Loading...
HomeMy WebLinkAbout0895 SEA VIEW AVENUE UNIT #C - Health 8,89 Sea; view Avewv� Osterville No. �ZD��/ ' J � •f 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH;DIVIStON -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Disposal *pstem Cunstruttion Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�89�cn � �� ,�� y�' Owner's Name Adcc�ess,and Te.N . Os "ri 1 RUT (r. f�Qh/7J° � i /&9�V MO MY�� 77"' Assessor'sMap/Parcel 0 S/a ankvCt/r nI WC/1e,1/ / 4 Qay0/ In ler's Name Address,and Tel.No. Designer's Name,Address and Tel.No o t t�-►�"; SUS —I rg iii� '�. 50 '-42 -33'-q v.,�tis9 d41� Ati - /t44 O.a Type of Building: /i Dwelling No.of Bedrooms I 1 h 4.5 r /1 Lot Size T,/7 1411 ± sq.ft. Garbage Grinder(/ J0 Other Type of Building S! No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Q© Type of S.A.S. 4 (660egil/11 C°ld J' i Description of Soil _ Al �d" yr / qO A G i7L SiL/� %D �".. tn el- _. ?n k a-5 r4, 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 od!7nd not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. , ed Date 1 Application Approved by ----� Date / Application Disapproved by Date for the following reasons Permit No.&tlI y Date Issued --------------------------------------------------------------------------------------------------------------------------------------- � . IJ ' No. D/ Fee �+�_j�Q, 00 1 �\ s�°f Entered in com uter: THE COMMON1�VEALTH O� MAScSpCUSETTS p f _ Yes PUBLIC HEALTH,W'IS 'N ' hTOWWOF B ARNCICSDTYAYBBtrLUEc tMlOAn SSAerCmHiUt SETTSt aprirati or Disposal ' P's Application for a Permit to Construct/ Repair( ) Upgrade( ) Abandon( ) '❑Complete System ❑Individual Components Location Address.or Lot No.$8� }/� �� Owner's Name Ad ess,and T% No. !j 0sy►►� /��bert �, Farm/ ,Tr. d .Assessor's Map/Parcel Una yGc/r g# Ins ler's Name,Address,and Tel.No. -r-� !q 3" Designer's Name,Address,and Tel.No. �d mn ems,�i 1 �ae�+_ SU - ` Type of Building: Dwelling No.of Bedrooms pp �7p�;n �S%5/1 Lot Size + sq.ft. Garbage Grinder Other Type of Building 1\P S;'L�Ph 4;6-� No.of Persons Showers( ) Cafeteria( ) • Other Fixtures 1 f,Design Flow(min.required) gpd 'Design flow provided gpd ' Plan Date (p Number of sheets Revision Date ' Title �/k G h `0 CSPA�. _1, V e e. r 1 Size of Septic Tank �©Q QQJjjW Type..of S.A.S. 6 dU 1 ni ) Description of Soil f �`C �(� b /X 2n1 .StAk /0 M e. • .Sa n .7S Vic G 14 Nature of Repairs or Alterations(Answer when applicable) -Date last inspected: . Agreement: f The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system,in_.. accordance with the provisions of Title 5 of the Environmental C . nd not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ed s, _ Date Application Approved by Date 112 l 7 Application Disapproved by Date for the following reasons Permit No- - -/ "I Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance k THIS IS TO CERTIFY,that the On Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned}( )by U A,, S �/ N :{. at d� Sea- V/ ve . `-+ ✓l,l,� ,'has been constructed in acccyordance h with the provisions of Title 5 and the for Disposal iSystem Construction Permit No '/�f`33 r dated Installer Designer #bedrooms Approved design flow 3 gpd The issuance of this permit shall not be-construed as'a.guarantee that the system will function has desig fed. p Date d I 1 .� Inspector (/ !✓ K i =------- -- -----------­_- -- ------- I -No.C2 0 41 33 j Fee /50 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct(V) Repair( ) Up"qgrade( /) Abandon(1..) -r System located at � .t a%/ia'_L.t) ( 'p 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. Provid�d:Construction mus be com leted within three years of the date of this pe y 1 1 Date 1 � �/ Approved b —~- t NOU-05-2015 21:08 From: To:15087906304 Pa9e:1/1 'down arristab-le:;' T egulatory'Servkesi Ricliard V` .S.cali:Interan', rector.. , ' h6mgs•McKQ9u,rAreetoir• •'•':' Main et,.Ii�'snnis;rMA ZO•.d' Str•e �s 90=63 .508=7 04,,- r pf cet'.Mg,$62-464� t. instalicr�8i;]Desi er:CerticatialffiForm. ,- } • ge •o/ r '�. ••ssessor's:iV�g�1Parcel'=d4v oiY•;,-' . . . . Sewa Iferinbt#i' :2...Y.. A . :.. 41 nstaHer: l Ns1�]�EI �r—`► Aadeess�- -r arc-:• r , r . W�•b•' r ,r. ;a �r`•r4a '� �.1. J A tari't'iall acxordl as�• nstal'led=subs `rented`aa,�e;w rthe s, tic_s stem:;refe, _ ;':. ; I certi'fy,, Y � lateral°relocation:afthe�. • 1• 'r.•••: 'f� a a •r ''i>yclixde ved'ch Sri 65'.SU ank ''Stn ';out•if aired)�=we`sE;iitspecteilF�en��;tl���soils:`:' - - - . e'folxnd•'satisfa - 'a,' Clliil7 , r 'I 'aertif.tNit`'the•,s_p le'systerii rireferwced'above.was,;i stalled with ': �. 1 atroir of'tkie<S' or'any=vecticaT relo,,cat.h 0 t:ar+};'coin eat'eir:t]iarrl'0'.lateral.re o 71, &;Lacal:'Regulatioris�T]an•ievision or of-the sepfic'system):taut in=accord, withSt •;4 :�.' ;.`•x�k' fi; -' �•uiie;3 wasiins' ectetl;and t)eCso�ls,• low': `Stri out' ,):;,r,. u.. ' - .built�.b •fie§i�gilei:to:'fol • • P=� ..(v:.�. p:; aid-satisfacta 'y• "�;:: ererfu , Y >t}i'� :ste�ii refeger above was•.eoris liy tiu wsth,t}ie:temss: :' >� lcei � y _ Hired. _. s.th G-ae ,e � ; - ,. .., .,r_ >;. ,: (lnstaller'�siai° .store}, . . ... •9n�,•.'�rrG%�.�@,C�."',�w�•'.p;^ . . _ ,,;�,::� ••v,: . .�,., - � .-. : ;.'. �,. :••. , ..•• ,: ASS :T��� �" � •••",Hers, t IV V r > r is flwDesign '• " Y girt :Sign PT.EASlti=`RETURN,,3 1 ARNSTABLE.-RUBL IC-H- AT,TH;:YIT 'ISIONr':.CERTI' ICATE -: OF.•:GO3�'IPLaANC]E,.�y1!ILIL,'I .OT?:BE';ISS.0 Ac.UNTIL: BOTH;TH1S '6ORJV1'�Al�' ICE; CE'IVELU 1CI'Y"T]k]E BARN _ ;,BUILT=CA'I1;D:ie► RE ;.:r �.THANK'YO,u - S't'ABL L� 7 -. • Q:�Seplic\I gnerCcnifici�tWFmn:Rev 8-14=1'3:dac.• . , . . NOTES: ASSESSORS REF.: Map 90, Parcel 04 1.) The structures shown were located on the ground by conventional survey methods on (or between) OVERLAY DISTRICT: 271JUN112 and 28/SEP/15. AP — Aquifer Protection District 2.) The property line information shown hereon was compiled from available record information. ZONE: RF-1 3.) This plan is not for recording and is not to be Area (min.) 87,120 SF (RPOD) used for construction loyout or deed description c., Frontage (min) 20' purposes. 0 o Width (min) 125' C) Setbacks: Lot2eo a, o Front 30' N'F �e R fit. �; o Side 15' PJ gonn5h o (A Rear 15' o Jae rt 0 19Ar 6 m Lot281 e N6a S S, D FLOOD ZONE: 1 Lot282 o 00 V m Zones X & VE(EL15) �+ Based on Map # 25001 CO757J w r N July 16, 2014 M \ #889 uV 1,Sty w/f o Pavalian ..... �Y.Of WASs,C 7. .... �... y Covered •�',,• ••`: Existing Septic p �A Patio 28 4' As Per BOH Card Patio u RIHEUREUX Proposed Spa : : po No s43�o 14'x7.5' .................. ... SIN r---- LOt282 47,141±SF (1.08±AC) L to TCB y ; cb Cb n� O rt S I =0 Z I —. � ,•' Former House •'•. .........I.............. Ga 0� 1 Location V Nf ••.., ................................ L———— C tv O O , N, CAI � n G N rt rt N Ot7�Z G n o m ............................. � C ................................... ? 100' c Top of Comte! Bank -- —_ Y N TCB (Town Definition) T — — — Plan Showing Proposed Spa Deck At 889 Sea View Ave Wood BARNSTABLE Wood (Osterville) Stairs 1e MASS, F (EL15) DATE: 041APRI16 SCALE:1"=40' r.— Deck O 10 20}30 40 60 80 FEET i BOach-- -_.� BOach --_ --— Capetal ___•_ -- -"- I PREPARED FOR: 871 Sea View Avenue Realty Trust 11 Montvale Road Wellesley MA 02481-1609 ket Sou PREPARED BY: Nantucket Sound CapeSury 23 West Bay Road, Ste G Osterville MA 02655 DWG #: C444_6g1 cpp6 FIELD BY. WHK/KAR (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE LOCATION SgI 5 e4&V`e_Q Aya , SEWAGE# VILLAGE 6 S'�a-r'iA e- ASSESSOR'S MAP&PARCEL w®� INSTALLER'S NAME&PHONE NO. l _ CK+aY�ec"SQ.S SEPTIC TANK CAPACITY i 5 6 C7 slops LEACHING FACILITY.(type) 0 (size) K `tlo NO.OF BEDROOMS �5 °°" OWNER JLU�V i1P,w L L P PERMIT DATE: Z_O 1 I COMPLIANCE DATE: �� `Q-0 I Separation Distance Between the: '1'O Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ('o 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 13Y • a G _A.-y= ion°o��' p� /�,�" � s No. Fee — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: U01, Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21ppiitation for Misposal *pstrm Cons"ttion Vermit Application for a Permit to Construct( ) Repair(,X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address o of No.,:N-VZ SSI!Wgji tj 4 t Owner's Name,Address,and Tel.No. GSit! �A e— Assessor's Map/Parcel QCi®^ o I q Installer's Name,Address,and Tel.No.0 ?,5 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size e�� sq.ft. Garbage Grinder( ) Other Type of Building ,Lk l�_ qrw . �� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date q^2—'L-0 k+ Number of sheets �3 Revision Date Title Z)91; ✓�C 1 f�1�.�.-� Size of Septic Tank I S-220 1�-(o Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) P,c,y Date last inspected: F 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 Certificate of Compliance has been issued byhis Board H ne Date 5 Application Approved by U, Date Application Disapproved by Date for the following reasons Permit No. ! Date Issued .7 w* , � A No. Fee e 'OMMOMWEAL- OF M"S CHUSETTS Entered in computer: Yes ' PUBLIC HEALTH DIVISION -'TOWN OFBARNSTABLE, MASSACHUSETTS 01ppIication for Disposal 6pstem Construction Permit 6 Application for a Permit to Construct( ) Repair A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address o of No`.4r V 1 9 S9 S 64,wi t,J R.J Owner's Name,Address,and Tel.No. Assessor's Map/Parcel QcjV- ©I Installer's Name,Address,and Tel.No.C'�J(, JU kX P%s ey Designer's Name,Address,and Tel.No. ����1� /� 3Go�v+^^r/G � S E7f� •`�( Gu�kt4t! /Lw. Cr J5 f—Ij (bl-31- ?197 .. m��, 4 ? '►.�;r3 Type of Building: Dwelling No.of Bedrooms Lot Size 676, sq.ft. Garbage Grinder( ) Other Type of Building S;n,l C A� - No.of Persons Showers( ') Cafeteria( ) Other Fixtures Design Flow(min.required) Ss V gpd Design flow provided _5-,2. 3 gpd Plan Date S"Z— Z a ! Number of sheets Revision Date Title Z Zc7 Size of Septic Tank I'2,2'j ��-/y Type of S.A.S. Description of Soil ,ply C Nature of Repairs or Alterations(Answer when applicable) tj ew 1� -/0 / 7o--�7 d' / C / u A-O j 5, it 4 + ` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t . accordance with the provisions of Title 5 of the Enviromn n?1 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He ,� 4 � ' ,�ign'edk t i f Date Z i Application Approved by Date 5 ,> Application Disapproved by ! ' Date for the following reasons Permit No. r�f� 3 Date Issued --------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C TIFY,that the On n-,sit Sewage Disposal system Constructed( ) Repaired(, A Upgraded( ) t- Abandoned( at � 1 wit,, s,-t e has been constructed in accordance 1 J with the provisions of Title 5 and the or Disposal System Construction Permit No. �l —13e ,ted J / � G� 'f�� Designer �/Installer G #bedrooms Approved design flow gpd The issuance of this permit shall no 1be~coons rued as a guarantee that the system will fifriction'' designed. Date � / / Inspector •- --------------— ------------------------------------------------------------------------------------•-------------------------- ------------ No. / � Fee S� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal.Opstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(}� Upgrade( ) Abandon( ) System located at �� S t!�'(/I�t,.� �( �S��� f 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. f f � Provided:Construction muust be c inJpleted within three years of the date of this permit. Date / / / Approved b`y.. 1 "�---------� "` in . 14:Ll ENGINEERING WORKS PAGE 01 Town of.Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division ' Thomas McKean,Director 200 Main.Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: .S 7 i ! Sewage Permit# '10" -c 3 O Asscasor's Mapmarcel OU -d 1 1 L Installer di Deai®er Certification Form °Designer: ^Cc W o,-t.,t.s \"C Installer: Address: 12- Wes Cm s-r �� �12ci Address: J0- 6 MA a'2�4 4 CeY-�-evz L LQ 1►�L� On �- T t ,--z At &.1-a was issued a permit to install a (date) ((installer) septic system at 88 q �ZAvf. t,`J based on a design drawn by (address) dated (designerr) 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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout(if required) ected and the soils Were found satisfactory. vA pFMAs , �* y PETER T. �n fnnsta��llf.—T's Si ature) M avILEr H ,o q No.35109 Q BOA, /STE a�\Al � s � (Designer's Signature) (Affix Desi ere LEASE RE STABLE PUBLIC HEALTH DIVISION. CERTIFI A OMPLIANCE WILL NOT 'BE ISSUED IL BOTH THIS FORM ARE RECEIVED BY THE B PUBLIC HEALTH DYWRTON. THANK YOU. gAaffice hrmsWesignercerrifieation form.doc 701,I-j P rw 1Y2 11 r Make application to local Fire Depart(nent. D 90 �(/`� Fire Department retains original application and Issues duplicate as P UNSTABLE TOWP, CLE /(-A pp VZ, P-10-11>1 A 'Ar/ PLICATI ON and rr"'E j AP for sioracia tank.r�movw and transportation to approved.terk disposal yard in aocord-,ance with the provisions of N1.0tJ"Ch.pt.; 146r, Section 38A, 5,1.17 CMR 9,00, application is haveby made by: a v I PartrLershi,) Taft Owner Name�,nfoanq now) X zj- "0 ComaStly Nzrne Envirc-5afe e h-a 0 n Drive- -Addmss 14F, Jan Add Sid ti�r� or M A pemilt) plyi:io 1w, perrfiit', (If a �yirgf ot d D IFCI*Certified L nvier-- Tank Lrxz-,ion _!P,89_sea viaws. _:lu �=s � z� I3s_ __L1.?i112fu ---_—_— Gwof City I Tar.,V CPPRC!ty(9,5VOM) Sjbsiance Last 8,Lored Tar,k Dmiensl"(OL I. t,0—S a e Hazardous v,'rtsts Man'llep't-P E.P.A, Approved tank diepo,.,,aj yard Turnei� Inc- 002 Tank vard Tyl-o ofirie.-k ga<, 'r ink.y6vd addras, -.23.5 (`ommerci al S t r e e.4 _ NIA r tj 0",Tcwn FDVj# __.aLcj�,4_7, E)afQ of issue 11 a Y 3 1 2 Q Date of expiration _—june-7-,— Dig saffoapprovsln,�Tiber: 062009975 of Officar gra, P'all-p-1, Signatum I Title 1 Af.orwmoval(s)"Cor,e;tjmptive fire!cl!tzr.'ts exernpil,d)Sor--.6 ,� n�P-290R signed by Local Fare Dep".tot T P.eg 0 1,,jt%yv Compliance unit,Dcpatlrnard 0 Fire Servlcett,P.r).gf;,x R.cncf,Stow,PIA 0177m, "International Firs�V`ode Institute .FP-292,'Yavi3od VIP) J e ' may. ea Vim �sfe,rv►=ll�, P%i o2465, k=i dMap/Pa`rcel�090014Town of Barns'tale � � � �r Health Department Health x MaplPa cel 090014rp TankNbr�0 1°ag Nb�s 00 _ ;;E ,'�In"s a led Location' B J yTest Notification Date��— ;s Status _Dates RemoYai Netiflca#ion flats � � s y Test y Wm F Ab antl n ri N s ' Remova ] "°u� 05/31/2006% V y z I artance � z z ".F� 'FcfeiStored G € :',a� due tor�age Reason ; xa x y 0 Construction y eak Detectto Cathod� Detection r StvrageTank`Info' 500 � h : �� � r La: a.��� rff, ,4dditionaiDefaiis Removed no leaks alp �� ' fiy s ��� A►dd�� �C�hange � � `� W, a K.. ..< orb,/ r� •..!„w.�... ,�;,,,,,,:`- .»� ...:s � ...........�,. .,...* i ,,,,, .!' ._�. :n.,,,:c �.�:.saw,,,, ... 1�G i 01ti 0, b VGc.Q of � 2oo I . (gee a.7Hadk-P-d ` Town f Barnstable Find MapMarrcel 090014 ` Department Wealth System r MaplParcei 090014W. s ' ' a �Tank4Nbr01� TagNbr00682"„^" installed 01/01/1973 Loca�on B ���Tt Notification Date' 06/21/1993 ;��� � Status , Hate Removal�Notificat�on Dates 07/06/1993 11/23/1993` � Test 1 < a Abantlon 3 z x Removau E 12/06/2001 a � Y 'Hm f 3 Fuel Stored• FO I g�� � �.-,. Capacity Gonstruct�on� Leak Detection Gathod�c Detection � $torag Tank Infoy 002000 i SS� r /� \} �AddKional D��et�ls �j Lq, r iY B� a DEC. 10. 2001, (MON) 11 :09 CENTERVILLE FIRE 5087902 "05 F'AuE. '1 IVIQ;%a arTHtVgltvl7 w Ivvol t'llc vG}Iot ancllt. r Fire DepartrnJ,!nt retains original application and issues duplicate as Permit. r R�°/?: I ' - AP , LiCATION and PERMIT_ Fee: for storage tank removal and trLsportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Sectioa,?SA, 527 CMR 9.00, application is hereby made by: • Tank Owner Name(please print) _ Q.G� ��-7 4 X p Q Rav all 0 D•fflh Address I ,liWN - - - dry &are Zp Campany Name Fnvi ro-San Co.of Individual_l' s/�q V — .11-PM? Pnnt Address P•0 B0X 810► E gjSandwich, MA Address PrrixU253 7r Signature(if yl for mit �I Signatwe(ii a i g fflr rmit} j1t. ® IFCI Certified Other O iFCI Certified 0 I.SP # Other Tank Location �$. Igs�,ca let t) ��'nl i ���� SraelAddresa wy Tank Capacity(gallons) _ ,� Substance Last Stored ��>L 1 �I Tank Dimensions(diameter x length.l; Remarks; Tank Removal, J� Firm transporting wasteE ny i t('—., are —State Lic. It 329 MA Hazardous wasto manifests ��jj 0 S y -_!- C.P.A. MAD9 8 5 2 6 9 3 2 3 Approved tank disposal yard Turner Salvage Tank yard# 002 Type of inert gas, Tankyardaddress 235 Commercial Street Lynn, MA • 01920 City or Town Centervillej! FDtD# Perm!tq Dale of issue __T1ecembjar. 6,. 24 ii!li)1 _ - Date.of expiration December 20, 2..001 �05 ji�y�0 ,00 Dig safe approval number; _ ig Sa oN Free urnh 800 322-At344 III Signature/Title of Officer granting pePIma After removal(s)send Form FP-29oR sl`ned by Local Fire Dept. to UST Regulatory Compliance Unit,One Ashburton Place, Room 1310,Boston, MA 02108-1ela. ij FP•292(mvlmd MM it ter/ DEC 2 12001 7-� _ TOWN OF BARNSTABLE HEALTH DEPT. L t Town,.,of Barusta.ble aS- ,. 13 P# rt' parttneut of Regulatory Services x s De ; Pubhc Hcahh;Division 200 M i tf4 � a'n Street,Hyannis MA 02601 Date SchedWed �- Time: 0 Fee Pd r90 ►Sail ,Suitability Assessm is ent` o Pelformed•Iy: f'�k :r,aM�:.c-�, + �� r.f �'ewage Dposal n Witnessed.By v,^ VI/ i Location Address LOCATION;& GENEItAI,FORMATIONµ G^vj Owner's Name � (r Jrvl I�C f1A Ma%P Address A Assess oe's p arcel ." , , tqi+ ,�Q .: -7---• ®� y Engineer's Namc NEW GONS'IRUCTION REP AIR ,z w, �. 5��1?ety` ,:tit•�...�, l�c Land �s �13 iti^c,( - t Telephone# ��$1 f Tel 7 7 Slopes Surface Stones wl"�Distances front Open Water Body >t,S0 - PossibleWet•Area 7! . --�_ft Drinking Watt.We ).l V ll Drainage Way --, S�+/r _ft ft Property Line Other ft SKETCIIr,(Street name,dim ensions of lot,exact locations of test holes&peic tests.loc .... ate wetlands intp mxrmrty to r I , n . I t , " , Parent matenal(geologic)• A 1 V C- j-Depth t0 Bedrock . � Dept to Groundwater StandingWater in Hole: Weeping from Pit Faaa ` 6J Estimated Seasonal High Groundwater 1 •`7l 3`Z " �"-"�'" DETERNIINATIONFOR SEASONAL�IIG WATERtlTABL,E } Method Used Depth Observed standing in obs hole: Depth to vreepmg from side of obs,hole:, ln, Depth to loll mottles Index Well In,• ©roundwatgrAd ustment fn' Reading Datec Index We11 level'' ft. . AdJ,thctor._...e—...Adj.;droundwnterLevel.,,;: E PERCOLATION S`�' bete xtme Tltnent 9re' me at6'a T k ►me @ Z4-ViTime(0-61t)k ch 'Site Suitability Assessment: Site PasseB _ r Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division` Observation Hole Data To$e Completed on Back ***If percolahon.test is to lie conducted within 100' of wetland you Barnstable Conse>�'vation Division at]east one(1) week prior'to�be inmust•first notify the g g • WSBPTICIPERCI?gRM.DOC ' DEEP DePth from .OBSER'VATYON HOL-E G Soil Horizon Surface(in.), SoilT LOG exture HOe Soil Color(USDA). Soil (Munsell) Mott1In .0tlter g. (Structure,Stones;Boulders, t_S U G 14 Q. G .S DEEP OBSERVATION HOLE LOG Depth h0m Soil Horizon Surface(ia.) SolLTexture Holt?+# (USDA) Soil Color Soil. (Munsell) Mottling Other ® p !; (Structure;Stones;Boulders. G � • .c�� l.n �2�± s• % rav w s 10 r'LS DEEP Depth from OBSERVATION=HOLE LOG Hole# Soil Horizon Surface(in.) Soil Texture Soil Color Soil (USDA) (Munsell) Mottling (Structure,Stone Boulders. e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in:) Soil Color Spll Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders, a Flood Insurance Rate Map:, Above 500 Year. ood'boundary No_ yes _ Within'S00year boundary No .._'; yes Within IOOyearfloodboundary,No. .yam Death of Natur-ally`Occuirrine Pervious Material Does at least four feet of naturally'occurring pervio s material exist in all areas observed throughout ... area proposed for the soil absorption'system7 76 If not,what is the depth.of naturally occurring pervious material's Certification . I certify that on l Ov .__.(date).I have passed the s .otl evaluator examination approved by the Department of Environmental Protection,and that the above analysis was performed by ma consistent with the required training,expertise and experience described in 10 CUR,15.017.; Signature ,,. ZC �- Datb ' �' l% Q:1S21'Tl0PERCFORM.DOC / Ft�r Town of Barnsta blie Barnstable AI-Ammica 0v Regulatory Services Department ► 3ARNStAStF., 'SS. Public Health Division v� 1639 .�0 n m 200 Main Street, Hyannis MA 026 1 t% 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 j Thomas A.McKean,-CHO CERTIFIED MAIL# 70081830000205009168 7/10/09 Seaview Ltd. Partnership 185 Asylum Street Citiplace I Hartford CT, 06103 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 889 Seaview Avenue, Osterville MA was last inspected on May 26, 2009 by Patrick O'Connell, a certified septic inspector for the State of Massachusetts The inspection of the septic system showed that the system"Failed".under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to an overloaded or clogged SAS. • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool You are ordered to repair or replace the septic system within Sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ORD THE BOARD OF HEALTH s � Thomas McKean, R.S., CHO Agent of the Board of Health S S _tZ*rl - 't`$q'iv t` ^c� r'�"'�+�"'° ,�s l,'+1ky r,;;�5 .r'., sp?,,n'......ra'aa.+gNsr,�... +t,-a ,,4 • - .. TOWN OF BARNSTABLE ;UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION OWNER AND INSTALLER INFORMATIONf ADDRESS: MAP NO. 1 PARCEL NO. I,f _ a T OWNER "NAME: CA 7`14 I-Z pq 1'7./ar F* 4.44 f 7--- V I LLAGE: 0 1 r e� L.6 . INSTALLATION DATE: � 7 _ BY: ADDRESS: . _. CERT. NO. �(y hey r�plJONE'D 8 7 A TANK INFORMATION LOCATION OF TANK: CAPACITY t TYP AG `rI' FUEL/CgkMI.CAL , - 1,4-J ,nj , . n*1, � F• TEST I NG-CERT I`F I CAT I ON,¢ `] PASS C ] FAA L DATE gym! LEAK .DETECTION C ] CHECKiIF N/;A, TYPE/BRAND :` ZONE" OF `CONTRIBUTION ,&YES, C ] NO DATE TO BE"REMOVED y \, kg. •. FIRE DEFT. PERMIT.. ISSUED . C ] '',YES,: C NO" DATE ; CONSERVATION C .CHECK IR N/A DATE` I Q` BOARD OF HEALTH TAG NO C""""]Cj(},} t _-C ] DATE fa PLEASE PROVIDE` A SKETCH SHOW I NG�`TF'IE`�'?TANK '.LOCATION.-ON. THE BACK. OF THIS CARD t t �uj3. Avii�- �fo� ah- r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Cisterville . . MA .02655 May 26, 2009 every page. Cityfrown State Zip Code Date of Inspection Inspection results must be submitted on this formAnspection forms.may not.be altered in,any way:` Important: When filling out A. General:Information- _.. � - - forms on the computer,use +. Inspector. U only the tab key f to move your Patrick M. O'Connell cursor-do not Name of Inspector h use the return _ key. Septic Inspection Services Co.'' ' g Company Name 189 Cammett Road Company Address Marstons Mills MA 02648 Cityrrown State Zip Code 508-428-1779 S112855n -Telephone Number, License Number '`' B. Certification t I certify that I have personally inspected the sewage disposal system at this address Ind that the , information reported below is true, accurate and complete as of the time of the inspection. Tht-inspection ' was performed based on my training and experience in the proper function and maintenance dUbn situ sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.740 oPI UZI Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally':Passes ® Fails �- ❑ Needs Further Evpkation by the Local Approving Authority W !j May 26, 2009 In ector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. 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. 09-63 Seaview Ud..doc.08M Title,5 Official Inspection Form:Subsurface Sewage Disposal S tern-Page 1 of 15 • 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 May 26, 2009 every page. City(fown 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 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. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is 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. *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. ND Explain: ❑ 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 ❑ obstruction is removed 09-93 Seaview Ltd doc•08106 Title 5 Official Inspection Form Subsurface Sewage Disposal System-Page 2 of 15 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Osterville MA 02655 May 26, 2009 required for y every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ 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 ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ 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 datermiines 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 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. 09-93 Seaview r_ld doc•0&06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 0 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information rs required for Osterville MA 02655 May 26, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ 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**. Method used to determine distance: ** 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 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: D) System Fetilure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® 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 ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® 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. 09-93 Seaview Ltd..doc•08M Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Osterville MA 02655 May 26, 2009 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® 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 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. ® ❑ 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 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 ❑ ❑ 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. 09-93 Seaview Ud..doc-08106 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Ostervllle MA 02655 May 26 2009 required for every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes IJo ❑ IZ Pumping information was provided by the owner, occupant, or Board of Health ❑ Z Were any of the system components pumped out in the previous two weeks? ❑ IZ Has the system received normal flows in the previous two week period? ❑ Z 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) ® I] 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 ® I] 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: ❑ 1Z Existing information. For example, a plan at the Board of Health. ® I] 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)] 09-93 Seaview Ud..doc•0=6 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 6 of 15 I Commonwoalth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for y Osterville MA 02655 Ma 26, 2009 every page. Cityfrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): NSA Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Unknown Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?(if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal tlse? ® Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): 370,000 gal. 506 gpd. Sump pump? ❑ Yes ® No Last date of occupancy: 3 Months ago. Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Ga?Ions 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: Last date of occupancy/use: Date Other(describe): 09-93 Seaview Ltd.doc•Oal06 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information i;; Osterville MA 02655 May 26 2009 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volurne 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) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 1976 Were sewage odors detected when arriving at the site? ❑ Yes ® No 09-93 Seaview Lbd doc•08/06 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue _ Property Address Seaview Ltd. Partnership Owner Owner's Name information is Cisterville MA 02655 May 26, 2009 required for Y every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 3 -- feet Material of construction: ® cast iro,i ❑ 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): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) **Tank located in driveway and is not H-20 load rated** If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimension:;: 8.5' long x 5.2'wide- 1000 gal Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle 26" Scum thickness 3 Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 101, How were dimensions determined? Measured 09-93 Seaview Ud_doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is y required for Osterville MA 02655 May 26, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levelE;as related to outlet invert, evidence of leakage, etc.): Liquid level is currently at bottom of outlet invert, observed solids on top of outlet tee indicating hydraulic failure. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimension;;: 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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): 09-93 Seaview Lid.doc-0&W Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 Commonwoalth of Massachusetts - Title 5 Official Inspection Form o Subsurface St3wage Disposal System Form - Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Y required for Osterville MA 02655 May 26, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) Dimensions: - Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm leve': 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 Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" 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.): Box had reviousl been full to to indicating leaching system is in hydraulic failure. P Y P 9 9 Y Y Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 09-93 Seaview Ltd doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 J Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •i 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 May 26, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: One 6x6 pit. ❑ leaching chambers number: ❑ 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.): Pit was located under driveway with metal detector, was not excavated due to evidence of hydraulic failure in previous system components. 09.93 Seaview Ud..doc 08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 889 Seaview Avenue Property Address , Seaview Ltd. Partnership Owner Owner's Name information is Oste►yille MA 02655 May 26 20W required for , every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 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 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.): 09.93 Seaview Ud..doc•08M Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Osterville MA 02655, May 26 2009 required for , every page. City/rown State Zip Code Date of Inspection D. Systems Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposai,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 buildingt , \ \ \ \ \ \ \ \ 4 4 ♦ \ \ \ \ \ \ \ \ \ \ \-\ \ \ \ \ \ \ \ \ \ 4 \ / / J J I / I J J / / J / / / / / / / `.1 %J`I`J%J`/`I I I`I%%I/`/` / \ Front . . \ . . . \ J / J ! J / /.J / / JJJJ / ! / / Door JJJ ! / . JJ / / / / JJ / / ! / / / JJr 4 \ \ 4 . . . \ % 4 Wheelchair Ramp 4 .i. • cf -� Commonwealth of.Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 889 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is Osterville MA 02655 May 26, 20091 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: . ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to round water: g feet Please indicate all methods used to determine the high ground water elevatioh: ❑ 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,Jnstallers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: 09-93 Seaview Ltd..doc•08106 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 15 of 15 i N West Bay -- -- Nantucket sound------- ----- � HIGH WATER_MARK.................. fie° Beach I s S .................. i 1 Seavie. Ave . LOCUS Sand Dune Nantucket Sound coa5tal Bank I LOCUS MAP NOT TO SCALE ----- FEMA ZONE V17 (EL 16-____'=_-�-�.._--_-_: 1 FEMA ZONE V14 (EL 12) Top OF COASTAL BANK w (LOT 282) .2 0 (, APN 090-014 56,694 S.F.t - N FEMA ZONE V14 (£L 12) - ---------------- ------ i FEMA ZONE B(opp�ox.) _ i potio t iEJO$TU1i(i _ 100' BUFFER ^ 3 HOUSE(#889) 0 CO TAL BANK O N LCB 1 N ?0 0 UQ Z w J i w I a M d i N O 1 N 1 APN 090-00J 1 AMA ZONE B r�ox.) w FEMA pv�NE C 1 i APN 090-013 LCB ' --- - - _-- -—-—- SEE SHEET `J - 30 SCALE o APN 090-012 APN 090-004 (Do (VACANT) O M O n (0 w O :V s M c. a0 M Z � C N MO U O O ��� OF MASs9 20.00 PETE T. 132.22' �cQ CyG N 86'10'00" E IN86'10'00* E CB o R �, �`�/� 'VIEW AVENUE, � 1/ / . McENTEE JL/'1 V/L Irlr /'1 V�NV� CIVIL OWNER OF RECORD No. 35109 SEAVIEW LP �9 REGISZER``0 185 ASYLUM ST., CITY PLACE 1 0 S E�1G HARTFORD, CT 06103 2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 889 SEAVIEW AVENUE, OSTERVILLE, MA Community—Panel No. 250001 0018 D FLOOD PLAIN DESIGNATION Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 Map Revised: July 2, 1992 Engineering by: SCALE DRAWN JOB. NO. Zone V17 (EL 16), A14(EL 12), B & C Engineering Works, Inc. 1"=60' P.T.M. 142-11 SITE BENCHMARK REFERENCE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. Community—Panel No. 250001 0018 D — RM 35 (508) 477-5313 5/2/11 P.T.M. 1 Of 3 ` -- 18 -- EXISTING CONTOUR X 17.82 EXISTING SPOT GRADE Nantucket 5ound . -W EXISTING WATER SERVICE x338 11 UNDERGROUND WIRES HIGH WATER MARK3.31 TEST PIT . . x -• • BENCHMARK ------ LEGEND _4------------ Beach - +63 -----------------5- _ J ------� - ----- - 6-- --- +6.47 --•{p------- , ----------- - Sand Dune ------------------------- I +6.72 -- --- ----- ��_�--"----- ------------------ 57 N i V 6.35 t 7.25 ------tQi---------- --- _--_- --` - ------}0------------- --- ---1-0"---- --------�z-- ---------------�2-CoaSt-a� -r�-Banc---------- 12-- ------ DECK ------ _ 44----------------- --- - ZONE V17 (EL-16)--- _.=-9- =:_�=-16+==__�• see---_-lr=__:-a�i6.zi i6-2 IWA ZONE (EL 12 1�14 Y.oo TOP OF COASTAL BANK 17.35 (LOT 282) -H APN 0 9 0-014 ° p �56,694 S.F.t p,O Z ��-• 19.94 20.04 '- i I patio a O l 19.61 N U ��X1�71NG i 100' BUFFER .0 M M - HOUSE(#889) �Ga TO COASTAL BANK _ T.O.F.=20.411 r - ` r = - +18.78 OCB SEAL .. SPIKE4 -17.89 patio I i-L20 7.51 + BENCHMARK SET 19. 0. . . i�,67' \, INSTALL iRT. FRONT COR./BOTT STEP 1a.98 (b: 00 EL.=18.44 (NGVD) 18.9 lsss � CLEANOUT �17 90, 9 19.40 O O 722' i .. :.:7,7 `- e7 PROPOSED SEPTIC TANK `. 17.83.:. .44 I 1500 GALLON CAPACITY Z.67 I Cb I EXISTING SEPTIC TANK i 17.59 �... TO BE PUMPED, RUTURED, FILLED WITH SAND AND ABANDONED. to X ✓. ao I 17.46 (V iM ic 17.25 IN 17.53 ��� 1 i 17.52 j r T 1 I 1 �jl H i7.02 X1 EXISTING LEACH PIT I7.01 i I -(APPROX.-NOT FOUND) ' 0 CONTRACTOR SHALL LOCATE, PUMP, F+ � I FILL W/SAND AND ABANDON 1i 17.5 17.08 1716 r 1 ItI �H-++l I I I I I I t 1'7.13 A ���� 3S ; OF TP_-1 I MQSs9 17.20 11.3' c�P cy 17.50':..::.... .. o PETER T. Gs IT.6,::.:; .':.. ;.:.. .. � g McENTEE CD CIVIL 139 ro a� No. 35109 `�..`.:.:. L P 1 N 6�j APN 090-012 A9F PSI I F EN iesi;. (VACANT) \76 i + 9..7 •. . PROPOSED SEPTIC SYSTEM UPGRADE PLAN 18.76 889 SEAVI EW AVENUE, OSTERVI LLE, MA (rr Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 J O { Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=30' P.T.M. 142-11 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. SEA WE I AVENUE (508) 477-5313 5/2/11 P.T.M. 2 of 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.14.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT . INSTALL INSPECTION PORT OVER END UNIT T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE EXISTING F.G. 17.3(MAX.) F.G. EL.=18.5t � F.G. EL: .17.2t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 15't INSPECTION TO SEWER CONNECTION ± L = 53' L = 8'(MAX) PORT @ S=1% (MIN.) ® S=1% (MIN.) p S=1% (MIN.) 1 MINIMUM 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC, ) 6" io'I " s 1 4" 10.75" TO INV.=15.25 48" LIQUID INVERT LEVEL ADD GAS DAPPLE INV.=14.27 PROPOSED INV.=14.10 4 ROWS OF 8 UNITS AT 5.0'/UNIT = 40.0' INV 139 INV.=15.00 D-BOX .= . SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER TIE IN TO EXISTING SEWER BACKFILL WITH CLEAN NATIVE OR AT, OR ABOVE, INV.=15.50 PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=14.33 INV. ELEV.=13.90 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK, D-BOX SHALL BE SET LEVEL AND TRUE BOTTOM ELEV.=13.00 TO GRADE ON A MECHANICALLY COMPACTED SIX 2.83' INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=11.3' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=6.2 = MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 8-ADS Are 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. SOIL LOG DATE: MARCH 19, 2011 (REF# P-13,254) SOIL EVALUATOR: PETER McENTEE (SE#1542) WITNESS: DAVID STANTON-HEALTH AGENT GENERAL NOTES: Elev. TP- 1 Depth Elev. TP-2 Depth � 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 17.2 A/E 0" 17.2 A/E 0"LOAMY SAND LOAMY SAND BOARD OF HEALTH AND THE DESIGN ENGINEER. '_ - - _ 2. ALL WORK AND MATERIALS SHALL CONFORM'TO THE REQUIREMENTS 16.6 B10YR 4/2 18" 16.6 610YR 4/2 18" OF THE STATE ENVIRONMENTAL CODE, TITLE. V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. LOAMY SAND LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 5/8 1OYR 5/8 13.9 40" 13.9 •40" TO INSPECTION AND APPROVAL BY THE BOA-RID OF HEALTH AND THE C C DESIGN ENGINEER. PERC 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 42"/54" ` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON N.G.V.D. r 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MED. SAND MED. SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 2.5Y 6/4 2.5Y 6/4 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 6.2 132" 6.2 132" DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. - IN SAND ("C" HORIZON) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER OBSERVED CONSTRUCTION. ` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 63.25" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 16" INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. .13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 34.5"' IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. TOP VIEW DESIGN 'CRITERIA 60" NUMBER OF BEDROOMS: 5 BEDROOMS END CAP END CAP FRONT VIEW SIDE VIEW SOIL TEXTURAL CLASS: CLASS I END CAP DESIGN PERCOLATION RATE: <2 MIN/IN. REAR/TOP VIEW : UNITTY DAILY FLOW: 550 G.P.D. No CHANGE WITHOUTRATION NOTIICE. PRODUCTANDABILI DETAL MAYECT SIDE VIEW DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. - DESIGN FLOW: 550 G.P.D. GARBAGE GRINDER: NO 4640 TRUEMAN BLVDLLWILMO HILLIARD, OHIO 430.26 Are 36HC DETAIL ak LEACHING AREA REQUIRED: (550) _ 743_.2 S.F. ADVANCED DFWNAGE SYSTEMS,INC. 74 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM) 889 SEAVIEW AVENUE, OSTERVILLE, MA USE 4 ROWS OF 8-ADS Arc 36HC UNITS WITH NO Prepared for:' Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 SEPARATION BETWEEN EACH ROW & NO STONE Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering Works, Inc. 1"=20' P.T.M. 142-11 (Arc36HC Units) 32 UNITS x 5.0 LF x 4.80 SF/LF = 768.0 SF 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74(768.0 S.F.) = 568.3 G.P.D. (508) 477-5313 5/2/11 P.T.M. 3 Of 3 F CESSARY FOR THE 1 FUNCTION OF AN ITEIv. �G r� SUPPLIERS AND SU$'C( INFORM THE GENERAL. Li t : EQUIREMENTS FORT ES, WHICH MAY T TO SDUBMITTAL OF FIN, x306 DRAWINGS SHALL N07 - 35'-5 r N PIt`aFN" f1rJS AND/OR S HAVE BEEN EPRODUC xl D I O'-5" IFFERIENTTIIAN OR)G R-0. ;rx Drawing Copyr z 4'- 1' PATRICK AEARN ARC) { � - T-511 tl.��811 AHEARN A[iA EXPRESS QZ COMMON LAW,COPY R IunmlgiPROPERTY RIGHTS IN TJ ` DRAWINGS ARE THE PR T --- > �. AIAEAND SHALL NOT BI `kr OA - r 12"SQUARE'.. MANNER NOR SHALL TI- g COLUMN TO PINY Ti-IIRD PARTY'A G SKETED GLAS-_ :x s -- OBTAINING THE EXPREE W I I I I I I DOOR AT FIREBTX I I I I I PERMISSION OF PATRICI I I I I STONE FIREPLACE I I MASONRY F.P. LLC,AND PATRICti AHE, R 1. _ _ — _ — = _ Bath I I I I I I I WITH RA15ED HEARTH I I STANDARD FIREBOX: o- 42" W X 32" H RED BRICK HERRINGBON E` I _ _ _ _ _ _ _ _ - - 1 Dra wing Titx� - — IF Cl BULKHEAD TO BASEMENT 11 II rl II II ►I Ba emenl it II Ii II II • . III II II I ► I - - - -- - - - - - - - - FIT- I i i 1 I I L I I 11 ►, or, an(Flo 30" REF I = _ = lI� 1 `I- } �- - -� f- - =tom I.I. P lans ' fI If II II Lam;` , II I.1 I I I I I I I Stud;Io . I i H=l _ (G EDRAL CALLING A � I I I 1I :PERGOLA ABOV 0 - - - _ _ - _ _E — L11 � ii Il I I1 11 I II 1AuguSt 21 , _ IL I II Ii II II I50 II II iI II ► II II = _ ice = ISsuEDar>=s I I / I I Table Queen I J - ) I II II S f EKMIT: �1 i i i I i ;r. T_-�7 I I I I . . 1 — — 0 CON5TRUCTION: II I1 II REV1510NS: O Date: 1 2" PILASTE R - - - - - - - - --- - - ❑Date: 'I: I —. _ — — _ ❑Date:' -01 21 1 2'-01 ❑Date: 1. O Date: 1 -- - - - - - - - - - _ -. - - - - - - - -�I I I - - -1-- - - - - - - - I El Date: I ! I I i i 1- - - - - - - - - I--- - -- - - -- - - -- i IERED ARp� °— 1— — — — — - - - - - - -= - - - - - - - - - ! ¢ 4450 _ o so { 1 2"SQUARE o MA TO FUTURE POOL COLUMN A OF 0,Psc RINFRFE RNT Y ,q r p.�4 Ve PT .ems 5 3 5'-5 _ 10'-511 25'-0" 6 511 9'-3z' 1101-01, _. 7 PRECA5T CONCRETE - AREAWAY 5TAIR5 - -- Basement .5e cod (UNFIN151ED 5TORAGE O s t aIALL 31-011 x G' r ° - � �g /F � no d s - J 0,14 i s+ka� � a!•' I v r F Ellen C/Weld Tr NIF C1860 LEGEND: 3 a 831 Sea View Avenue Trust David N Khoury, Tr. ° Cedar Trees 4 �i '� �'� �• k� if ublic Way) Ave (q 0 Wide P �__oh " 0 •09026 i HollyTree S(� VieW --°h `i� LSD i- ----d, N 100 - 20.00 f _ .1 Deciduous Tree . Coniferous Tree A a 43,561 SF,ffOOfAC) ►' ! El LCB Land Court Bound.: W 1 i 1 I 0 CB/DH Concrete Bound w/drillhole o SB/DH Stone Bound w/drillhole .. 1 -0 Guy Anchor 1 sty . Utility Pole w/f Garage ° I ' Hydrant LOCATION MAP: t ^+ (D3 Hose Bib L Clearing 1 I o I q #895 y ` r i • Light Post Scale: 1" = 2000'f 2 Sty w/f ! �• , OO Water Gate (round) { Gatehouse _ � , OHW- Overhead Wires { i o 1 i t ��� _---25---. Elevation Contour 0 Lo E Underground Utility Line CD l I I 1 I 1 ASSESSORS REF.: l 1 Pa stone , 090, Parcel, 014 Lot280 I J P Area arking Ma p lo 1 N 43,�63±SF (1.00±AC) -0 C ZONE: I 0 OVERLAY DISTRICT. 1 L_ t -- ------- - 0 1 RF-1 Area (min.) 87,120 SF (RPOD) AP Aquifer Protection District �� 1 o t �° Frontage (min) 20 r- �. _ �,: tt °l - t Width (min) 125' Setbacks: FLOOD ZONE: t Front 30' • t Side 15 Zone B, C, A1412) 20-- i� Rear 15' Community Panel No. V17(EL16), & V11(EL16) 1 � + - ;............... 50 01 0018 s ► I #2 0 D > rr, 1- 1 1 July 2, 1992 1 Lawn 881 I; 1 1 I .; ,;- i t� 13i Py W/f 1 1 / D jelling VI l 1 sty w/f \ ° ► ► o - - - - - - - - - - - - - - Fitness Annex .,� w i 1 w r-- ........ o J 1 1 U1 O o + ° 1 E \/ �� + 1 1 sa I N O Co \............. 1 rn .....:.......................... O Cn ► O I lob rn` I m , I _ - - Strip out_Unsuitable materials - - --i o < i i '� .... o�,. I SAS DETAIL w n NOT TO SCALE lzt cn ,1u ° M (over Drive �-1?i ' rr ; ; SEPTIC NOTES ve / 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours rt l 9 ,1' 125.00 / 1 '1 �,� i' \ 1 Meetter W ry 45 LOt282 S86'10'13W I Prior to Any Excavation For This Project the Contractor Shall Make �� the Required Notification to Dig Safe(1-888-344-7233). i' t / The Contractor is required to contact the Engineer at least 72 Hours 47,141 tSF(1:Q8 AC) LOt �84 / �\ , W 9 g 1 } to G CB v 47,943±SF (1.1 O±AC) / l Prier to Construction for a Pre-Construction On Site Meeting. xistinq septic I i to TCB i l ^ 2.The Contractor is Required to Secure Appropriate Permits From Town pprox. Locationl J , s per eoH c !� iv W / tv Agencies For Construction Defined by This Plan. Penult #2011 t3�J >>� t�' i _ _ F3-- �� O i v \ / 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to T 1- Assure Watertightness. In General,Water Lines Shall be Constructed in v ° 32.9' Proposed N Approx Septid Coordination With COMM Water,and Shall be in Accordance € 1 as per BOH C.Xd osed 1500 Gallon 0 rt i'.. With 248 CMR 1.00-7.00&310 CMR 15.00. TH 2 D k / Sep tic Tank m ��' �" ! 4.A Minimum of 9"of Cover is Required for All Components. 00 ro "used 5.All Structures Buried Three Feet or More or Subject i PCY) 'a vll iorz, v i -_-` �� co i n to Vehicular Traffic to be H-20 Loading.It is the Engineer's $ f sty w/f Recommendation that H-20 Always be Used # cb 6.Install Watertight Risers and Covers to Within 6"of Finished Grade CIOj ��� j e'' I ,/ / Z Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber and To Grade When Paved over. R. n t 7.Septic System to be Installed in Accordance With 310 CMR 15.00& i - t ® .. Cb� 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable •c1 tv - _ - _ - -18-- - I t Board of Health Regulations. I a ..... .............. . , O po , c Cn I f Lawn 1 _ - 10 8.All Piping to be Sch.40 PVC: ?a I I ............ rn - - - - - -� TA n ° ► / - v / 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 1 Sump of 6". 1+ L h Liquid , I , 0.The Separation Distance Between the Septic Tank Inlets and I Outlets Shall be No Less than the iqui Depth.Inlet Tees Shall Extend ------_--- I a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Proposed f----- L_- Strip out I Below the Flow Line,and Shall be Equipped With a Gas Baffle. I i ------------------ i 11.Existing Septic Tank is to be Removed or ruptured and filled with clean �• I Fill in Accordance with 310CMR15.354 and the field be removed and #871 I filled with clean material. I /Lawn Existing 2 Sty w/f Dwelling Ol,r ° O 0... ..O W I O O EO Finish Grade / ....i I I orr(T)s Existing 1500 Gallon I f..... ......... . ... . < ' b - -= ---- ° 1 Septic Tank to be ° / o o L_ - - stone Patio vE of J 3 Max. 9"' Min ° quip Com acted Fill Filter Removed or Abandoned I hi o & Septic System to be< 1 I o g y Fabric \��� I And/Or Removed See note 11. 1 ~~^ Pool 0 T ,A ) 1/s" _ 1/2 ° an G Zone _ -18-- - '° oinks q - , ° sh O, fro Pea Stone I 1\ 0 �17_ _ _ ��J�1�E�" H-20 3/4" - t 1/2" I 's LEACHING Double Washed 1 Stone Woll \ / , 7./ CHAMBER Stone Lawn Lawn m Roses I - ° -1 t `..... _ .... ................ , I a to i Chain ink ace 12' 0" FEMA Flood Zone Line + - ... to, '. ... ...... ,•r _ °-"-"-_ 1. As Per FIRM Panel \..: -....:.�. ..... + Rases + + GROSS SECTION OF CHAMBER 250001 0018 D rev July Z 1992 0 \\\ f 0 TBM 84 EI=1 NGVD + top of ce/DH NOT TO SCALE .i. FEMq Z - `i III n} '• .- :. . ....._...........__-a:::::::•4E12e ........................ 'FEMA Zon ................... +-,Flag A14(EL12) ..... ....Top of Coastal Bank Poe.TCS (Tow Defntion)..... . .. •id" PER TEST:• 13,25 4 ........ ............ . ...............................n _ + PERFORMED BY.PETER McENTEE SE#1542 ................................ ............ .... SOIL EVALUATOR NO. 13586 + WITNESSED BY:DAVID STANTON,R.S.o TOWN OF BARNSTABLE MARCH 19,2011 0 Wood • Deck � - SITE PASSED aad0- Wood eck Wood + Stairs Stairs , Wood / ;�.•'- - 0" TEST HOLE - I EL. 17.2 0" TEST HOLE - 2 EL. 17.2 StairsAIE.IAYER:IOYRa12:•:•.•..::..:..... :. AIE.LAER'.IOYR'Al2'•'.•...`... DARK-GRAYISH BRO". . ........................... ge ........ ....... ..:.:...:......I7ARI .GR...... .BRt3Wl :.:.:.:.:.:.: -FEMA Zone 18 L04cMY.SAND............. 16.6 18 16.6 each ..:.......`.Bw.LAYER. .51.8.'.'.'......' B LA�iER.10YR.5'/.8'.•.•........ _ Sta, g ........ V17(EL16) r' �' Coo „ YELLOWiSII BROWN..:.._....•:.,... .•..'.:...:..I'EII QVt!iS 'BI2DWN.:...:.:..:.. 40 ..............LOAMY.SAND.....:. .... 13.9 40" •'•'• L•OAMY S.ND.........:..' 13.9 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 - '- LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN MEDIUM SAND 132" MEDIUM SAND 6.2 ' 42-54" PERC TEST 19.2 NO GROUNDWATER ENCOUNTERED 25 GALLONS GONE IN 4 MIN. CQ 132" PERC RATE<2 MIN/IN(LIAR=0.74) 6.2 N J NO GROUNDWATER ENCOUNTERED Ket SoNantuc DESIGN DATA Proposed Pavilion Proposed Pavilion -3 Bedroom Min.Design See Note 6 (typ.) P �� F.F. EL 20.5 110 GPD Total Daily Flow=330 GPD F.G. EL. 18.00 F.G. EL. 18.0t Use a 1500 Gal Septic Tank 4 1# -27 LEACHING AREA Flow Equilizers 3 Bedroom Minimum Design EL. 16.50 1 Proposed 11 As Required 330 GPD/0.74(LIAR)=445.95 SF Needed Installer To Bottom Area 12.83 x 25.0'=320.7 Con firm Prior I EL. 5 9 Proposed EL. 15.19 To Any Work I 1500 Gallon EL. 15.65 Pro. Top EL. 16.19 Side Wal12(12.83+25)x2'=151.3 I H-20 1 H-20 EL. 15.39 Total 320.75+151.3=472.1 SF(349.3GPD) Septic Tank - Proposed LEACHING CHAMBER I Leaching DESIGN I 10' t To Be Installed On Chamber All Pipes to be Schedule 40 Use able Compacted Base H-20 E . 13.19 , ��®�Mq see 2-500 Gal.Leaching Chambers in a Bed With I Bedding T s I :If Encounfiered' Remove &'J.RepI* 4 of Double Washed Stone Field as Shown. Inspection Port; I `o JO N ;: All Unsuitable Soils :thin 5 of & Baffels The C1uer Perimeter :of Ttie ........ys o I, I 20. t as Per Title 5 . I and Fall Shalt Meet Specificatrons. o.43160 I�------------------------- of.310 CMR 15233. ' PROPOSED PAVILION HOUSE ' EL. 6.2 a r t� I No Groundwater - DEVELOPED PROFILE OF SYSTEM evision Chan e the Proposed Pavilion 9-17-14 NOT TO SCALE Title: Site Plan PREPARED BY. PREPARED FOR: Notes/Revision: Proposed Improvements Q-NCapeSury 1.) The property line information shown was (A At 889 Sea View Ave Sullivan Engineering, Inca compiled from available record information. PO Box 659 23 West Bay Road Suite G rt Bamstable, ( ) MaSS. Osterviile, 08 02655 O-3994lle 20 026f Robert G Bal' nish Trs 2.) The topographic information was obtained lOstervilleG. (5o8)42e-3344 (5os)42a-s617 fax (508) 420-3994 / 420-3995fax /� p from an on the ground survey performed on 889 Sea View Ave Realty Trust or between 271JUN112 & 23/JUL/12. j 0 Field: RRL/WHK Review: RLH 30 p 15 30 60 120 3.) The datum used is NGVD '29, a fixed mean y Date: �� � Comp.:.WHK/RRL Proj. ,� 3200037_Roberts sea level datum. September 16 2014 Scale. 1 30 Draft: WHK/RRL Drawing # C444_6G1.dwg