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0371 WIANNO AVENUE - Health
►sLVrV- l A = 1 r ' TOWN OF BARNSTABLE LOCATION 3f7 I L1fl�1p i4� SEWAGE# 2Cp'y PILLAGE a S"7Y(Uj ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. C:14144 S �' ,S 19— 9 Q 74 SEPTIC TANK CAPACITY Z C� 'I r k a`z LEACHING FACILITY:(type) j }t* zo (size) YJ-Z 5A 1 NO. OF BEDROOMS OWNER PERMIT DATE: '6 7 COMPLIANCE DATE: U (� 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 fac ity) Feet Edge of Wetland and Leaching acili (If ny wetlands exist within 300 feet of leac g i�ili Feet kILNISHED BY � � • 5. a N.,. y, t FAPf . 4 OH gq . s L�. No. ) ���� Fee Ste THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYicatiou for �Bigbgal 6V�tem Cougtructiom perrait Application for a Permit to Construct Repair( Upgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3-I( Owner's Name,Address,and Te1,No. 0s�c�v��tti eor<,y t'Di;r<<('c C-re --% i f Per'l�ng�c,.. i Assessor's Map/Parcel (gyp o.� ,' Wa?►`e�p-, ` MVP's' �- 1 Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1,0.t( Ai@C3 sq. ft. Garbage Grinder (M Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 888 gpd Design flow provided gpd Plan Date bkT 31 t Z-C?)"l Number of sheets I Revision Date Title gk l kv\ 1?rOtgd jmegr,err.e Size of Septic Tank Z= 6v1 Type of S.A.S. g-00 hk` Caw►, a ZS x3ti l=�etG� Description of Soil 0-I4` XL4je- (0`IIfC'31j SAcG6 (Xavr1 I01 (� L�A�7 5►�aNi7 23-�'2." C� 10y(Z�((� (A'e D 5 � 5Z--7V' Cz Sly M'D Sh,,� (.-IzC' Qz, Dwyer zsj Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigns ��rees-to a the construction d 'aintenance of the afore described on-site sewage disposal system in accordance with th p� revisions of T' of the vir nrfien 1 Code and not to place the system in operation until a Certificate of Compliance has bee e y this Boar of e - Date "7 Application Approved-b Date 91 4 2 Application Disapproved by: Date for the following reasons Permit No. CpDe'7 Date Issued ` ..� 1 No.•�- �'� ��/ X2146 Fee - THE COMMONW�ALTHAF MASSACHUSETTS Entered in computer: ¢ ^ �� _ I T Yes .PUBLIC HEALTH DIVisio'r1 - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for M4.5yogaY 6p�tetn Congtructtom Permit -� I Application for Permit to Construct(i)-�Repair O Upgrade O Abandon O U Complete System ❑Individual Components Location Address or Lot No, 3-17( V naNe Owner's Name,Address,and Te).pNo. Q+iC' �� (�G� r •d2�ral�C Uf°:9Y v'� �. ,.1 Assessor's Map/Parcel (Li O- p�jn._ &' Z4 Z. Installer's Name,Address,and Tel.No. �-� Designer's Name,Address and Tel.No. y a� Enc�neQt� i , p � ot,Br, �� orto. 5a��}Z3-33�t4 •° _ _Type of Building: Dwelling No.of Bedrooms Lot Size ►.oq AkQcS sq. ft. Garbage Grinder (W Other # Type of Building 1 `No'.6f'1? re sons Showers( ) Cafeteria f Other Fixtures Design Flow(min.required) ��� ( ! # 1-_, `'---j gpd Design flow provided gpd Ark:r 31 t Loa? 1 - . Plan Date r- Numberlof sheets Revision Date Title `S�1e n �rngaxd" S.�,n�cnyea,,vn Size of Septic Tank 7pc)p (�� Type of S.A.S.�-SJ0 �l C r roc ZC xz� ,eq Description of Soil Pt It.7$3 J 0-.lg- A La2ger Ib`IK 31';$ Stack- (r4r� I4-Z3 6 (0-Yv IOy{ZS1C1 L�qv,.? SWD Z3-�Z Ck loy(ZS�� ►n` 5 \ 0-7 lAc C/- Z,Sy Shy ntr� Sig, -7 ,-1z.4" C', L&:jv_r Z,�Y GIS Nature of Repairs orAlterations(Answer.when applicab e) o i Date last inspected: Agreement: The undersigned.agree Ao-ensar`e the consttruction and aintenance of the afore described on-site sewage disposal system in accordance with the p vision o!ax!i; Code and not to place the system in operation until a Certificate of Compliance has beenjssued4by I . Sig e (9 Date 16,1161D "7Application Approved 13 Date Application Disapproved by: Date for the following reasons Permit No. y'l:' / , Date Issued 2 ' 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 )e 1 ) / at ?,?I W wh✓o ,(�SLvJ19 has been constructed in accordance / with the provisions off..Title.5 and the for Disposal System Construction Permit No. \3A dated ! . Installer y I p�1 /J l���+'►i\ Designer f�Y0"rX #bedrooms c> Approved design flow \�. _/ gpd The issuance of this permitt shall not be construed as?a guarantee that the system wi"lll f nction as fdesiiggned CfS Date '�� t / �.a�• nspector I No. Fee Y/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wi!gpont *p.5tem Con5trUcti.on Permit Permission is hereby granted to Construct (_� Repair ( ) Upgrade ( ) Abandon ( ) System located at "�71 U)%Ar Ao f_ Oxkr-��� _ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special cond�ittiio-nss. Provided: Construction must be completed within three years of the datt e of f this peri it. Date 2A45 f " - ., �•� Approved`uy Town of Barnstable �! oFt►+E ra,,, Regulatory Services Thomas F.�Geiler,Director '" MA-%'� ' Public Health Division 9� s6 '�FpN,prA Thomas McKean,Director .2,00,Main Street, Hyannis,MA 02601 Office: 5ii 08-862-4644 Fax: 50$-790-6304 Date: y u L-J. 23,20 12 Sewage Permit# 2-�o`7- >1 (-Assessor's Map/Parcel i 7A. Installer&Designer Certification Form' Designer: &LL_X v Aid 6 ►. c_ Installer: > _. . Address: 17 ?s�-4:c rZ IZ6. Address.. Jd ' I On u Lam( Iz was issued a perrmt to install a (date) (installer} , septic system at an I `/J i Af-t,.:%o v 6, based on a,design drawn by ��- � (address). SU L t_w FV" dated (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as.lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 1 S ,s ��� .Y � G V--Ac C �RrSE� O�.t tivl`f1J.iS-ky}L -Ih ib I certify that the septic system.referenced above was installed with major changes (i.e. _ greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if require was-inspected.and the soils re found satisfac tia ry. S4P1#.VA Installer ignature 11 . 1sT3 a, 'sk C (Designer's Signature) (Affix Des '" tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE . OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc - a ?tR`23-2012 1;:31 From:B�P,N5T.HEO t H'r 15087906304 Ta c 35 54�1 ?3�� r F.'1'2 ' d - -Tx.• Try 4:}.` R.. b i. .+��. ¢ .� �• ,+ +"++�'" - t � -t• •-t:. r� '�� a �w- �• • .. -. .• a .3 41 -17 -m TOWN Of,DARNSTAkf; • .. M� . F rl Ai '• r .r• 611.Y W4 , �i� }' ��if � - t ' , - - •� a, ��� � �,' , ,�' �. + ,i .' � � ," �� � .` .ter. ,�1n ee, •w ,re•. . > F .s� x,j + ..' '� L,}�. a i• �ws � y e • ' - 9 x •} � a .-s�3 k±� ,xF�� 'k,ti�'- ; i °` t; ".�r��. i }1� .� .n. r_ . 1.... e�Y/ � �.Fes;:-• ......�,e..• � �� .. w � L"—:--jl r A R Kv LOCATXf5I+1 'V1 I ' T .� !f; i 'i �L'WAtiE if t L7 ASs���t�ra,�nla l PARCF['` 3 ateI�S:1�wl L(3S NA?vtE; PHt)I Nt� 1 " iW' tv 4�}•f —_ S SEPTIC SANK i::AI'ACt�°lf �'y"�' P ��`�d�-- LEA�.1N0 FA:L'IL Y:6YP01 —� • � � ,tx •.. t � t i: � . I s� t�W T „ „ x ' daFaFution LlistaneLetrse�the r ,. a , „ ,"�, , { t4 . I�aX}TT1i1,11`tld)r ate�i Gfi),uidwatel !'able.to thl F.3uUO, �7f L uwh(lS¢FuisilitS' Water Suo�ly\dell and L6-iohi6g'Facjllty{i4 day wt�lts Cx«t' �t e ' of, Oil SttG oT within DO�-,Ct t)J lCt�Cimn fs ty7 T wY i a x T FMT� edge ui etladxi�tnc� e>�Cpaing?aciiit {If- ry cvetlods"ist �~ , a ; `— 'beet within.300 f6cf of le�C g� iIx } � i , �NlSFIZ'b B ;7 rf tf` W .W n.l W L � cn �o Aoo' ®3 L4 No.-------------------- Fee--- =5 OF HEALTH TOWN OF BARNSTABLE Application-*rletr Con0ruct ion Permit Application is ereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location - Address Assessors Map and PaWeV Owner Address --------------- — - ---- ----------- —------------- -------------- ------- --------------- —--- --------------- — Installer - Driller Address Type of Building Dwelling----1E;�------------------------------------------------- Other - Type of Building ------- No. of Persons-------------______________--_________ Type of Well-� - `-' - - --------- Capacity---- - --— ---- - ---— Purpose of Well-.-- - -4- ------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in'accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed -- ` - -- -- - ---- 61 date Application Approved By _ __---_----- _ date Application Disapproved for the following reasons:-------------------------------------------------------------- ------------------------------------- ---------------------------------------------------------------------------------------------------- date o� -__ 03 � ---- --- — Permit No. --�__ --- ------------- Issued-----�� ( ---------I —----------- -- date ---- - ----------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by- -t - ------------------------------------------------------- ---------------------------------------------- 77 Installer at ------------------------ has been installed in accordance with the provisions of the Town of Barnstable �,BPard of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 2 0----�----PDated-T 1-0 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- -1� � ` -- - ---- - -- Inspector--- - - No.-- -------------- Fee-------•�-------- �' BOARD OF HEALTH TOWN OF BARNSTABLE Application ArVell Construction j3ermit Application ?,he made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: a Location — Address Assessors Map and Parcel' tee- i� __ Owner Address ------------- --------------- - - ---- - - -- - - - f / Installer — Driller Address i Type of Building Dwelling -tt' --------------------------------------------- --- i I � Other - Type of Building------------------------- No. of Persons------------------------ Type of Well _ ,f! _ r - ------------___------ --� /� -------------- -- - Capacity--- - --— - Purpose'of Well:: � 1 -- --- ----- %;: Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The r Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until i Certificate of Compliance has been issued by the Board of Health. Signed r /date s Application Approved By— -- -- -- --- -—-— ----- -------------- date — - Application Disapproved for the following reasons:------------------------------------------------_________—__—___—____—_ t/" OO� V�� �• f ' _1_�---�----- date Permit No. __ ---- ----- —-�;; '=- - Issued--- -- - - — --- date i f ------------s--------------------- -- ,---------------------------------------------------------------`ate-= A}' tf BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) li b y J ZZ, ------- -- - - - - - - - —-- Installer. / 411 . has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit NS"al-XQ:7 GKated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. I DATE -- i 1—----------------------- — - -- Inspector----------------------------------- --------- -------------------------------e -- ------ _---------— _--_-_--�� --_ BOARD OF HEALTH TOWN OF BARNSTABLE f Vell Con$tructionvermit r � Pool-- 03e �{S No. -----------______ Fee-------------- Permission is hereby granted���d�1-L- -L�r %�'�_- I to Construct �Alter ( ), or Repair ( ) an Individual Well at: iNo. --------------------- ---------------------------—---------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit No. -��.- -� - �- - --- - - Dated- ----------- --- ------------------------------------ I f - --- - - ------------ - - _-...... - 1 t4oard of Health DATE— -- ----------- ----- — -- �4 Town of Barnstable Barnstable EMRN.WASM " Board of Health 9 MA t r i6S4• �� iPrFa► � 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi August 31, 2007 Peter Sullivan, P.E. Sullivan Engineering Box 659 4 Osterville, MA RE 3,71 Wianno Avenue;Qsteru Ile A= 14Q 174 Dear Mr. Sullivan, You are granted permission, on behalf of your clients, Corey and Deidre Griffin, to upgrade an onsite sewage disposal system designed to be connected to eight bedrooms at 371 Wianno Avenue, Osterville. The septic system shall be constructed in accordance with the submitted plans dated May 31, 2007. Sinc ely yours, Wayne filler, M.D. Chai n BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\SuilivanGriffin8bedrooms2OO7.doc 0�1Kd DATE: 6—/—O 7 FEB: N/9 et�ee. t6s¢ ., ' REC. BY Town of Barnstable SCIiiED. DATE Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address:3 7/ Z4_)1?./)no /9 ve.• 0_5 Pc y),I/e Assessor's Map and Parcel Number: ! 0 / - Size of Lot: Wetlands Within 300 Ft Yes Business Name: No Subdivision Name: s APPLICANT'S NAME: UGc)ne r' Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: eO/Z y /� y eI-r�l rc Name: Address: 3 7/ Zt);0.nnQ I4 ve • Address: . 7 Pa./'Ze Po ,Bar Ldsq Phone: 0 vipl�t, n" Oo2.Lc56- Phone: 0s 1�I'✓�%fie , M R 0�l�SS --� � UARI CE OM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) } - �ATURE OF WORK: House Addition ❑LJLJUUU House Rpnovation ❑ Repair of Failed Septig System ❑ �rd ro Cy�" Chet (to be�completed by office staff-pers n receiving variance request application) ✓ Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request �I ,14 Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) (Y/� Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals [same owner/lemee only],and variances to repair failed sewage disposal systems [only if no expansion to the building prnnnaed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Catmiff,D.M.D. VC, b4) REASON FOR DISAPPROVAL le { ( 1 C:\Documents and Settin s decollik\Local Settiri s Te ''���� 9 \ g \ mporary Internet Files\OLKl\VARIREQ.DDC f June 1,'?00E.i Town of Barnstable Board of Health 200 Main Street Hyannis.MA 02601 RE: 371 Wianno,Avenue,Ostervi lc Lear Board of Health, As owner of the above referenced property, please be advised that Sullivan Engineering In.c. has my perm.is:Si.on tcl rel?rc.sCnt me before your Board in all matters pertaining to the proposed septic system at my property. Sincerely. Co.rev A. Griffin i r F7 I I 1� oho CAD Di co Cl- O Q O � 0 0 0 0 it i f �,I F - i, A_ d t 901 R t 1 _ 0 45 77 d •KY TOWN OF BARNSTABLE �`� LOCATION �f I A 1100 A�� SEWAGE# �Ct)`'3 3 (+- VILLAGE b�' � IASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. 14 c gel S i.. SEPTIC TANK CAPACITY °Z '�d LEACHING FACILITY: (type) -��I Lo (size) c� NO.OF BEDROOMS OWNER �60 1 PERMIT DATE: 1 COMPLIANCE DATE: 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 factiny ity) Feet Edge of Wetland and Leaching Facili (If wetlands exist Within 300 feet of lea c ' g ia ili Feet i 64ORNISHE ,BY p/7 TOWN OF nBARNSTABLE LOCATION J J ZL"14A1P'0 /' SEWAGE# VILLAGE 15 ASSESSOR'S MAP&LOT 7 Sl /IV 5,0 Z CAR f ti� p P6T, bFR'S NAME&PHONE NO. C' SEPTIC TANK CAPACITY C— 1A"5/01r C 71-0 LEACHING FACILITY.(type) (size) NO.OF BEDROOMS BUII LDER OR OWNER. RBA'DATE: 9 �'�� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ®G , r 0 Ca M � Til c IT, 0 p. p �O jvk z No. rQ0p,50 ' Fee A/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplication for Mitpool 6potem Construction PermitApplication for a Permit to Construct( . )Repair(dI ,pgrade( )Abandon( ) ElComplete System 5,7 dividual Components Location Address or Lot No. A10 Iq L`1 E Owner's Name,Address and Tel.No.s.0 e`- Assessor's Map/Parcel O S T- Installer's Name,Address,and Tel.No.Se Y-7'7,S-A -6® Designer's Name,Address and Tel.No. 350 07,41A., 5 7— Type of Building: /V 03 F- Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 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 Certifi- cate of Compliance has been is d by this Board of Health. Sig - Date Application Approved b Date Application Disapproved for the following reasons Permit No. S1 I 19 Date Issued No. Fee�+' 1 Fee A Q . — -• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpoml *pztem Con.4truction Permit Application for a Permit to Construct( . )Repair(kUpgrade( )Abandon( ) ❑Complete System IA'Tndividual Components F Location Address or Lot No. / W l A NAl® A LI f Owner's Name,Address and L o..ad g Assessor's Map/Parcel d S' 's '' 8 v £ '7n M 6 Ins aller's Name,Address,and Tel.No. SO?-775-- a rd 0 Designer's Name,Address and Tel.No. Q eDArvco 33,0 1q,4lx.-, S 7-- w-r-,4,R Type of Building: t) Dwelling No.of Bedrooms S Lot Size -- sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) - Other Fixtures ' D sgn Flow 1000 gallons per day. Calculated daily flow gallons. Plan-4)ate_ Number of sheets „ ` Revision Date ,Title Size of Septic Tank Type of S.A.S. k� Desciipti f Soil l n -Nature_of-Repairs or Alterations(Answer when applicable) �- P�/�C �-�.�/ (� /D U o L �'a O L/ IA /=Lau. ,oao Date last inspected: r Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate.of Compliance has been is d by this Board of Health. Sign d Date Application Approved b Date 1� e= > "Application Disapproved for the following reasons t Permit No. 9 1 51 Date Issued IDI THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed( ) RepJired ( Upgraded( ) Abandoned( )by ZT i (?A ti C O 3 S�U "Ow/A- Sr at 3 Gy/A A/N a /4 V£ 0 5-7- has been constructed.fin accordance with the pr '•sions of Title 5 and the for posal System Construction Permit No. 5 �/lp dated ! l 5 'Installer Q-+ -- Designer,•--~- -- The issuance of this permit shall not be construed as a guarantee that&sysste w ll f,_' ction as de�d. Date Inspector No. cG� `` ' Fee v 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Xi!6po!6a1 *pgtem Construction Permit Permission is hereby ranted to Construct( )Repair(4-TUpgrade( )Abandon( ) System located at 5121 l ti 14 NA',9 4 L-1 r- a 5 T and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date o� �,f this i,. Date:_._ 1R Approvecrby f COMMONWEALTH OF MASSAC r USETTS i J � EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r a DEPARTMENT OF ENVIRONMENTAL PROTECTION I �qM ale 350 MAIN STREET WEST YARMOUTH,MA 508-775-2800 1 TITLE 5 OFFICIAL INSPECTION FORM—NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A , cc MAP 140—PARC 174 CERTIFICATION\ Property Address: 371 WTANNO AVENUE OSTERVILLE.MA 02655 Owner's Name: CAPBONELL,ARMANDO Owner's Address: PO I`,OX 302 OSTI;RVILLE,P✓IA 02655 - f. e.'[ ' 4 Date of Inspection SEFTEMBER 19,2005LD �> Name of Inspector:(please print) .JAMES,D:SEARS - Company Name: A&B Canco Mailing Address: 3501l.4ain Street, +` Wei-.,'.Yarmouth,MA 02673 Telephone Number: 508-775-2800 CERTIFICATION STA 'EMENT I certify that I have personally inspected the sewage disposal systern at this address;and that the inforntation reported below is true,accurate and comrlete as of the time of the inspection. The inspectio a was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓_ Passes Conditionally Passes t Needs Farther Evaluation by the Local'kppr`oving Authority Fails Inspector's Signature: `Date. f �'G'-� cS : CD The system inspector shall subir it a copy of this inspection report to the Approv t:g Authority(Board of.Health or DEP)within 30 days of complei.iitg this inspection. If the system is a shared syst,:a..or has a design flowof 10,000 gpd � or greater,the inspector and the system owner shall submit the report to the approii:-ate regional ofI-tceri6 the DEP- The original should be sent to tl e system owner and copies sent tot he buyer,if a Iicable,and the approving` t ? p Y P1% izz authority. aY Notes and Comments �# i "* This report only describe!�conditions at the time of inspection and under the conditions of use at that time. This inspection does not addre;show the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/20:; 1 3 5 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 371 XVIANNO AVENUE OSTFRVILLE.MA 02655 Owner: CARBONELL,ARMANDO Date of Inspection: SEPTEMBER 19,2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ./ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: N/A _ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determned(Y,N,ND)in the for the following statements. If"not determined" please explain.. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with complying:septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval'of the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 371 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: CARBONELL,ARMANDO Date of Inspection: SEPTEMBER 19,2005 C. Further Evaluation is Required by the Board of Health:N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(t)(b)that the system is not functioning in a manner which will protect public health safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 2. Svstem will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet buf 50 feet or more from a private water supply well"..Method used to determine distance ** This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Tide 5 Inspection Form 6/15/2000 3 Page 4 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) l Property Address: 371 WIANNO'AVENUE _ OSTERVILLE,MA 02655 _ Owner: CARBONELL,ARMANDO Date of Inspection: SEPTEMBER 19,2005 D. System Failure Criteria applicable to all systems: N/A You must indicate"yes" or"no"to each of the following for all inspections: Yes No ✓ Backup of selvage into facility or system component due to overloaded or clogged SAS or cesspool �— Discharge or'ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than''/z day flow �— Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation �— Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well —� Any portion of a cesspool or privy is within 50 feet of a private water supply well .7— Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds:indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) NO (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CUR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"Yes"'or"no to each of the following: (The following criteria apply to large systems in addition to the criteria abeve) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking grater supply the system is located in a nutrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well. _ If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 371 WIANNO AVENUE OSTERVILLE. MA 02655 Owner: CARBONELL, ARMANDO Date of Inspection: SEPTEMBER 19,2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following Yes No ° ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,including the SAS,located on site? ✓ Were the manholes uncovered,opened,and the interior inspected for the condition of the tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3Xb)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 371 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: CARBONELL, ARMANDO Date of Inspection: SEPTEMBER 19,2005 FLOW CONDITIONS RESIDENTIAL✓ Number of Bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 550 Number of current residents: 2 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separateinspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): NO Water meter readings,if available(last 2 years usage(gpd)): N/A Sump pump(yes or no) NO Last date of occupancy: PRESENT COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Basis of design flow(seats/persons/sgft,etc.i: Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A -NOTE:MAINTENANCE PUMP AFTER INSPECTION. Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system T cesspool T Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval _T Other(describe): SEE ASBUILT Approximate age of all components,.date installed(if known)and source of information: N/A Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 371 WIANNO AVENUE OSTERVIL,LE,MA 02655 Owner: CARBONELL, ARMANDO Date of Inspection: SEPTEMBER 19,2005 BUILDING SEWER(locate on site Plan): ✓ Depth below grade: 101, Materials of construction: ✓ Cast iron ✓ 40 PVC other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): N/A Depth below grade: Material of construction: concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to the bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations,inilet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): . GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: ` concrete metal fiberglass _ polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Continents(on pumping reconunendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION.FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued), Property Address: 371 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: CARBONELL, ARMANDO Date of Inspection: SEPTEMBER 19,2005 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) _ Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet:invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.,): NOTE:TWO PRE CAST BOX'S IN LINE,ONEL LINE IN—ONE LINE OUT,BOXES ARE SOLID. 2'X 4'X 3' SEE ASBUILT. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 r Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C' SYSTEM INFORMATION(continued) Property Address: 371 WIANNO AVENUE OSTE_RVILLE,MA 02655 Owner: CARBONELL. ARMANDO Date of Inspection: SEPTEMBER 19,2005 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number,.dimensions: overflow cesspool,number: 2 innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS TWO 8'—6"D.EEP X 8'WIDE CESSPOOLS,POOLS ARE MADE OF ROCK WITH BRICK TOP OVERFLOW 1,INLET TEE—OUTLET TEE.WATER AT F BELOW OUTLET'OVER FLOW 2 DRY. NOTE:NEW LINE FROM 1 TO 2 BOTH HAVE STEEL COVERS AT GRADE. MAIN CESSPOOLS: ✓' (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: 4"BELOW LINE Depth of solids layer: 4" Depth of scum layer: 4" Dimensions of cesspool: 6'DEEP Materials of construction: BLOCK Indication of groundwater inflow,(yes or no): NO Comments(note condition of soil;sighs of.^a,draulic failure,level of ponding,condition of vegetation etc.): MAIN POOL AT WORKING LEVEL,STEEL COVER AT 12",TWO LINES IN FROM HOUSE. LINE IN FROM GARAGE CAPPED OFF IN REAR GARAGE,ONE OUTLET TEE. PRIVY: N/A (locate on site plan) Materials of Construction: _ Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) 1 , Page 10 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 371 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: CARBONELL,ARMANDO Date of Inspection: SEPTEMBER 19,2005 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 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Page I 1 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART:C SYSTEM INFORMATION(continued) Property Address: 371 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: CARBONELL,ARMANDO Date of Inspection: SEPTEMBER 19,2005 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater 30+ feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: �— Observation site(abutting property/observation hole.within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers4 attach documentation Accessed USGS database-explain: You must describe how you established the high ground water elevation: AREA HIGH. Title 5 Inspection Form 6/15i2000 11 ZONE: r SURVEY NOTES: � ? Area (min.) 87,120 SF (RPOD) 1:) The property line information shown was ( R compiled from available record information. Frontage (min) 20' t 9, Width (min) 125' 2.) The topographic information was obtained Setbacks: from an on the ground survey performed on Front >� or between 091NOV106 and 10/NOV/06. Side 155'' Rear 15' t• ; r. '^� 3.) The datum used is NGVD '29, a fixed mean 1• a° � sea level datum. OVERLAY DISTRICT: �.., 4.) * The Pool and Pool House as shown are per AP — Aquifer Protection District y Proposed Site Plan dated 31/MAY/07. FLOOD ZONE: a, i Zone X Community Panel Nos. w Y a #25001 C 0757 J ,f25001 C 0776 J Locus Map July 16, 2014 1"=2,000±' .h vowd an� on on^ em. ASSESSORS REF.: \ Map 140, Parcel 174 Manno (60' Wide Public Way) — ` Vun1 rQ l -Y E / 1BN El..Mo'NGW Top oI Q3/di COA Peat Roe Fenes s553035'E § Fhd Pe 1` 189.99' Parcel 174 ®iD1 47,330±SF Fnd 1.__.__._—.--.—uX4_Front Yard afL�i.__.--.7t I I 7 / I j 5 I LOW y I / ?: 96.76' F I •9 Pote I I O I I I I # I � I 4 j 2o,ryd i o I ti � tte9s. • x r fi- G 2 1/212 sty � `� N j tarn 1 w/f Dwelling I REPLAN i 3 FOUNDA77ON61 $ — A.aw 1 I go W 7n j Pod• ftmd 16 I `� 1"JT, Laen DOW I rc ...................... S� jSeptk sptem Aptno. ...................... (•y j 17' I I ....................................... ...... S cep+ I 1 :+ .................. aARa"E01R s Legend: 1 �/ I ........: :........ R-u I t sty e// \ ��?�,, I House• I f{� Deciduous Tree Ij eI ........................... Coniferous Tree j .""'. "'.. ' cane ck C . abo Holly Tree a t._ — — — — --'—t Sty r// 5 s 8� # Light Post ® Water Gate (round) I I " OF MA © Gas Gate round Poet R Fsnee G ® Catch Basin Round `nd N557s o'w JOH C. O CB/DH O' EA aV',NA -0 Guy stetson R oe 4-> IVIL Cf) t �+ 4 Utility Pole 47WIJIZ V --ai— Elevation Contour —oh— Overhead Wires �'p GISTEp�� .3M Existing Spopt Elevation "S G\� O Iron Pipe SiONAL EN O Cesspool Cover TITLE Site Plan PREPARED FOR: PREPARED BY.• Proposed Improvements CapeSury 1 Corey A & Deirdre L Griffin • �gluCel�ng� 7 Porker Rood At Sullivan g` O994(5lle MA 02655 371 �onno Avenue � -� 371 Manno Avenue 0sterville MA 02655 t508)420-3994(Stu) capeco95 rax ��•� ecpewr�4tapecodnet Barnstable (osterviile) Mass. 0 0 15 30 6 Draft: JOD Field: WHK /DSS rDATEJanuary 23,2�15 SCALE: '„-3D, Review: Review: RRL Project: 27005 Project: C495 51-011 �E w C ly - �aox I A2 ' CAM 2824 iv r 2-5 X 1-11 q/I6 ME,GH./POOL EGtUIP. PROVIDE MEGHANIGAL� `r VENTILATION AS REQUIRED TOWELS —OX3—O - - A2 ry GUDH 16I6 - a- �0 3/8UVH 1X 3-4 1/8 r -------- I-10 3/8 X 3-4 1/8 Q LNDRY. . ,� BA TN. I - fY N I ' I • I BENCH/ HOOKS .2-6Xb-8 ** I II r i i i WET BAR 1 tSICN r I i .. 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P - 'r^- r ' d U` 1 Roy PER AG 611.R� D,TO EE/6 EDI FIELD s L- 1V' �' I_ er MAWFAO 9 Q OPBn ➢ `--�A 07 S d' I I i v o Qo N s coMMoIV 9 �e �e Ste > 0 0 Fy e �e KT iCs �s O C p M O a _ �T _ N PTP PTP V',10 ��o�P 'tl 'tl � Wo 0) 7J q 8C T4' S'-0' 4'-ID' a � m rra fro• 3 R Silas° Z �'a E%ISTINS T Q 'Additions&Alterations to the upT1yakAmdptn Yr tw•by D 5 tgn»"°olvr�'n"g"�':c wy{o'tNon1 Griffin Residence WM�wt.�uuat Wark.Copy lght t-I 0 Prot.U.n Mt of 199a M b 371 W i a n n o Avenue iwlo nproduoUon o�Ip� A IR C � R o I H C IE n•I t°�.»PV»r tk•.t L 6 schoo l street 2 508.420.5335 9 508.420.5304 na rnitbn cam•nl of Mdd A S S ® C I ATE S o � � � Osterville, Massachusetts 4TalAo•pt.t kr.b.ntn p,� f1 -" •t tZadWnMy males cotu i t, ma o2ras 0 info@architechassoaates.com W �J an�rAl�duC L•ern on,l0 1»Ir O In�v pn oI M�C^w TK d pI r A Second Floor Plan kc o.r:{O tN YpQ dp 0 a r c h i t e c t u r a l d e s i g n architech associates.com :gip o-•.A a, i I } M20M 9,BbAM - w, Y* m y z . o rn D k - m N — 3 ^Z. - - 3 _ N ------------------- 71 0 A �o IO -- --- ---- D z ------------------ Z. 3 _ o � T m >r o z • Z a � " o z r-- L 1. (A I� 7C 00 = DO h Z Z . � g U < a O . 3 00 O 9 ,I' . . Ar hi-T ch A pl .4¢,hrteh m r s ,. rewrva IN co I hl yl T Griffin Residence bhp.z n .erd Ih. ti. • • .. .. A chit 1 Works C pyrlghy (�IM . A.x.C H.I --T E C H. - - - ` Pr lest Acl of 1890.An c . o 371 Wianno Avenue . .�Irelmnwpr°e�euon r�,l°bu- 65lflppiStrCEt ' t508•I20,5335 t508.420.5304 y lion el 16e.s pl.ru without the o ; Osterville, Massachusetts W.wwltt.n.anwnl 1A Tech A..oci.le.,b.,1..n In1,In e- pp �+ T A T o ro ant el Ihal ul My e^o aa�- 1"1.S S Q C I A 1 E-S A I COW,ma mess info@archftedas,wciates.com on." dwr n we on - u drawing..h.tl�e 6rou hl 1 IM A $ First Floor Plan �I�.np11 n,1 Akhi-e.�k K;u°4e ,°�• d°^ arch i#e c t u r a I design arditechassociates.wm a� rn� 0m M N 3 rn N 0 3 rn n O z Cl ; ------ ------ - ------ Do > B m r D O z a U3 o 3 g a iy ---- -- t G• P b (m , x - A 0 O O I� o IL m O 3 N c v AlI'VII h m.,the. p hereby m preeel Bee ea the copyright e — �, P. Griffin Residence these x. npB,according to theUQ C H I _T E C H Architaclural W rke Capyrlghl 371 Wianno Avenue Polecllon Acl"o119g0 An g Z g anerauon reproducron eretri1°- 8 non of t6.ee lam vnlheut the 6 school street t 508.420.5335 t 508.420.5304 Osterville, Massachusetts eee�itte�consent el Arok S S 0 C I A T E S.� p - T h Aewdale Inc..ie an inhin e— •' m menl al that act M Barron onw— COt0d,ma o2635 info@architechassociateS.com eigne mr dwre anti e o th w IL�JI ? - p I NMIga shall�e brou hl to the [NJ g -Second Floor Plan '°'°°°"°'A"b`-T'c'A'°`' In`uo�.'a,e 40�:�9e*do°et architectural design s i n ¢ale mewing, _ g architec6 associates.com 12--0" J N LU — z—. 0 2 Z(V jim LU %rl 3 A2 - 2 5 X 211 g1lb MEGHYPOOL. EQUIF. PROVIDE MECHANICAL 1 VENTILATION A5 REQUIRED r--- TOWELS 5-OX3-RO I B v- GUDH I bl b A2 - - - �+ a I-10 3/8 X 3-4 7/8 GUDH 1616 r, LNDRY. BATH. I-10 3/8 X 3-4 l/8 , A - =_-- m m /1 I HOOKS — - . ------- 2.6X6 NET BAR) te,GN r- I. BY OTHERS - --—-——-——— -——— ————— — GUDH 2424 Ff � IiI m GUDH 2424 2-6 3/5 X 4-8 -775 2X4 FIR 2-b 3/5 X 4-8 1/6- ABOVE m SITTING GUDH2424 GUDH 2424 2-6 5/5 X 4 5.41/8 I 2-6 3/8 X 4=b 1/5 ---------- ' O •<•. - �, ". __. � �: _ - - - - 3-10_=I/-4� -"=�UIIIIIIII IL�IIII :III Er-Q=U�AiII;II=L .=IN Nu 1iIt�tei!.1i1Ir 'IIII—=—=_=!III•ILI�-r-.====I1�IhII IIIIIlI1IlI11 =—==— =3�'-01 1/4" IX4 IPE DEC KIN ON P.T. FRAME (14" TREAD)u ti i � a u_ NPEL RA CKETD AD RGOA ►u X1xI lot-O 10-0 11 201-011 z FLOOR PLAN V e �NF y. /9/ 9.38 AM _ a� =rn N m z - rn D X N D y L r 13 �t ----------------------- N r O O O. rA IA r z ------------------- pz O O 3 p rn � /N/ D r a i ('Jn A . ' IA li --- ----------------------------- 7C 0O Irn < p - zpp j O O 3 5 (m 0� � j r c o ' T - O r�D , 2 . '� n' Arc%-T.ch A.w Utm Inc he»Ly rn Q Griffin Residence IJ ArcNleelw. Warke CAn ■V'opyrlghy A A _ ` ' ProtecLon Acl'of IBBQ - 'Y` 371 Wianno Avenue l .e. one w lhoul the S S 0 C I A T E S 6 sOW street t 508.420.5335 f 5W.420.53U € j Osterville, Massachusetts V.»wlll.n cene.nl A,c% ' - Tech A,wti+lee,Inc.,A an otlrN e- o m wl el I H eeL My. e�- COW,ma 02615 !Info@architechassociates com �e»er dwr. .».o�1h.e. 4, -` duWing.e1,e0�brow h410 Ih. First Floor Plan ell.nllon.lA"hl-T.� .D. w %rwprlmlea",�.,.ft.1 arch itecturaI desi n I.de ne.�•"'•"''"°' g arc�itec�associates.com 5/9/ -1:5b AM - ra M �rn A a M 0 y x N A 3 m " z o A o - o a rn n 0 z Do 3 q : Zt y ® 0 rrn rA r al D ------------------ � a z : : r rn 4 m 0 3 � _______-_ z Y z A rn a rn m O C _ C2 S $ Archi-Tech Aawch,er,Inc hereby - Griffin Residence °Wr°wY ewr°e,,he°epylgh,°, �' T Iheae Orar'n,according to the W •- • ■ n ., Archltecl ra,Works Capyrighl VARCH I -T B C H P taegon Acl"of 191 Any,Iop 371 Wianno Avenue hara,len,rapreduefen er Cehlb�- Osterville Massachusetts Lion of Ih°ee plain vn,hcul the A 5 S 0 C I A T E S I 6 school street t 508.420.5335 t 508.420.5304 O ' K V. a � ap sae vn{tlen eoneenl of Ardu Tech Mwcialee Inc,.an inlnnge m moot of Ihal act Any snore,ewe-w I cotUlt,ma 02635 Info@afchlleChasSOClateS.COm on or deers an<iae on Ihe ImIl dr,winga shall�aArch{-Tech brouphl to the A ' v p dten on Asw m c., Second Floor Plan "°.;orbr„a;ova�9ea arch c h i t e c t u ra I design rcale�axingaarchitech associates.com - F _ : • 5'-0 I 3'-O" 12'-011 t } W Q _ - t— z G CAWN 2824 A2 ry 2-5 X I-1( a/I6' MECH./FOOL EaUIP: y '. ° PROVIDE MECHANICAL VENTILATION A5 REQUIRED r--- TOWELS 5-OX3-RO _ I � 2'-Of' r Q GUDH 1616 A2 ----- GUDH I616 1-10 3/6 X 3-4 7/8 I-10 3/8 X 3=4 1/8 LNDRY. BATH. ' I Q _ — I I m m 1 i BENCH/ d m. HOOKS o 2=6X6.-8 PO I��T - - I' NET BAR 1 t51GN 1 BY OTHERS: --——'— -———:J 4-- —- - - — --` ----1I �I--------- . GUDH 2424 I I 'EDGE O LAT GLG.-- --_---I I - GUDH 2424 2-6 3/5 X 4-8 7/8 i I I 2X4 FIR B M5 ABOVE �� 2-6 3/8 X.4-8 1/8 517TING II - !I GUDH 2424 iii il� UDH 2424 = 2-6 3/8 X 4 8 alb _ II - 11 I 2-6 3/8 X 4-8 1/8 Yt. I I I I rr —————I'i———————.--- _ — _1IL 1I _ It . 3'-10 1/4" i FxQUAL i ' E04L i 1 3'-10 I/4' a - I I.I i - - IIII. 11 I ' I I i II I II IIII ` - - ;IIII II 'll H 11 -II - 1 II IIII - ,Y - IX4 IPE DECKING �i it it. i i1 it a I II j'4 ON P.T. FRAME 14 (I4" TREAD) on [a 0 rylryK LL x"# l `fl pl DECORATIVE BRACKET AND PERGOLA Dxjm- U-Ivty 1'r o xIrf C I01-0" Lj201-0'1 F L O OR F L A N 50 AL E 1 / 4 .11 _ ..1 a , may- ,. •,... • O; 1 D - ASSESSORS REF.. DESIGN DATA Map 140, Parcel 174 ! M Single Family-8 Bedrooms oA. a1 s • P,,,, With NO Garbage Grinder • it •{ 4 � 7i Oh Daily Flow=110 x 8=880 GPD r,� 1• �:; °` �- Septic Tank:880 GPD x 2000/D=1760 GPD c• ' FLOOD ZONE. Use 2000 Callon Septic Tank t �"A-"`� "`� •. . - � Wianno (so' wide PublJc y) , � ^~ r "• Zone C �,� wo _ V�ntl�'f LEACHING AREA �, Community Panel No. ' ; 880 GPD i 0.74=1189 SF Required r- Sidewall==2(25'+39)2'=256 SF #250001 0016 D July 2 1992 Tau a 3HGo O/Wr Bottom Area=(25'x 39')=975 SF 1231 SF Total Provided LEACHING CHAMBER DESIGN � PoRt RW Fw1aR S55�OJ5'7; 'Qp y' n o 0 ;�- ,� i e n 1� Parcel 174 / 169.99, All Pipes to be Schedule 40. Use OVERLAY DI STR1 CT.• I 47,330.+Sr n1d 8-500 Gil.Leaching Chambers in AP - Aquifer Protection District I 25'x 39'Washed Stone Fields as Shown. Locus Map 1"=2,000±' -• ---------------------------------------- l ZONE: RF-1 o. Area (min.) 87,120 SF (RPOD) j SEPTIC NOTES Fronta e (min) 20' {} I 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Setbacks th In) 125' Prior to Any Excavation For This Project the Contractor Shall Make : f the Required Notification to Dig Safe(1-888-344-7233). Front ' Permits From Town ! ................. .. Rear 1 � 2 The Contractor is Required to Secure Appropriate P Side 1 """'• � i 4� Agencies For Construction Defined by This Plan. 5' /1i 3.The Water Line Shall be Constructed in Coordination With , Did =Y COMM!Water,and Shall be in Accordance With 2�48 CMR 1.00-7.00 ! &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. ! 3Q1 1 ( ....................... ................ i 4.Install Misers to Within b"of Finished Grade(7 Required). PERC TEST:11,783 ! 5.All Structures Buried Three Feet or More or Subject !MMftQD5Y:JOW0DEA_$°UlYANDIMNEIMENG 71 fi�"� 1°� to Vehicular Traffic to be H-20 Loading.It is the Engineer's °°"'�`�eY_°or�"' 'MAY;�,WN''°W"°`a" `"a`E 1 2 112 Sty I ` Recommendation that H-20 Always be Used. T&ST soLB-1 TEST BOLE-2 TM HOLE-3 TM BOLE-4 1 WIf Dwelling ! r~ El na BL)24 rLnD one o i 1 1 6.Septic System to be Installed in Accordance With 310 CMR 15.00& " ROWN DARRBROWN "DARK BROWN DARxBROWN LAYER Wn 30 DAR-B N 1 1 g 248 CMR LN-7.00 Latest Revision and the Town of Barnstable swDrwN, aA/�ww , sA�YwN. SANDY LOAM 1 Board of Health Regulations. YB220W®IBRORTIAR YELOWISN BROWN Y611oWRBIBROWN YELLOWISH BROWN ! •- •`--- ! D�'j �' [nAl1YED LOAMYsnm 6 LOAM SAND &0 20ANY SAtro 1 j ' 7.All Piping to be Sch.40 PVC. por4h , 8.Inlet Tees Shall Extend a Minimum of 10" ,�sA, �SAND YELLOWISH BROWN N 21 O.Ck (2IAYWl2.3YS% 2t`y31�-'- QuYER23YSM 1 t� Below the Flow Line. uanrocrvBBROWN 25 OAILOM IN 14 UM LXWO IYBBROWN 25GALL,"BI R MDL IMI " I�D.iATa) <2bmlm 1DD.SAIID l i1 e21@UD+ a k naa, 9.An Outlet Tee Shall Extend 14 Below the Flow Line and be a YWRM GI LAYBR23Y 64 ' MW YEI7AWtlABRowN UOIROUVEBROW'N ,UOR[YEIlDW19l BROWN UONTOUVEBPA" MM.W.V .1 1 Equipe<1 with a Gas Baffle. I�.RArID LAYER 2ID ,�sAND `' ' NOD110111."DWwiFle OlODIMfNtID u NODRDU.VWAIERENCOlA11DeBD U Y 1]oDl'YBILOWISH BROWN LIOHrY010W'LSM BROW V 7. ATER OR01. 'wTE¢Fh'CVIp I CPM1 ►DID.4AtID 1 1®.lAt.•D 5 Le end: L S t Deciduous Tree PRWo-�O5ExD ``` ; 1 i ° 1 - -----r Coniferous Tree ° R'3:r e co ! ° ° ° ° ® F.F.EL 36.10 FYId 1! nl = Lem F.G.EL 34.00 1 Note 4 t1YD.)i &e F.O.EL 32.50 Holly Tree FRWOS" SAS ! " y ! House TM-1 '`^3D I14-3„1# 1 /Light Post / �' 72' Dena 4, EL 0 ® Water Gate (round) ! " WX I - ,•« © Gas Gate (round) _ _ - I _ Ise,••p $ 2000Gallon Top EL 2930 calei+p Bo p _ ------- °?! '` Septic Tank D HOx Catch Basin Round '_� = ; - ------ _sjj� F'°°" l As R EL 2M Ting I] C B/D H ca eN ""t` FN" 189 87' _ yi Chamber -� Guy FkM N5579'D'w Bot EL 2630 Fhd Bedding"T"s,&Baffles -O- Utility Pole as Per Title 5 vEacemVaod R®Dva dt)Tep''°° / , / ti •woFn.o HaB a0 M6,•Si.b (SEC Notes 8&9) 7Aue owaFenmotat o Theme sraoteno ---33-- Elevation Contour � o -chw- Overhead Wires V 3ox3 Existing SPoPt Elevations�� � .' DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL 2s v r `°° ,,s A°° O Iron Pipe NOT TOsc,+a,E Per TOM.crol,�RraMap p Cesspool Cover TITLE. Site Plan PREPARED BY.' PREPARED FOR: NOTES. Proposed Im rovements Sullivan Engineering, Inc. CapeSury 1.) The property line information shown •was p p Corey' A & Deirdre L Griffin PO Box 659 7 Parker Road compiled from available record information. At Osterville, MA 02655 Osterviile MA 02655 371 Wi®nno Avenue 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax OStervill e MA 02655 from an on the ground survey performed on 371 Wianno Avenue or between 09/NOV/06 and 10/NOV/06. Barnstable, (0sterville) MOSS, Draft: JOD Field: WHK/DSS 30 0 15 30 60 120 3.) The datum used is NGVD '29, a fixed mean DATE., SCALE. Review: PS Comp/Draft: RRL/WHK sea level datum. May 31, 2007 if=30 Proj. # 27005 Drawing # C495_2G1 ASSESSORS REF.: - DESIGN'DATA Map 140, Parcel 174 0 ; • t `• ` Single Family-8 Bedrooms ' H„•„ With NO Garbage Grinder �•----_�o___-`_°' ,n d1h. Daily Flow=110 x 8=880 GPD Septic Tank:880 GPD x 200%=1760 GPD \ ` Use 2000 Gallon Septic Tank FLOOD ZONE. Wianno (so' wlae Pi,bnc way) taTe _ ___ LEACHIfNG AREA Zone C Panel No.— -sue- Community & 880 GPD/0.74=1189 SF Required #250001 0016 D Sidewall=2425'+39')2•=256 SF 18M o-st.o•e+eo° i•� Bottom Area=(25'x 39)=975 SF July 2, 1992 cei _ `:..= �' ~• :r �a r Lem 1231 SF Total Provided 1 Po•t /+W Fino• S55*30'352r ' e • 1>� / LEACHING CHAMBER DESIGNMd � CB / 189.99' All Pipes to be Schedule40. Use OVERLAY DISTRICT. �' b -•,; n � Parcel 174 - cep+ � 8-500 Gal.Leaching Chambers in 47 330fSF FM AP — Aquifer Protection District 1 25'x 39'Washed Stone Fields as Shown. Locus Map 1»=2,000f' ----- ---------- -•---- -- / i ---------------------- ZONE: RF-1 i Area (min.) 87,120 SF (RPOD n" { i ®pole SEPTIC NOTES Fronta e (min) 20' Width (min) 125' i 1 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours / Setbacks: ~\ ; Prior to Any Excavation For This Project the Contractor Shall Make , ' the Required Notification to Dig Safe(1-888-344-7233). Fron t 30 \ g1! � \ •,.•••••••••••••• •• Side 15P 2.The Contractor is Required to Secure Appropriate Permits From Town I,►/ Agencies For Construction Defined by This Plan. Rear 15' 3.The Water Line Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 i = &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. , 4.install Risers to Within 6"of Finished Grade 7 Required). �.................... ! � ( PERCTEST:11,783 ! 0 5.All Structures Buried Three Feet or More or Subject t ttr:2otaron A-stairvna ma ' 1 x �/ gal aatnesa�nrr_ootm�uootu2m[&•7t7wttCWDAtwsnttnx #371 to Vehicular Traffic to be H-20 Loading.It is the Engineer'sMAY 16. t 2 1/2 Sty Recommendation that H-20 Always be Used. TEST ROLE-1 ri eta TEST HOLE-2 SL 32A TM ROLE-3 Fy 32e TEST HOLE-4 / ! o ' w f Dwelling +, DARKBROWN a R 1` i / 9 6.Septic System to be Installed in Accordance With 310 CMR 15.00& A2w t t a �' Y $ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ro, ,BWWN s ° 7 `BROWN 2 3""°Y'°"" gp BOardofHealthR Regulations. v®zow7aneaaax veuowtme�eam+ TRIZOWwtBROW' '`"°"'s"a°~" tn wAWWI m LOAWSArm 6 saNrvs� wv�rsn� t t v«re t N 7.All Piping to be Sch.40 PVC. C1 LAYER IM 96 C1 LAVER' \ s Wood8.Inlet Tees Shall Extend a Minimum of 10" ,�s+, r UM� gr � 7 Y tom, ' t�rwveRM 1% —2t3zfasr cz urmt 25r v4 *S g ` • 5 °id t Below the Flow Line. uarratvamtown 2sonuat+sa+t4,mt. t.tarrot.tvettroowN 250ALL«xtttt,ml. ! •M1AND us <2bmmt WMSK?W 267 <2tm"I"514 S~" e►7tt veN, 9.An Outlet Tee Shall Extend 14"Below the Flow Line,and be ouv®t2srw ctLAVER2M" �- L'MT attawnaexowrr "MouvrettoaN txmt•YMOWtsasxoWN LUHT OUVE BROWN \ , 1 ff " i ! Equiped with a Gas Baffle. , rt®.strto , rbt.a "'® zr .s"'� t �! PROP(15<•D A O �y��r„ , t LRBfY®I.OMLDBROWN LeAANDPDX Lem w7rxaLwe,av s Deciduous Tree x O Coniferous Tree e ° 4 ! O O O a ® ! F.F.M-36.10 6»d I t n4 i F.Q.EL 34.00 7k 2 Lewt j F.G.E4 32.50 f _ See Note 4(typ•) pom Holly Tree 11 P,t.POW SAS iE N \ TM_7 J9 W-3I Light Post rr , C'me, 3.r EL.3050 ® Water Gate (round) ! - a j "" a 2000Gtalon �E"29'M ® Gas Gate (round) --' -"- = - - __ __ _ _ 7 sty r/r dw,a Bo __.__._o°'Op'_ r & Septic Tank DBox ® Catch Basin Round - 1 ---- _ HOW�i� — ro sE ord) 1 - " As R l EL 2830 L�cB El C B/D H ca�tt • °i°• 189.87' \ y6 chamber j AdHoc EL.26M t Guy N5579' 0'W , -U Y �---_ _ n,a Beaaing,"'r"s,&Baffles - -O Utility Pole �°" tr ����,"�� N 10' as Per Title S ;� b°s"e, w�a�s f°` z e 3r !E, st tee 4 �,,.o r ba (See Notes 8&9) The outer Perimeter orThe System a ---33-- Elevation Contour 10'Min.-SLb \ —ohw— Overhead Wires 1 • �' y DEVELOPED PROFII.E OF PROPOSED SEPTIC SYSTEM EL 23 300 Existing Spopt Elevation k, Appm� 'Water c -.". e N Gomm ® Iron Pipe C V L 9 NOT TO SCALE •� Per T.O.D.Gtrnmdwata Map O Cesspool Cover O TITLE. Site Plan PREPARED BY.- PREPARED FOR: NOTES: CapeSurv1.) The property line information shownwaProposed Improvements Sullivan Engineering, Inc. Corey A & Deirdre L Griffin PO Box 659 7 Parker Road compiled from available record information. At Osterville, MA 02655 Osterville MA 026-55 371 Wianno Avenue 2,) The topographic information was obtained (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax Osterville MA 02655 from an on the ground survey performed on 371 Wianno Avenue or between 091NOV106 and 10/NOV/06. Barnstable, (Osterville) Mass. Draft: JOD Field: WHK/DSS 30 0 15 30 60 120 3.) The datum used is NGVD '29, a fixed mean DATE: SCALE: rr t Review: PS Comp/Draft: RRL/WHK sea level datum. May 31, 2007 1 =30 Proj. # 27005 Drawing # C495_2G1