIZES. 1 OYR 3/3 6" 1 OYR 3 /3 LOCATION MAP NTS LOCATIONS OF ALL UTILITIES AND ALL INLET DEPTH = 10 19.4 8" / BUILDING SEWER OUTLETS AND ELEVATIONS SPRIOR EPTIC O INSTALLING ANY PORTION OF OUTLET DEPTH = 14" B HOUSE FOUNDATION36' 31' 'STEM BOT. TH 2 EL. 52.0' B ASSESSORS MAP 80 PARCEL 8 SEPTIC TANK D BOX 21' LEACH,!NG FACILITY LS LS ' *GARAGE FOUNDATION. 69' ' 1 OYR' S/6 1OYR 5/6 * PROP. MIN. INVERT OUT OF GARAGE 28" 77.4' 29" 60.5' TO BE 76.0' MAIN DWELLING ONLY _ - Cl C Ls SEPTIC DESIGN: (GARBAGIE DISPOSER Is NOT ALLOWED ) t 2.5Y 5/6 MS DESIGN FLOW: 5 BEDROOMS (110 GPD) = 550 GPD 41" 59.5 USE A 550 GPD DESIGN FLOW C2 _2.5Y 5/6 SEPTIC TANK: 550 GPD ( 2 ) = 1100 MS USE A 1500 GALLON SEPTIC TANK (H-20) 2.5Y 6/4 LEACHING: 126" 69.3' 132" 52.0' 2(42 + 12.83) 2 (.74) = 162 SIDES: NO GROUNDWATER ENCOUNTERED .BOTTOM: 42 x 12.83 (-74) 398 TOTAL: 757 S.F. 560 GPD USE (4) 500 GAL. LEACHING CHAMBERS (H-20) WITH 4' STONE ALL AROUND 1 i BOARD OF HEALTH 44.03 MA APPROVED DATE MIDDLE POND z ; 4.04 46.32 WA 44-0 --+445 / EDGE OF R EL •----- SA 45.93 ACH \ AREA OVERGROWN BOG 47.81 .09 i - -- .} 4 } 5 8 1.08 -- BENCHMARK CONCRETE BOUND LEGEND �k .2 QLEV 51.08' 6,55 7.,- -�- UG L 65 100.0 PROPOSED SPOT ELEVATION � i - -- ----- -- RI +63.31 � 57 \ .67- -�'� I 8 53.37 _. 5 .94 �N \\\ OVERGROWN BOG P ELEVATION �.. . 100x0 EXISTING SPOT fir-... �^ \ 63.81 100 / FLAGPOLE 'o ^-�,^ +64.ae �I_�-0 PROPOSED CONTOUR ���b6 . e sine+63. CONC � EL=53.2 .24 - �. �PAD __ ' __ 100 EXISTING CONTOUR o�\�,i',.33 5 2 EXIST. WELL <-6 ^ 9.43xIST. 2 eR S A LE i _ COTTAGE ss. \ 4.32 A - +61,s E TF=60.4 DI 9 -- Sb5 ': +60.29 61.56 .;: �i 0. .'' -' + _ -. 66. \N 8 NOTES: \ 468,24 +66:65 � OVERGROWN OWER N 1 . DATUM IS APPROX. NGVD 676 NOT EXISTING 2. MUNICIPAL WATER IS +68.30 �,, •\ •\ '� z; 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Z '\ s' �� _ `\ 'r 4. DESIGN LOADING FOR HOUSE PRECAST UNITS TO BE AASHO H-20 . z 5. PIPE JOINTS TO BE MADE WATERTIGHT. 'K69•71 6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 73.73 7-3 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ +7 . 74 \ USED FOR LOT LINE STAKING. 75 8. PIPE FOR SEPTIC SYSTEM TO SCH. ; 40-4 PVC. 902 70.94 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT , +77.38 1 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE +79.2 '�- ''� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR , 76. TO COMMENCEMENT OF WORK. / to _. $90 +72.25 \ .+. / / +72 1b / 79. 0 +7 .53 1 +81.33 1.44 78.96 / e1. +76.47 EXISTING 8 Cf i DWELLING .� 7�97 C.. 81. 4 TF = 82.9' (n 11^^ / 79.00 _ TER 120 V +74.68 4 J 7a9 C BENCHMARK �8.7o J ELEV COR C�8I.SAD /+ ,74+ 1.59 .50 - f +7e,7 79.71 +A4 +77.33 j 1 �� O ' OAKS 7�90 x 0 FT CRO °t u 7 CPS � , +79.18 `\ LPIT TH +79.8f4 1 9.50 - 9.25 - `�-PROP. MIN. +79,1e INVERT OUT AT EXIST. ELEV. 76.0' 9.17 CARRIAGE 79.35 HOUSE +79,64 N \ �' TITLE 5 UPGRADE PLAN eo.n " GARAGE/ / e BARN / OF +79,72 81.08 354 MISTIC AVENUE / IN THE TOWN OF: (MARSTONS MILLS) BARNSTABLE PREPARED FOR: BORTOLOTTI _CONSTRUCTION/McHENRY - - 30 0 30 60 90 fa sos-3si-ssso 1" - 30' OCTOBER 22, 2004 SCALE: - DATE: EV 2/12/05 (5 BR HSE) '7o w Ca e e11 112 E'eI'112 III C. t+OF re s ASH OF i� 3 2 05 P engineering, / / c .. :r ... RNE!1. CIVIL ENGINEERS _ r < JALA ,CIVIL.. .,. s - t, T,. 15498, SURVEYORS ,. >. LAND U w outh .ma 02675 39 main st. arm � , , . t - w 0 {. _ ATE .w. , - r J .L.S. �. 0 ALA P 14 2 04 F n v ...: ..,- , ,, .. ..,. ..,. , .....,. ,_... .-. .. .: _. ... < ..;':: ..s...w+, ...,»s.ora-wv+w-r. . r.vm.--....r,:avrnn+r+w-cmaa�.e.aarwe,w•.v«wre+ewr,- •.�..me.-.sv ,+aea-.ea: .w,,.+,r...a.=..s.=-,v-+•.+a-.=„c:,,,.,,-.,.. .�...�-.. -_m->.w..-.vrvxa..ai.w...+,rr+v,neo>. ,nswn++wUv. a+:.,vema.a ..... .... ... .., a T,- a ': .s�..+.-.'s...._w...rvw...+m.;,w.-+. .__.....:..,an._.,.,.+a-++.:.�- ...,,.m:.-.•...-_ _.. -.. _ .... ,.. ae.r.r..+e--,.:...,,.- .< .._r..:.. ,.,.,,:' -..+.e ,.. E • YU\ { M. GENERAL NOTES ti rt �Q t, e 4 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS Mt AT LOCUS PROPERTIES. } 2.) LOCUS PROPERTY IS COMPRISED OF: ASSESSORS MAP 080 PARCEL 008 PLAN BOOK 482 PAGE 15 y DEED BOOK 19450 PAGES 84-85 OWNER: RUN POND FARM NOMINEE TRUST �` EDWARD D. AND ANNE G. HERRICK, TRUSTEES • � w ..,">T�t a st'!'�``d4� .aa r�.:,�5- � n TREE UK FROM 310 NORTH BAY ROAD #2044 0 0 �� ` • , ° EDGE of WATER Moroi BARNSTABLE� • EwsTM SAND MACH OSTERVILLE, MA 02655 4 @ PHONE (508) 428-8624 P r L, OBSERVA710N Ik a° A •" FROM N 6�'��9• rn 3.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE �' RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. D ��, , n' ° b• Q u #5 LU w N/F BARNSTABLE CONSERVATION a THE EXISTING FEATURES SHOWN L l ' E%`ON WERE OBTAINED FROM AN ON THE 0 • ° ° rw FOUNDATION, INC. a GROUND FIELD SURVEY PERFORMED BY © ; « -"" © °_ •_. , IL lVl 1 L� POND " E ' � o E BAXTER, NYE & HOLMGREN, INC. , . :. ' •' N 78' 55 � ^ wLFRn MAY 23, 2005. !'ORIMY it[7N POND 2g9.3 IMsre wFp o PLAN REFERENCES: `•. �• �° `� Imo. m PLAN BOOK 174 PAGE 155 / PLAN BOOK 482 PAGE 15 qs." ......� 2 CB/OH .t . • MY-ffl-10 ELEV.-51.08 Q PLAN BOOK 203 PAGE 53 / PLAN BOOK 309 PAGE 68 CB ' ""�-" " g5.g� M s _ �DH a 4) A TITLE S SITE, BE REQUIRED IT SHALL BE PERFORMED BEARCH WAS NOT DONE FOR Y OTHERS.SHOULD ONE • - ' -t+w-14 • �` 1 _ 5 `'� �Z 9 °0 5. PROJECT BENCHMARK: CONCRETE BOUND FROM A PLAN TITLED "TITLE 5 UPGRADE LOCUS MAP Scale 1 - 2000 43 _ - ul-- • IMF-NW-13 �3 ./DC r' -E/ E� ) Ism y.--1=�; '' =r -" - 7 PLAN OF 354 MISTIC AVENUE" BY DOWN CAPE ENGINEERING, INC. 939 MAIN ST W ��0 1S71N0.SER C~ � x / -NW-15 \,S�NatE�'9• J YARMOUTH, MA. 02675, DATED OCTOBER 22, 2004. ELEVATION: s _ `, \\` `, ,;,\`., �E(�( \r,, ' .\ s _ _fi` ` off, e�3 51.08' (APPROXIMATE NGVD) '* m PAD / 64. - ~ z1bc � \' 9� s RQ'Q . 6. ZONING INFORMATION / 013STING TO BE CONVERTED. •��Y �\ \ \ \ _ J Q '•>< ) 6� TO IRRIGA ON WELL �. E FWN awr:�-Nw-1s z ./, BETA E GIS ZONING DISTRICT RF 'T62 E�!Qi.u: •58 `\ \ MODFIED BY FIELD FND 1� E _ 6 3x \/ 'xs6:3 ~ SWM /gyp `• \ "\ \ o.2 0BSERVA7W 41, OVERLAY DISTRICTS: GP GROUNDWATER PROTECTION _�j \ ___ x 65.9 x59. �� .3�� \ RPOD RESOURCE PROTECTION OVERLAY DISTRICT 66- F � \` s4:7, MINIMUM CURRENT ZONING REQUIREMENTS ,,si, .,: �40• --6a �\:� `\ 7\s \s ' x 49.s MINIMUM LOT AREA:``2 ACRES (RPOD) x \ ��'\ \\ \� `\� xso \ �� e\ \� MINIMUM FRONTAGE: 150' --- -->` � \\.o ' `� \ `b' \\ 57.3 �'1'Av >>� MINIMUM WIDTH: N/A ` ` MAXIMUM BUILDING HEIGHT 30' y MAXIMUM LOT COVERAGE: N/A / �\/ !! // � �Q1 `�4 N�` \�68.3 �. S \ ``� `\ `\ `` \` ``\`7�`\ ``• x 56.9 69.0 ` ` \ �� GP IMPERVIOUS COVERAGE: MAX. OF 2500 SF OR 15% OF LOT AREA OR 50% OF LOT AREA IF ALL RUNOFF IS RECHARGED ON SITE I LP TREE UNE FRW MINIMUM AREA TO BE LEFT IN NATURAL STATE 30%- 354 MISTIC DRIVE-2.046 AC RB FND / r- ad ,' , , / ,� `48T Q(1GE�l5`' ,\68.7 . `\ - , \ J r \ ; ,, BARNSTABLE 0)5 , , / , , x7\.0 A $� `, , \ , , , I MODIFIED BY nELD FRONT YARD SETBACK = 30 SIDE dt REAR YARD SETBACK = 15 ` \\ \ \ \ \ ``\ , •\ \ \ 1 , OBSERVATION \MI6�1C E1RIV - `���`�� \ ta.LWPOOK 482 Pilki '15 \-_ , / \ l`\ ) y 7.) COMMUNITY PANEL NUMBER 250001 0015 C /� / , , , 5 3- •� 75-� ~ ��� � �` , \ ;£�215 ACRES�, \\ \ ,• \ /l , I+, THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B AND C. / --- - �- H ` ^ ` s' W \` �` ` ` ` , l l l I I/ 8.) ENVIRONMENTAL INFORMATION: / n _� o N TOWN OF BARNSTABLE / / , i � x �� o ` . 63.6 \60.3 \P-81$ - �r�3-�''` - �'� \ e ` ' '' • SITE IS NOT WITHIN AN A.C.E.C. AREA OF CRITICAL ENVIRONMENTAL CONCERN). r �;, `\ �\ �\ 59.2\ � %I llll • SITE APPEARS TO BE IN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER x69.5i , , ,i �, x ,14.5 / �8 ,- �, `\ \�\ \ ` `\ \ x` \ I I i i ' , NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" = o \ , l r / ' ' ` ' ' j ' ' I FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10 " /�� / . i / / ,.,/ / \ \ -� \ I III I ( )• o ', ' / ` \ p \ yap' ` Y ` s'' 6 ' I ' ' I SITE DOES NOT CONTAIN A"CERTIFIED VERNAL POOL PER NHESP MAP JUKE 2003 r• �i / / W • ` ` \ • \ ' ' , ' , , CERTIFIED VERNAL POOLS. JS / \ \ \ \ \ ?__ \ I I I xgt,3- \ , \ 0 ,ACRES\ � . \ - -t . \ I \ x 3 1 1 I , SITE APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP JUNE 2003 / -c IP FND �'� , �� /v/ / `\ \� ` \ \ , \ °s \ --__� \\ 0.2\ I t ' I ' ! + I I 1 1 r �--' \ / / / / x7�F / m gi. / 792 x 44\ \ \ \ ` ` \ t l I I , I O//`/ ram-G 0 G -�s �� �� , /, ��. \ '\ ��� I, ' I , 1 I ,I Ill . q "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER x __ ,� , , , , , I , I 1 + •Ili N THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) x74i/� 16 / / ,`/ i + , �b \\ \ - ( ((' // '�'�1 ; 1 40 SITE IS WITH IN A STATE APPROVED ZONE If GROUND WATER RECHARGE x,4. , ��~„' ~�66A l 411 " / O I (r ; I I o PROTECTION AREA / ( 67 1 i �r 9.) UTILITY INFORMATION SHOWN HEREIN: / y 4840 w BRB FND �/' /�� / / `+` ' ' > \ x �y 1 + o a•Z c•®� • LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST II I 11 Illllit I Cc 100.00 0 I 7s.(� 7ss , - , 72,9 , + I•, , ,f , , , , , , I 1 , 1 BE VERIFIED IN FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY COMPANIES 79 \ ` 4/ / , ( ( ` _ 1 \`l(� I If 1 + , It I , 1,� l 1 1 I I ' ' ' ' I I 1 I•� PRIOR TO ANY CONSTRUCTION. x 77 s, 91/+ \ '. x 7,.9 -- \\\��`(\ 11 it I 1 +•3 �/ • APPROXIMATE SEPTIC INFORMATION OBTAINED FROM THE TOWN OF 13ARNSTABL.E ------ �� 18. \ \ X \ `\\ - � \'`�;�\�\;,` \\,`II( I ' I BOARD OF HEALTH 'AS-BUILT' CARDS, RECEIVED JUNE 17, 2004. DATE OF 'AS 1 , � \ \ \ \ \\\ \ \ \ I LEGEND ABBRE T BUILT' FOR 370 MISTIC DRIVE BY J. CRAIG MEDEIROS AND SON 4/24/87. ' I ; , /� !' \ \t `\ If COIiLICT NOTED` OOM111ACTOK NEM[1r 1 \ `\ \\' \\\ \\\ `\ \ \\� , N/F KEVIN F. do / I d i 1 1 , `-' 4� 1 1 \, \ ,� /! \\ \ \IW ENORff71 F&pross=Ilml"or \ '•�•'\,`,\\��`\\\�`\\\ 1,1 v 1ti IONS DATE OF AS BUILT CARD FOR 354 MASTIC DRIVE, 6/5/84 BY ALFRED FRIELLER, ' LEONA F. KAVANAGH / / 1 / , I j \ , \ \ \WAIM Moue ool�r\nw 1 \ ` \ \\\\\ ,\ .,\,\\1\�1 �I11 1 U PLAN BOOK 174 PAGE 155 �/ �/ r r ,' �y d� / \ TONS MILLS. 7^ \, / x 78.7\ ` '� \� x 7A 3 1 x 72.s \ \\ \\\\\�1 ,,I I t I,11 C / s„ Is I ) \I , 1 \ _ �1\�\��0\` lttl}1''I i'it• NTE 7L" INDICATES FIELD LOCATED. I ' 370 MISTIC DRIVE / / / o �s \ / �, , I x,73.c o \\\\>> 1Lill„+11t Y r \ r roi�+� _ ,, I,I 3 = UTILITY POLE/GUY WIRE � NOTE �,NERE-OtM , .. __ _ 1 �I I 1 I,,n ,, I r I ,, . � • WATER MAIN INFORMATION I " / d1M'' ' ~- ,1 I' ' I' ' N = WATER GATE/SHUT-OFF OBTAINED FROM THE TOWN OF BARNSTABLE WATER N/F INDIAN LAKES ESTATES �� : �"i11' 1 7s �'�, ' 1 ' - }��'I I 't' ' '' $ �, DEPT. (COMM) FROM SERVICE CARD DATED 12/10/93 FOR 345 MISTIC DRIVE. I D Q°`� rx 1 / - x ` , ` t 1 1 -- 11�(+1,'1111rIt111111 1i1 a� ® = CATCH BASIN / ( � x o � 1 I 1 / � q 1 r�lll� ,I, + OWNERS ASSOCIATION INC. /I � 75.2 I ' x e°.42 ' � ' } ` I I `� 1• Ii I / r r rl, , Fi 390 MASTIC DRIVE Iz* ` '1 ` 1 I ,' ,/,'� Il'IIIIt,'t1''il" + OO = DRAIN MANHOLE EXISTING GAS LINE LOCATION INFORMATION WAS OBTAINED FROM KEYSPAN ON cT �/ t \ b I I I,I I , 1 1 1 .�n W f , x77.44 1 i t \ 2 "� ', , 1 I I / , \ ,I III , , Ail 'I JUNE 23 2004 1 - l 1 x7 } i , I �/ �- \ : �,f11111 I tl+ 'Iti ' x79.7 , , I i I ' ',',' ---� se 1t11'11111��Ill Ill y sp _ SEWER MANHOLE 1 I 1 x s7.z_1 s7 ` + 1'Ir'Iil+l+l+ll Ilr1 I, ` } a �• , } 1� I i , , �^ J / _ ,\ , , , ,,,,, ® _ ELECTRIC MANHOLE EXISTING WELL AND PERC TEST PIT LOCATIONS PER PLAN BY DOWN CAPE ENGINEERING TITLED x \ _ _ , , I I f4.3 ' r, x66.1 \• llit111111 01t1 11 ,1: (D - TELEPHONE MANHOLE \81.37\ o _ Boo-- 1 1 x I 1, "TITLE 5 UPGRADE PLAN OF 354 MISTIC AVEUNE IN THE TOWN OF (MARSTONS MILLS) - \ x 1 1 ; \ 111,111t1r1 I I'I f,• ,` 1` , •�• �'m 80.4 ! t , 7.3 I i Y ' �' ) \\ I I,I I I t 1 +i 1 �'L11 ' , O = MANHOLE BARNSTABLE", PREPARED FOR BORTOLOTTI (CONSTRUCTION/MCHENRY Il r _ 1 I11 I I I , - SIGN �, REVISED: 3-02-05 BY ARNE-H. OJNA. RE, P.L.S. 80.6\\ - \�1. 1 1 / I, rl !t 1'' i �I�Ii111111j11,11111 11 1 I I \ \, ` , �• '\ x79.fi , , 1 , , 1 I Ix71.7 I // 11'lllIllI 11'rItillIitIII 'I ® ELECTRIC BOX •APPROXIMATE EXISTING SEPTIC LOCATION FOR THE LAKE HOUSE IS TAKEN FROM I CT o r ., ` �75.0 I 1 ITAVEL DRI\f.WY `� V� / \\\ ` 1 + ' ; 1 I I ` I t 1 i r 1 t 1111111+i 1+111, ® A PRELIMINARY PLAN TITLED "TITLE 5 UPGRADE PLAN OF 354 MASTIC AVENUE" a > , , , AND UTILITY�I1PRovEMENJS 1 1 I \ i ,,I+i ,I r 1, r I = GAS METER BY DOWN CAPE ENGINEERING, INC. 939 h WN ST YARMOUTH, MA. 02675 DATED 1 ' I SHOWN ON AfLAN MTLED ` i \ 1 1 1 ' ix-14. , ,II,„lIt1 I +I I i 'SIZE PLAN FOR 370 k 354 1 / Z x 79.9 ( ( i x 7 6 8 I 1 1111 t 1,11 r ,, °1 t tt',�, ® FIRE ,PULL BOX OCTOBER 22 2004 �i '� x 72.05\. \ ' t MASTIC WARSTONs Wu,�S, MA"\ ` / \ I I I ' ' 1 I i' O GAS GATE 1 t SHEET 4 LAYOUT AND 68.57 A:213 �CI , 1,1 11 'uTIUTY Your a JX M. DA70 07/1*4=k \•\ qd,.4 ;\ ', � ; � i i �7a., d' = HYDRANT SITE LOCATION , , 1 \ \ � 1 I I I i 75.3 1 1 G I , I = SIGNAL BOX x 354 Mastic Drive 77.07 � `, `,\ `, ; x ' ; �I x 76.81 ' = TRAFFIC SIGNAL POLE 7S°; x 77.3 \, �.3 , , 74.Q . = BOLLARD kfarstons Mills, Massachusetts TBM: MAG NAIL SET \ T \III \\ `� 01', �, / /' /'' / �' r' I # = BOLLARD BASE LIGHT POLE PREPARED FOR IP FND \ ` "Bt 2 ' ;/ = YARD/'LANDSCAPE LIGHT Edward D. and Anne G. EL. - 92.26 (ASSUMED) 90•001 `� \ `I ' ° 1 ' ' ' - G Herrick ' / /� ,/ = WOODEN FENCE A.7S 01, �-_w 8.13' IP FND \ \, \\ 1 (, m ^, �/x75.a/� , �4.3 � 4 CHAINUNK FENCE � / OHw---- OVERHEAD WIRES w =.54 !76.0` , , � 1\ ' �' TREE LINE E�Sting Conditions Plan 90• cw cw ` 154.W 238.97' TD CB DH FND b'79.1/� ` / n~ / �/ �,' \�^o /�. _ O3�' TREES & SHRUBS COP ! / = YARD LANDSCAPE LIGHT Eo 83.99 CB DH FND PART OF MASTIC DRIVE ' x J�,3 ,'�, �� ,,' CONC. = CONCRETE BAXTER NYE ENGINEERING & SURVEYING ROAD LAYOUT PER ,' �%� N/F BUCHANAN �I' PLAN BOOK 309 PAGE 68 x 66.6 0 =` CONCRETE BOUND Registered Professional 345 MASTIC DRIVE �' ?1Q3j, o = STAKE & TACK SET s �sy ?20, PK NAIL SET Engineers and Land Surveyors a2pw (C) DISTANCE (COMPUTED VALUE) 78 North Street- 3rd Floor,Hyannis, Massachusetts 02601 ,d 'er►� `�'•�• ?CZ (D) DISTANCE (PER DEED) Phone - (508) 771-7502 Fax (508� 771-7622 _ Awe EXIST = EXISTING - mi°. PROP = PROPOSED 40 0 40 80 J G� N/F GUARINO IN FEET C `; '�� � ry�• 346 MASTIC DRIVE INDEXSCALE. .�, SCALE. 1" = 40' DATE: 04/25/06 Col EXISTING CONDITIONS PLAN r J S ��#00" E C-2 SITE PLAN m 360.000 NO. BY DATE REMARKS DRAWNBY, MCL IDESIGNED BY: ICHECKED BY: MW DRAWING NUMBER C-3 SEPTIC SYSTEM DESIGN PLAN 0:\2004\04-114\CIVIL\PLOT\2004-114EC.dwg FOR LAKE HOUSE 2004-114 0 0 r;