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0271 WIANNO AVENUE - Health
271 Wl aaln.o Ave nW.e--' Osterville. ' - - Al 1.40-128 / I ti 4 3 t I l Ili i1 'I l i oZ 7 TOWN OF BARNSTABLE LOCATION Z.M W is n o Ave- SEWAGE# VILLAGE Oste-rV i I Lo- ASSESSOR'S MAP&PARCEL I'-1 D" /ag INSTALLERS NAME&PHONE NO. 0-51-6re F"KC'qVart l©F\ SEPTIC TANK CAPACITY CrG c,yX LEACHING FACILITY:(type) ��� �2� NakA)Xo- size). NO..OF BEDROOMS 7 OWNER V -PERMIT DATE: 3.14 1 t D COMPLIANCE DATE: 9I/511 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 Z A L t4r, 5 � .13 Q) 36 r No.9O I D' 018 Fee S 0✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppf Cation for Misposaf 6petrm Const union J)Ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components I Location Address or Lot No. 0171 VC - Owner's Name,Address,and Tel.No. A P03 /doZ 6 Assessor's Map/Parcel I St Q _ oZ 0 5�. lAstaller'ss;Name,Address,and Tel.No. 4P-42 9-9' 3®o D igne ' Name,Address,and Tel.No. P"J Type of Building: Dwelling No.of Bedrooms 7 Lot Size ? g sq.ft. Garbage Grinder(a✓j�- Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided 7 7 7 gpd Plan Date 4ftmek f ;Z D f,0 Number of sheets Revision Date Title P Size of Septic Tank $OD14. Type of S.A.S. .50 O 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 in operation until a Certificate of Compliance has been issued by this Board ealth. Signe Date f6 11// Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 3 l /� AD I Fee s THE.COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for VepoBal. §§pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(.) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 9 71 V4':_- Owner's Name,Address,and Tel.No. . e2,201, � i oa v Assessor's Map/Parcel 4/ _ U Sf "��[� ✓J'�L� ? --;7 ,- IPPIler's Name,Address,and Tel.No. 9.7 g- 3 e' C!7) De igner's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Z Lot Size 17, 4 g sq.ft. Garbage Grinder(.14 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� 7 7 O gpd Design flow provided -7-7 -7 gpd Plan Date y�lltpp � f ©10 Number of sheets 1 Revision Date G//D / Title �- Size of Septic Tank ova - o2500 Type ofrrS.A.S. 5D O Description of Soil ( „ „ (�� ��1, /h��d /Lo-.• 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 in operation until a Certificate of Compliance has been issued by this Board,of-Health. / Signe / - Date c� 1111 Application Approved by Date (D�h Application Disapproved by ~` Date for the following reasons Permit No. 0?D I Q - S 5 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(I.-< Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Titl5_and the for Disposal System Construction Permit No.}/D -its SS dated 31ri Installer Designer rc, � . �G{�„"-k #bedrooms 7 o Approved design flow -7-7 6 gpd The issuance of this perm' bh1l not to construed as a guarantee that the system w' e a n�� Date "[ I�� Inspector -------------------------------------------------------------------------------------------------------------------------- ------------ No. D D - .5 s Fee /SG THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal *pstem Construction 3permit Permission is hereby granted to Construct( of Repair( ) Upgrade( ) Abandon( ) System located at c2 7 / e-_ 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 m st be completed within three years of the date of this permit. Date /� (o Approved by • • ' ' ..y i``. lC r /`` ,....�I I.�-._1 I,:I /..( ToW of.IIATI aul 1 # -�..;....�.��.��-I"I"�#---I II.�....., the �As , P�°tom Departlneut of Regulatory Services € s BA P11U11C Ij@g��eY191011 Date 3 of D " I. "a0g., 200 Main Sttect,Hyeiusis MA 02G01" .:.�1I,1 7��.�I I-��1-.:,.7'I.:�.��I.14�.,1I 11�.1�,*1.::1,�-...�,:...�—�...�-�,�.,�: r lt0 tv+g+ , - ..'I h Date.Scheduled ).7 •Throe - 1•ec Pd. `' ' Soil Sluitabil ty Assessment fO Sewage Dis�vosal f}7 1 . - t ` Performed By' . t'� �i`�'�•rl WiUtesseJ Dy: +�j (� (Yks"�e.it S; ►\J `,� f.1. . 14 I L1.00ATION &,G1.I';NI'RAI INFORMATION ''\\ .: Location Address 'Owlier's.Nmne��/ y�e /rj U P/7 PS/l. �S / V 1 )1.r p i'3')a.l.0 Address Ii- / !�►an r,. I•.. e 16 �Z ;I Ln ineei's Naine `�. Assessor's Map/Parcel g 4 r Ott;/�/YGi''� l-h5/iz�i� ' Y y� Y " -r* NCW CON$TRUCfIGN <` REPAIR6. Telephone 6 ' ',5 O� '�/Z� -3,3'1,'{ • Q Slopes V. g 6 Surface Stories f�Z ti'� , n LAW Use �Q`�w�lJ���tj, P ,O 3 �i) ' ', Drstanccs from :Open Water Body' R Possible Wet Area _R Drinking Water Well. ' tl : J Drainnge Way R '.Property Line R . Other R .I SI '1 TCII,,(Street naml .e,dimensions of lot,exact locations of trst holes&pare test�16s,locate wetlands In proxnni .to holes) .i 'G? 31t - M•. 1!®. a let pgry .. ®� -' jjr 8.7gA� LC .1 a C.I qui ^ "_ 7S B Ibo-2 ® t " t 1!18 2 u 59At. ' J, dl i �.. ISe 1 " 7*� . cr. 56/K. N , ®�O a �'.`"o ys.� c O , I049 1X�� } 147 •!1 �\Pv OL a O t t'* !It � ' ��Op IL. . h?bTN� f . � � n s 148 1 ISO-L. e . 9•M a s - .144 i 0 161 i a .ASAC. . :;u� (LX.., 9 ;� -'O 15'1-1' CtfAG C. - !N:. " t .. Q - - 1 �T; : `T� f W1AN(y� AVt T+ .. - .t p I - t, 12Y LC�tJ� ' S fir' �.. :-AlAk —� ,,;. �* '_ 129 127-1 d r -, - AIAG .` .i7K 128 2S Iv.l ' I M, O 1 a lib �, t J AlAG, .iOAe.. TAMS '�mil� .HAG .. a.��i r 'r 4.w. fi I h . .: .p K t ' .. (94w71 fr �,' +�+ o; v yr -" \ $ Parent material(geologic) . 5 Depth to DearockG) �,�,�.,, ._ Dcpllr to Groundwater: Standing Water in Hole: fq N Weeping from Pit Pace tir ia. r ' Cstininted Seasonal High Groundwater I : .. - DETIi;1tMINt�TION FOR SEASONAL IIIGR WATER TABLE ' Methoa_Used N `�[`,, ��' Depth observed standing In obs.hole • Depl11 t oil mottles: m os . r Depth to weeping front side of obs.hole nt Groundwater Aajuslment index Well M "Reading Dalc Index Well level Adj..factor Aaj Growidwater Level 11.1 4 PERCOLATION TEST: . � Bate 41i a rime_1 r Observation ` � HoleN1. . 91 Timeat9" i� �\ I Time at 6" _ Depth Were �_ . 3 4 .. Strut Pre soak Time ( It)=5 C(w1 NO 1, Time(9"G") n mH,(\1c.\r.It End Pre soak ��:� L Ratc.Min/Inch" z Mvl i Site Suitability AssessnlcnL• Site.Passed" Site Ppiled ` Additional Tcstiiig Nev ea.(YM) Ongmel: Public Health Division OUservatton Hole Data.To$e.. .9 t-.- eled, [31 ck - ar } . , ti ***If j>ercolnlion test into be conducted rvrtliie X00' of tivetl;tutl,you most IIrst notify:tlte f ' " Barustable:Coltservatton Division At at Il ast one(I)tivicelc prior to �egnmiug �j Q IIEALTIUWP/PERCI ORM _ . , ��1�;E)' OBSERVATION IIOLL LOG llolc##;— ` a' UcpillGum • ' Suilllotlzol -: =.SuilTcxluio .Soi Culnr auil A Cltbcr m II h y 5utlhco.(In.j -(USDA) _ (ltutsoll) Mottling (StrucUtro,Sluncsi^Uuulticis e __ # v- z F tL � oil H,,� tiara ,, g ::y�r ( , 4 4 Q Lc��n=c5 ,J�1►2 r ' y b 58 31 rvir�l Sit I�v s I tQ °t & igtj L vk 5w\6 Iav2r tJ1 5% . . ` " DEEP OBSERVATION MOLL LOG Ilole## Z_ '. Depth from Soil Elorizon. Soil Texiuro Soil Color Soil I I ,'' Surfnca(in) ' (USDA). r (Muisell) Mottling ';(Slructurc,Stoiic4;Douldcrs. Cmisislencv "/o Gravcll'`' 0 t) .,0 or ^_ tolP. �? i o, ` im2�l `shn>n i©yP.S `b to r1 30: IA, L °° > io`I�. 4�y S°r "t. >, ' 1 r, .:, .. r' C. - 7 3j r ... .. . ... !'�r 4 DI!LY OBSLRVA'I'ION fZOLL LOG IIolc##:: `.; ' llcpth from Soil Norizon 'Soil text Soil Color Soil Other ° Surfnce(hi.) ,< (USDA) (Muitsell) Mottling (Sttkfilre,Stones,Boulders. Coisistcrtcv:%Cltwcl) :�:y - o `�a p oK-Ar�lii S IeyK 31r t .., q i to=� pr need 5tha) tt lt2 S/� � . , b trued Snr,-. tUyR 5 r 3Z,IZtS , c,u�erse SPw IOy tall 56(7r , E , r -' . , DI+;k OI3SLRVATION IOU LOG Bole 11 . - Deptlifrom . :_ Soil llorizoii Soil Texture SoiLCnlor Soil Other Surface(in.). (USDA) {Mutiscll) Mottling (Slructine,Stones,Uouldcrs. .' +7 Cunsiste_Icv %Gravel) i i z y Zb,= hla ttiy sl3 e r •' _, a r irk_ zo �;t / : Fj I Slti I WI Ito — � „ t Flood Ittsurttlice Rate Man a9 e a Above 500 year hood bomt I No Yes ✓ WiWin soo year boundary No Ycs. ✓_ Yes Within 100 year flood goundary No . 4 1 t ^. f.`' - atur nil 0 ccurrlu 'Pervious Material , lle tlh of N tile� d iltt ou Iwut l c Does at least four feet of naturallyoccurrhtg pervious tnatcital exist ut all areas oUsery g area proposed I`or the soil absorption systcm7 1E - all oc curriu ervious material? '. ur g of Jtat P. de th , e Y. t t•wl tat is W _ Ift o p . - , ,i cep lircatit,tt I_cett►fy that on —(date)1 have passed lbe soil evaluator examination aplirovcd by tho Department of);nvrrotuttental Protection and that the above analysis was performed by me consistent wish the required training,.and cxperienco descr►bcd in 310 CMR 15.017. 1 (F # )ltte .. + ,ftlititurc r r ,. r. 1. II I. I. II 91 I. `i` 1 II 1 - _ {, - . t!;>' ' . Q:Ijr,A.LrlarwP/Pcncrokm i • . . , . 1 ex { ��� � Q _� --a-- -�--= _O �- N — sa o � � s a _ , a o � � � t., . a.: I. . i" , ,I l r P ,-,, F' a .[. 'F3�' No /O' ��� a Y� Fee t + ; EsWk THE COMMONWEALTH OF. MASSACHUSETTS Entered m computer i ' ' r PUBLIC HEALTH DIVISION .0 TOW —BARNSTABLE, MASSACHUSETTS ,Yes _ '. t � _— - i. 1. 11 tw LA.' 11 for 1 tlD8AY pst, co g-trurt,n PCtltlt", . i t�. Application for a Permit to Construct( Repair( ) Upgrade(• ) Abandon( ) BZ omplete System Individual Components k1_3 - Location Address or Lot No.''Z'\7-1 W' -rnM 'c. -O[w{p/eis N�a(me,Ad r ss and Tel.No. ,r x Assessor's Map/Parcel yU -I Z\ of V Z IoZ a: S h" Installer's Name,Address,and Tel No: .�' I !�L z8 Des- ' 's Name,Address,and Tel No. { b n V.11 Cn5\>1w ' r 0314 {p •Ty0,,of Building E µ` Dwelling No of Bedrooms ;�.. Lot Size Z7,41'f j, sq.ft. Garbage Grander(�a) - r Y Other'` Type of Buildmg N ' - Persons Showers( ) Cafeteria( ) Other Fixtures ;Design Flow(min required) `77 gpd Design flow:provided , 77 7 _ gpd $` p. Plan bate,/ncr�1 l Z o{ Number of heets 1 Revision Date ,( 6- xz; .. ._ 1. Title.S, IGr, i daeck r r'+ev,.sZ�`5 1 ;, .". .\ 1\..... 1 I . 11" • Size of Septic Tank Z'SC�L� ti� _Z�a..puh.:N. Type of S.A.S._ Cn Sup C�,1 c .,1vs. ,;_12-i o , 3 `I �r r, Description of Soil�c�< 11 i e,G Lyy..4_ ;f 6` 3)e. I -18 .t .l�rl ,_. l t3`i 5 <ril co( .. I s,-3 0 L�;y�r tee{ S �.4 tit C�l 5 ;,�.�) ' 3C=:1.A C <<.7.t? tojf f�ky ;; ca/ 5�:� `v i,"b'- Nature of Repairs or Alterations(Answer when applicable) " 1 _;. ',; t � Al- } . . Date.last inspected: . t `Agreement t ",r a\5 The undersigned agrees to ensure the construction and'mainteriance of the afore described on-site sewage disposal system in. , .1 accordance with the provisions of Trtle 5 of the Environmental Code and not to place the system in operation until a Certificate of � Compliance has been issued by this Board of Health. Y t?: f ; 1 Date kz r . , Application Approved.b Date d. ' Application Disapproved by Date F i . . _,. .. for the following reasons .. Permit No. d�0' 05-S Date lssued -.. . . .: f , ' - - - - - ------ ------ ----- ----- ----- � - - . - - ,� , •THE_COMMONWEALTH OF MASSACHUSETTS: rI tx� I BLE,MASSACHUSETTS "' Fay _ , # f itAtP DfOmtlYIAl�LIe t ` Y - �(� JisposaLsystem Constructed( ) Repaired( ) Upgraded( ) E .-' has been constructed in accordance < ;onstruct,onPermitNo --0.rJS. dated 3 Rio . a i �,a . Ft Designer ,, . .,��I';'I.,-.,.'..i.,.;._-....s I...'.-."�'.-.'"".1:�.I..�,�-.I%,.'.1�.I.-.�_..r�...�.�..1.'I-�I'�.�.�-...Irr�,r I-r.�,.!..�. .',-;:.��r-I,�.I.II.I,,I,;-'�r-z.:'rrr'-.'.*�I..11��I1.'.r�-._I.�rI:,..1 II..I\...',r.r,.I..r'-I.,.",I.r I1._-I..1.-I-I rr,X-"'-.r.-r..I'.,.'.01.1--I'��.'.I.I.�.I.I r r.I,1 1..,)1rr(,.'�r�I I.I-.F.�":I.,.-a'�:'II.I I..Z Y Approved design flow. gpd . -.\ tntee that the system will function as designed. Inspector r-.�.I�1,�--..�.,.;.-�".'I...,'_,.-..'�I�,.�I'1I..*-.r.:'.;,�I.��.�I'�:7 1"-.,r;;,�,;..,r.'',�_,'"�1,�'.:.:'".�'r_�I:�,.::�',....'..��,I_._.,�I�..t'1.I��I-��-r,.1.I.��:.i.!;r:.-.I.'r.I�:,-�r.%1 r,r-.�r.,�.",-�',,'.�IrI��,'.�1'.-_.,:-'".�I�;.1'�r.I,�I.""."-_'.'-�.'r.:'.r-I.:.I:,'-rI.,'"r_�I'��r.-_'-�rI 1,__��-.-.,.-I'-."I7.-I.r�:I I I.I.,....,,--._�,.�.r-:-.r,.-',,,I,:r..I'_:.'..,"_.:.,..,.I...'-1I.r4 I.,'...n'-I I;I%11".r..*."...r�"I.:.II.II I:...-:M-;'-r.�'1 1�'I.,�.'.�_�..;I_I�'_r I:�....._..��-.:,.'''�,-�s,.''I-.'II.I"r r.r,.'".I_..�,.',�;.I r..r.,',�.,._,1,r7.'r....IX.'.,-�I:,-.'. i .ti (` fr < ] - ---- - -- -_- -- - ---- --- --- - - ... a (D I . Fee , i �%�'' ` � VEALTH OF MASSACHUSETTS, \ ' : 1 1/.�; )N-BARNSTABLE,MASSACHUSETTS ' n r , Is o�I I &p�tPm ion structionermtt Permission is hereby granted,to Construct(-") " Repair( ) Upgrade( ) Abandon( ) • � 1\ System located at Z_7 I W�:.�..n 6 � ' Cl j �� ...,a -. s .. .. _ and, 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:Constructiot>�ust e cn pleted within three years of the date of this erm.it Date- - -. Approved b I. Y - r /O � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC.HEALTH DIVISION -TOWN'OFrBARNSTABLE, MASSACHUSETTS! Yes 1p.1 cation for �izposal 6pstem.Constructiott Permit Application for a Permit to Construct(, Repair( ) .Upgrade( ) 'Abandon( ) O'Complete System ElIndividual Components Location Address or Lot No.271 ,�'' '���� 6 �- Ow is Name,Ad rels's,j and Tel.No. Assessor.'s Map/Parcel I L10 1 Z``` Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 10 Type of Building: .. Dwelling No.of Bedrooms "� Lot Size Z sq.ft. Garbage Grinder(A o) Other Type of Building No.of Persons Showers( . ) Cafeteria( ) Other Fixtures Design Flow(min.required) 77 Q gpd Design flow provided 77 7 _ gpd Plan Date&,Av A 1 i z o A Q11 Number of�sheets 1 Revision Date V Title • 5 u� L�, •` ` 1 Size of Septic Tank_ZS� `\ Z a. �.��.�. Type of S.A_.S. (n 1 t 1zrs w.i2_I Q. Description of SoilTt--- W, �i e�(i OLy� Cd7 3 Z r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: - Agreement: The undersigned agrees to ensure the constructio and maintenance accordance with the provisions of Title 5 of-the Environments Code and not t G !� Compliance has been issued by this Board of Health. Application Approved b _ Application Disapproved by - for the following reasons Permit No. 00/0--•d JS Date Issued THE COMMONWEALTH OF MASSACHUSETTS ABLE,MASSACHUSETTS ficate of Compliance { / )isposal system Constructed( ) Repaired( ). Upgraded( ) has-been constructed in.accordance ;onstruction Permit No ,/0--055 dated •3 A/h - Designer.. Approved design flow. gpd mtee that the system will function as designed. p Ins ector • , -.--- �� ------------------. - --------------------- --- -- ---i---�----------- Fee VEALTH OF MASSACHUSETTS )N-BARNSTABLE,MASSACHUSETTS " Bisposal bpstent Construction Permit Permission is hereby granted to Construct(AAr) Repair( ) Upgrade.( ) Abandon( ) ' System located at I "�� 6"h� U>��-v� p. j 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:Constructio ust e c leted within three years of the date of this ermit. Y Date. �� Approved b Town of Barnstable t"E' Regulatory.Services • Richard V Scab,Interim Director BAMS nsLE, . � Public Health Division sbgy. Thomas McKean,Director 200 Main.Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form, Date: Sewage Permit# ZolO_-a�q'5_ Assessor's Map\Parcel Designer: ,Su�C'i'�4a i��r. Installer: fc,54o�c. �Xca�atw, Address: _7 i'Arl�.�, kd 1Po 23,x _ Address:. l0 Son On Aso a r 2 r_xc4�a 1,inn was issued a permit to install a date) (installer) septic system at f W `G�7/►Oa: - 1� based on a design drawn by (address) ; lI<`vgy dated ors designer) t�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. Strip out (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. Strip out,(if required)was inspected and the soils were found satisfactory: I certify that the system referenced above was constructed in compliance,with the terms atal approval letters (if applicable) OF M,qS,, oa JOHN C. yG .' O C;-A lgnature) 'C '- �;Y No.'s its 9 FGISTER�' F�` (Designer's Signature) (Affix amp 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. QASeptic\Designer Certification Form Rev 8-14-13.doc -e k f e1 No. 4`OD 'U « ' I * ; i Fee °i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ppItcation for 30igpozaf 6potem Con0truction Vertu Application for a Permit to Construct" Repair O Upgrade O Abandon O ErComplete System ❑Individual Components Location Address or Lot No. L-7 1 �1Gnr\o Armen OwrW-;s Name,Address,an T No. Kcsc.h��v 1.� Assessor's Map/Parcel 1 Ll u-17,(3 oZ D 2�(e SS Installer's Name,Address-and Tel.No. Desiggner's Name,Address and Tel.No. S�\\Ycw\ nte' 307C (ate S-- Type of Building: Dwelling No.of Bedrooms Lot Size 2�7, 461 sq.ft. Garbage Grinder (A/� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5S 0 gpd Design flow provided 5(e_ i gpd Plan Date Fcbcaf:,7 t zoo$ Number of sheets Revision Date Title S►"r- yk�e\ SfP�-'L Sys�t'� Size of Septic Tank ZOO (ac�\ - 'Z Type of S.A.S. 4-So0 ba�, (�.r,�,rs r� IZ-►o ni l Z� �7t4 k� Description of SoiR� Ilt b c1 t ()-w DLC%•,'Cr 1 oy� 6-19%' Ar Llt-j U j laN e, S�/3 rAe-D .5K,J� ffi ^30 r� 75 Oyer Mk �I 6 ftD 30—14LI ° C (aye lo`I�C te.ly r1t_0 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensur4constru on and aintenance of the afore described on-site sewage disposal system in accordance with the provisio Titlnmen I Code and not to place the system in operation until a Certificate of Compliance has been issu oSigned DateApplication Approved by 1 rV� 1. 5 Date I b& Application Disapproved by: Date r for the following reasons Permit No. -2-06 19 ID Date Issued 09 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comphance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (,-<Repaired ( ) Upgraded ( ) Abandoned( )by at 2-7 l W►tinnp Iwe, � ecvi�L has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2,�6� b `� dated 0 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector L ~, ,,,••�., ti --_.-yti . + . R. .. ,�.i'+ n{. ,d, ool ' 6 J 5 No. � s "';�-. . ;�• Fee --THE COMMONWEALTH OF MASSACHUJETTS Entered in computer: 1 PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for TBigpuzal 6p!5tem Con0truction Permit r Application for a Permit to Construct(%-y Repair O Upgrade O Abandon O Complete System, Individual Components Location Address or Lot No. Z7 0 �%r<C)o -- +t Ow s Name,Address,an TVNo. J,max J'OZ f4 Assessor's Map/Parcel (+-��-i'Z,� :?� i) Installer's Name,Addresg-and Tel.No. Designer's Name,Address and Tel.No. vujl\�Jgr1 l.n �r►cv.� Type of Building: + rs } Dwelling No.of Bedrooms 5 Lot Size 'Z7,'4, 63 sq.ft. Garbage Grinder OV9 Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures - D'esign Flow(min.required) ss gpd Design flow provided -5(e gpd Plan Date Feoic-sc 7 .Zoo$ Number of sheets Revision Date Title 9r_ Alan 14apl�s'.( S-f %(- t- Size of Septic Tank ZW fay, - Z Cnrr e A Type of S.A.S. 4-Soo l Z-10 A 4f Z� eta 1 C s Description of Soil?kr-,� I1, (0 C% U-(o� t Leo er :�, (0•1�, 1� Ly�er 111,1K y3 mc3> lS —30r -►D St�NI �0�!`14 C Cry e� lOyK fell W1t�7 SA�� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: —` The undersigned agrees to ensure the constru tion and/, aintenance of the afore described on-site sewage disposal system in accordance with the provisions-of Title of t u nmen,al Code and not to place the system in operation until a Certificate of Compliance has been issue o o e h. Signed �' Date Application Approved by X '►\ Date 2,.) 1 (� Application Disapproved by: Date ` for the following reasons Permit No. 2 06 O O !lD Date Issued 2 l 1 t V S ————————————————————————————————4——————————- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (,-T--''Repaired ( ) Upgraded ( ) Abandoned( )by. at Z71 Wiynnp pIVe_ 05�-_rv\XR has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. b b� dated Installer Designer #bedrooms Approved design flow' gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 21 ) Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwilpooal A*pgtem Construction Permit Permission is hereby granted to Construct ( /�Repair ( ) Upgrade ( ) Abandon ( ) System located at 271 (,J jet nev 0-NerV.k\ a and as described in the above Application..for Disposal System Construction Permit.The applicari>ecoggni`zes his/her dutyrt�� ,to comply with Title S and the following Yocal provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Q Approved by ���. k�\N_cu 6 ;I0 Reparation of Plans ana Specifications �o,,, %,4le V , ��� C " ArC-4 fq 9's The plans and specifications for every on-site system shall be prepared as follows: '(1) -Every system shall be'designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a �-7 f system designed to discharge more,thin 2,000 gallons per day pursuant to 310 C vM 15.203. . Any other agent of the owner..may prepare-plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are.reviewed by a Massachusetts Registered Sanitarian and approved by the approving authority; / (2) Every plan submitted. for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system _ which requires a variance to a property line setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with MAL. c: 1I2, §-81D; (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch = 20 feet or fewer for derails of system components) and shall include ,depiction of: --(a) the legal boundaries of the facility to be served / (b) the holder and location of any casements appurtenant to or which could impact the l system; / (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility -- / and identification of those to be served by the system; '(d) --the'location of existing or proposed impervious areas, including driveways and parking areas; ./ (e) location and dimensions of the system (including reserve area); (f) system design calculations,including design daily sewage flow, septic tank capacity l (required and provided); soil absorption system capacity (required and*provided);,and -� whether system is designed for garbage grinder, y (g) North arrow and existing and proposed contours; (h) location and'log of deep*observation hole tests including the date of test, existing /grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator, / G) location and results of percolation tests including the Gate of test and the names of the.representative of the approving authority and soil evaluator, (i) name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 406 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public I V / water supply wells, and v/ 3. within 150 feet of the proposed system location in the case of private water supply wells; I location of any surface waters.of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, yelocity zone, C l surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified 1 in 310 CMR 15.215 within which portions of the proposed VV �1.611� stem are located. m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; *.T oo) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) . the location and elevation of one benchmark within 50 to.75 feet of the facility which is not subject to d#location or loss during construction on the facility; (r) when dosing is-proposed,complete design and specification of the dosing system proposed including but sot limited to dosing chamber capacity (required and provided), ump curves and specifications, number Af dosing cycles and depth per cycle; (s) when a kecirculating Sand Filter or equivalent alternative technology is required or roposed,a complete plan and specification for the system,including a hydraulic profile; t) a locus plan.to show the location of the facility including the nearest existing street; u the street number,and lot number, if any, of the facility; and v) the materials of construction.and the specifications of the_system. l Dining Room. Bath Kitchen - Fnrnily j Room Bath Mud . Room Office Proposed M1 First.Floor Scale: 1" = 10' , t, Bedroom Bath Bedroom Sitting .. Area Bedroom Bedroom Both i Proposed .,, econd Floor Kitchen Scole: 1 _ 10: Bedroom Living Room ` Bo th Garage - Proposed Second Floor Scole: 1" = 10' I _ Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Custom Map Abutters Map Size 13 ❑ Zoom Out fl e fl I fl Q a n fl In Q a f)l G4 I N I JPG k 1. Turn map layers on/off by Refresh I selecting check boxes below ® Town Boundaries A EM ❑ Road Names ❑.Voter Precincts _ e 7 El map&Parcel Numbers Q 1 s �� Parcels ❑ FEMA Flood Zones - Set Scale 1"= 103 Aerial Photos v I' MAP DISCLAIMER Effective July 16,2014 �_ -, 3 Velocity one 3 Copyright 2065-2010 Town of Barnstable,MA All rights reserved.Send i uestions or ccElsi$slolGIS year flood 1 BamstableMA v1.2.5478[Production) M AO-100 year flood 1 • f ❑0.2%Annual Chance Flood Open Water , ® Neighboring Towns - ❑ water ❑ Streams ❑ Jetties ❑ Edge of Water !' http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=140128 1/9/2015 s� )lam— No. �X/O Fee ` ) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HFALTNj DIVISION -TOWN OF BARNSTABLE,:MASSACHUSETTS Yes ftpritation for -Misposar *pstem Construction 3dermit Application for a Permit to Construct(fi Repair( ) Upgrade( ) Abandon( ) Ei omplete System ❑Individual Components Location Address or Lot No.Z'71 kr�E �'• Owner's Name,W" Addriss,and Tel.No. Assessor's Map/Parcel /go .-1-z O a. S5- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. u v Type of Building: Dwelling No.of Bedrooms Lot Size 27,q%3 sq.ft. Garbage Grinder(-ea) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided 7 j z_ gpd Plan Date An- , k i Zo to Number of heets Revision Date VA- Title Size of Septic Tank 2ai2 . Z t v,-,pJti� Type of S.A.S. (o 5'Urj C-s\ 12-1 a Description of Soil VC < CaA 31 Z C.-1 A ltty ;.- ig`itz S j 3 MeA S6,,cA l05-3C` ►� i`�.y_�r tey C 3o-,4ti" , r rayd2 (e IY rtcl, 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 in operation until a Certificate of Compliance has been issued by this Board of Health. i Date Application Approved b - Date Zz 0 Application Disapproved by Date for the following reasons Permit No. -,05S Date Issued ---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No IV-05S dated Installer Designer #bedrooms 7 Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector —0 95 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Permission is hereby granted to Construct(—•) Repair( ) Upgrade( ) Abandon( ) System located at 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:Constructio"Tst be c . pleted within three years of the date of thisCb . Date /0 Approved a No. Z/o —;0 F✓ +t Fee , v ' r ' Entered in computer: THE COMMONWEALTH OF MASSAtHUS�ETTS Yes PUBLIC HPALTHyDIVISION - TOWN OF BARN STABLE�,MASSACHUSETTS ,..:01ppYltatlon for Disposal *pstrm Construftlon Permit ,Application for a Permit to Construct(-r Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components 'Location Address or Lot No.Z7 1 Ow er's Name,Addrjss,and Tel.No. Assessor's Map/Parcel �yp_-1 Z° u �� toZ ovp s= Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: l� Dwelling No.of Bedrooms 4 Lot Size Z7,4% sq.ft. Garbage Grinder(NO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided 7 gpd Plan Date,AnAn (� Z O ((.1 Number of sheets Revision Date NA Title Vlpneck Size of Septic Tank 2500 Z Type of S.A.S. (p- SM 6�,� (►-, Description of Soil�er< A L,, ..r to-lt j 3 _ i� 5c,..� (os— 30-14\-%" C fo% d1f - -. —ft,_,iNature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: Ntl 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 of Health. QbDateApplicationApproved Date Application Disapproved by Date for the following reasons nd�0" }5 Permit No. 5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance R THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(, ) 'Repaired( ) Upgraded( ) Abandoned( )by t'}'",✓` i -3 /1/r r i r at E71 w;gn ha kQ , cDA,,,,Y-e has been constructed in accordance //-////0 with the provisions of Title 5 and the for Disposal System Construction Permit No /0--055dated 3 Installer Designer #bedrooms 7 Approved design flow. gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector _ _ - --- J0 s5 FeeTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstrm Construction permit Permission is hereby granted to Construct(--) Repair( ) Upgrade( ) Abandon( ) System located at Z7 LJ�-,nr%o A,,P- , u�1 ,A • 2 / `^ 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:ConstructiotTst bec oinpleted within three years of the date of thisCb . Date � /// Approved A ejpr r APPLICANT: � ADDRESS: DESIGNFLOW: gPd REVIEWED'BY: DATE: N/A OK NO Le al boundaries denoted [310 CMR 15.220(4)(a))rStreet,Lot,tax parcel number and lot number noted on plan [310. MR 15:220 4 u)ocus Provided [310 CMR 15.2204 t Plan proper scale? (1"=40'for plot plans, 1"=20' or fewer for ' components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- i not, a variance is required [310 CMR 15.412(4)]. / Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d) ✓ . Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas [310 CMR 15.220(4)(e)) System Calculations [310.CMR 15.220(4)(f)] daily flow septic tank ca aci (required andprovided) soil absorption system (required andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)( )] Existing and proposed contours [310 CMR 15.220(4)( )] Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BO.H representative [310 CMR 15.220(4)(h)and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate?-[310 CMR %.242]-Certification statement b Soil Evaluator[310 CMR 150(4)(0)] . Observed and Adjusted groundwater(method for adjustment` given or indicated) [310 CMR 1-5.103(3) and 310.CMR f 15.220(4)(n)) Location of every water supply,public and private,.[310 CMR 15.220(4)(k)] Address_ K71 Sheet 1 of7 M S _ within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other.subsurface utilities located [310 CMR 15.220 4 (m) (if water line cross see 310 CMR 15.211 1) 1]) Profile of system showing invert elevations of.all system r components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? 310CMR15.1034 ] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR / 15.000] System components not> 36" deep(unless Local Upgrade Approval or LUA requested) 310 CMR 15.405(l(b) a • - r Address, `�-ern � ti^►� Sheet 2 of 7 t Size OK? [310 CMR 15.223(1)) Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14"or 14"+ 5"per foot for increase ft depth [310 CMR 1 227(6)] Outlet tee with gas baffle or approved filter[310 CMR 15.2.27(4)] .� Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except-as described 310 CMR 15.227(5))or permitted for i upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(l)and 310 / CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" 7/07) [310 CMR 15.228(2)] Access to within 6 of grade - one port for systems<I 000gpd, two forsystems>1000 d 310 CMR 1.5.228(2) All at-grade covers secured to unauthorized access? [310 CMR ' 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done 310 CMR 15.221(8)] r H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources[310 CMR 15.211] Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1}(b)) First compartment 200%daily flow; Second compartment 100% daily flow 310 CMR 15.224(2) and (3)] "U"pipe through or over baffle,outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] ZI Address' �C,�,�� Sheet 3 of 7 Located at leastten feet from any water line? [310 CMR ✓ 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8)] .� Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) 310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below um chamber) - Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5)specifies various pipe types allowed Stable compacted base [310 CMR_ 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag triode. [310 CMR 15.231(6) and (8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address 171 k L,.1;c;,,� Sheet 4 of 7 Calculations correct? 4 feet of naturally occurring material demonstrated?[310 CMR 15.240(1)] Required separation togroundwater? 310 CMR 15.212)] f" Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided?(system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] ./ Breakout requirements met?(No violation of breakout elevation - within.15_ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) 310 CMR 15.253(2)] .Aggregate I'minimum-4'maximum. 310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] T7" (b)] et maximumle1 1) a Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251 1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 C'M R15.252(2)(d Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CZAR 15.252(2)(i)] Address Sheet 5 of 7 ". P e Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15:220 4 r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and UA Remedial Use Approvals] If used in gravelless system -make sure jet is directed,as not to f scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 dgood to note on plan ,310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by f designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional f- Engineer[310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements.met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. - recommended) [310 CMR 15.255 (2)(e)] Sam Him Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly;.applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for r perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance . manual? Has aeplicant submitted'a-copy- f a maintenance Mum Are the variances listed on the plan ? [310 CMR 15.220 RLS Stamp necessary on plan if a component is within five �- feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.4141 Address Sheet 6 of 7 Is the system.in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address �� �, U l4 vt, z, 'r\�- Sheet 7 of 7 D D i gE° $% ❑ \ I = _ — s � D s ,m. •°„ i „ d£" -————— '00 all 2 I,-*T i n 0" s�g" m �aOpo III flN. §. II caawt. c RRRR r ------------------------ ------------------- jp , s o i� .. a 7 ' R- 9is:, Y 2 > fig , i.i Z m -------------------- Y'R &`a Z A 9 gg P9� YP 3 .II y€Qe` III .I II II I. g ��h °8�P� _ �I 6 Ez4 m 'il �a 9 Pj( JI = IC° it li am.m•oc.�J it 'og �.C�1 �R=�F =_=__-----�-=_-= - �6 lo r ❑ 5 Qp.@ , --------------- , , g _ I F • 77 .� 38 R zy P 3,Eli oSo ° 6 r .d nbg 9io4 M Z r",jF F ,oF f�-4 C°L€ boo ava Y� g R � o P ' S 6 P "hag s a m a a 25.. yR C Ys " o o { < b9 �as zP 9W8 t a'_t'-o•° n.s Ist FLOOR PLAN E n „^�m"°®°^�m,- co°rwcr DAiE aEHSDNs o t.z N s s:".�o, ',a°a FOUNDATION PLAN �' ^'ma NDRTHSIDE u �a ma ao°M.a°0a PROPOSED RENOVATIONS DESIGN SMET ND. DALE: •O°"I' ru,m �^�0pmm°�un for KASCHULUK RESIDENCE °mm, .f�` ASSOCIATES °"a ." " oAA A1 aaow�w°coYYmcw omcx � 'ms*oe...«c oa :1 an0 08 271 WIANNO AVENUE 05TERVILLE, MA. +a .. t e Sg ------------ 0 0 r . �.. - u LJI I � y ono DD 8 it it � D --------------- =r"77= --------------- D LJ E , K R t PROPOSED RENOVATIONS 2nd FLOOR PLAN $ 1_»m '" �y wcovvxi�r Deic Imesn�s ^�^ ATTIC PLAN ""' [M--]NORTHSIDE DESIGN -ND. DAME: °�Ds® " ASSOCIATES '"�ro • WA" , for KA5GIIULUK RESIDENCE A.2 >:r�.iMo oa 271 W ANW AVENUe OSTERVILLE,MA. ,'�®."` ,a. "" I . I 7 V "(�O • �6� F113 9� Fgo° FIB—1 o 4���Y'fr € � 7 = sz N r w# g 2; r m _ Bon s 63s gg �a§2 z f F F 9 F9af o7 m - z Q =8 _ m L�=1L--_ m z r . ?c� pp r ) L: gg na as Ali FAC". _� I £fi:5' F :'•,F'° q za, it .-a• � fA g _ F g F q _ Pm*y z Ah ° FLOOR PLAN FOUNDATION,B co°mcx ogre aeAsoNs NORTHSIDE FRAMING PLAN � � �� u aEsw ^ ^� DESIGN s¢i'r No. oAR` w 41 PRorosID GARAGE/SHID RENOVATIONS � ' ;® ASSOCIATES for KASCHULUK RESIDENCE �^ a/ay�o �°..:m"v:"�; om.2mc xanExlw a aWNcxcui axu �°au.ms.ren.ac oa La,I 04 271 WIANNO AVENUE Nw a tma STERVILLE,MA. •.®.��,",A'•. ,"" ,;,,�'"u,•.. ram o¢a® a Fib • ^�'�'�1.9 F6� 1#h �Qf { . ..�YYA{M/�w.. ••V't/ - - ..-�. •'h{/ r.}:N'£)69'���.�...��..�....i• Town of Barnstable •mp m��.•• s� ���s �"J®r( t� S.PUSIAGE 0.Box534 S E P 98 i JDG Hyannis,Massachusetts 02601 VESTED , P 6IS MEI ER 138443 .,�...• '=-��:� Z 2 0 3 498 566 c -e*o ,� — -- - -' -, �,�.. ;.Cues.► ��o .�-� ol 271 1774 o __� __ '0m SENDER: t andfor 2 for additional services. I also wish to receive the i I W ■Complete items 3,4a,and 4b. following services(for an 1 a+ ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d Attach this forth to the front of the mailpiece,or on the back If space does not >. 1. ❑ Addressee's Address Z I permit. ■ d m Write'Retum Receipt Requested'on the mailpieoe below the article number. 2. ❑ Restricted Delivery N 9 z; t ■The Return Receipt will show to whom the article was dalivemd-and the.date « delivered. Consult postmaster for fee. �. o 3.Article Addressed to: 4a.Article Number � -' ,\ o yy� p�Q service Type c, 60 2 i�(LZj h i��7� ❑ R gistered ❑ Certified 2'" ❑,Express Mail ❑`Insured 1f ❑ Return Receipt for Merchandise ❑ COD L" Ill 0 7,Date of Delivery p 5. Received By:(Print Name) 8.Addressee's Address(Only if requested - ,�- w and fee is paid) t 0 ~ g 6.Signature:(Addressee or Agent) C X T I , PS Form 3811, December 1994 i 102595-97-B-0179 Domestic Return Receipt j f f ttll #I ti4Tt - Tt it tl -*i i # -fit- f4 r , d SINE Town of Barnstable ' "STAB Board of Health y Mass. P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: DENESHA,PHILIP A&DIANE M Date Monday,March 05,2001 602 MAIN ST OSTERVILLE M 02655 RE: Underground Storage Tank at 271 WIANNO AVENUE Map Parcel: 140128 Tank NO: 01 Tag NO: 00440 Our records indicate that your underground fuel(or chemical)storage tank is over 30 years old,and has not been removed as required by section 03: subsection 2 of the Town of Barnstable Health Regulation regarding fuel and chemical storage systems. You are directed to remove this tank sixty(60)days from the date of this notice. After your tank is removed, please furnish this office evidence in the form of a permit from your local Fire Department within ninety(90)days of the receipt of this notice. You may request a hearing provided a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean,RS,CHO Health Agent 01-11-1999 04:..L3f'hl CENT OST FIREDEPT ; 5087902385 P.02 I nnaKe appucacton to iocat rtre ueparunt:ntc Fire Department retains original application and issues dup�ate as Permit, � �f/ D ' '' • '����iz�mto�c�rixe c9r�u�ea.— ✓�C oa�x�a��v�e.�re�m��iv�z � - �.- .- / k/ APPLICATION and PERMIT Fee: 10.0C for storage tank remcv-J and transportation o approved tank disposal yard irr.accordance with the provisions of M.G.L. Chapter 148-Section 38A, 527 CMR 9.00, application is hereby nmde by: Tank Owner Name(ply print) Phil Denesha X &VxUMftfjPWMWrP&MtQ Address 271 Wianno Avenue, Osterville, MA &neat COY srre zip Company Name Frank Corp. Co.or Individual Frank Gorp. vnnr Arprr Address 150 Herman Melville Boulevard, Address New Bedford, Signature(if applying`cr cermit) Signature(if applying fcc cennit) IFCI Cerl;ner Other = IFCI Certified = ._?# Other , m Tank Location 271 Wianno Avenue, Osterville, MA Sroer Addrw.a � Tank Capacity(gallcns: 275 Substance Last Store_ #2 Fuel Oil Tank Dimensions(diarrerer x length) Remarks: Firm transporting wzs;e Frank Corp. State Llc # 346 r Hazardous waste mar�,� E.P.A.# Approved tank dispcsa;•ra;-d Mid City Scrap Tank yard# 12889 Type of inert gas Dry Ice Tank yard address 548 State Road, Westport, MA Centerville 01920 City or Town FDID# Permit# Date of issue December 31, 1998 January 15, 1999 Date of expiration Dig safe approval nurrjx-r. 199901025 0 - && # g Saf c!!=-w Tel. Numbei-800-322-4844 Signature/Title of OfScz�:-ranting permit After removal(s)send Ftr,- =?-290R signed by Local Fire Dept.to LIST Regulatory Cc pliant-Unit, One Ashburton Place, Room 1310, Boston, MA 38.1618. FP•292(revised 9196) TOTAL P.02 � I ,l -��( (" Z"IM3 498 566 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Intemational Mail See reverse /2 A4"' S�oZ um r P, ice,Vi P CoQg 0Z6f—t Postage / j®$mil` �J Certified Fee Special Delivery Fee Restricted Delivery Fee L rn Return Receipt Showing to Whom&Date Delivered a Retum Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ th Postmark or Date 0 L Stick p Istage stamps to article to cover First-Class postage,certified mail fee,and charges I for any selected optional services(See front). 1.If yo want this receipt postmarked,stick the gummed stub to the right of the return I address leaving the receipt attached, and present the article at a post office service ! window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) i cc return a�dress of the article,date,detach,and retain the receipt,and mail the article. LO II J. If you want a return receipt,write the certified mail number and your name and address I on a return receipt card,Forth 3811,and attach it to the front of the article by means of the _ gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the O addressee,endorse RESTRICTED DELIVERY on the front of the article. CO 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. io 6. Save this receipt and present it if you make an inquiry. t o2595-s7-B-ot 45 MAS9. Town ofBarnstable A 9� t639. ♦� .slap n►e,+°` Department of Health, Safety, and Environmental Services Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Tbomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health August 31, 1998 Mr. Philip & Diane Denesha 602 Main Street Osterville, MA 02655 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE REGULATION REGARDING FUEL AND CHEMICAL STORAGE SYSTEMS Our records indicate that you have an underground fuel oil tank located at 271 Wianno Ave., Osterville, MA . This tank is listed on Parcel 140 on Assessor's Map 128 and registered as tank tag#440. This tank is not located in a critical zone of contribution to our public drinking supply wells but is 30 years old or older. You must have your underground tank removed within 30 days from the receipt of this order letter. For the removal of the tank you must first obtain a removal permit from the Fire Department. I have enclosed tank removal information for you. Upon removal of your tank, please return valve tag#440 to the Health Department. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days of receipt of this notice. Sincerely yours, Tho cKean Director of Public Health Enclosure: Tank Removal Information TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: G,_eeeq iYE Mail To: -BUSINESS LOCATION: A0. Board of Health Os��iu///�� �y,¢os-Gss- Town of Barnstable MAILING ADDRESS: P.O. Box 534 TELEPHONE NUMBER: - 6 v .Hyannis, MA 02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: lad Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES - NO_� This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) 1 e of Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) -a,#//6vFloor & furniture strippers Any other products with "Poison" labels tnal polishes (including chloroform, formaldehyde, ndry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers 1�fg Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business APR-09-01 MON 09:24 FM HYANNIS SAAB FAX:508 760 2508 PAGE 2 4� Town of Barnstable Board of Health r o e P.O.Box 534,Hyawais MA 02601 Office: 508-962.46U Susan G.Rask,R.S. PAX: 508-190-6304 Ralph A Murphy,M D. Sumner Kaufman.M.S.P.H. To: DENESHA,P141LIP A&DIAL M Date Monday,March 05,2001 602 MAIN ST OS'T'ERVILLE M 02655 RE:Underground Storage Tank at 271 W.IANNO AVENUE Map Parcel: 140128 Tank NO: 01 Tog NO: 00440 Our records indicate that your underground fuel(or chemical)storage tank is over 30 years old,and has not been removed as required by section 03:subsection 2 of the Town of Barnstable Health Regulation regarding fuel and chemical storage systems. You are directed to remove this tank sixty(60)days from the date of this notice. After your tank is removed, please furnish this office evidence in the form of a permit from your local Fire Department within ninety(90)days of the receipt of this notice. You may request a hearing provided a written petition requesting same is received by the Board of Health within ten(10).days after this order is served. Per Order of the Board of Health Thomas A.McKean,AS,CHO Health Agent . • y TANK DATA T111C�tE1VIOVEDFROM Gallons S .2 7 C�%/¢•Ka e ' (No.and•Strect7 i Previous ContentsiZC Diameter. Length testy or'ITown) w • Date_ Received 1.t Fire Departmesitl Permit# Serial#(if available) CID Tank LD.#(Form FP-290) Owner/Operator to mail revised copy of Notification Form(FP290,or FP290R)to : UST Compliance, Office of the State Fire Marshal,P.O.Box 1025 State Road,Stow, MA 01775. z x z - 0 f APB-09-01 MON 09:24 FM HYANNIS SAAB FAX:508 760 2508 PAGE 4 r APR-09-01 MON 09:25 FM HYANNIS SAAB FAX:508 760 250& PAGE 5 D ? Z D o Z D $ ? ? 0 pp D a v a m Z > 9 C D w 9 Z C o �, A RI v > ° � _ w b x m N O. ` a3 m C 3 `z CD ' Ca 0m m o mSy 3OD c ca xn m •�• C C 'n m R R 4 N m a 2 1 m m P CBS h . n a m c °° ►g t O O w m m is 0 • a m A c Q „ D..a x w • n w mtt,A� v C r Vi I Q • (D £ n m Q � a w9 _ a 40 a s m � w ¢1 a W . f , APR-09-01 MON 09:25 PM HYANNIS SAAP FAX:508 760 2508 PAGE 6 Ac .�_.rr•-----•- -- -----• ••� .ter.....------ Fire Department retains original application and issues duplicate as Permit. APPLICATION and PERMIT Fee- 1O.00 :for storage tank rerncval and transportation to approved tank disposal yard in accordance with the provisions of'M:G..L;Chapter 1AE.5ection 38A,527 CMi .9.OQ,.application is hereby rime by' r f Tank Owner Name(picas2 print) Phil Denesha X • agnanue pamwy Address 271. Wianno Avenue, Osterville, MA Sboa Gry State aD Company Name Frank Corp. Co.or Individual Frank Corp. . PdiA PqM Address 150 Herman Melville Boulevard, Address New Bedford, MA" Pow Signature(it applying`cr permit) Signg�at�uree(if applying;Cr rermit) IFCI CartFtrl Other IFCI Certified = :.Si' Other Tank Location 271 Wianno.Avenue, O.sterville, MA &.0 addles Tank Capacity(gallcn- 275 Substance Last Store= #2 Fuel Oil Tank Dimensions(da. e_- x)ength) Remarks: Firm transporting waste Frank Corp State Lic.# 346 Hazardous waste mar.illwr: E.P.A.# Approved tank disposal mrd Mid City Scrap Tank yard# 12889 Type of inert gas Dry Ice ,Tank yard address 548 State Road, Westport., MA Centerville 01920 Cfij or Town FDID# Permit* of issue Date of expiration December 31, 1998 January 15, 1999 Date Dig safe approval numcr 199901025 0 g sal OU —W Tel.Number-800-322.4844 Signature.!Tire of Of car 7anting permit &Idl� POA After removal(s)send Fc-;'?-2SoR signed by Local Fire Dept.to UST Regulatory Co plies Unit,One Ashburton Place, Room 1310,Boston,MA 08-1618. FP-292(revised 9/961 - J * TUBE PROVIDE W/1316FOOT FOOTING / \ FOR COLUMN SUPPORT ABOVE / \bYlzlO HDR. - OF28 _ .. .„..... .. 2)2x10 HDR ®_1=----_-- ----- - � `// � / �`� -` - - o A I / DEC fr/ 1 T9 FIELD VERIFY \\ % �� l.t. FLOOR LIVING SO FT. 1643 A_7 2xB 16 EXISTING FOOTING \, !) J TOd FLOOR(50 FT. 13441 2 ADD NEW SONOTUBES �•/( JgG}�J2 �( �\ ATT n i I r� . / / ,^2Lv10 MDR i w/BIGFOOT FOOTING \ jJ COVEREk C F( \ / 1/2' PLYWOOD PANELS TO B�AN R 1 ` aoMANENT ADDED �/ TOTAL UNDER ROOF LE III III FASTENERSTORM S TOMANENT B'ENINSTALLE ' DECK AREA 1 ` D -kt_+4 EAS 50 FT. B33 f• Z Z LU II NO III - III' AREAS FOR WINDOWS TO•WL Lf l 3UA /) �}�44 ' ��' I EXISTING DECK JOISTS F �`'j 1 j',q W t _. . o A.7 iIl X• 5 III III ' f •� � � v 3'-0• :7• WALL KEY ' SLID/0 II III o ' Ilt DH 0'x9' 3 I'-6' I G7R. w/ GABLE EXISTING WALLS .• I ___________i � I GLASS 1 DECK N O r'.----- 1 6/6 I Z 9/B° ANCHOR BOLT -- 77 I lye O I' - B'? t 'n LLS TO BE REMOVED Ip O 36" O.C. TYP. « („j 7 I I - r_________________ _________________ � 4,•/ r�+ ROPOSED WALL S Ifr I I LIGN FLOORS--i l®� = j1 I-I FWG120611-4 Q �.� I I REMOVE EXISTING 1 jJ U) q , I I FIREPLACE FOUNDATION - A - gC 1 I' I r 1 i _ I I I < FILL IN DECK JOISTS q Ur E I 1. 1 I 1 A a II� I I i I III A.5 3 10 I I I 1 C1 D °= i I II O I I 36'x36' ACCESS A.7 I I I I I _ R .... • I. CUT OUT I I I _ I I ¢ I "4.7 - 1 I II I CONTRACTOR TO I I 1 III 1n 11 p l I s 1 I VERIFY LOCATION I 1 1 1 = 4Vt•1 j111 - _ n = I lI O I I I I I I III « I 41. SPLAY Ir m .° N 1 I N rn�N zo�3o 2"CONC..DUST CAP , I I , 1 I 1 1 I L III CLG. I I GREAT ROOM 0 rc 1 1 !E! 1 r S 10 - z- w/VAPOR BARRIER 1 1 1 III 1 dl 11 12'-O'xl9'-9' z O'. 1 1 - - W O n u z�z rc I I1 I PROPOSED 1. f"-- I al Fw; I I I CRAWL SPACE - - I 1 - u, - -. n BREAKFAST _�'__- - a o W o'" 'a z - �UUIrcpw024 I / 1 ;Jmry III I. GLASS SIZE w/VERIFY AND ADCH RM. •I -3n PROVIDE trg REBARS O I I I - i �Sw _H I 12'O.C. VERY IN I I III WINDOWS, MATCH SPACING = 1 I I 9"'S,r TL,_cmpF,NzO I EXISTING FOUND. WALL I I B' THICK x 36'-2' I BETWEEN t AT CORNERS. « 1 I Nz O >vl I 'I ', I 1 VERIFY TOTAL SIZE OF __ __ �wrz�O�V 1 -1 i I CONCRETE WALL R III ADDITION BEFORE ADDING -- `--J L - O owooio�a i'°Co- IT 16'xB'CONCRETE ° ----- __. _ 8) za uzu w$wao I I I FOUNDATION, f--- B''THICK x 36r_2e I I , , (� FOOTING III. DH 0•xq' I , EXISTING I GLASS CONCRETE WALL ON 1 1 III. r CRAWL SPACE I f b/6 ----- I 1 � 1 1 B I 2"CONG. DUST CAP 1 . 1 FWH2%B + _ - CON'T Ib'xB' CONCRETE -I A.7 I in I .. II w/VAPOR BARRIER .I 60 PK - npp FOOTING ,. I I i f#OVIDE M REBARS O A.5 - Wee 1 I E I 12'O.C_VERT IN III -• I I A.5 t o o( 1 , A•7 I (STING FOUND. WALL 1 36' DIdM.CORRUGATED 1 II GALVANIZED STEEL I 1. L---__--__- __-- - _--_ AREAWAY W GRAVEL BED, TYPICAL- REPLACE EXIST. m O .1 I CASEMENT w/NEW I I --- 1 TRUE DIVIDED LIGHT Y ------ x 1 L-------- ---- - 0 1 1 ---- E-I 8 TI PROVIDE 10• DIAM.FOOTING - - -, r /B°.ANCHOR BOLTSERIFY[SIZE I. ' mm O F -TUBE NIGSUPPOROOT T ABOVE I I CONCRETE EXISTING Y ' t ALIGN.FL 9 I I I.I li j: .......... - I ----- I u Q W df y STEP _ ___ CRAWL .SPACE 1 I v O 36 O.C. TYP. REMOVE EXISTING 0 _ e,._., G 3 T-q• I I - STEPS t ADD NEW A ------r I I O ry l DH b x0" 3 e .___ WOOD STEPS / o n 1, I ___ __ .. Er-"_'____ � - •- - - .! I ° GLA55 C W A.7 I 1 I m m RAILING I g 12/12 ---i 1 -- A.7 - ry c -- --- _ __ CCUTxiOUT CCES 1 �ROPCISE o I L i KITCHEN Q - I i 1 -0. _ - 1 1 « r----- 7 _ II r-B• f___ CONTRACTOR TO , (CRAWLS CE I I _ !, 0,+0. ---- 1 L __ __- VERIFY LOCATION 2' Sr b• 72)2.104.1. E ------ --- RR--=J V266B 26B i4 IEXISTING STAIRS -- -- LIM CK JOISTS 7 TO IST FLOOR BM.O Ib'O-C. 1 NOT PKT:( USED) I' 3 7'-10' p0 C 1 2x10O - Ib'I O.C,' 1 HALF IJ - C B 12 3 4 I.1 r--- I' ) 2 MDR. I - t A.5 q 7 r; I I B FI D I/2' PLYWOOD PANELS TO BE USED FOR /(� z 2x1 II • �-- ---- - -- ---------- ' jL___ __ /1 __ f I 1 'STORM PROTECTION t PERMANENT "• U 'mry I �/ / I J--�--- --- -------` --- _--= � _ _ L ___ -Li__ ____ _ -_ -__ -- A•5 FASTENERS TO BE INSTALLED AT NEW Z - L r___ .EXISTING bx6 GIRT 1 I. \ ,rv _- J C O_ J,._ - WINDOWS Z \ J I PKT. D j , _ \ PAD OUT O w AREAS FOR u (_____ I _ I ,.; / 1. iv 9'-O° O T-10° O" 2'- ' EXISTING WALL 1 TO BE FLUSH A I I EXISTING BE FLUPI. WALL ZF V/ A.7 r I w`' BASEMENT 1 1, l III _ - \ - I 1 Q lL > W 1 I a i \ i i Ili r i u MASTER'BEDROOM TJ O Z Q FORMER 1 1 I I 13'-O°xl7'-O° ll�- Z to E CONCRETE FLOOR STORAGE rAREA 1 'I - / [ DINING ROOM I 1 O WN V Q J QQ I u I lu A. I I EXISTING DECK JOISTS `�i/ ,. ". I , DECK 4[- I. .. FIELD VERIFY Z J EXISTING FOOTINf. II --• •t Q Z ADD NEW SONOTUBES Q w T Q W w/.B14F00T FOOTING/ 1 - - \I) ,n -i- -L-----� SF20 - LL Z V/U 3 f- 4-3 C I I --- LL I I CHIM EY BASE CONTRACTOR TO ALTER / n I L CRAWL SPACE-TO ALLOW I Q 1 BASEMENT NOTES: " 26 B I ' = 66B I I FOR BASEMENT STAIR II I.1 ON / NEW DOOR TO BASEMENT C- 1 -J-- 1 IX15TING INT. STAIRS I I - ACCESS AS NEEDED I , I -L-- MAY EXTEND BELOW TOP 1 I , J 1 , 1, MAIN FOUNDATION HALLS TO BE B' POURED CONC. W 2MM BARS TOP \� Q OF DOOR EXISTING I , t BOTTOM.REST FOUNDATION ON B'%I6'STRIP FOOTING. - I 1 FOUNDATION WALL A•7 I 3 1 , PROVIDE 30w7 HOER.BARS CONTINUOUS IN STRIP FOOTING w/ - l•-' TYPICAL NOTES: gh�a�W � � " 1 I , Q I I KE7WA7. PROVIDE xq VERT. OOYIELS O 24'O.C.NORIZ. EXTENDED I , 1 BOO. MIN, ABOVE TOP OF FOOTING. PROVIDE 3-. ANCHOR g,:E S�ogcSIX 1 I 1 I I BOLTS I %•O.C. OP MIN 7' EMBEDMENT w/3'x3 ANC PLATE WASHER I V 1 STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTIONF $ ib �N jI I 1 I 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2'CONCRETE FILLED LALLY 'STUDY/LIBRARY WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR UP WALL PLASTER BOARD/FINISH• x I I� E ',L_____J i COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6'z64B/B'CAP PLATE I I 1 tt •FOOTINGS BASE PLATE N/2 03/4• DIA.BOLTS. WELD ALL CONNECTIONS CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL A.7 1 1 FOOTINGS TO BE 96•x%'xl2'SQUARE CONCRETE W 3+5 BARS EACH WAY. a ' 506E C.O.I l EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION ��o � •S$g 1 I \ I r--___-� 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURESAS MAY BE II FOYER NECESSAR7 TO INSURE SUCH PROTECTION, tfq �68Edg I 1• ______________ - I 1 o g g I I , 4.CONCRETE SLAB TO BE 2'POURED CONC. DUST CAP ON COMPACTED FILL. 7'-7' CONTRACTOR SHALL SITE INSPECT 4LL EXISTING V5. PROPOSED 9J� •S z�a - i @ I I CRAWL SPACE I , - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIF7 DESIGNER et, � "��x rs�s I L---- -- ______________J I B. CONTRACTOR TO PROVIDE BASEMENT VENTILATION A5 OF ANY DESCREPANCIE9 AND/OR CHANGES THAT MAY BE ENCOUNTERED. �i .'E�Ix 1 ---- I I REQUIRED BY CODE (WINDOWS OR MECHANICAL) CONTRACTOR SHALL CONSTRUCT dND MAINT4IN'TEMPO RART WALLS/ SHORING ETC.TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL L _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ b.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN INTEGRIT7 OF EXISTING HOUSE- G= 4'-0' MINIMUM COVER. - CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING.VS. PROPOSED \7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS O Q�0.SCE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. WORK PROGRESSES. I N FOUNDATION PLAN 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. AN MISSING, 'I INCORRECT OR QUESTIONABLE DIMFN51ONS NOT BROUGHT TO THE ATTENTION PORCH d' OF THE D�SIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. - 10, INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING FIRST FLOOR PLAN 0 FIRST FLOOR• CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS Z NECESSARY TO ENSURE DESIGN INTENT. .-r O} h El ❑ El ❑ 0 � Q 0 3'-1' 4'-7}2 71-7. 3'—Ze 7'-10'- 9'-3' i• ----- ----- - w I , I , 1 . mpg. m o .,7 1 Nno N� L U -10 Ole Nv I E•�� ter= Coy 1.1 11 0 mD � 1 r9Z - \ O O -1 T�I 14 (1 - S Z NSA Ap N VX sit 1 m1 I D, NA I S I y cta i PAt 1 TI \NOTES N o j r I ADD RISER® r 2'-2 T'I BT .t REBUILD O 9'-6° 9'-4' I ID x HAVE LOWER RI r V RISER MGT. 60'C. . 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WITHOUT FIRST OBTAINING THE - -2 6126109 W .�A 271 WIANNO AVENUE DISTINCTIVE RESIDENTIAL k COMMERCIAL DESIGN aR R[MEW"wD"vPRW4 RCGwmwC 1�1 WIN STREET•YARwOUTHPORi•MA OYBYS Epap CSONSENT OFN NORTNSIOEN CHECKED p56R➢UM M sw 1m OSTERVILLE, MA. (wR>�Rz-zzto csoR)aez-Reoz DESIGN. Da w � F _ C �a q o � 3 F�N S YR n.t.S a IT `. 1 IA o 4 rpp Usa ' s 5 Sz •aP c 3 •LSE L______J I I I 1 Q, I i s¢ i 21 • Sgo 4R D 9g o STEP •Y aA v S W 4- Fm i a Z IWa -- --� ZY CS CTR. C1 I a! 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EXPRESS ARSITEN PERGNSSIONE p p ns�E w.ws Re tAlm)m rvn taw 01SIINum RMODI IAL EI CMERMAL DESIGN A.o 12 Osterville, MA. °�°"'°�`°°'��W9L� 1a1 wYI SEREET•YAPROUiiP6Rf•WA Oa673 ND CONSENT OF N0i1N4DE CHECKED f41 RYiw AIO APpM4YAl AM ,41 IN,!j:10 (s491 1 T-f 602 wsstna arwrnus w sm;Anwu !>:9ON. #259 FLOOD ZONE: 1112 sty w/f ASSESSORS REF.: k Dwelling Map 140, Parcel 128 Zone X / FEMA Map Number » r �/I 25001CO757J .` � e_ \ July 16, 2014 OVERLAY DISTRICT: Existing Cesspool to \ AP' Aquifer Protection District be Removed ZONE: See Note 11. . ❑- _---❑ StOcka- d_ a F_ence {j r 1_- - - 1 RC i� 4 //�aAe G`ac` /Ili i N 48 2841" E ❑ J / NIF Area (min.) 87,1200 SF(RPOD) rr`• *'"" ., , `Po 96.49 p� Richard J & Ellen M Shea r Frontage (min) 20' 157 1690 a , co 7 Width (min) ]00 Setbacks: ,�`'�•�' � �, 10' Side and - - -. - .-. - - IP o _. _. `rri ' nd - Front 20' w1'a 1- ,. . i ;l ; ❑ ❑ p Side 10' � � � ,��:� Tl�- rH-2 41 E l 1 4.88' ! Rear 10 27,483fSF � I N48 28 11 1 tw �/' -/ ► j _ - - - ` C r� i LOT COVERAGE: , . 10' Sideynrd � �,a -- -- -- -23.4 f_ ❑ j i l AS PER TOWN CODE CHAPTER 240-91 ( i CEl a ..' l. PROPOSED LOT COVERAGE - 3,438 S.F. (12.5%) Location Map: 66.5' n% i I 5 r (INCLUDES MAIN HOUSE, DECKS AND GARAGE) Lawn `" I I c.. Irk Scale: 1,,_ 2,000'± _.� 16.- > t �, i •pQyy 6� FLOOR AREA: i , p Q'\ TES ..... r-- SEPTIC NO i O i Lawn 1 - Hours .. I I � � � PROPOSED FLOOR AREA 6 892 S.F.S F (25 1�) Location of Utilities Shown on This Plan Are Approx.At Least 72 Proposed 1 Prior to An Excavation For This Pm'ect the Contractor Shall Make ✓� Cn , INCLUDES BASEMENT, FIRST FLOOR, SECOND FLOOR, y Lawn " ® ( the Required Notification to Di Safe 1 888-344-7233 2 Sty w/f Dwellg i ! o GUEST SUITE, ATTACHED GARAGE, & GARAGE. g ( ) 1 ? TOP OF FOUNDATION i) 34.6 1 { \ I Lawn L11 2.The Contractor is Required to Secure Appropriate Permits From Town PER PLAN BY NORTH SIDE DESIGN.) . a! ) „�- � •"' •.... ,.. � Agencies For Construction Defined by This Plan ... AN E D N. 3.The Water Line Shall be Constructed in Coordination With d I r r COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. DESIGN DATA 4.Install Risers to within 6 of Finished Grade 4 Required). Slab=33.3' I rr d7 ( 1 Sty W/f Bench Mark 4 ry.. i F 1 1 " ._...""" � p � Single Family-7 Bedrooms 5.All Structures Buried Three Feet or More or Subject Cj Garage-Shed 1r'2/I . a 1 L '''"' .............. o With NO Garbage Grinder to Vehicular Traffic to be H-20 Loading.It is the Engineer's / n f ¢ t C ) ' m � Daily Flow=110 x 7=770 GPD Recommendation that H-20 Always be Used. 4' Bit �Is? � ^ (f„ � � � I Q Septic Tank:770 GPD x 200'�0=1540 GPD 6.Septic System to be Installed in Accordance With 310 CMR 15.00& Driveway g,.= e - r;" Use 2500 Gallon 2 Compartment Septic Tank 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \ I ? I W Z7 (Required For 2 Kitchens) Board of Health Regulations. 111 138 `�- --..-. - .-' „__' -- \ \........ ......- .... -...'"..• a LEACI�ING AREA 8. Septic Tank Shall be a 2,500 Gallon,with 2 Compartments. • Lawn 7.All Piping to be Sch.40 PVC. 2 Sty w/f 1 "�J+J1 \A -`� w �fj n 770 GPD/0.74-1041 SF Required The First Compartment Shall Have a Volume of Not Less Than Dwelling I ± Sidewall=2(12.83'+ )2 1,540 Gallons and the Second of Not Less than 770 Gallons. \ � r' "\, • ��;,, � ':`' � 59' '=287 SF f ....................^_.^ I Total ( 2.83'x 59')=757 SF The Compartments Shall be Interconnected by a Minimum 4"0 1044 I 24.9, 00 Bottomm Are Provided Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. Bottom Lawn i 9.Inlet Tees Shall Extend a Minimum of 10" {� ? OSED / Below the Flow Line. sEPn I LEACHING CHAMBER DESIGN 10.An Outlet Tee Shall Extend 19"Below the Flow Line, _ All Pipes to be Schedule 40. Use Eq,•pe PROPOSED """` ? and Shall be u d With a Gas Battle. PROP D D-BOX Sideline o f Wi d n n o Ave 6-500 Gal.Leaching Chambers in S.A.S. y g 11.Existing Septic System to be Removed,or Abandoned 1 PROPOSED 7 Z IT-10"x 59'Washed Stone Fields as Shown. i O I Bit Driveway ;' I a S r�el PBJ J 6/38 by Pumping,Crushing,and Filling as per 310CMR15. ,+•� �•.,,, ti Lawn DRIVEWAY h f i fl. Ftwah Grade too , 4 _ - I i I tV 10 g.Minsin' 1..' 1009• RESERVE o Lan I �1} I h composted Pal h �..% Filter r 1 Lawn -3 TH_4 ~� I ANDIOR 1- -- - -- - Z -- - -- - - - -- -- - -- - - -- _n h 2" va"-In" -- -- - -r�. 10' Sideyard Pea3 aS-t t tn" PROPOSED' ( S i d e Hn e o f W i a n n o Ave 3' Double washod F u 10' MIN.Fl VENT t a 2' LEACHING Stove d S50.1 24 W 20 58' �'v -- - as per PB69�75 CHAFER CB/DH 5.69' \ / Stockade Fence 199.36' O \ N/F l OHW ?�� i Michele B Reardon ( 4'-10" Fnd Le end. 7 �.. I 20323/275 ' W \ OHW ` CROSS SECTION OF CHAMBER Deciduous Tree _ r OH H? NOT TO SCALE Garage ! Dwelliw1fng G #281 Vent-Final Locatation to be Determined Coniferous Tree at Time oflnstallwuto be F.G.EL.33.0 as Inconspicuous as Possible Ow Water Gate (round) PERC TEST: 11,691 © Gas Gate (round) '(N FF�,Aq PERFORMED x°te4tiYP> - PERFORMED BY:PETER SULLIVAN,P.E.-SULLIVAN ENGINEERING ® Catch Basin WITNESSED BY:DONALD DESMARAI,R.-TOWN OF BARNSTABLE APRIL 10,n Iron Pipe ? 011 :G. TEST HOLE-1 EL.33.0 TEST HOLE-2 EL.33.o TEST HOLE-3 O LAYER IOYR 3/2 0 LAYER IOYR 3n El CB/DH 'c; 30.50•(Dwelling) H-20 EL.33.0 TEST HOLE-4 EL.33.0 1�� to Confirm EL.29.90 2500 Gallon O LAYER IOYR 32 Guy 5 t .4u"� j m Top EL.30.00 FILL VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN 2 Compartment L 2 H-20 42 (OLD HOUSEHOLD DUMPING AREA)29.5 6" ORGANICS 32.5 4" ORGANICS 32.7 4" ORGANICS 32.7 Utility Pole o S1 O Septic Tank D-soxJ1z OHW- Overhead Wires �� I' E \� Flow Equalizers VERY DARK GRAYISH BROWN BROWN BROWN BROWN F NG SEE NOTE 8 As Ryt»re 1 29.00 H-20 46 ORGANICS 29.2 18" MED.SAND 31.5 16" MED.SAND 31.7 20 MED.SAPID 31.3 -25 Elevation Contour SIONA�E Leachingb LAY Chamber YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN But.EL,27.00 MED.SAND 2 N ED.SAND 5 MED.SAND 3 MED.SAND 3 Belld]n&"T"9>&Baffels LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LI ZZATITR GHT YELLOWISH BROWN LIGHT YELLOWISH BROWN Shift Septic Location IfEacamteted Rem°ve&RepLa as Per Title 5 MED.SAND 128» MED.SAND 22.3 128" COARSE SAND 22.3 COARSE SAND All Unsuitable Sods Within 5'of PERC TES L 10'Min.-Slab (See Notes 9&10) - The Outer Peimeta of The System �" TENE(9"-6")2 MIN 28.0 25 GALLONS IN<15 MIN. 28.5 2V Min.-Foundation Update Foundation Location , 5/21/2015 144• PERC RATE NMCN 21.0 120" PERC RATE<2 MIN/M 23.0 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM t EL.2.5 Update datum, proposed house, remove NOT TO SCALE Appmx. wa ater Per T.O.B.Groundwater Map Revision: relocation of garage & proposed Garage. d. 3/31/2015 TI TLE: Site Plan PREPARED BY. PREPARED FOR: NOTES Proposed Septic System . CapeSurav 1.) The structures shown were located on the ground1" l" Y Engineering& Jeffrey Kaschuluk by conventional survey methods on 20/MAR/2007. 7 Parker Road At SU11 ivanConsulting,1na Osterville MA 0265 2.) The property information shown hereon was a (506)428-3344• Pa Bolt�• 7�r pod,t�twna lit o2W5 5 PO BOX 1026 compiled from available record information. 271 Wianno Avenue tsadeauftalterlgin.com •wwlKsulftarwgln.com (508)420-3994 (508)420-3995 fax 3.) The intent of this plan is for permitting a OsterVllle, MA 02655 Septic system only. BAR�ST�B�E (OSterville) M „ SS 4.) This plan is only valid with an original stamp o Draft: JOD/CTR Field: WHK/DWB 20 0 10 20 40 80 and signature. 5) Datum is NAVD '88 (opprox) DATE: SCALE: Review: Ps/JOD Comp/Draft: RRL/wHK Februar 8, 2008 1 "=20' y Prof• # 27002 Drawing. # C684_1G1 f1/2 sty wf Dwelling NASSESSORS REF.. 0 / e Q Map 140, Parcel 128 1 r �\ -.... - .ems. OVERLAY DISTRICT. ` N 48'28'41" `' N --ix� ._ ) AP - Aquifer Protection District �y. 96.49 Richard J dt pert M Shea r /� C1 a / , ! • 1 / l .- -i V'a 1690/157 10'Sldep°rd _ -- 34x0-- -- ` G'(� ' / 4� iP l i _�'T i m Fhd ZONE FLOOD ZONE: a. M T+'2 N 104.88 RC Zone C i o I N 8 2 41 f ' Area (min. 87,1200 SF(RPOD) Y ' ; • 1 10ax RESERVE Community Panel No. /� Frontoe min) 20' #250001 0016 D r' 42 { _ fo'sldeyord __ _- /... _ _ ' Width min) 100' July 2, 1992 -•- i SetbocEs. • 1 ° I r St0��00 de1 'q, 27,433isF ss.5' 3x4 Location Ma • :0 Lawn 44.6' �-- I \ ' s Rear 10 Scale: 17- 2,000'-+ O ' 33x8 SEE NOTE 11 33x9 _s. v 1 4KO town -t� DESIGN DATA SEPTIC NOTES 34x1 � O I Lawn ..94..of'lown. O DESI D Lawn 33x9 I ,p \ � 1.Location of Utilities Shown on This Plea Are Approx.At Least 72 Haws ,{ Single Family-5 Bedrooms Prior to Any Excavation For INs Project the Contractor Shall Make J ZE I l _, wood { Q With HO derbege Grinder the Requited NotiSation to Dig Safe(1-888-344-7233). Deck 'i„ C+J �- I Lawn (n Dar'ly Flow=110 x 5=550 GPD .The Contractor a Required to Secure Appropriate to From Town $ -Q � I •................................... . Wood Deck '' ''••. - - Septic Tank I � Septic Turk:550 GPD x 200°/.=1100 GPD Agencies For Construction Defined by This Plan- Pew \ � � / W � Use 21)!10 Gallon 2 3 The Water Line Shah be ConsWctedm Coordination With I , s Wall n i For 2 Kitchens) &31 CMR 15.00.ThCOMM Watm and Shall Water Line Sleeved Where Required. W \`'_3• '0 LEACHING AREA 4.Instill Risers to within 6"of Finished Grade(4 Regttired). 1 Sty W1f / Ffa37.8 Colic Walk_.�_. 9 ' 550 GM f 0.74=743 SF Required 5.All Structures Buried Throe Feet or More or Subject / Garage-Shed a / to Vehicular ltattic to be H 20 Loading.h n the Engineer's • #271 Sidewau=2(12 83•+42�2'=219 SF •¢ tq� Recommendation that H 20 Always be Used Bet FF=37.6' J 2 Sty W1f Porch { \ 6.Septic System to be PttttdW in A000tdanoe With 310 CMR 15.00 dt / Driveway \ /' ( 75 Total Provided x 42 =539 SF 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \ Dwelling r W . N( ` Board ofHe dth Regulations. Brick#tie I Lawn LEACHING CHAMBER DES M 7.All Piping to be Seh.40 PVC. 2 sty w/f / ^ / c po I All Pipes to be Schedule 40.Use 2, Galion,with 2 Combats. Dwelling ,/ Nivk h ` ; I 33x3 �, ^ 4-5W Gal.Lambing Chambers in 8. Tank Shall be a 000 I of,l,awn W O 12'-l0"x 42'Washed 3to�Fields as Shows T�First Compartment Shall Have a Lew m an 550 Less Than OS 19 1,100 Gallons o ar Lela 550 bo O O Vatted e e eL r I gag.. - Compu�ents shall be b9mmnected U-Shoped Pipe with a Gasby 4400 Lawn 33x5 PROP t 9.Inter Tees Shall Expend a Minimum of 10" i P11C TA Q Below the Flow Line. O PROPOSED ` tb S 10.An Outlet Tee Shall Extend 19"Below the Flow Line, -N ' i O 0-90X �. U and Shall be Equiped With a Go Baffle. • R.AS 11.Existing Septic System to be Removed,or Abandoned 00 W I ( A^a Bit Driveway 1 { by Pumping,Crushing,and Filling. 4� C 9.91 - '�' 33x8 ►� to ,5 G' O t- Lawn �. �r CmpehdFB1 Fatr 0 Lown ��.-- -- - -- - - 33>7_-.-_._Lawn -TM_3 - - - _- - - -- -- - 34x2 42'-eyord-TH-4 r wtFmott -M 1U Sld '--a �. h 14"sm e P ,/J f0'MIN. p 3nr.1 rrr d `;50'19'24�W .. - - Cry 203.58' QHW 1.eAt�mac smeFit "�"°e° 7v CE/DH '�-- 5.69' / a e once cliAl�ER Fnd / 199.36' / O M1dleleNNReardon ! OH 203231275 \ QHW `may \- pHW C CROSS SECTION OF CHAMBER Legend.- NOT TO SCALELn Garage DwelJ)ng G per B.F.BL 37.a NO. Deciduous Tree F.a EL 34.0 R s«rwm4p,P1 PERC TEST:11,691 Wq 0 PBREORMW BY:MIRSUL1VAN.P.B.-SUMVAN BIrxIDMING Coniferous Tree VHMESSBD BY-DGNALDDBSMARAMRa.-TOWN OFBARNSTABLB TEST HOLE 1 EL 34.0 >fl..34A 34.0 M-34A ® Water Gate (round) Ci �cwfim �� TEST HOLEn2 TEST HOLE-3 � 4 O Gas Gate (round) Pilearolasulladon 2Compartoteet 0 TOP EL Ful VEItYDAMORAYnNEROWN VBRYDARBORAYORDRDWN ' +. VEMOA1KG�M BROWN 7 ® Catch Basin septic Tank D-BoxMDHOUSEHOLDIIUMPRGARBAW A OROA ICs A ALAYER Sn p Iron Pipe sEElvoT$a Flow oitizers vERYDARamuAXBB[BRowN BROWN BROWNoorrl CB/DH As EL Il•00 Lacbing ORGwlacs t4ED,Sarre ►rPn.serro rmo setw B LAYER lOYR 5/6 LAYPR LAYER B LAYBR ICYR 5M i YMWWM BROWN YSUMWM BROwrr YELIOWISIIBROWN YEI LOWN IIBROWN-0 Guy �� MM SAND bM SAND JAM BAND R®.SAND fl Utility Poke eddim"1's,&13*Mb C LAYER,10YR 6N Y LAYER 1 C LAYER lOYR 6/4 t0 $ a�PerTitle5 WE i:i:1:81temmAltepim � iiarrYBI.OWISHBROWN LKWrYBLL0WNBBROWN � LlWYELLOWnHBROWN =WYELLOWMBROWN OHW- Overhead Wires bM AND 1 bMSAND COAMSAM 25 Elevation Contour IV INS&-sw (SeeNotes9dt10) o Pe � s a eo- PBRCTBsr 290 No wTFR 1 nocRou a;o urrrPxBo p 293 ,o,. Tne?{4'fi�21�4 25OALLONS 1N<IS Mni. 33x9 Spot Shot Elevation DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 1 PmecRAta<2t.>IIUOV NOGROUNDNATPRENCOUNMen I PERCRATE<2WWM NopearrrowwTncmlrntrarRR® NOT TO SCALE Pa T o3! Tl n E: Plan n PREPARED BY- Site PREPARED FOR: NOTES Proposed S tic System Sullivan Engineering, Inc. 1.) The structures shown were located on the groundp CapeS�ry � A t PO Box 659 7 Parker Road Cb Jeffrey KC schuluk by conventional survey methods on 20/MAR/2007. MA 02655 Osterville MA 02655 PO BOX 2.) The property information shown hereon was Osterville, 1026 271 Wi nno Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax compiled from available record information. OStervill e, MA 02655 3.) The intent of this plan is for permitting B "RNSTABLE septic system only. o ostei�»e MASS, Draft: JOD Field. WHK/DWB 20 4. This plan is only valid with an original 0 10 20 40 80 ) P Y DATE: SCALE „ Review. PS Comp/Draft: RRL/WHK . stamp and signiture. February 8, 2008 1 =20 Proj # 27002 Drawing # C684_IG1 0259 / 1 1/2 ety w/f r /r Dwelling ASSESSORS REF": �i4� rr Map 140, Parcel 128 'C� o _.� ,- OVERLAY DISTRICT.- --I � . : `J�/Ip N 48'28'4 -��'❑ N� - - AP - Aquifer Protection District '. .� . 96.49 Richard J&Eger At Shea1690/157 g' _ / 'q- fo•srde = -- --. 34xo__.__ _ - T F d g = ZONE: FLOOD ZONE: t 11 RC Zone C " a ' ` •. 48 28 41 / 104.88 Community Panel No. ( 1200 SF(RPOD) Y Area . min. 87, 250001 0016 D 4! i RELocATED i Front, a.(min 20' # // , cHOUSE 27,483fSF 't -_ 10Skfayard --.L'_,^_._ - - C? setbac s: ) ' / ( , Width min) 1 0 July 2 1992 `, ' 1 Front 20' Location M r � � 33x4 cesspool.' � �' � Side 10' vent Ma " Rear 10'Lawn Scale: 1" 2,000'f 33x8 ................ ..... SEE MOTE it �i fawn P �� �j (n �"� ` ' _a� 34x0 4 34x► I I ..""" " 1 ' � DESIGN DATA SEPTIC NOTES 33x9 I O ............. ...... ............ 0 1.Location of Utilities Shown on This Pin An Applox.At Least 72 Hama O Edge oY"L'bi►r► _ I I 4 Single Fam17y-7 Balroams Ftiorto AcyEzcavation Far This PmjecttLe ContracDoar Shen Melee WoodO / �32. 1 Wtth NO Oatbl�a tirindec do Ra)uhrd NWfiation to Dig Safe(14188,M 7233). n / 1 uJ Deck Lawn U1 DaQy Flow-110 x 7-770(IPD 2.The Contr�tor is to Serum Perta is Pmtn Town Cr! ( �- i--- Fl CE ` ' Tads 770 GPD x es For Conehucthm Defined by This Plan. A I n1 1 R U�00 Gallon 2 Compuimmt Septic Tank 3.The Water Line Shall be Constructed in Cool�iao Wt& 5-1 Wood Dack `' - .y (`�� (A O (Required For 2 Kitchens) COMM Water,and Shall be in Accordance With 248 CMR.1.00-7.00 Stone 1Nbg ( �,!"' a 8r 310 CMR 15.00.The Water Line Shall be Sleeved Where RequhI aDD1TioM �`° I 4 LEACHING AREA 4.lnatait Rises to Within 60 of Nabbed tirade(4 Regah4. 1 Sty w1f PROPOSED Cone Walk 1 ? 770 GPD 10.74 1041 SF S.All 3lragmes 13mted Thrx Feat or More or Subject �* #2 71 - / FFe37.8 "t to vehicular Traffic to be H-20 Load'mg.It is the Engineers .:... ��, J _ _ _ ..-�,,, / C Carnage Exav be Installed inAcowlence (( �" U House y FF:37.6• 2 Sty w1f j Sidawali 2(1283'+59'�2':287SF Reoo�lads�ltthatH-?AAlwaysbeUsed fir I iS TU 8E 1\\�{ \ 0 D welling P ENiR Porch t' ' Im \ 18ottom Ate(1 59) 757 SF 6 248 CNIIt,00�7 00 Latamat Town of Barnstable ; RELOCATED 7 I� \ ADD/110N PORCH PROPOSED / W--+ `-W p \ Bond of Health Regulations. `t e o LEACHING CHAMBER DESIGN 7.All Piping to be Seh.4o rvc. pie � ^ry `„t�? \ \\ �,.` \ r ';S i Lawn All Pipes to be Schedule 40.Use S. Septic Tank Shall be a 2,SW(islioo,with 2 Cats. 2 Sty w// r 1 .- ' �""�^ The First Compartment Shall Have a Volume ofNot Less Thm --4 h 33x,3 w 6-500 Cant Chambets in 1,540(isll000a and the Second ofNot Leas then 770 tlallons Dwelling . ✓ 1 ✓ 0 \ T + l `t'� -. lit 1 of Lawn 41 17-10"x S9'Washed Stone Fields as Shown. " C J n ( _ Cl O The Compatmaris Shall be Interconnected by a Minimum 4 0 ............5 Vented Invaded U-Shaped Pipe with a On� OTSEDA a. % r�� \ gig W t t;' QS` ( as t)y0 9.Juld Teas Shell Extend of 10" same on the outlet 33x5 \ 'ant B� t - j 4 Below the Flow Line. �SEO 1 \ �. 10.An outlet Tee Shall Bxemd 19"Below the Flow Line, D-S.p PRO�•�.l l.-L "" -0 and Shell be Hquiped With a(ins Baffle. GARA t PROPOSED <\�� v ( ' 0 11.Bxiatmg Septic System to be Removed.or Abandoned S.A.S f �s OSEO Bit DR�eway ` `��. r' \ f < 1� +• ( ] �1 �A by Pumping.Ctwhing,end Filling ✓� v I�ano.ea (����r' r aN.-_ 100%RESERVE Lovwl \ �� h 9'MY M t�or Fabric ANNOR. Lawn < t v 33x7 59' 1H-3 7H-4 �^ ` h 2• Few- ' 10r�oaya_aoS1E0_._ _ _ - 4 PROP 3/P-1 If1' P f0.5' l,r y \v f0'A►IN. (�/� VEMT �f" a waeuee d r S50'19 24 203.58, °HW CHAMMt Atain�o FhdCW 16ence 199.36' /� r I e IVMkhateHe Reardon I W / 203231275 OW W ITtO' �a�C410i l ONW C CROSS SECTION OF CHAMBER `sow pn_,. Le end: � NOT TO SCALE s n � w f °NW \ _ o Geroge Oweging FP BL 3Rt �{ va Deciduous Tree S ne-IxrtLoecuatoeabenaamben F.aBt+34A a� nniob �FSG/ST 1ONAL PBRC TSST:11,691 a0*0' seeNaeeO(gyy PERIGI MBY F131Italnl2YAN.FB.-amIdVAN@fGINIM4FG Coniferous Tree wnNsaw9 rDONAtDD�rAxAELR&-TO'WWCFeAEWABES Atom.tatar► ® Water Gate (round) H TEST HOLE-1_ TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 '00 IZ.3�A ID.34.0 8434.0 B434A t R O IGI OtAY®t 10YR3R BL.32"MMIW B9 M) 2500 Gag0a ® Gas Gate (round) BL3150 tent vBaYtaAatemaYt+ttaaowN vBaY DAM ORAYasHBROWN vaueYDARxoRAYtsHtntONN ® Catch Basin p 2�t+u c H-20 room 3tco C no olal>x uto ° r t " Au sn O iron Pipe Plowl3quitim MYDAaxktaAYrssnaowx sum aaowx BROWN O CB/DH MM NOM S e. am osaAracs tYma SAM ►R sArm , � 8IAYMIOM54 0 LAY=lum 54 131AIM10=54BLAYER10Y M YaaowtsHBtmwN YBI1.owMERO vN YavowtenBxowtl YELLOwls BKOWN Guy BL.28M tE.SAND b®.SAND bwn.sAND Z - bm"M -O- Utility Pole BeMiaL-1 s.dttHaffete k;LAYBatOYRa/4 IV as Pa Tide S HBemaaaee kama.a a xapLM c tAYIaL 10YRN4 -OHW- Overhead Wires txarYtltiowenttaovvrl La3aTYHI.O1r19aitntOWN LtotrrYm.LowrenBAowrr uoat•Yt,rzownatnowN (SeeNctes9li<10) Anihaa54b1e;oBawiaiosat F�BACTHSi 29A t lko bum t a:oosaurmw� 54• TB sys -- 25 Elevation Contour `at1Q0: TlroatrFaiiiu�ofTlte3,uao MMW.b.)2� 25oArwMS111<I5wN. 1 FWPATB<2)mi1nl s fl=XATB<2NWAN 33x9 Spot Shot Elevation DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 70°110""°w"'�` N°`8OUNI .�"'H`�'°°""'� 81.25 NOTT0MALE App-GI w Pa T.O.B.atamdwaeerMap TITLE. Site Plan PREPARED BY PREPARED FOR: NOTES Proposed Improvements Sullivan Engineering, Inc. CapeSury 1.) The structures shown were located on the ground � . Jeffrey K( schul uk by conventional survey methods on 20/MAR120OZ CD PO Box 659 7 Parker Road cu At Osterville, MA 02655 Osterville MA 02655 PO BOX 026 2.) The property Information shown hereon was �. 2� / Wianno Avenu r compiled from available record information. (508)428-3344 (508)428-3115 fax (508)420-3994 {508)420-3995 fox � Osterville, MA 02655 3.) The intent of this plan is for permitting BARNSTABLE (Osterville) MAS,�. aseptic system only. o Draft: J00 Field. WHK�DWB 20 0 10 20 4.0 80 4.) This plan is only valid with on original DATE: SCALE. „ Review. PS Comp/Draft: RRLIWHK stamp and signiture. j March 1, 2010 1 -20, Proi• # 27002 Drawing # c684 rc1 / V/ ,#259 �2 sty w/f wet►A,g ASSESSORS REF.: , Map 140, Parcel 128 0 / OVERLAY DISTRICT:13 NFence 48'28'4? o y '� N� — -'-D�-- _ AP - Aquifer Protection District 96.49' t` Richard J&Eden M Shoo /fo Ile f � �- to'Fde2ard 300- .__.__._�. w 1 / 4 tp a o ZONE: K -- -- i Fnd a FLOOD ZONE: N.. 10, i -t TH-2Y _ O 104.88' ( RC Zone C / / 8'28 4i Area (min. 87,1200 SF(RPOD) Community Panel No. = /10A CARRIAGE i ! to' / Fronts a(min.) 20' 1250001 0016 D 4• / HOUSE 27,483±SF t i _ -- ------ -- --��_.— - — — , " / width ) b Duly 2, 1ss2 , / I min 1 0' Setbac s: / i ❑ ,/(`� 1 ___ ! Front 20' 33x4 C�spad. Side 10' Location Max �j Low" ';�' / � I \ ' zr Rear 10 Scale. 1.`_- 2,000'f 33x8 SEE N07E i1 v I 34xo Lawn P 33xs SEPTIC NOTES 3ax1 I .p` ! Lawn 1 ............ 0 ' DESIGN DATA rage o�'L'own 33x9 ( .p -7 Bedroom Location of Utri, on This Plan At Mate 1 ''ties Shows An Approx. Least 72 Hours Single Family Prla to A>ri+E,cr;avation For ThLw Project the .Shall WI&NO Gubsgip Grinder to Required Notification io Dig Safe(I-MB-344-7233). Wood n CE ail Deck ,, i Lawn Ctf Daily Flow-110 x 7-770 GPD 2.The Contractor is Required to Sake Appropriate Pwmits Rom Town S �,}' •• ( .,... ' � l Septic Tanlc 770 GPD x GPD Agencies For Construction Defined by This Plan. 1 I R ADDI n 77' '`�' • ...•• �A Use 2SW Gallon 2 Compartment Septic Took 3.The Water Line Shall be Constructed in Coordiostiau Witt, Wood Dsdc U (Required For 2 Kitchens) COMM Water,and shell be in Accordance With 248 CMR 1.00-7.00 stone Wall t I ^� ' dt 310 CMR 15.00.The Water Line shall be Sleeved Wbere RequW. j '�"''• �' ( � aDD►noN i e LEACHING AREA 4.h>abit Risen to Witbin 6"of Finished tirade(4 Repined). I 1 Sty w/f PROPOSED - 0 1 S.All Swctures Buried Throe Feet or Moue or Subject 1 �^v"�,, C Carriage npE�ac #271 - / FF-37.8 Ca�c Walk b ? 770 GPD/0.74=1041 SF Rapiired to V&kular Traffic to be H-20 Lading.It is the o neWs I cta (f �*'l U\\• House y \ EXIENSfDN 2 St W f Wood ( Sidewall-2(12.87+39')2'-287 3F Raoo don that Ii 20 Always be Used. C v ! T FF 37.6' y / Bottom Ana- &T x S -757 SF �:I'` J�N' �� ReLWacA ieD \ \ j ADDtnoN Dwelling ENTRY PROPOSED Porch /ROPOSEDt I C - 1044 SF Total Provided 6.248 00 RevisiSeptic Sydezo to be lartalled in on and the Town ofBea t ble �~ PORGW Board ofHeahh Rtgnlafia,s 0 ✓i� D - \w I La W LEACHING CHAMBER DESIGN 7.All P4ft to be Sdh.40 Pvc. 2 sty*If -' .. \ „ \ s \ All Pipes to be Schedule 40 Use 8. Septic Tank Shall be a 2,500 tidlon,with 2 Compatnsenb Owelltng ,, ✓ ' Q �� _ ._ .� I fI ` ', 33x3 w . 6-500 Gal LtatlSiog Chambms iu The First Competommt Shall Have a Vol,aae of Not Las Than "-. ITI 1,540 Gallons and the Second ofNat Las tbm 770 Gadams of Lrnm i 0 O 12-10"x S9'Washed S/one Fields as Shown. The Cab Shall be Interconnected by a mimmm 410 N.0 l 1 S�CTT aTAN�� "��;��\ �PEXISTpTM W \i l ;ti i t Q`S' '� ( as-�' Ovp vented Imrated U-Shaped Pipe with a Goa Bailie oa the outlet TO BE IFli� 9.inlet Tom Shall Extend a of 10" 33x5 , ....... �� = 4 Below tin Flow Lana. ... ' I C y %* OX�`-p �-y� \ .� ! cD , 10.An Outlet Too SMI!R uead 19"Bdowv the Flow Line, ti r GOf'A RN l ` f1L PROPOSED <.`la (V j \.�` � U and Shall be Hquiped With a Gas Buflte i c 11.Existing Septic System to be Removed,or Abandoned O ! .�' S.A.S. f ' s OSED Bit Drtvewoy by Wig.Quabin&and Filling to lip, ' 164 O i MOX RESERVE Lawn Lawn c• l 33.7 5g' TH-314F 34j 2 7H-4 wNm+at pyord -'— - — — --- -- -- --d ~, h r Pns�me hd CN 10'ARM. VENOT (`i``'t s' d 1 f S50'19 24 H-zo 203.58' -- -- Cry oNW Et r O/W 5.69' -'. ` / o L e 199.36' OH MlchdeNB Reardon i W / 20323/275 � OHW � rr.,r P��NOFM, S / oNW \pN 'C CROSS SECTION OF CHAMBER � .1Q N� . s"I ' O 4W \ o NOT TO SCALE C �i Lend: F CD m GorageA Dwelling f G , ,#281 � . Avilk FAVIL tt va,-N�ad,AN.usosaeanaamieee /ST Deciduous Tree PAEL34A sTimN•n�o.eoN. a laoarpicnom�Nbn'Nb FSSIONAL Requbn 3ee110ee4ft) PERC TEST:11,691 Coniferous Tree "WolawIm-t netts, "V^PB-stAI1VAN �eiO tot1lHY:t�IiAtDDH9(ARAtB.ItS.-T'OWNOFtlAR178'1'AHr.B ® Water Gate (round) tom) H 20 TEST HOLE-1 K.34A TEST HOLE-2 TEST HOLE-3 M-30 TFST HOLE-4 M-xo ,oT sn O AYBR,°rR30 © Gas Gate (round) n (c(a��yer))ir e) 25M008on ML w RYDARxORAYMBROWN V,atYDARKORATISH ROWN VERYDARRORATIORMINN BIL31erbCaodm 2CampaNDent 1E20 1bDEL 3100 1 HWS�IOIDDU6OBNOARBA ORGAMCa OBOAN ICS 7 7 ® Catch Basin y r Se*Tank D, oNAvmr,om an w A LAYM 10YR sn O iron Plpe PIoW I VERYDARLORAYMBROWN BLOWN BLOWN DROWN. 86Bt�Tt38 Aa 14-20 de ORCIAN ICS A2 it Walk WAND W 11C WED.SAND 7 z N®D.SAND D CB/DH a La-bins B LATN IOMS6 BNATINU neSM Guy �� BN- a oo SABROWN T SA4>D sAND SABROWN 3 -Q- Utility Pole Beddiag,"1"s,d 3aifets a TRItIMan OHW--- Overhead Wires rNr aafcrTatles CBeonreaedlNammsaRcpLce r1W1•TBUDWL4EtBLOWN uMYSILLawmtDROwN IXWYDJDO BROWN rJMuY BROWN AtttNuma•bieao0rvv,oloSot UM SAND , a0) UN D , OOAMSAND OOAMBAND -- 25 Elevation Contour ld�-� (SeelJota9d<1� •tu.Ow,WN .rrAsyuw, q rW-0]1sr 29.o No ATa NooRauemwA,eatareo,mrraeo raNCrssr 29s no R 1 'B<21@t ^ ?SOALLRMCKA78<2 uUON 33x9 Spot Shot Elevation i lPUNDWA <2NCnee1 t NOG A ENCO r�MINAIN ° DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM N°O1t01�°"A'�` m..2s NOT TO SCALE T1TLE. PREPARED BY PREPARED FOR: NOTES Site Plan Proposed improvements Sullivan Engineering, Inc. CapeSury 1.) The structures shown were located on the ground b� Jeffrey KCrSChUJUJC by conventional survey methods on 20/MAR/2007. AtPO Box 659 7 Parker Road PO 2.) The property information shown hereon was �. 271 w //�� n/� Q + IQ Ostervllle, MA 02655 Osterville MA 02655 BOX 1026 compiled from available record information. ianl o Avenue (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax OStGrV1JJ@, AIJ/4 02655 3.) The intent of this plan is for permitting MA a septic system only.BARNSTABLE (osterville) s�0 Draft: JOD Field: WH K/D►4'B 20 0 10 20 4.0 gp 4.) This plan is only valid with an original � DATE: SCALE: „ , Review: PS Comp/Draft: RRL/WHKIQ stow* p and signature. March 1, 2010 1 =20 Pro 1 # 27002 Drawing # C684_1G1 I and