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0033 LAURIES LANE - Health
33 Lauries Lane N Marstons.Mills - - - A 027 099 w F */2 CJ D°l_� p ol Fee--- ---- t BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Congtructionpermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Rep a ( ). individual Well�at: Loc ion — Address Assessors Map and Parcel wner ------ -- r -------------- - Installer — Driller Address Type of Building Dwelling----- '---------------------------------- Other - Type of Building ---------- No. of Persons----------------------- -----_—______ yt Typeof Well------- - - - --—YP ------------------------------------- Capacity---------------- ------- Purpose of Well------- � � ------------------- 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 ?_ �---� - ------- --�----date --�--- Application Approved By -- --1/R2'�= -� =5'--- ----— --/-- 17^ c)q date Application Disapproved f�rthe following reasons:-------------------------------______—________—________—_______ - —-- — ------_--- - ---- -- - —- —-------------------------------------------- ---- �,, � c� �- date Permit Nov 2 0� D-----�-_------ A�v-- Issued — twa-��-0o�----- —----------- te BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance IS TO CERTIFY, That the Individual Well Constructed ), All ered uivvewxd- THIS epaire bY------------ F -� -- - ---- r - --------- - - ------------- � l Installer at U—Lt, ----- - --- 6 +X f-------- 1 - - 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 No. ------------------_____Dated---------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- - ------------------------- - -- Inspector------------------------------------------------------------------- No. o o - - a' Fee--- J`-' ---- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Melt Con0truction3permtt -Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Locafion — Address Assessors Map and Parcel A Owner Address ----------------- -----6-1 ------- Installer — Driller Address Type of Building Dwelling------JVlP-V-�--u------------------------------------- Other - Type of Building----------------------------- No. of Persons-----------------------------_—______--____- t� - Type of Well- - - - -------------------—---- Capacity-------------------—-- —- ---— Purpose of Well-------� - �� - __ 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 '�Y - date Application Approved By-irthe date Application Disapproved E following reasons:----------------------________________-_--________________---____— - --------------------------------- ----------------------------------------------------------------------------------------- date Permit Nov aD C3 - -— -- -- Issued ----`*L!'N 7t -��_Q _--------------------- date ----------�St------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance i r THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered 10 RA d� Installer at W4 6 / / - -- --- 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 No. ------------------_-------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------—- —------------------------- - -- Inspector------------------------------------------------------------------------- -------------------------------------------------------------------------------------- - -----6__....�.-®�� BOARD OF HEALTH TOWN OF BARNSTABLE lVell Con!9tructionj)ermit No. - Fee--- ----- A,.�-�K ° , Permission is hereby granted------------d SA_—_�_M_�_L�_i�14_-_ 1,`_�1�¢�N_—��1-�-_—'�Q'_u-' ^i4 to Construct ( 1,41ter ( , ), or Repair ( ) an Individual Well at , No. --3 - —t �-(�_� __� /�►r ST o u_ _}-'A_i-C-'------------------------------------------------------ eet as sh,,o/wn on the application for a Well Construction Permit r No."v_ �_ -- --------------------- - Dated- -- 6 4 ------------------------------------ - -`- - —-- - Board of Health DATE I -------— �/ X,s7,"V f w el. 3+ ��,� a�,0 Z.XQ 71"O v y04 APR �^ fl2 M A PH ; �^ 7000 153.0 0004 9232 7366. � C JON & JANINE COUTINMO C 7,NNIAL AVE E 100 qp� m Lo N L N - E co F -�m�T, ��, '�. `i^iY?r,.. :"t�2zf �FR,r,t�.f{� rx rfG r • .. p � , � w_. ... w� � ���,ri�.:•'.yi r, �•.r^SFr _ 6. •��. • SENDER: • •N COMPLETE THIS SECTIONON DELIVFRY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse .�� so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X Agent or on the front if space permits. ❑Addressee 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No Ave. i cJ 1.�t TL /00 3. Serviicc Type acertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. w `G• S 4.-Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) oo 0 S i PS Forp 3811 ,March2001= Domestic Return Receipt 102595-01-M-1424 - .. �. t�:•? 1J! ! .= .;-s-: q o ti._ F. .. _„--°- Asa ++<.�..-r..sz z-L.. .--...��,.� _�_+� .+ - i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape eftghleeiia,ff civil engineers& land surveyors structural design Arne H.Ojala P.E.. P.L.S. Daniel A.Ojala,P.L.S. Timothy H.t6ell,P.L.S. land court surveys March 25, 2002 Anthony Mimmo site planning 33 Laurie' s Lane Marstons Mills, MA 02648 sewage system designs Dear Mr. Mimmo: A public hearing has been scheduled for the Barnstable Board of inspections health to take- action on a -request for a variance from a Barnstable - - Board of Health regulation for the proposed septic system at your home. The variance requested is as follows: permits Part XII, Section 3, Part III 12: well regulations: proposed leaching facility to be less than 150' to existing (locus' ) well (variance of 22' requested) Said hearing will be held in the Town Hall conference room. 367 Main Street, Hyannis, April 17 , 2002, at 7:00 pm. Please check with the Health, Department to confirm date and time. Sincerely, 7 Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health FILE C-!c-.37 t} ;?: 'D2 'f`! t?;3 1 J D BC?RTCILCITT[ GCl�1STF�iCT I l7N F ,; 608 4 ��2 FPGF APR-16-?EIW 14:c7 FRCM:A.C.S.1NC AWFr 241 buc Ine Bivd, Al ' ' Flom Redford,41AI Aquapoint 02745•1206 �tt s08°49�•7977 www-aquapuln,tokil To Whom 1t May Concern- Note that this.Operation and Maintenance:Contract is Not sued by our Operatiow Marna en This Informal contract is being sent to you for yow refermf= e,A fonoal copy is only to be ecw once we have an order for, a Bi0clere, in.a`ILeIIII&site plans, p it and signed design sheet. I.t 6 undffrswod that you are,in ti+e early stages of getting approval for an altr-m ive system for your site, As of yel,we have no record of the property spa),35 harries Lana, Marstonsmills,MA. We weicome any questi.olis that you may havo regarding owr tw1mology and hope to assist you m rrauch,as possible d1rough thi$projects corr,+.pletiora. I hope you find this hclpfu:. gall with any questions. Jemtfer treed Au'uriiniatratiora/�aZles , AquVoi lt, Inc, FILE Wo.?77 04/16 '02' PH 02:11 I D:EORTOLOT T i CON,:TRUCT I ON FP;X:508 428 9:199 PAGE - ' APR-16-2002 14:28 F'R0M:R.C.S,1HC• 50@-330-1142 To:15218�2®G335 F:3 S AQUAPO1PVT INC, AUTHORIZATION FOR I�ur�wine Blvd.,New Bedford,MA 02745 PROFESSIONAL SERVICESTel.508-998-7577 / Fax 508-999.7177 TO: Tony NWn>i►o FDA-tet 04110M2 33 Laurien Lane N1arstonara la,MA 02648 Project: Hioclere Treatment Svaterrn U. 509442M., Fax Location: 33 Ltal�rl�li e rato:t►limll)IA,MA 026 Aqunprofepoiot Tiac. will peri"orm the followingi. Budget,Eatimr�te: $1,500.00 profeapl�sMAI services relating to tile Ereferencsd project. Contract Duration,, 3 Years � SCOPE OF SERVICES: Ag4apoint will perform lilt servicas outlilaed.in Attaohmant"A"regarding the Oporations and Malate. co of the Biotlere Wastewater Treatn'.ent Sgrstem at: 33 Laurles Lane MArstonsmills,MA 02 �.F►igt�$ AUTHOR140 MR AQUAPOINI INC. we are prooceding with service(s)noted as per BY: your direction. IrnmediAtc notif cmian in w-Ring is ' John IRragao Operations Mgr. required if you wish to niter this authorization. Please rxtiautn this e}traemant authorizing ua to Oates �t &e2 Elpmoeibd, No aervices will bo performed until you AUTRORIZED BY CLIENT: return this atFnmont'with suthoriaation in writing. TW5 document will become aia Aginal nareement. (� � By; -- I ` Acceptance o f this agreement by �si .ature authorizm + Titles •• — Aquapo`.nt.inc.to proeeed as described. This proposal i expires n 90 days ifnm signed by both parties. Date: PLEASE SIGN AND]E'I`iIRN ONE COPY AQUAMINT Mr.()&M9 ntGRCEMRNT MAR 3liO3 Pago I of d '--I!-E 11--.377( 04/116 '02 PH 02�:`IJL ID:PORT OLINT1 FAN:508 4128 -)3!-Y.) DPCIE .4 F:4 Aquapoint lRe. 24.1, Duchaine Blvd.,Now Bedfordt MA 02745 W. 508-9PS-7577 I FRx 508-995-71.77 March 1,2002 StrVAT Conftci-fted Fed MWENISATION FOR AIERV1471 Ciffil'%A(.-tJ C5nipernmiloOl 2#HeMons is bond apem dm 44 oym firm pmAA. Additionni San(Lem mquairsW hoyoirjo li,.o taupe covomd by to The PwPivol of olifthp aydroattooK4 dlortrin%ill t4l betO ulmyn The time btiput awordiTtotc, Our currout hotly&4 rate whcdule. Feemoposaig fbr 3arvioft m pmpwd to she ban of out illjI14 bm4atl M fW1,P,44Kalo Al its time of subrnolijo%j. TR,AN8P0A`rti,Tj0N; Tinto spent i.qvVjIn&'witan UB%Gl Is In MRP'180 to all nlarn. we*W.11 he uhlrpo lbt In Eact"Woo with filo fui J(-Mdvjt. Aiii,.ornoblia sn tier to ck on r.ncy RT poonni orofflor vahialawfil ImD charged at artoci rit"110325 per mil-i plus itillo and p?tltiriR ohpr; a. RURCONTPACT 33RVj:"T18L Wj;ffjdv oup9p SOMmoom mmiler ether prokadonsir,m poftm roquinj le.-��Wtt Stich At ftlKindetring Roil boripp,&H ing,n'.41firmtkin,Atui ratit plum n ocivice dmrg4 will be mddod to our fbQ, RIONT 13F ENTRY-. Unims OOIX%M oniiyeBd.the CLIENT WhaMns r(WA-vkmay on Ow I oil ro. W.Vlov,'"Alte Mkill wom,or rthor required cftpi"Jons. Accem to thr.syltw will be at va&. Inc will Wks nivinabia pmaiiiiviis to mitillillft dAM498 to rho land 1him Ific viK of*40irnwit.Inst%V Irive not Included In Clot fw the Ltid of mignition sf J'4n elwatinnP, Ifvn art"Irad to restore ilia land to its 110mor norditions,die met ofillcippo YA)l�oodgd t9 our the, PANWENTt Invotca)Will Imi fondemO—4%tiI m sork.1"groem Tha(AJINT agmim Involocs oqo dw zed pEyAbic within 36&yr,ftra tild datts of jm%0!oa' krpoijills pan 1hia an vitipol to a iarvice of 1.5%0dr month(18%antitilly), 11m CLIP.mr*A.= stp and xr, cuftGtion Agency lhoA fractirred in the collection of PAY amount.owed tliffeundor Jail not paid when dNe, r , io Vey timmabie 6V�orncys 9 d y INSURANCE9 We Ric of by Worker's CtimponnUori!npiorgrrx and General I.A"bility InaurvAcc. 'No vAII loynith wrtifinniatt upon Wjuem. OMMURIP OF DOCUMIC141141 All(IMMenti,1nqIt4In2,orlaitittl dirlwingm,Rliecifichlong,floldnotas,end data.are vind 46fill rcmin die pole md 7*operiturinoy,pit hlatlit4r mxp tro ulyWrinconl9tirun of climmcnts,inuonsAtirstilin vFwhi;;h6t0wra4qi;YAII jw dw Maly In vonrication with the qf7ovo ftstibadj),qlaut. USE OF 9MUMENT& S,r I=pciftirmod and goomariti pmperud uhdot thim qwwortl shall ba ffx!:ho lKrigAi.of CLIENT 0111y And may riot be ttliad upon by any d%ird imity(M)Immlems rrmlflopillZ agovd to 10 aevanca YNDENNIlVICATU)Nz TV CURN'Tmill mgm to limit our liability ibr",iocs ft"iik3d to the CLIBNj't0'k,2t PuftkVif,Of 411#MrM=Int-At*IAkPt1 by us and In an amount not to qxmd otir Poe. Tba CLIEW ASMI to IMulm it lik-i lipliftall Win Aily contivalor MP1.06 to Pffltwa work 1hr%ft We have pmvlded mp3r%p!tvuk Andfor ''ire CLIENT shall ftritcr tlideniniN and hold Im Mirrilless ftm W;y 1100lity resplItils ftra ft,v^ amrs or aird.3sionit oPlAx CLIENT cr CLIENT's AACMP,coiltmottrrit or oulpa. Such i;dwmlflcadan shall Inchirla the.cart,ortictrvic arising in any Way W1111,01111113 9011AIM121d VAth My RUDIN Witty as may arise out of TinginoWo sole vicillipflot In peribrininioc of Kiii1coa, WARRAVIM 04T Hr.,rvlccb*11 Ix jwr%,mwJ in auvwftca With gowrolly rAxpird prootlociA and pirchugionni utandifda, 'Rit(wanim"y is i7T:i;u of till othar wwrntilos rmprosad or imlinficti, ELLUT&KIC ITTLE91 Rical'TMIC tics ffo transmitted fbr WbrmAtiorkal Imposom only and ot the mquoAt of liho 0.IBN17 or CUBNTIt tot, 49tiWint's oftini prodocl is limiliod w ire RignoO an4 moaned herd opy of any document* 'No CI,IPNT al;iva to tiuld ACi',Wolot Ina,hivrn tw lbr any OfiffiRg"iMLIMI)d fiUrTi i.ndlpproptiA140 or Iflovi U10%resulting ftm ofty alwtmr 10 ininAr of irilb"w0cn thin was requemd Isy tho OfiNT or CUE%47',v iumqm oy PRoPER.Ty, iroumonihip ofthe pmrwtq ofionps,It Is tba rcvWnm1)1Ifvj oftha CLIENT to wi*Opnrxtw In%A"ting, A r"Str notice FOACE MAJE1,111IN Aquapoflir shall iinva no liability ft any Milum T,Portm%:r for any 4alay In TwilbriviRtwo do to circliflislintm boyand its ,umviRbla ambol, AQUAPOINr INC,OdkNI AGREEMENT MAR 2NI FILE No.377 04;t_b '02 PM. 03:12 1 D BOP.;OLOTT 1 .-rSTRUCI I ON FAX:5N, 423 9399 PACE 5 APR-1.6-EM M28 5PQM:A.C.S.INC 50$-330-1142 TQ,.15084285399 Po5 f3 ATTACHMENT i QQ"ERATTON AND MAINI ENANCEE SCOn OF SERVICES The!11111 .,is a Rttnettiriry otthe w"Pe of kervlpan to ba provided ey Agtiapoittt line.,for aye bpnestt of the>gfoelercit Tretatment teas owner: The treatment syAtere slta.11 be tfpaM,tod by a Certified Wastewater pines Oparltor in accordance with She requite 257 CivlIi 2.G0 and the Hstierd of Certification„f opomtors of Wagtc;ytt f T'ratment Front+. 'Chn ttea".Ot ayattm shall also be eporatad in accordance whit the oQndltitmf; *M"d by t'he MaMMrhttststtu DOPNtMOM of Enviro.Mental Plvmction under 310 CMR 15.000 Title 5 of the Massachusetts State P-hViranM* ta_l Dodo for provialon use and with site lorml Board of Health, Reporting of test anigaes will be dons in cnnfQrmancc with nppllaahla state and lwal regulations cis Atatod on t5e pertrtit fir die use of the nyst.m. Xt UIPM,ENT M„ALNTENAlNCE 1. Within 00 doaign capaeit7 and capability of the equipment,maintain the OlbcleroO for the benefit of CLMINIT, 2. CortI4,and dooumont all maintanance far fhe BfociceerD, MAintenance MOM will be provided on n quarterly basis or by requim of the CLIENT, 3. Certify and docurhont all repair:%to tho equipment, 4. PErfbttrt cstitear services that arc 1na.identtal to the services specified hero including fecititacing ants lganny repairs in the most expeditious and cost of dtiva Maniter at an additional ecstt ro requested by CLiEwl. 5, twine mairiNmince to be pertrtried!n accordance with tmanufacuftr'a speoilroeationa by wbcontmetor and invoiced by them directly to CLIENT. 6. Chock grmo trap and aeptio tank. 510CUREV MA,1IW'I'NATNCE A. Standard waintenance as follows: 1. Check general condition/appearance of trait. 2. Check verit flaw,odor. 3, Check goncral condition of flan box irialixting internal and extemal wiring,.look,latell,gaskotsa etc, 4. Chock gtli+,felt operation, 5. Chock condition of cover locks,latches,gaskets. 6. Chock and charasteriae blornass. 7. Chock recycle PUMP operation.Cning,a.mporage and effluent clarity. g. Check dosing pimps operation,timing,Iinpartsgfl,effluent clarity and spray paEen, . 4. ClIeek general eondhio"of dOGIM19 i>asambly. Clean 007.0es if required. l0. Check general condition of control box lr uding looks,pakets,etc, 1.i. Check control box switclies,a arrna,timers,etc. l2. Camp;cto lind maintain servlca.napo,t file, B. Meiriwance togaotioy as follows; Illitial SU91-uP visit to ensure pnipar system opmtion. 7, Quarterly C4=%tion.and.Maintenance visits fbr the firt%t year of this contract to perform standard.Bloclercal) maintonamm or as npaccif9ed,by permit. 91 Quarterly operation and M Aintmnance tiiitite far the 94cond year of opomtloti to perfbnn standW>Sioa',N ina.intmanc.a or Is specified by permit. AGuA,POINT MO,O&M AGREKMn NT MAR 71Mi3 P'ailp 3 of 6 ! TLE Mo.377 04,16 '02 PN 0-' :121 !D:B0F,.T0L0TT1 CON'.TPUCTION FAX:F,,08 428 939D PAGE 6 P.6/9 C. 3100*40 Sampling: I< colloct Infizent anti Mn"'nt qaf*06 as Apocifled by permit. 2. Influent 04-1101,1, If required, shell bc unglYNd fiat PH, 13013, T.98, TXN, &-tirlonla and additional 3, par stars a spocifted by permit. F,ffluDT1t MOP shall be Analyzed for PH, CDOD5, 738 Vid 70W Nitrogen and Pddhiutal perurncterg As specified by permit. 4. All e0fluent a4mpleg Ahpil ba collettgd in apPtOpliatt 00tIfAINFROnd doliverod by aourtur to it Stao.ce?t1fled laboratory for analysis. 5. All analyt;cM rapulra&Vo4ji ba com. piledatid submitted to bo&dm Department ofErviretty"ental prv.tcct!,jR (DEP), Acippipaint, Baal regulator/ bodies as requited FMd the CLIENT an a.jj acceptable fonn in accordanoe%1th Permit rmulrornomu. NOTES: 1. AqUelmitt[foe.will perform no procedures requiring eonfted entry. 21 Servicom under this Contract Vealfically do toot Include or cover Any rrvPun%lbdlty for iplaM malfamellon attributed to proun design, eqw1pinent specifled and/or 111stallnUons 4# Pt' vldpd by othors. • CLIENT must,provtdo ao@osp to all 0100=6 SyRtem componentm at mat ofqvwmrly o&M viDI& 4. ThIp service 1!00trfict 49514010 WrIaRunt 00011POWley of the dwelling or thellity. This Owner shall notify Aquapoint Inc.If occipplincy becolftes 614MON41. AquapaNt lite, will n"fv the OPPMPriatc fiethoefty of nny event of vieurks;or twelvanieW fliffare within the treatment system, or of any event which rMy odygmty qffart the per% trratmentsyrittnL6. . VMQAM of the In 0M WyOut thAt, tht system 8197M is Reth-41rd Or the system fA1114 the OWNER p1hall notify Atiospolint.Inc.who shall notify tho DEP and Board Of ROOM within 24 hours and corrective rictlatj shall be taken Immediately, AQVAPOFNT INC.,tA* M AGMEMRNY MAR 2M Page 4 of 6 I LE Mo.377 04,1 F '02 PH 03:1:3 I C:GORTOLOTT I CONSTRUCTION FAi i:50'8U 426 9399 PPG1 7 APR-iG-2002 14!29 FR©P.:A.C.S.INC 50E-3;i0-1 i.42 TO:1.50642A9M9 P:7 2 a AT'77'ACWliftENT I COST OF SERVIcEs f. T'he yearly flxod&a costs for Ciperittion ds lW alt1tenaneo e1.ts111)e as fbillows: Uperati00. MOIntcnaracc,sampling and reporting; $1,500.00 Billed: ANNUALLY I PREPAID 2, Any$Orvic*s bayond those noted,iincluding aespondIng to sslarms,will be Invoiced at$65,00 per hour, hit? file Ovent that state or local regulatory bodlen ett84$e fiampling rnyuir=Cnts and/or operotior, & wntens.ne® requ,iretnontu,tho yearly cost astlnuti:tj MAII be mvised to reflect time changes, Submtittel by: AQUAPQtlo r INC. 4�V1(I/0� John Braga,opssrntians?v1gr. fit® Accepted by: Cilocleml Owner Dam PLEASE SIGN AND RETURN ONE COPY AQUAPOINT 014c,O&M AGREEMENT MAR 20@2 Pam 5 cafe r _ .ter' � �" t'?• I '~ C �'�' r:AX�5 6 .20, Q'2C.9 � n ^(Lt- Inc „r7 s�4i1� 7'� F,I �t._,•1:� ID��l7RTIJ..OTTI wON�TR�.�TiLlhl �ti.,�.�.1� ��� ._, ,.._. t=G��E �. r=tPh-1C�^2®0^c 1Q:25 rr�r�i:r'io4, 8.ING �1�-330�1142 T�L:i�6842893`�� P:8�8 TRANSFER NOTICE Date: In accordance vvi th the Operation&Maintemme Agrwmnent botwomn Aq,uspcl.rtt Inc,and with respect to tho prope.locy at :Notice Is hereby given of transfer of this proparty to; Tel.No, Effective Daw. T.iarefora,ploaso transfer this Operatien&? almemm Agrwment fToni, xgnature of O'Amte Sigatttre of Assignee^_ AQUAP0INT IN IC AGRE :MINT WAR UO Past 6 of 6 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala, P.L.S. land court March 25, 2002 Timothy H.Covell,P.L.S. surveys Barnstable Board of Health 367 Main Street site planning Hyannis, MA 02601 sewage system Re: 33 Lauries Lane, Marstons Mills designs Dear Board Members: inspections The enclosed represents a variance filing for a septic upgrade from an existing older Title 5 septic system.. permits The following variance is requested: Part XII, Section 3,Part III 12- Well Regulations: proposed leaching facility to be less than 150' to existing (locus') well (variance of 22' requested). The groundwater flow, based on the Town GIS Groundwater Map, appears to move in a southeasterly direction, which is away from the affected well. It is estimated that the groundwater is about 38' below the base of the proposed leaching facility. The lot lies within a Groundwater Protection District and contains 20,000 square feet. The dwelling has 2 bedrooms and the owners are planning a third, as shown on the enclosed plans. A Bioclere unit has been proposed to mitigate the effects of the additional nitrogen in the effluent from the planned third bedroom. We feel that by granting the variance, the same degree of environmental protection can be attained without the need for strict adherence to Town of Barnstable Regulations. Thank you for your consideration. --Z ��1 y Arne H. Ojala,PE,PLS Down Cape Engineering, Inc. cc: Anthony Mimmo tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 dvwa cape engi/leering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. Timothy H.Covell, P.L.S. land court surveys .March 25, 2002 Anthony Mimoto site planning 33 Laurie' s Lane Marstons Mills, MA 02648 sewage system designs Dear Mr. Mimmo: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on a request for a variance from a Barnstable Board of Health regulation for the proposed septic system at your home. The variance requested is as follows: permits Part XII, Section 3, Part III 12: well regulations: proposed leaching facility to be less than 150' to existing (locus' ) well (variance of 22' requested) Said hearing will be held in the Town Hall conference room, 367 Main Street, Hyannis, April 17, 2002, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health d Town of Barnstable NAM a4 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 . Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. April 19, 2002 Mr. Anthony Mimmo 33 Lauries Lane Marstons Mills, MA 02648 - Dear Mr. Mimmo, You are granted a variance to construct an onsite sewage disposal system with innovative/alternative technology at 33 Lauries Lane, Marstons Mills. The variance granted is as follows: PART XIV, SECT. 3.00: The soil absorption system will be located 128 feet away from the onsite drinking water well, in lieu of the 150 feet minimum separation distance required. The variance.is granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property.. ,Dens, study rooms, offices, finished attics, sleeping. lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the l recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit both a signed maintenance contract and monitoring plan to the Board of Health for the proposed innovative/alternative system. Mimmo i (4) The applicant shall obtain the approval of D.E.P. for the proposed innovative/alternative system, prior to obtaining a disposal works construction permit. (5) The designing engineer shall supervise the. construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in,substantial compliance with the submitted plans signed by the designing engineer dated March 27, 2002. The applicant wishes to add a third bedroom to his existing two-bedroom home on this 20,000 square feet parcel. He is proposing to install an innovative/alternative (Bioclere) system in order to comply with the nitrogen loading limitations contained within the State Environmental Code, Title V. This well variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the locations of neighboring wells and septic systems in the area. Sincerely yours, Susan G. Rask, R.S. Chairperson Mimmo TOWN OF BARNSTABLEG OC:ATION 33 ,��.vv t.r3 �� SEWAGE # VR AG1r, l7/��J /._/_ASSESSOR'S MAP & LOT ?-o99 INSTALLER'S NAME&PHONE NO. �`JZ�/ i CaaS�irc�io,1 %,Y'Y9a G SEPTIC TANK CAPACITY /SGO_ GAL LEACHING FACILITY: (type) 3-Oe-eat 1LAM-I 2 2 (size) /a Po'X-' NO.OF BEDROOMS BUILDER O OWNE -Anwle PERMITDATE: COMPLIANCE DATE: f1 17 Oz 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 edst �. within 300 feet of leaching facility) I Feet Furnished by JGw� �t G►agtvr*�as 1 Rew- ` qa, v O f 6 No.. Z� - _ � "� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zippfication for Migool *potem Conotructton Vermtt Application for a Permit to Construct( )Repair(/Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (� Owner's Name,Addre and Tel.No., Q.(A 2t,_'3ge, Assessor's Map/Parcel " z� �G"� A V�6� f t m�o 33 ;e� 3 .r ' Vward-ooswiffi Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size __� OCO sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 22b gallons per day. Calculated daily flow G2(,2 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repai or Alterations(Answer when applicable) Y ► /® u Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued d of Health. ' l Signed _- Date g1e1'?_ Application Approved by Date F-45?—dZ Application Disapproved for the following reasons Permit No. 2,60 2-- .S`� !Z Date Issued 1 Ica— 1. No. V 357 ""',. ' , g x'r, ' Fee " THE COMMONWEALTH OF MASSACHUSETTS = Entered in computer: i Yes PULIC HEALTH DIVISION=TOWN OF BARNSTABLES MASSACHUSETTS 3pprication:for Migool *pztem Construction Permit , A kcation for a Permit to Construct • )Repair A rade )Abandon( - pp ( ) p ( ) pg ( ( ) O Complete System El Individual Components Location Address or Lot No. �] a OwQner's Name,Addre ss'and Tel.No., ' w-•V_ Assessor's Map/Parcel D z ` o `� M `���� `ol �ko Wra�S � 1 � -r� 1. G 1�11GvJovt Wi(( A` Installer's Name,Address,and Tel.No. ' Designer's Name,Address and Tel.No. J Type of Building; n " Dwelling No.of Bedrooms Lot Size 7 ,� 000 sq.ft. Garbage Grinder( ) Other Type of Building Qs A. _ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 220 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 ,E Nature of Repai ot'Alterations(Answer when.applicable) Date last inspected. Agreement: k r' , 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 theEnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued d of Health. Signed � : Date Application Approved by Date -/9-67- Application Disapproved for the following reasons Permit No. 7-C - Date Issued tlI Ci na- - --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 4 Certificate of Compliance THIS IS TO CERTIFY,that thepn-site Sewage Disposal System Constructed( )Repaired ( ' )Upgraded("I-**'Abandoned( )by at 33 �e 61..,EMAX f. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7-W>-3 5'7dated Installer Designer i The issuance of s pe t shall not be construed as a guarantee that the syste will function as desig ed. Date {�) t '7 T Inspector _ ILA �r � No. l�(JV2� �3J7 -----------Fee SG � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5po5ar bpgtem Con.5truction Permit Permission is hereby granted to Construct( )Repair Upgraded(/ )Abandon( ) a System located at 3 3 ,'� S Z�-.r2 / /�t r Cs,+,r /off - 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 of t 's�permit. Date: R� ����- Approved by � j i TOWN OF BARNSTABLE SEWAGE # O�o�"�f� LOCATION / � Aj��f ASSESSOR'S MAP & LOT- ©P VII.LAGE /�� _— INSTALLER'S NAME&PHONE NO. /Soo G�L SEPTIC TANK CAPACITY r ��� -size /O� 3a LEACHING FACILITY: (type) �� �a C Ltm�. ) A NO.OF BEDROOMS ----- BUILDER O OWNE PERMIT DATE: -pZ COMPLIANCE D. Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom ofLeaching Facility Well and Leaching Facility (If any wells exist p� Private Water Supply of leaching facility)Facb Feet on site or within a�acing Facility(If any wetlands st Edge of Wetlan Feet within 300 feet of leaching facility) Furnished by I �3? #qea�' Q� qo• �a O - \ r,-,�f �- \cart. 02 � 0 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner July 23, 2002 Mr. Anthony Mimmo 33 Lauries Lane Marston Mills, MA 02648 Re: Application for BRP WP 6 1 b INSTALLATION OF ALTERNATIVE SYSTEMS FOR PROVISIONAL USE Technology: AWT Bioclere DEP Facility ID: bcp50 33;L� ads Lane Marston Mills, MA Dear Mr. Mimmo: The Department has received your proposal to install a Bioclere on-site sewage treatment system,to allow for the construction of an additional bedroom to an existing two bedroom house, at the above referenced location. The submittal included written notification, dated April 19, 2002, from the Barnstable Board of Health which approved the addition of a third bedroom and the replacement of the existing 1,000 gallon septic tank with a 1,500 gallon. septic tank as well as granting a reduction in separation of the new soil absorption system from an existing well on the property from 150 feet to 128 feet and allowing the installation of a proposed Bioclere system for nitrogen reduction. The submittal includes a plan prepared by Down Cape Engineering, Inc. entitled, "Title 5 Site Plan, 33 Lauries Lane, Marston Mills, Massachusetts", dated March 6, 2002 with latest revisions dated May 18, 2002. The plan was stamped by Arne H. Ojala, P.E. The Department has reviewed this application for approval in accordance with 310 CMR 15.000 and the AWT Bioclere Renewal of Provisional Use Approval letter issued on April 4, 2000. Based on its review of the application the Department has determined that the above referenced location with a three bedroom house located within a Zone II, will be a suitable testing facility to evaluate nitrogen reduction under the Provisional Use Approval for the Bioclere system. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. , DEP on the World Wide Web: http://www.state.ma.us/dep Zia Printed on Recycled Paper r` 33 Lauries Lane,Marston Mills,MA July 23,2002 Page 2 As part of the Provisional Use Approval of this alternative system for nitrogen reduction,the Department requires the applicant and all subsequent owners to comply with the following conditions: 1. The owner shall comply with all requirements of the April 4, 2000 Department's Renewal of Provisional Use Approval for the AWT Bioclere system as revised for the System by this approval letter and 310 CMR 15.000. A copy of the Approval is enclosed. 2. The cover of the distribution box shall be installed and maintained at grade to facilitate sampling and monitoring of the effluent. 3. The owner shall have the System maintained by a certified operator in accordance with Section IV of the Provisional Use Approval. Additionally, the owner must submit a copy of the "DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems" and Bioclere O&M checklist to the Department and the Barnstable Board of Health within 45 days of each inspection. A certified operator of an appropriate grade must complete each form. Copies of these forms are enclosed. 4. At least 30 days prior to System startup, the owner shall submit to the Department and the Barnstable Board of Health a copy of an operation and maintenance agreement. The initial operation and maintenance agreement shall be with the System manufacturer(AWT Aquapoint) or its qualified subcontractor and shall be for no less than one year. Subsequent operation and maintenance agreements shall be for no less than one year and shall be with any person or firm qualified to provide services consistent with the System's specifications, the operation and maintenance requirements specified by the designer and those specified by the Department in this approval letter. The operation and maintenance agreement shall contain the name of the System operator who will operate the System, who shall be an appropriate Massachusetts certified operator, or operators as required by 257 CMR 2.00. Any time the operator is changed, the owner shall notify the Department and the Barnstable Board of Health in writing within seven days of such change. 5. Prior to the Barnstable Board of Health's issuance of a Certificate of Compliance, the owner shall submit to the Department and the Board of Health a copy of a sampling agreement with the Company for the first year of operation. Subsequent sampling agreements shall be for no less than one year and shall be with a Massachusetts certified operator of the appropriate grade. The following effluent sampling and testing schedule applies for year round residential use: Parameter Freguency pH quarterly Biochemical oxygen demand(BOD5) quarterly Total suspended solids(TSS) quarterly Total nitrogen(T ) quarterly Alkalinity quarterly After two years of monitoring and at the written request of the owner, the Department may reduce the monitoring requirements. 33_Lauries Lane,Marston Mills,MA July 23,2002 Page 3 I For seasonal residential use where the residence is occupied fewer than six months per year,the effluent shall be monitored twice per season. The first time 45 days after occupancy and the second time within two weeks prior to System shutdown. The following parameters shall be monitored: pH, BOD5, TSS, alkalinity, and TN. After two full years or four seasons of monitoring and at the written request of the owner, the Department may reduce the monitoring requirements. The owner shall submit all monitoring data to the Department within 45 days of each sampling date at: Department of Environmental Protection Watershed Permitting Program One Winter Street-6 Floor Boston,MA 02108 Attn: Title 5 Program 6. The owner shall record in the appropriate registry of deeds a notice that discloses the existence of this Provisional Use approved alternative system and the involvement of the Department in the approval of the System. Prior to the Barnstable Board of Health's issuance of a Certificate of Compliance for the System, the owner shall both record the notice in the registry and submit to the Department and the Board of Health the book and page number of the recording. 7. The owner shall submit to the Department a copy of the Certificate of Compliance for the System within 14 days of the Barnstable Board of Health's issuance of the Certificate of Compliance. Should you have any questions regarding this matter, lease do not hesitate to contact Jim p ii Murphy,P.E.,of my staff, at(617)292-5677. Sinaerely, Sharon M. Pelosi,Director Watershed Permitting Program Enclosures(3) cc: Barnstable Board of Health DEP/SERO,Brian Dudley Down Cape Engineering,Inc.,939 Main Street,Yarmouth,MA 02675 AWT Aquapoint,241 Douchaine Boulevard,New Bedford,MA 02745-1209 i �� � . � �� �_ � �;P-� � � �� �` � � S b�"/ � �� i �� v� � �� n � ( �� rl/ O, " °�vr~ ��,�� � �%�, � � � RECE6t« APR I - 2002 pE THE 1p�� DATE TO p� WHEAALTH DE STABLE PT. FEE R BANffrABLF- 9 :titASS. a °p 059. ,�� REC. BY Town of Barnstable SCIiED. DATE Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 503-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: "y!7 L.,&a 10AZ& Assessor's Map and Parcel Number: `Zatq Size of Lot: S f Wetlands Within 300 Ft. Yes Business Name: No_ Subdivision Name: APPLICANT'S NAME: vy� ���,,,�, L, Phone Did the owner of the property authorize you to represent him or her? Yes Y, No PROPERTY OWNER'S NAME CONTACT PERSON Name: 4 T} 4- Qn I J✓Ut o Name: Address: 7j) p-4 j;�5 Lt.�. �`-'1 - l�t I LL.� Address: Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) PAT I I I 6aL�t)olJ 3 : PA.,Z�r 1 i 1 WZr44, Wei( - Z- ✓fits-�c� -\ NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by olfrce staff-person receiving variance request application) _ 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 fabeied dimensional floor plans sub nixed( .;.house plans or restaurant kitchen plays) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) 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/leasee only],and variances to repair failed sewage disposal systems (only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIrItNCE APPROVED Susan 0.Rask,RS.,Chairman NOT.APPROVED Sumner Kaufman,NI.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy.M.D. Q:/'AP/VARIcEQ l o J�� ABUTTERS LIST FOR MIMMO MAP 27/99 MAP 27/100 MARK & LINDA DESPOTOPULOS 47 LAURIES LANE MARSTONS MILLS, MA 02648 MAP 27/95 ARTHUR & RUTH KELLEY TRS. KELLEY REALTY TRUST /22 RUSSELLS PATH MARSTONS MILLS, MA 02648 MAP 27/96 DEAN WHITE & LINDA FOSTER 32 RUSSELLS PATH MARSTONS MILLS, MA 02648 MAP 28/9Z/, JON & JANINE COUTINHO 200 CENTENNIAL AVENUE SUITE 100 PISCATAWAY, NJ 08854 MAP 28/94 SHARON & DEAN BROWN 19 LAURIES LANE MARSTONS MILLS, MA 02648 `�OCQTIOKl : 33 5EWSC;E PERMIT MO. WS-TaLL.ER 5 Ui E ADDRESS BUILDERS IJ &MF- �, &.DDRESS - -ZL54� c - - - DATE PERMIT ISSUED D ATE COMPLI &KICE ISSUED : '�� r . �t1 FLU i i 0 F I II y, "E S:. K: SA IN R TO 71 /rC/ .45 AJ SIM / „ �/�o b�.c/ is .�o c,QAL a to o' CPA4T0': Jz a x : . :6E/.G/�7" G1.7�'• .�5�jl'---.- �1..4�(..� �C.2�>.Q'� .c'i'''.'9 �r� � +�.�k bOG�'yiD4'a PW09 r /r � Of �? ' s `� � ���� � wh 6.T�YV^G�� OF I�� /VIY� 6/I� ���,'TI��L J�b '� � ! t�%�� �� p�'➢ �. 11Wlwl¢'� CAbt/�7T�t/C TE,r Y�. y Ot/rE Gam^- .6'MIOVTs,�, ",QS5. ra/� L' �✓Cg>tsu s o,e� ` `� (0; --- ...... Fsa.l..... ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..............OF......................................................................................... Appliratiun -fur Rapuual Works Towitrurttun Vrrni t 0Application is herebymade for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at: L ation.Address n� _ or Lot W lrciefj..� Owl Address Installer Address !j f a e) U Q Type of Building Size Lot...A_-i----------------Sq. feet U Dwelling No. of Bedrooms........ ................................Expansion Attic Garbage Grinder aOther—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) 0.' Other fixtures --------------- ------------- - Q -------- W Design Flow.......�............................gallons per person per day. Total daily flow.....`�.�------.------__..........gallons. Septic Tank L Liquid capacitV&-G!..gallons Length................ Width................ Diameter---------------- Depth.--.__-------- xDisposal Trench—No...................:. Width-------------------- Total Length-.-.--_...._..___..- Total leaching area--------------------sq. ft. Seepage Pit No..........J-------- Diameter_.M D O.XPI)epth below inlet........ ......... Total leachin area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) (��•- C '�/ a W aPercolation Test Results Performed bY-------- --------------------------------------------------------------._ Date........................... -------- Test Pit No. 1----------------minutes per inch Depth of "Pest Pit....---............. Depth to ground water......................-. f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..................... /-. T ---- - - ---- - O Description of Soil.--- •Y •----- '..1...� �" ..:.. U �-------------------' � �' -.�'rs.�4�t ✓. ��,t 4 ` W x ----------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable..................................................................._......---....._--------_. ---------------------------------------------- ----------------------------------------------------------------------- --------------...................... ------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bRm2ssued by the o f heal S d - - - - --- - ---------------------- Date Application Approved By_-... = -=W,------------------------ ..Z 7, ...---- Date Application Disapproved for ohe f ollowang reasons.............................. ---......---••-•-------•----------•--------•-•--•-•---l.------•-----.....-•---•--•---------•--•---••---..-•------•••---••----------•------------------------------------------------------------------- i Date Permit No... . ..............•-------•-•-------------•-•---.. Issued-- "7 r Date r � - 1 No. ..�. F>�s.../ .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF....................................... Appliratiutt -fur Uiipuiitt1 Workii Towitrurtiutt Vrrmiit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: L"/ ✓� /l.... ........................' 'w!f ' I c 1 �iFr / "Location.Addless / or Lot No. llp�i r !� 1 ✓�/ S r ra teed I el) caner Address ter A ./��ft✓ ----•--------•--•- •-------- ------ ---------•-------------•-------•----------------•----......••--------------------------••-•------ � � Installer Address s� � 0 �U d Type of Building Size Lot...... -__i_______________Sq. feet U Dwelling—No. of Bedrooms-------- -------------------------------Expansion Attic ( ) Garbage Grinder (/v� aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------------------------------------------------------------•--------------------------------------- 61 W Design Flow........................................................................_gallons per person per day. Total daily flow.....©---v.-______--_____------._..gallons. WSeptic Tank I Liquid capacityAV-0-gallons Length---------------- Width................ Diameter-............... Depth................ x Disposal Trench—No_ ____________________ Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.._._--__-_-_..__.. Diameter.. r!A.. .. Depth below inlet......... ........ Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by.. Date a 4 Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water...-_---.-_.--.--.--..._ �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_.--.-.-_-.__-_---_---- = _ . O Description of §oil-- � �c� - �� ` `�-- -- - x ------------------- �-- � ... ._,� G ' f .... W ----------------- x ------------- ----------------------- ---------------------------------------------------------------- ---------------------------------------------------------------------- ...........•............ U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------------------------------------•-•------------.--•----------•-•---•------------••- ---------------•----------•--._-.----.-------.--------•------------------------•--- ---•--........ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ssued by the board of health. Si �ed % _ Date Application Approved BY - ------ ------ =•--• -- .-.. . ..----- - .. ...----------------'-. .. 71 L Application Disapproved for the following reasons:-------------------- -----•--•--.-.--•---.-_-.-.-.-•-•.--------.-_--.._.........---- Date ------------- -•.....•-•------------•-•-•-•--•••----------------------------••-•----------•------•••---- Date Permit No. G-....-'•---'---------------------------- Issued...... -.7 ......_... Date THE COMMONWEALTH OF MASSACHUSETTS �& ywBOARD VFEALTH.... ..............OF........... f�YY..2 ........1.............................. Trrtifirate umphattre THIS IS TO CERTIFY, That the Inc��fJidu lye age Disposal System constructed ( ) or Repaired ( ) bY-----_---------------- / '`'------------------ G (� I taller„ /,/ '--- / - - - - - - `f 'f:----- �^f`--- -- - -r�.�. 1 ---- - - ----a ------ � o '�L at... A_�-------- � �� has been installed in accordance with the provisions of 7t* I • XI of The State Sanitary Code as described in the . t> application for Disposal Works Construction Permit N .-___ .__ _ �................. dated_...___ _ -._ .o._`__7_ ..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST ED AS UA ANTEE THAT THE SYSTEM ILL FUNCTION SATISFACTORY. DATE •------`5• . ��...--------------------------- Inspector - -.... --�..� / THE COMMONWEALTH OF MASSACHUSETTS BOARD O� HEALTH dS' .......... ..... .......OF......... .. ------------------......... NO. FEE... -14 f urk ( uu trttrtiuit rrntit Permission,t reby granted_._.. . -- to Cons uct ( ) or R air ( an In 'vidual ' e a Dis /Syston , at Nj_ }} G UUU""��� 1 Street �D as shown on the application for Disposal Works Construction Per q No._. : a.,d ated__-- :............................... �y •.................ealth DATE..................... ------- ................................. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS LOCATIotj SEWW:C E PERMIT UO. VILLAGE IW5TQL R�5 W&ISAE ADDRESS BUILDERS Q I MF- e, ADDRE.55 — Lz/�° 4' 4V- r/ -Z L5 4�c DATE PERKA T 155UED O ATE COMPLI &KICE ISSUED : � J .o ,�6 A j 1 j i pS[L( t L Nst to - ---...._.....__.. i t i i1 77 lJ' I Jill / r Q® f •'\ u 'I t TOP FNDN EL, 92.9' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE MINIMUM .75, OF COVER OVER PRECAST /� WITHIN 6` OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 91 0' WITNESS; DAVID STANTON MARCH 5, 2002 t RUN PIPE LEVEL 2' DOUBLE WASHED PEASTON DATE' FOR FIRST 2' 3' MAX. PERC. RATE = < 4 MIN/INCH LOCUS°/ o PROPOSE 10186 90 89.25' GALLON SEPTIC 0' 88 0� CLASS I C2 SOILS P# a TANK (H- 10 ) AAS L 87.48' ' 87.31 a C) C] C] 0 CJ 0 C] 0 PROVIDE o 87.17' Cl C] 0 p L� C] CJ C] C] a Q ELEV, MIN. lib 6' CRUSHED STONE OR MECHANICAi_ '� SPUR LANE PITCH 1� C7 CO C7 C7 O Ci I� C] 0--- 90.8 �� COMPACTION, <15.221 [23) MIN 2' [] a Q m [p ED C] 0 0 4 85.17' q DEPTH OF FLOW = �40 SLOPE) ( 1 % SLOPE) d TEE SIZES 3/4" TO 1 1/2" DOUBLE WASHED ;:TONE 8"' INLET DEPTH _ 10 OUTLET DEPTH = 14" LOCATION MAP NOT TO SCALE FOUNDATION--- 33' SEPTIC TANK 51' D' BOX 16' LEACHING ASSESSORS MAP 27 PARCEL 99 FAC::LITY f1�89.5 4,37' TOWN OF BARNSTABLE VARIANCE REQUIRED: SAS TO BE 128'9 \ TO (LOCUS') WELL — 22' VARIANCE REQUESTED r0 89.4 {9� 9.4 C2 80.8' PERC i I ® EXIST. WELLS xh--3 ; MED/CO5 + 91 89,3 lOYR 6/4 91.1 \ 4 / 89,4 �� q2$ i '/ j \\ 120" i 80.8' 91.0 PAVED 91 3 \ •�, DRIVE NO WATER ENCOUNTERED \ N LOT 4 \\ NOTES:- 91.1 20,000t Q. FT. \ 91,3 \\ + 90.0o NOT ALLOWED 1. DATUM IS APPROXIMATED FROM QUAD + 90.3 SEPTIC DESIGN: (GARBAGE DISPOSER IS > n j.l t\1;1T �09.8 DESIU-N FLOW; P} EXIST.DWELL \ \ USE A 220 3. MINIMUM PIPE TCH TO BE 1/8" PER FOOT. GPD DESIGIN FLOW 1 90.7 91 --- 10F \ 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ H_ 0 , + 901, �� SEPTIC TANK: 220 GPD ( 2 ) 440 5, PIPE JOINTS TO BE MADE WATERTIGHT. ROCK LLs TF = 92.9' USE A 1500 GALLON SEPTIC TANK 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, MULTI ADER OAK +��,9 9 ,\ �� \ LEACHING - ENVIRONMENTAL CODE TITLE V. + g TWIN 12" OAKS �` \ 2(30 + 9.83) 2 (.74) 118 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 12 OAK 91,K \ SIDES: USED FOR LOT LINE STAKING, 90• (EXIST, ST REMOVE) OVERE AH D UTILITIES 90 q0 1 BOTTOM; 30 x 9.83 (.74) = 218 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT + 90.4 ��, TOTAL: 454 S.F. 336 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED , �'•PROP. 1500 USE (2) 500 GAL, LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. / 8" ORNAMENTAL GAL. ST EQUAL) WITH 2,5' AT SIDES, 4' AT ENDS, AND 5' 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PIT 4" ORNAMENTAL + PROP. ADD'N, � BETWEEN UNITS 11, WATER TEST D'BOX FOR LEVELNESS \ + 90.2 + 91.1 .111, 1.9 LEGEND TITLE 5 SITE rt .�N + 91.8 90.81 BENCH MARK -TOP 100,0 PROPOSED SPOT ELEVATION OF TWIN 16" OAK + 1 OF FOUNDATION 33 L A U R I E S LANE TH 00 EL. = 92.9' 100x0 EXISTING SPOT ELEVATION 00. �6p• � IN THE TOWN OF: + 921 00 PROPOSED CONTOUR ( MARSTONS MILLS) BARNSTABLE 91. --- 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI CONSTRUCTION/MIMMO ED 20 0 20 40 60 150 10 TO BOARD OF HEALTH " = MA SCALE: 1 20' DATE: MARCH 6, 2002 APPROVED DATE _ REV 8/19/02 92.0 NOTE: INVERT ELEVATION IS BELOW off 508-362-4541 THE ELEVATION OF THE fax 508 362-9880 UNSUITABLE Cl LAYER. CONFIRM r,.. .s SUITABLE SOILS AT TIME OF INSTALLATION THROUGHOUT LENGTH down COpe engineering, 0C. �EA��N OF Mq C �,N or Mq,� OF SYSTEM. o ARNE H. �C, ARNE CIVIL ENGINEERS 3 °IV�IL°` ` "LA y ^� z6 o.LAND SURVEYORS so z 348 0 79 19 CiSTER�� a``y s, �Q 939 main st, yarmouth, ma 02675 D wo " _ ALA, P. ., DATE - TOP FNDN EL. 92.9' SYSTEM PROFILE TEST HOLE LOGS '-' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO AH OJALA, PE ENGINEER. i MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 91 0� WITNESS; DAVID STANTON • DATE: MARCH 5, 2002 i cp°,ti t RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE\ FOR FIRST 2' \\ < 4 MIN INCH Locus csT� 3' MAX. PERC. RATE = / ✓ �o PROPOSED f yo 89.25' GALLON SEPTIC 0' 88.0' GLASS I CZ SOILS P# 10,186 y TANK <H- 1O > v PB�AFSFL $7.48' �' 87.31 p C� C1 C;7 Q EO CJ ED 0 4�� z PROVIDERe- rr---�t ELEV. MIN. 2% b 7 [� [] [,� Q [� 0 � 1 �� �' �/ , � SPUR LANE PITCH 6' CRUSHED STONE OR MECHANICAL 0 ED 0 0 0 O 0 0 E] 01 COMPACTION. <15,221 121) MIN g 2' E-1 [O ED E3 CD ED G7 0 E3 85.17' DEPTH OF FLOW = 40 ( 3.3% SLOPE) ( 1 % SLOPE) TEE SIZES: 3/4' TO 1 1/2' DOUBLE WASHED 'STONE 8" INLET DEPTH = 10 OUTLET DEPTH = 14 LOCATION MAP NOT TO SCALE FOUNDATION--- 33' SEPTIC TANK 51' D' BOX 16' LEACHING 2 4'0 ASSESSORS MAP 27 PARCEL 99 FACILITY II`89.5 4.37' TOWN OF BARNSTABLE VARIANCE REQUIRED: SAS TO BE 128'9 \ TO (LOCUS') WELL - 22' VARIANCE REQUESTED --- 998 + g 40 87.4' �o 89.4 C2 91� \ 9.4 I $0.$` PERC / EXIST. WELLS ® MED/COS / +%1a s1e / 89.3 .yam I 10YR 6/4 / 91.1 4-9 4-1 91.4 / 89.4 � 7 120 80.8' 91.0 PAVED 91 r'o _ \\ `C_ NO WATER ENCOUNTERED DRIVE � °• \ \ N LOT 4 NOTES. 20,000t Q. FT. \ \� 91.3 \ + 90.00 SEPTIC DESIGN: (GARBAGe DISPOSER IS NOT ALLOWED_� ) 1, DATUM IS APPROXIMATED FROM QUAD I + 90.3. tole 89.8 DESIGN FLOW: 2_ BE.7ROOMS ( i10 GPD) = 220 GPD 'IUt3iCIPHt_ WA ER �' 0 EXIST. \ USE A 220 GPD DESIGN FLOW 3. �IIIN'IMUM PIPE PITCH TO BE 1/8' PER F'00T. 90.7 91 o DWELL. \ 4. JE30IGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ H- 10 + 90.9�, ���' SEPTIC TANK 220 GPD ( 2 ) = 440 5. PIPE JOINTS TO BE MADE WATERTIGHT. ROCK LLs TF = 92.9' USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. MULTI ADER OAK +\ 9 9 �� \ � ENVIRONMENTAL CODE TITLE V. • �• LEACHING: g TWIN 12" OAKS \ 2(30 + 9.83) 2 (.74) 11$ 7. THIS -PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 12 OAK 911W \ SIDES: USED FOR LOT LINE STAKING. ---__ 9 . EXIST. ST OVER H \ = 218 0 HEAD UTILITIES 90. BOTTOM: 30 x 9.83 (.74) 8. s IFO FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. � (REMOVE) 90.4 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT t9 + 90.4 TOTAL: 454 S.F. 336 GPD � INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �6', R• USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH, PROP. 1500 8" ORNAMENTAL GAL. ST \ EQUAL) WITH 2.5' AT SIDES, 4' AT ENDS, AND 5' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PIT 4" ORNAMENTAL +\PROP. ADDN. g BETWEEN UNITS 11, WATER TEST DBOX FOR LEVELNESS + 90.2 + 91.1 <1\f 19 LEGEND TITLE 5 SITE PLAN + 918 90.81 BENCH MARK -TOP 100.0 PROPOSED SPOT ELEVATION OF rwlN 1s" OAK + 1 OF FOUNDATION 33 L A U R I E S LANE j� TH pQ� EL = 92.9' 100x0 EXISTING SPOT ELEVATION S ��O IN THE TOWN OF: 0. + 92.1 F� _ PROPOSED CONTOUR ( MARSTONS MILLS) BARNSTABLE 91. 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI CONSTRUCTION/MIMMO ED 20 0 20 40 60 it 15� 10 �� TO BOARD OF HEALTH + 91.5 MA SCALE: 1 _ 20 DATE: MARCH 6, 2002 92'0 APPROVED DATE REV 8/19/02 � NOTE: INVERT ELEVATION IS BELOW off 508-362-4541 THE ELEVATION OF THE fax 508 362-9880 UNSUITABLE C1 LAYER. CONFIRM I • - � �= - - -- SUITABLE SOILS AT TIME OF INSTALLATION THROUGHOUT LENGTH clown Cope engineering, inC. ,��`A" Of "'R �.�" Of OF SYSTEM. ARNE H. C�G� �o� ARNE CIVIL ENGINEERS OJALA H. _... t ..� IVIL - S ALA % J LAND SURVEYORS . onJ 3 2 0.26348 0 19 939 main st. yormouth, MCL 02675 A _ ALA, p, �_,9 DATE 02--01 1 __ TOP FNDN EL. 92.9' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' Of FIN. GRADE (NOT TO SCALE) R T V S E ACCS COVER (WATERTIGHT) TO AH OJALA, PE ENGINEER MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE DAVID STANTON ' 2% SLOPE REQUIRED OVER SYSTEM 91 0' WITNESS: I 17 °° MARCH 5, 2002 1 °y�A RUN PIPE LEVEL 2' DOUBLE WASHED PEASTON DATE: '� PROPOSE 1500 � c�`� OR FIRST 2' 3' MAX. PERC. RATE _ < 4 MIN/INCH Lr '�,, 89.25' �, GALLON SEPTIC o� . TANK (H- 10 ) 0 88.0' CLASS I C2 SOILS P# 10,186 BAFFLE 87.31' 87.48 1:1mEDC7 EDaCO ❑ I PROVIDE o 87.172' C7 0 C7 0 m 0CJ 0 C:�MIN. 2% o Q ELEV. � PITCH 6' CRUSHED STONE OR MECHANICAL m 0 ED � 0 m 1 m 0 �y SPUR LANE COMPACTION. (15.221 t2]) CO a C] L7 L� O ED ED m 4' 85.17' DEPTH OF FLOW = (-3--3-/ SLOPE) ( % SLOPE) TEE SIZES, 10, 3/4' TO 1 1/2' DOUBLE WASHED STONE,--'- INLET DEPTH = OUTLET DEPTH = 14 LOAM LOCATION MAP NOT TO SCALE LEACHING 10YR 5/4 FOUNDATION- 33' SEPTIC TANK 51' Do BOX 16 FACI._ITY ASSESSORS MAP 27 PARCEL 99 BIOCLERE C1 GROUNDWATER PROTECTION DISTRICT 18' ABOVE GRADE G11 9 89.5 4.37 LOAM ' RECYCLE LINE �z \ TOWN OF BARNSTABLE VARIANCE REQUIRED: SAS TO BE 128' INTO SEPTIC TANK ~•9A$ + 9 4.0" 2.5Y 5/6 87 4, TO (LOCUS') WELL - 22' VARIANCE REQUESTED 89.4 9c( \ 9.4 C2 PERC e4' MIN. _ I /=�. r U _.-•t � I ® CONCRETE r;.:.`�: :? ;:�i C'• /COS 9I•.$ 89.3 - MED ` J._._-. + 91�2 9 SURROUND ENTIRE BIOCLERE (BELOW GRADE) / 91.1 \ I If ( 1 OYR 6/4 I WITH 3/8' PEA STONE OR CLEAN SAND. _ PRECAST MOUNTING PAD K91.4 // $9.4 BIOCLERE FOR 3 BEDROOM DWELLING // 91.0 PAVED 91 I� \ i 20" DRIVE Via, \\ ,�►� NO WATER ENCOUNTERED a, \ \ 91.1 N 20,000± 0. FT. \ N T E S 91,.3 \. + 90.00 + 90.3 `' \ crr�7�r -�+-<^Tr��. NCT "ALLAWTD I. jtpTLtM 1,.3 APPROXIMATED FROM QUAD o EXIST. 89.8 DESIGN r..OW: 3 BEDROOMS ( 110 GPD) = 330 GPD 2. MUNICIPAL WATER IS NOT IN USE 90.7 91 OF, DWELL. \\ USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. + 90.9� �'� SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10. ROCK LLs 5. PIPE JOINTS TO BE MADE WATERTIGHT. TF = 92.9' MULTI ADER OAK 9 15-- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ' +�9 .9 \ USE A GALLON SEPTIC TANK LEACHING: ENVIRONMENTAL CODE TITLE V. + 9 TWIN 12" OAKS \ 1 OAK 91�, \ 2(30 + 9.83) 2 (.74} - 118 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE �, SIDES: 90. ExIsT, sT \ USED FOR LOT LINE STAKING. (REMOVE) 9 °�R HE'S UnLI17ES 9\ 30 x 9.$3 (.74Z = 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 90.4 BOTTOM + 90.4 BENCH MARK -TOP 454 PROP. ADDN OF FOUNDATION TOTAL: S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT PROP. 1500 GAL. ,� EL, = 92,9 USE (2) 500 GAL. LEACHING CHAMBERS ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED / ( FROM BOARD OF HEALTH. 8" ORNAMENTAL SEPTIC TANK �,� �y�F / EQUAL) WITH 2.5' AT SIDES, 4' AT ENDS, AND 5' 10. PUMP & REMOVE ( R F W D ILL /CLEAN SAND) EXISTING LEACH PIT a" ORNAMENTAL tik + BETWEEN UNITS 11, WATER TEST D'BOX FOR LEVELNESS + 90.2 + 91.1 a- �, r' 1.9 LEGEND TITLE 5 SITE PLAN + 91.8 TWIN 16" OAK p0� 100.0 PROPOSED SPOT ELEVATION OF + TH �6 33 LAURIES LANE 0 100x0 EXISTING SPOT ELEVATION q`1' 00 IN THE TOWN OF: � >91. + 92.1 PROPOSED CONTOUR ( MARSTONS MILLS) BARNSTABLE � 100 EXISTING CONTOUR PREPARED FOR: oeaoa--e + 6 a Cb BORTOLOTTI CONSTRUCTION/MIMMO ED 1 O BIOCLERE UNIT 20 0 20 40 60 + 91.5 BOARD OF HEALTH APPROVED DATE MA SCALE: 1 - 20 DATE: MARCH 6, 2002 � 92.0 NOTE: INVERT ELEVATION IS BELOW THE ELEVATION OF THE cif Fax 50 We-W-9m 6 3629880 UNSUITABLE C1 LAYER. CONFIRM SUITABLE SOILS AT TIME OF of rr"' CIVIL �lN INSTALLATION THROUGHOUT LENGTH down cape engineering, inc, �� ARNE �y H.OF SYSTEM. H, AALTHOUGH RESERVE AREA IS SHOWN, SHOULD PRIMARY SYSTEM CIVIL ENGINEERS O� 63 No. 307�2 y Nc;. 2ti3�ifi � FAIL, IT IS--TO BE REPLACED ;IN 17S ENTIRETY AND ALL ,c GONTAMINA7ED SOILS REMOVED. LAND SURVEYORS yfC T4R`A) 02--0 i 939 vain st. yarMouth, rya 02675 ARNE H. OJALA, P.E., P.L.S. DATE 11 .1 .----------"--I - I � . - I . � -- - - -I - � I I � I . . ;, " ,, %�,;,. , I " I -,'.*4"'j"te I', I I � � I I . � - I I tT , � � � I I1, i , ., , I . I I I , I -11 I I � I I I I I I I � A,I . 'i! '. I . i I . I I I I T� i . I I � . I ! ��i � , , I I � . - ,,,' I , �,,��*kj ��, ", � ", 1, ��,'��' ,�� ,,,,'A, � I � , � � , I I � . . I I 11 - I . I _ , ,; , , , . , I 1.. . - I � . I V f, I A,?",l,,��, a 4: �� I � . I I ':� v , , '' I I I ,� 1. . ,i � I I I � I . . , . . � � . .� .. -'O z V,,,I ��I " , � 11 I�,;, . I . ,I I .. 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