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Home My WebLink About0132 KETTLEHOLE ROAD - Health 132 KETTLE HOLE RD. WEST BARNSTABLE A = 109 035 / r II! Message Page 3 of 4 ' k Check out some of our recent 3d laser scanning at the Newport Mansions Marble House http://archive.cyark.org/digital-repatriation-marble-house-bloc From: Desmarais, Donald [ma i Ito:Donald.Desmarais@town.barnstable.ma.us] Sent: Monday, August 22, 2011 4:18 PM To: Rick Grady Subject: RE: Rick, As we discussed this property cant have more than three bedrooms. It was permitted in 1977 for two. Because of the land we can go to three. I mentioned that the only way you can have your plan accepted is to put down a three bedroom design. Over design for the four and get a three bedroom deed restriction on the property. Don -----Original Message----- From: Rick Grady [mailto:rick@gradyconsulting.com] Sent: Monday, August 22, 2011 3:19 PM To: Desmarais, Donald Subject: Hi Don, Here is a pdf check plot of our design plan for 132 Kettlehole Road.You had mentioned you were going to discuss this with someone at your office so I figured I would send you the check plot. We will add the floor plan as we discussed. Thanks Rick Grady Richard Grady, P.E. Grady Consulting, LLC 71 Evergreen Street, Suite 1 Kingston, MA 02364 Phone 781.585.2300 Fax 781.585.2378 www.GradyConsulting.com 9/14/2011 TOWN OF BARNSTABLE LOCATION 137 JcewEt,ole .ZD SEWAGE#-,,20 VILLAGE telex 3,Avm-rrw G%e ASSESSOR'S MAP&PARCEL ZJO -m.� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY� �� tZ �x�cw�9e�ow . /�►tiwi-I-pa:Ez. LEACHING FACILITY:(type) (size) 35'`x 13 w NO.OF BEDROOMS 3 OWNER EaTtv,Tc or JosE�t�;w�13oww2e►90�CkarsTookFx Sw�trt� E�E�u ra�c PERMIT DATE: ty-k./, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 13.S9 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 100 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili I C R.� Feet FURNISHED BY _ ' l4.8 D $I.S u� to3 S p "12.oa 98.o a ZS.�,a ' ►9.y p ti � A Z.S.3 i3 #i3z t9�. � a 'I L GRADY CONSULTING , L . L . C . Registered Professional Civil Engineers September 28, 2011 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: #132 Kettlehole Road Applicant: Christopher Smith(The Estate of Josephine Bonarrigo) Dear Board Members: Enclosed please find two sets of plans for the above referenced address. The plan was revised in response to a letter from the Board of Health dated August 31,2011 and subsequent communication with Don Desmarais. Plan revisions and our response to comments are as follows. 1. The applicant has executed and recorded a deed restriction for the property as discussed. It was recorded in Barnstable County Registry of Deeds Book 25695 Page 212 &213. A copy is attached for your records. 2. We checked the depth of the septic tank and found the invert of the outlet pipe 32"below existing grade. We have added elevations to the septic tank on the plan to reflect these measurements. If you have any questions please do not hesitate to call 781-585-2300 or e-mail Rick@C,radvconsLiltino,.com. Sincerely, GRADY CONSULTING,L.L.C. Richard Grady Principal Engineer Enc. Cc: The Estate of Josephine Bonarrigo Christopher Smith . 21 Candice Street Clinton, MA 01510 71 Evergreen Street, Suite 1 • Kingston,MA 02364 • Tel (781)585-2300 • Fax (781)585-2378 Message Page 1 of 4 Desmarais, Donald - From: Desmarais, Donald Sent: Wednesday, September 14, 2011 8:48 AM To: 'Rick Grady' Subject: RE: sorry couple submittal questions Richard, Donna Miorandi sent you a letter with her list of problems with the plan for 132 Kettlehole Rd. W. Barnstable. As I discussed with you, the property is going to require a 3 bedrooms deed restriction before a Disposal System Construction Permit will be issued. With the deed restriction, items 1,2 and 4 will be taken care of. Item 2 of Donnas' letter addresses the fact that the existing 1000 gallon tank is 5 feet down. This was not known to me during the perc test. The tank will have to be replaced with a 1500 gallon tank and either raised or left at the same depth and rated at H-20. I will be disapproving this application next week if we don't get these changes done. When I say "done" I'm referring to revised plans and a deed restriction. Donald Desmarais R.S. Health Inspector Town of Barnstable 508-862-4740 -----Original Message----- From: Rick Grady [mailto:rick@gradyconsulting.com] Sent: Thursday, September 01, 2011 8:54 AM To: Desmarais, Donald Subject: RE: sorry couple submittal questions Hi Don, Did you happen to speak with Donna regarding 132 Kettlehole Road? I have some review comments from her and most of the comments are relative to the items we coordinated. I am on my way out for an inspection and will call her when I return but thought it might make more sense if you were able to speak with her on some of the items. Thanks Rick Richard Grady, P.E. Grady Consulting, LLC 71 Evergreen Street, Suite 1 Kingston, MA 02364 Phone 781.585.2300 Fax 781.585.2378 www.GradyConsulting.com 9/14/2011 Town of Barnstable �FTHE Tp Barnstable o Regulatory Services Thomas F. Geiler, Director ;mericaCi i B^ MASS Public Health Division Thomas McKean, Director ZooV 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 31, 2011 Dear Mr. Grady: Having reviewed the septic repair application for 132 Kettlehole Road, West Barnstable I have found the following problems. 1. The floor plans show a four bedroom (including den) but they are only allowed to have a 3 bedroom septic system to replace same that was installed in 1977. The actual 1977 permit states it was a 2 bedroom. Property is on a private well. Your check off list stated no but plans reflect a well. Due to the fact that they are on a private well, on less than an acre, they are restricted to three (3) bedrooms. 2. Accordingto the original as-built card the septic tank is down five feet. Your plans also P reflect the same. As a result of this the tank must be replaced with a 1500 gallon H-20 V/ septic tank. This is required per Title V 310 CMR 15.221 (7) and 15.226(3). 3. This system is a repair and not an increase in flow. Wondering why you did four test holes and two percolation tests. You perked the C horizon and plans reflect an install in the B horizon. Per Title V you must install in the horizon in which the perc test was performed. Installing in the B horizon requires you to perc in the B horizon. 4. Building department has no record or permit approving the increase to 4 bedrooms Under Title V dens, studies, etc. all count as bedrooms. Thank you for your attention to th' matter. � o Donna Z. Miorandi, R.S. Health Inspector Town of Barnstable GRADY CONS. ULTI,NG.� . ':L . L-. C . .. Registered Professional Civil,Engineers September.28, 2011 Barnstable Board of Health 200 Main.Street Hyannis;MA 02601 . RE: #132 Kettleffole Road j W 4- Applicant Christopher''Smith (The Estate'of Josephine Bonarrigo) Dear Board Members: Enclosed please find two sets of plans for the above referenced.address. The plan was revised in response to a letter from the Board'of Health dated,August 3 1; 20 1,l and subsequent communication with Don Desmarais. Plan revisions and our response to comments are as follows. 1. The applicant has executed and recorded a deed restriction for the property as,discussed. - It was recorded in,Barnstable County.Registry of Deeds Book 25695 Page 212 & 213. A copy is attached for your records'. ` 2. We checked the depth of the septic tank and found the invert of the outlet pipe 32"below existing grade We have,added elevations to the septic tank on the plan to reflect these measurements. If you have any,questions please do not hesitate to call 781-5.85-2300 or;e-mail Sincerely, GRADY CONSULTING,L.L.C. ji Richard Grady l „ Principal Engineer , Enc. Cc::, The Estate of Josephine Bon Christopher Smith 21 Candice Street Clinton, MA 01510 71 Evergreen Street,Suite 1,.• Kingston,MA 02364 • Tel (781)585-2300 • Pax'(781) 585=2378 `_ . - - ---- -- - ---- - -.. .. - - - -- ------------ AOS •NS Y IW]I W.AOIY P�ItlIAE Ix:as,m,F16 E6TALL G SI Eml AIX.45_ 961W9JIIUI lME Eab' G¢N[E IA119N41HA OIWRP F�1 NIH DNl�H 1Wt RET WITH fLRFx a�'�� t.t.� ,-�..r ::. `"�°R°CRI➢6 k 71'�,_ ..� .. � CIGDE � .il ,WGmRE MWEP aNx G �I NOTE: Sy OF DM NG TO LIT E.PRIORI S r , OF SETTING SYSTEM ET PEE PRIOR s,-....: SnYIE , F•".jfN+��2,•At oav 6Neafx TO SETTING sYSrEN COMPONENTS. - - . NnEx RNddFA swL EmxD A Misr aIME Tart xm rxE LWS7NC u ra �a�1A A1"' >Bffi 35 7 CHAMBERS ROW) - R➢I/L£IN�xER�A.Vtel, USE 1 35 LOW 13'WDE•I6•D®A;GRECAIE IO WM � 16" ARC 36 HIGH CAPACITY BIODIFFUSER CHAMBER BED X-SECTION WI m R- I�,m R R TRUE LEACHING CHAMBER SYSTEM IN BED 'T '.Z; Y C •41 '- CON WON WWITH 4 ROWS OF(N YO ADS ARC 36 4 `• •Tas4tF lye '-" ;°�•' NOT ro scuc wwxoWrol EE xse SUBSURFACE SEWAGE DISPOSAL SYSTEM (A-NONETHE NWUx O®) OCATION MAP (Nor TO SCALE) E WIIOIImM NhD 8I llE D IL tRNE�6CIIM M (NOT ToSGLLE) ME WD L TWT TxE A9v.E W.Lrsa w.s wamxm fir Ic wNvsmn xrm a nxml ara S.O maWw TRxxxr.[XPFRIo2 AND GFwDIR Rica®p no A>q P.c MN SEPTIC DESIGN (NOT DESIGNED FOR GARBAGE MOM) mm PIPE tFMNRIO CxAMBO' 1. DESIGN ROW.3 R. .110 CPO -RETAIN GOD WE ]. SEPTIC TANK: IIC J70 GPO a 1.660 GA. RETINA IXISTNG I000 GAtON TAMK 8 ) J. IF/CWM(31AMBES: PR-I WN/M CV55 I D ME.M'LONG a 13'WOE a 16'DEEP LEACHING CHAMBER SYSTEM IN BED I •d CONFWUI6MION WITH 38-5.0'LONG ADS ARC 36 HIGH CAPACITY EODFFUSEII LEACHING CHAMBERS IN 4 ROWS OF 7. ASSESSORS LOT 109d5 Im6ow D AaEM.umt s� W H INSPECTION PORT DETAIL 3m�s (PER MODIFIED CERTIFICATION FOR GENERAL USE DESIGN STANDARD OEM 9.) & _____________, Nor To SCALE EFFECTIVE LEACHING AREA =4,00 S/lf PROPOSED AREA, 67W LFF. 0.71 L.=497 672 S-330 CPO(D.D.f.) - - ......... ?Lam „ D SEPTIC NOTES OEPc Q O O 1. PROPFRIYUNE DATA FROM•RAILVRW A SUBDIVISION IN BARNSLAULL MASS..OWNED BY SFA-WQ CORP..SCALE 1"=100'.OCIOBEA 2J..1975,EWAD Q1G.CO..INC.' \ \ - �• WITH SAID BAiMTNSU$E COLRRY REGISTRY OF RIDS N PUN BOON 30.PILE . -_ Z� �COROFD I • o o a FAMILY _M WON G 0 O 2. TOPOGRAPHIC SURVEY BY GRADY CONSULTING AUGIIST 17.1011. / ro Roots , 3. SNLS TESTING BY RCHARD GRADY.GRADY CONSULTING WITNESSED BY DONAD R.DESMARAIS \ .... 'A�Srl 0.17,2011. \ �A UEN NSPOCTIOII INxR 4. 'Al SAFE N 1-88fJ-34a-72U AT LEAST 4 DAIS PRIOR ro CDINENLDMIXf OF 5. NO11FY TOWN AND GRADY CONSULTING PRIOR TO BACKFlWNG OF SMEM. *36- ,S7�L00R I gym'� 6. NO KNOWN WELLS EXIST WAIN 700'Of THE PROPOSED S151E11 �?m1DW' 7. THE ARE 6 NOT LOCATED N AN MUTER PROTECT! ZONE L B AL SYSTEM COMPONENTS AWL BE MARKED WITH MAGNETIC MARKING TIDE OR A �. \ ? lo.>j•O0 wfRO 9. NO STREAMS.A6JUACE ANS N h6SUBBSURRFAAER TO CE CRRAITMHS6MANMD WET ANNDDSS DMT MWYMI NSi00(9 OF THE x'p[ ,r .'•b ... .../& ".� PROPOSED SYSTEM.EXCEPT AS MOWN. q510E VIEV 11. THE SITE 6 NOT LOCATED IN A FLOOD PLAIN OISTMCT. y.1 p NIDP YO IAEr 6 '-Y) AREA 11.NO KNOWN EASEMENTS IRE N THE AREA OF THE PROPOSED SYSTEM. NOTE B 12 A TWO NEi DYER OF GAT NCH DOUBLE WASHED 310 R 5.247(DIE FABRM:SIX%RD COYIIi THE 815E AGGREGATE IN AtX'AIi0.WCE WITH 710 MR 15.147 3. BWF+IX - UnUn6 NA a.Eo 13.EXCAVATE AL MATERA CI LAYERS)TO FINE-MECUM SAND C LAYER(66'/96•E).5' SECTION VIEW MWNB SYSTEM. REPLACE WITH CLEAN CUM SAM N E WITH 310 CNR ', 40 (Tip� rx IQLKlUJP�F' eAtiuwr HIGH C CI 15.255 O 55501L(R)EPUCENTN ro BE INSPECTED BY GRADY CONSULTING lLG AND TDWH PRIOR ARC 36 y 4 D-Inz vTN.lz `dlEFosL Nacc7xHAVWs _ FLOOR TT PLANS CHAMBER DETAIL (H 20 LOADING) A'%roxwArz rrtRc sAM �. ,v,g1.o-{46.s.40.$)h]/n 4 zas-315E cr. NOT To SCAE flDYi1G(lAITYIC-- - .- I6.Oti'A lfiK uw60T315� •• A6 q[(6yp'f AC1 _ __: '7-ICMM, ^•N.®C6xiwMRIN N1TN �YS OFF - z,Wsµcae A w,Na.^..A�m, AR REQUIRED INSPECTIONS ADS CHAMBER SYSTEM NOTES •• 43" _- .-_. _ -1H! •. ".`_IFMDIE ONx6D6(IFm IUAR6) '•�� -_-.._ - - NnidiID AA TERN I. W a IFMWIG AEA Rw6R RO RSfNLC$MA. SYSRAI¢'aAr,¢Ta HAS DEG RSGIED N ALCR✓pW£WN RE p]IAIRInTALTN 6 cw[cr_m r>miA ,.. .-._ - _ z AVER nrv�i carorlc a cwPlEim.m W RPMmFii vii l�uscilr miE o .. me wr - - ... (LiM7,&LYGPN (bpIIb1Y1 A�ECIKK6 WY 9E IEWWD EIM fIW1O CfIfATN) 11 11 S.m0. ', ,y, -._NGrA[ASi•AAG a[WmvJ .._. ..-..� �� .... _.. �:•__`ranAE^_`.. IS91m aNAWRY m. oMM6oa IS NE� I JI SOIL LOGS •SAM N ICWImVIRWITHD(AR S SK OR L1FM Ewa _... IraElu BiD6FB�R aWR606 NN o�3 vxo T.H.l1 T.H.lz TN.l3 rN.l4 NIINY.7pi TART BYRP.xNFO N N6TAMAIMN Arc,a'wEID fRIAV<£ SIM EL 529- EL EL A433- I L - - n< WxRR STEVE Y -Pp[' (zRTIx x67 m e.....Ne� t I ARK • -e "GIa 4•,.. SAW xxM 51.E LNRI IOW 51.11 SVIII EOW A910 SVOI lUW ♦T3L PLAN _- - - - - SEPTIC r, . Tro vsue¢-nm at.... InWrr SAM, IpWY SwD oWr6 Awm -1 wm WEST BARNSTAB ASSACHUSETTS cwA_ a .-.._.... ..r �. j ., APAtlINxL¢GImY ¢ wa G #132 KETTLEHOLE ROAD - tQ%' A.BmoM¢[mAmW a � (sF�i«' n•�ia• � �p a we � � .ImrsxwE 6aM u LE Awn z�mII it gEtt . -. . ph 4 ti N�-IN m I¢IISFD i�RTWa 74 mll t �x � i- .. lA6Ab'A:GIANAYY/:D . C2 Q W' %'-Iu' OIRSf6N4R AEN _ WA\mm o rzRUElar�t MA alsla +m ia. i%m ---- - Ayyy TNT � � GRADY CONSULTING, L.L.C. .ram o +-roes 7rr sld,rZ9.s7 ,?f, .. Tmm sre�'ut ', a,N,e r6nm m Izo o-IIb• o-Iz'-0' o-I-o• :o ------ �+_ - xD x6 xa xo n c�ey.n,rr...c rvs.L Arp.exG,,Iw oFrEa -�_�I---�------ / AgRlllxG IMDfIDx9 YDITING uOTTING /Nvie(JRU.'IB.T-FRG!v ll&T.g.7-E9J9 K TTLE1i'OLE ROAD r SHEET 1 OF 1 Scale/. -?0 _............... _ w Elk 2561PS Pa 212 046798 09'-22-.2011 a 09 z 19 a DBED IMSTRIMON WHERE", Christopher D. Smith, Executor of the Estate of Josephine Bomtrrig.o, Barnstable County Probate Court Docliet No. SA300891EA,, of 21 Candice Street, Clinton,. MA 01510 is the owner of 132 Kettlehole Road loud at Barnstable, Barnstable County, Massachusetts, and being shovin on a plan entitled "TRAILVIEV a subdivision in Barnstable, Maas., Owned by 9ea•Lalce Corp.., Scale: 11-1001, October 23, 1975 Ewald Eng. Co., Inc.,. FraQungham', dut recorded with the Barnstable County Registry of Deeds, in Plan Book 301, page 99. WHEREAS, Christopher A. Smith, Executor of the Estate of Josephine Bo , an.,the owner.of.said.lot has agreed with the Town of Barnstable. Board of Health to a restriction as to the number of bedrooms which can be included in any home bu0t on said lot as aG pre-condition to obtaining a disposal works ccnstructiaM permit in compliance with 310, CMR 15.000 State EnvUumnental Code, 'Tale V, Minimum Requirements for the Subsurface Disposal of Sanitary 3ewsp the . of of Td dition to disp9l '�''ar errni f tic .system in comp 'ad with 310 CNlR 1t4o. State Environment Cfl e, Tltle �+, Minima Itcquirements for the Subsurface Disposal.of Sanitary Sewage, and anthorilng the issuance of a building,permit for the construction of a single f m ily home on this prrvp y, is requiring that the agreement for the • restriction.on the number of bedroofnS in any house constructed on the lot be put on record with the Barnstable County Registry of feeds by recording this document. NOW, THEREFORE, Christopher D. Smith., Executor of the Estate of Josephine Bonarrigo, does hereby place the following restriction on the.above referenced land in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding;upon all successors in title; 1. 132 Kettlehole Road, Barnstable, Massachusetts may have constructed upon the lot a house containing no more than three (3) bedrooms. Christopher D. Smith, as Executor of the Estate of Josephine Bonarrigo, agrees that this shall be a permanent deed restriction affecting the property location on 1.32 Kettlehole Road, Barnstable MA, and being shown on plan recorded in Plan Book 301, page 99. r � BIB 25695 Pq 213 #46798 Por title of Christopher D. Smith, as Zxecutoor of the Uwe of Josephins Bonarrigo, see doW.recorded at Elooh 9642, page 253. Franklin J.Bonwrip pamd away on Juno 14, 2009 and.. his deetth eertiEicgte is recorded in. Barnstable Counter:Re&tryr of Deeds at Book 23982, pop 298. Josephine Bonarrip.pied away on May 12, 201 X and her death certificate is filed herewith. Eatake ofJos+ephine Bonanigo,Docket'No.BA11P0891EA. Executed as a sealed instrument thiwa day of 2011. Christopheru Smith, Rl=tor of the Estate of Josephine.Bonarrigo COMMONWEALTH OF MASS3ACHtlSS'T$ 11' i UO2no is day► o Vre me, the Aub! w D Smith, "tor of,the Bstate of Josephine Eonarrigo, who proved to me through eakisiwtory evidence of ldentitication, which was a Massachusetts Driver's Uc ense, to he the prarsonisi.whose name(s) is herd on the preceding or attached,document, and who swore or affirmed.to the that he sighed this document as hie free act and deed* * e � NOta� 11C ti �4 � �.k ax iit .8timp My co eio ire �' �0 ., 4.'.. dfMatrsec�t�tts '�:" .�d .59 _ .. Ito MIAIAahY4MU , OonW wlon 6#041 A4 3."If ;r�. _ Ba�r�agotn0lnsinat�ec� NA 1�sotar►d deed.l�eto�me, BARNSTABLE REGISTRY OF MMS Town of Barnstable P# Department of Regulatory Services a Public Health Division Date l 200 Main Street,Hyannis MA 02601 Date Scheduled_ G\ N Time Fee Pd. Soil Suitability Assessment for Me Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name l3z t l�%7L� l�vG�� q6,1 0 17 aN/JA1&/y0� (� Address / Assessor's Map/Parcel: /0 g/ S 5 Engineer's Name RI C,l o y NEW CONSTRUCTION REPAIR _ /� Telephone# 8/,S 8$, 2- 3� Land Use I vk��7-/A Slopes(%) Surface Stones Distances from: Open Water Body , 160 ft Possible Wet Area >/0 G ft Drinking Water Well ft Drainage Way ft Property Line e? 7 Q ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) a -9 �^ ER C`9 0 F II _ ® r-- M Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: __ Weeping from Pit Race Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: _ _ ___ In. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level�., Adj,factor— Adj.Groundwater Level, PERCOLATION TEST Dare , Tnte,.__._. Observation , q Hole# Time at 9" Depth of Perc 2" '6 i O L Time at 6" J�- r 2 ' l i Start Pre-soak Time @ �� I �•�� 'lime(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data,To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC a 0 DEEP-OBSERVATION HOLE LOG Hole# i _ Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,'Boulders. i tenry.%Gravel) r3® L � y 3n 5L tv& c 2 �'- s, o 2 •��'l� NO DEEP OBSERVATION HOLE LOG Hole# 'L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis ncy,%Grave - � 5 L ou �0 L5 10 Z,S y /.� n •13 Z C f-N1 Sou- 2. S Y '/Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) V-2- 6 L5 �0 6 �o- 6 ib -1 4 cZ DEEP OBSERVATION HOLE LOG Hole# - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. 0- 6 A sL . �-0 yg -lz 8.3o L5 10 f -50 -q Gl 'SL 2.5y,66 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes .✓_ Within 500 year boundary No Yes ' Within 100 year flood boundary No. ..V Yes Depth of Naturally Occurring Pervious Material , Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise,and experience described in 310 CMR 15.017. j Signature Date Q-%.EPTiCQPERCFORM.DOC TOWN OF BARNSTABLE LOCATION132 1C6rttEkotC 2fl I SEWAGE# VILLAGE ' � ASSESSOR S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY , ,�k; � �� ,� /�+.wi>✓1 l�P"z LEACHING FACILITY: (type) Clnwr�r � (Size) 3Se_x 13 w NO. OF BEDROOMS 3 OWNER EmATE- 04: J05E w 13oWw2ei o kare �c..5„n G�FCuTo� PERMIT DATE: t � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J 3.59 Private Water SuppIY Well and LeachingFeet Facility(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility ili too Feet (If any wetlands exist within 300 feet of leaching facili — •`� Feet FURNISHED BY t03 S t3 i I C -JZ.ow. F A Z5.3Ll 3 #13Z I i No. SHE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OFF HEALTH ow OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (X) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components O S i Location Owner's Name Map/Parcel# Address Lot# Telephone# Installer's Name signer's Nam -70 Vh4,errZ.► %._ T2y 1-�olli�Tow IMvr o►'I�1c `f t -� S�'. o' Address -�p► Address fI SbS / Se is Mgt 50-1 44-1"S I Dl' Z300 elephone# \ Telephone# Type of Building: 52 Q' Ae .y Lot Size Sq.feet Dwelling—No.of Bedroo is Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 3Q gpd Calculated design flow gpd Design flow provided jM gpd Plan: Date Z I Z?,17-011 Number of sheets Revision Date Title: y�� 0.!t 1 Description of Soils) S n �n�- iJ 4t S Soil Evaluator Form No. \1 Name of Soil E4aluator I&LL GcqA Date of Evaluation ,r> ZZ,01 1 DESCRIJTION OF REPAIRS OR ALTERATIONS71:►15 6A Ck- c0xv ! 6sA o- on K 3' f e y I�I� V, -Z c The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of,Healthc,,t Signed Date �Z/Zp 6! x: �tN OrAa~» RICHARD tf=RenN fit. . c. FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 a l 1 _.f. ..y— .-.e.�_.,,,..,s...��...+.-\,•, ri-y•. ,•6n-•... -.»e .a..,,.+.� ..y.r..- -^";r.�� ..il"'.•,.. � � -...::F ax. _ ., No, / hE COMMONWEALTH OF MASSACHUSETjrS.-.K.� FEE BOARD OF HEALTH c. ow — OF — APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ti Application for a Permit to Construct ( ) Repair (X Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components f 8 f t_ cS5o5v_&gxm nettr� o(�hr; Sr►�t , Location I Owner's Name _ Map/Parcel# Address Lot# Telephone# ate-4�vaE t�D�a+�EZ �cc�c�K�c�t11Sy c�t� L, U.C -)y Installer's Name signer's Nam yCL j }40��J�Ow VV1►* Or?�{4 '�) �VC UGC; �-%n �1..SJ i}4L, Address Address Sb5 4-121 '15'Sn / 50% So`1 Telephone# Telephone# v Type of Building: � e Lot Size - , Sq.feet t .� t�., - Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures i , Design Flow(min.required) 33CJ gpd Calculated design flow gpd Design flow provided gpd Plan: Date Number of sheets 1 Revision Date Title �` :c- e-ac Cly'N. Description of Soil(s) 5c on 00.tM� �Ock lu n/1 ft t nc ' i•�tvt Soil Evaluator Form No. N Name of Soil E aluator '12i Crc A Date of Evaluation M Il 12-011 DESCRIPTION OF REPAIRS OR ALTERATIONS "S �` CAAX o� 3Sr Ian. )C 3��; r IV r o ea'Llwn4 c MM in i . bioc�lX c c 'I es a e 4t r The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Boar d��f'H aP . + � �TN OF Signed 1_ \ Date Z-/a o Ibspe iotts JARD ,. GRADY FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 --_ ------r--,.. - ---,..--,-,. -----.-_,---------------...s�__ No. THE COMMONWEALTH OF MASSACHUSETTS' FEE (� v l�h/� BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System ! The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired ,Upgraded( ),Abandoned( ) by: w i N��;�12r Z at • has been installed in accordance with the provisions of 310 CM 5.O 1Q (Title 5)+and the approved design plans/as-built plans relating to application No7 th- ldated /d/ 4 / Approved Design Flow (gpd) Installer Designer: Inspector e The issuance of this certificate shall not be construed as.a guarantee that the system will function as designed. r FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No.(J011—J9-7 THE COMMONWEALTH OF MASSACHUSETTS FEE A &Lr�16kQ BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Const t (/ ) epair ( Upgradde Abandon ( ) an individual sewage disposal system at •- " �/�� J as described . tit. �. •., � ...� t _ in-the application for Disposal System Construction Permit No f� dated 14 c�h Provided: Construction shall be completed within three years of the date of this pe• 't"`.1 ca conditions must be met. Date 1 L � /S� Board of Heak 1 . j FORM 2 - DSCP DEP APPROVED FORM 5/96 t r� FORM 1255 (REV,5/96) ` H&W HOBBS&WARREN PUBLISHERS- BOSTON t ; i „ , r TRANS.NO.: CITY/TOWN: APPLICANT: oa Cc, ADDRESS: Z DESIGN FLOW: q q o gpd REVIEWED BY: o CAA- r DATE: [Z-366A N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] V Plan proper scale?(1"=40' for plot plans, 1"=20' or fewer for J components) 310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] V System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc..) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR ✓ 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(0] daily floe septic tank capacity (required andprovided) soil absorption system (required andprovided) whether system designed for garbage grindet J North arrow 310 CMR 15.220(4)(g)] J Existing and ro osed contours [310 CMR 15.220(4)( .)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i V Location and date of percolation tests (performed at proper ✓ elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator [310 CMR 15.220(4)(')] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address 1��- � Q � Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve / unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405 1 k Test hole adequate to demonstrate four feet of suitable material? IJ [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] Benchmark within 50-75' of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR 15.000]1 ..: System components not>36" deep(unless Local Upgrade Approval or LUA requested) [310 CMR 15.405 1(b)] Address I �Z—�( 2r ��. Sheet 2 of 7 r r r r N/A OK NO SEPTIC TAN T Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] r/ Outlet tee 14" or 14" +5"per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter 310 CMR. 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15228 1 Separation between inlet and outlet tees(no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers / on all openings and on the d-box) [310 CMR. 15.2228(1)and 310 V CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - J middle access at least 8" (b 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<I000gpd, J two fors stems>1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources [310 CMR. 15.211] 1Q�96CfjYit3 fc€ �d@�Yfl�' '�I!) ' §'s '4' '' aE sr Required when other than single-family dwelling or flow>1000 J d 310 CMR. 15.223 1 b First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] fluff pipe through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address l�Z �� 1'�\Q l�— Sheet 3 of 7 r N/A OK NO BUII:DING SEWER AND OTHER PIPING '" 3- Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and ✓ sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided? 310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches .J and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 J CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) DISTRIBUTIWBOX' Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 .., CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] - Inside-:nini-mui, -dimension�1.2': 3 tO--CMR 15.2322r2 (b)- :,: x. Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd J 310 CMR 15.232(3)(d)] PUMP CHAMBERS , a ka 3 rg tr� ` " Capacity (emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.21 1 same as septic tanks Watertight 20-in minium access manhole at least 20" MUST BE J TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, ! disconnects accessible) �1 Alarm floats- alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.23 1 6 and 8 Stable Compacted Base 310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address Z K 'Q�6�� Sheet 4 of 7 1 • 1 ♦ 1 N/A OK NO SOIL ABSORPTION SYSTEMS(SASYGENERAL Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] J Required separation togroundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided?(system under driveway or >W' dee 310 CMR 15.241] Inspection ports specified and within 3"final grade? [31.0 CMR 15.240(13)] Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] GALLERIES,PITS,CHAMBERS `310 CMR 15.253 ; Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be tograde) [310 CMR 15.253(2)] Aggregate 1'minimum- 4'maximum. [310 CMR 15.253 1 b r/ 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet eve 40 s . ft. 310 CMR 15.253 6 TRENCHES 3104 ry C. S m �I Width T minimum 3' maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length 310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever eater 3x if reserve between trenches 310 CMR 251 1 d r; Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] Ij BED SAS:"(1Glaz mum size 6f6edl;or field°500b`` minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 J CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. 310 CMR 15.252 2 Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address J�� 1 e_ Sheet 5 of 7 N/A OK NO DID THE PLAN•INVOLVE ' P ' : .w r Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)) Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to J scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by ✓ designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer r310 CMR 15.255 2 a Side slope not exceed 3:1 ? [310 CMR 15.255(2)] U Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. J recommended) [310 CMR 15.255 2 e Gravel[ess System A°A �;.roval Leders !I/ Itr Check DEP Approval letters for credits and design conditions J If used with pressure dosing do not allow pressure discharge / to scour soil interface ^/ r: �:3. ldt:i°eSe S Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for J perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 J 4 RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 / CMR 15.414] Address 1� z��1�1 a1 c� Sheet 6 of 7 N/A OK NO Nitrogen Sensitive A"real Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 -also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? J 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR J 15.216 1 x Miscelldneous?`� �,•- � � �- �� ' " ' `- � ,.., �� Pumping to septic tank? 310 CMR 15.229 Shared System 310 CMR 15.290 .'•:w:rxze•:a-,....a.aan... rc s.:yc:.. ... :.,...�;.i.:rsrx_^.^gr...x�G'e._ ....,i..•,.:w...,....w -e.z..�.a..�¢,rc:...:r•-src�y .. -., n_?e,.s.�e._.. ..r..�:?a.r.:'.r+.:�•.fci>.4:r:."''^........b..:.:.:a;e ..,eaG.rv._,.,;t;.a.�^:�ta;swr._.:'>—.rt-e Address I Z— K �L Sheet 7 of 7 GRADY CO 'NSLILTIN'G ,� . Registered Professionol Civil Engineers r January 11 2012 � - .Barnstable Board of Health: 'Health Department 200 Main Street Hyannis, MA'02601 RE: As=built Certification=#132 Kettlehole Road Dear Board Members: We hereby certify that we have inspected'the septic,system at the above referenced.'address , and the-system has been constructed in compliaiice with'310 CMR 15'.000,-the-approved. design plans and all local requirements, and that any changes to the design plans have been reflected on the enclosed as-built plans.Enclosed please find two,copies of the as-built plan...., If you have,any.questions please do nothesitate to call . , Sincerely, GRADY CONSOLT.ING,.L L C: :: 2 .. �SN OF Mqs �o RICHARDJ. oyGN Richard, 6RA�YCn y No..38072 -Principal Engineer _ j �. RFGISTEREO � , CNI�� cc: Estate of Josephine Bonarrigo " Christopher Smith 21 Candice Street Clinton,.MA 01510 -; HAGC\201 All-171Wbuilt ceit.doc - "r3, r 71'Evergreen Street, Suite'l •;Kingston,MA 02364 • Tel (781)585=23.00 • Fax,.(781)585-2378 Town of Barnstable r Regulatory Services ti Thomas F. Geiler,Director BARN3rABLE, Public Health Division y MASS. g �Ar i639. s Thomas McKean,Director FD MA'S 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: / // Z o/2 Sewage Permit# Assessor's Map/Parcel /0 9 3S Installer&Designer Certification Form Designer: 6a4 160")S,,11,-n9 L. L.G. Installer: 'FQlehZ user Al l Address: -7/ �yP�,��g S>` Sji,4, Z Address: 7 aza 0 ,3 14 Z)r'i t� 4-1,12CIS IW A4A oz3(�y 0/lis_'on,M, .4 e3/7 q4 On was issued a permit to install a (date) (installer) septic system at 13z 10oad based on a design drawn by (address) ICh�rG� Girudu , Gir�� l�nr�/�:dru dated Svc 2_3. Zo / 2viS ZS/ ZG esigne __ZI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected d the soils were found satisfactory. ZH OF�S RICHARDJ. tiG (Installer's Signature) GRADY No.38072 o�SS��FC/STEREO ( esigner's ig ture) (Affix Designer's Stam 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. gAoffice formsWesignercertification form.doc i I r � r - _ - . E � � � �.�. s�..7 t� � • w _ • i Y"�i� s s �i� �'�i �# is +'�,+ ! i - - _ ,_ �. .ter• i N - �iY. 4 ':'A' • Ali _ i �• •'. M'G•.. ,y •- �: :frt: :� a �� ra r .�• ,�, _, i� M +mot: 4�� .; � !a 0 t: _d.LR � ,,' �" -r' �@ � � ". i . S v r • � — b � e " 7 '� +� �-�,� ire ' ..+1.. � - - •i - ''�..a •. - '�e - f- [. •- #� E. ��•._.z--.: ::.v• "JJI e _ - _. 15 }."- :: !::''.fi a,.R m__ �. p,.-...._.,a. *. s s p dtw, Off. the _ r . SrnOi la L . t :o `he O 6f o 0 page Meta lie� v Retry Of; edw iat Book' p 296# Joe., � ern rti y 2; 2Q 'W _,bc.r OeAth•wrtifieat . _ �v pry�}� �( j. Q.. �p .Q:�� bsepliYii'67'`�vl4i/Ll y e .No.BAI IP0 791.F';. Z. or the of Josephine"300, , r ,S,• ^.n U I-to i ho sb- K S M&kh , ,Smoutor of,the r-a4ba hi on r o W tthrough. e ,•to-'be Oy POMOD . 600 mme(s) I's Weed O&:thy p din 'or ,taWed; -_ +eO aMl 0 Wes- - ; � r d this} � . :;4X . ¢�� ► - ei i a_ a � uEH17 Pb16Y!� -eel .i d+�g b lits OPM01"ADIV volwo"ok ibis vi JXWOL . : _ arfi e.. T `R f Y No.- -I- -- Fee------ BOARD -------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[icationArVell Con0ructioni9ermit Application is herb ade for ermit to Construct ), Alter ( ), or Repair ( )an individual Well at: PP /� Y� � P �� P Location — Address —� Assesso s Map and Parcel Owner Address //°'_ �'p ' , _------ ��rl�------------------------------ ------------------------------- Installer — Driller Address Type of_ Dwelling - ------------------------------------------------- Other - Type of Building--------------------------- No. of Persons_------------------------_ 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 ertificate of Compliance has been issued by the Board of Health. Signed - --- - ---- ----1 Me - Application Approved By kG 0 date Application Disapproved for the following reasons:-------------------- ------ ----- ----- date Permit No. �'00 t y`r _— Issued------------ ---------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TOO CERTIFY, That the Indiviid�uaal We 1 Constructe ), Altered ( ), or Repaired ( ) Installer —_—_----- ---_- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prot ction Regulation as described in the application for Well Construction Permit No. 14-0/_Yr Dated�/4Y. 0�--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- —- - Inspector---------_— —------ No. --------- - - ---�-- Fee--------- BOARD OF HEALTH TOWN OF' BARNSTABLE ��[ cation,�or�erC �Con�truction�ermit Application is hereby made fora permit to Construct ), Alter ( ), or Re air,( )an in Well at: t - Locahon =:"Address Assessors Map and Parcel " 46 Owner /Ad�/re�ss ---- /�C -ZZ/� -ee -------- -------- ----FJf/� ------ --------------------- '- Installer — Driller Address TYPe of Building Dwellin l 14 g--- -- - Other - Type of Building —------- No. of Type of Well--- Capacity Purpose of Well---- { Agreement: Ste- :%cw��► 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 ertificate of Compliance has been issued by the Board of Health. Signed - dt Application Approved By 1 date Application Disapproved for the following reasons: ate Permit No. Issued. ZDO l- �l� -- -------------- ----- ----- ---— ----- - - ---- — r date .ee9i►aaiTitaeeasy�ti!.�aw.�o..r +!ifa..ia�s.t..aeye4�gbeeTs_4Tseasa.:4aaear..,raav4'sasor4��a4Fasr kseaaaseasr@i�.aasa'aeec,�es�ssasaecsaaarts!nxawaxa<r�asiaasaeara ess4Tsrass�nma�aa - A ,,.. BOARD OF HEALTH TOWN. 'Of BAR"NSTABLE .. C ertif sate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructe f ), Altered ( ) or Repaired ( ) Installer has been installed in accordance with the provisions of the Town-of Barnstable Board of Health Private Well Prot ction Regulation as described in the application for Well Construction Permit No. (,✓ZU�/- ��' U� _ - --Dated— THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE.CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. , F DATE------ - — Inspector---------------- —- -- '_31+M.'9s5ia'� ±-•!�e}�'m4�ae±u'Fawi!!'iPA'1Kri�6as!'3{'YGNq$StM,al7L..:SaaiiwZ.iwix�xeoti493aei�a!'Yt9rR3�a'Ee ReialFa�LlrOS1A4w/!il4+Ji�s]!i1!aHiTaTaCae aaaese4eaSae6?4etSataea�Y;.3?Yeae2'E:"rTaAi Pa'Pt44"i^� BOARD OF HEALTH TOWN OF BARNSTABLE Well Con5truct ion Permit No. Fee 'S--- Permission is hereby grantedto Construct ( ), Alter ( )', or Repair ( .) an Individual Well at: , No. Street as shown on the application for'a Well Construction Permit No._ (A,) y�' Dated ---- Z ---- --------------------- 14-L710 7 1G e) Board of Fclth DATE —_ R. A. Bousfield Backhoe Service 17 Burbank StreetOA Sandwich, Massachusetts 02563 !lame.k S,;Q U,0 ee e,,!� /20 r> Sewer Permit No. 3Z Location: �_� ao �Pt//e No •c �i �v e "7 s,7--,Og6/e Builder's Name and Address g r R Date Permit Issued: /I- /1- 7 4_ Date Compliance Issued: Del art (*V-, ,v b5Er j 4 No......................... ...... THE COMMONWEALTH OF MASSACHUSETTS / Z 3 BOARD OF HEALTH .............OF...... — -----------Aplifiration -for lliivviial 1Vu*rk'.s' Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ................................ ................................................. .............. Location-Address or Lot No. ....................................................... ....... Owner Address ..................................................... ....... ........ .................................... Installer Address Type of Building Size Lot......... 0 Sq. feet U .0----0--------- Dwelling—No. of Bedrooms---------'-;�..............................Expansion Attic Garbage Grinder (7—) Other—Type of Building ---------------------------- No. of persons........ Showers Cafeteria ................... Otherfixtures ----- ------------------------------------------------------------------------------------------------------------------------------------------- Design Flow..................... .....................gallons per person per day. Total daily flow----4AP.........................-,_gallons. r4 Septic Tank—Liquid capacitv_�Tq!.gallons Length...._._.._._. Widtli....4......... Diameter__.. .......... Depth---------------- Disposal Trench—No_--------------------- Width_.........._........ Total Length___.-__._........... Total leaching area....................sq. f t. Seepage Pit No.._.___ ....... Diameter_______ ---------- Depth below inlet-... ............ Total leaching-area....... ----------sq. f t. .- ** a ,f Other Distribution box (r� Dosing tank Percolation Test Results Performed by----------- .............................................................. Date---_------------------- -------------- Test Pit No. 1----------------minutesperinch Depth of Test Pit................._.. Depth to -round water-----------------_---- f4 Test Pit No. 2................minutes per inch Depth of Test Pit---._............... Depth to ground water--.--.-..-__--._-_-_--. R; .......---------------------------------------------------------------------------............................................ ........................ 0 Description of Soil------ ...................................................6P�_?--------------------------------------------------------------------------------------- --------------------------- ------------- U ........... ....................... �/-------------------------------------------------------------------------- ---------------------_--------------------------------------------------------------------------------------------------------:--------------------------------------------------------............. 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 been issued b Y;e b o of health. Signed... ............... .................. ............. ----------- ....... ... Date ApplicationApproved By-- -- ---A--------------------------------------------------------------------------------- ----------------------- ---------------- Date Application Disapproved for the following reasons:................................................................................................................ ........................................__................................................................................................. ---------------------------------------------------------- Permit No. �-4 a ...... Issued.......�7-4 -7- 77 Date ........................................... - ------ _5�------------------------*------- Date ------------- -------------------------------------------------- - -- � N No. ........... FED.. .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /1__ . .........OF...... > r.C' ,¢SL-2—......................................... Appliration -for Btspoottl Works Tonitritrtion Vrrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ,v C TL c......- � �,.-�'•-°=.-�-----•.......................... ......... ......-------------- :. e6 .............. Location-Address or Lot No. f1D .-4..--- ....................................................... - ...// e - •---•.............................. .......A_`'?...... .......... Owner Address a _y ------------------------------------------ ....--- S ....... Installer IAddress UType of Building Size Lot...... _fj 0 0________Sq. feet .-� Dwelling—No. of Bedrooms..._.....�------------------------------Expansion Attic (v) Garbage Grinder () per, Other—Type of Building --------------------------- No. of persons...._...*�•_----:-.-___-_- Showers (A) — Cafeteria (�„) Q' Other fixtures ------------------------------•----••----------_----------------------- W Design Flow.................... ..0................gallons per person per day. Total daily flow----eA.0.............................gallons. WSeptic Tank—Liquid capacity_ZQQagallons Length........ ------ Width....A........ Diameter---------------- Depth-------------_ . x Disposal Trench—No. .................... Width-------------------- Total Length--_--__-_--__-_--. Total leaching area--------------.-----sq. ft. Seepage Pit No--------�-_--___ Diameter.......6--------- Depth below inlet-...,f............ Total leaching area..................sq. ft. z Other Distribution box (A_-� Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date---_.-----_---_._-.--------_------ Test Pit No. I................minutes per inch Depth of "Pest Pit.................... Depth to ground water_....._____-_-.--.--._. L14 Test Pit No. 2----------------minutes per inch Depth of Test Pit.--_----_-___-_- Depth to ground water----.._--_------.-_-.___ Ix ----•---------•-•-----------._------•----------- ........................................................................................................ 0 Description of Soil--------- -- - f -----------------•----------------•----------------------------------------------- W -- ------------------------------------ =J :............ w-----j'--....-r----•------r-..-.•s 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 X/I of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued�bh of health. Signed-- 4 ---- ---------_------------------ ----- Dalte Application Approved B ----•- ' Application Disappioved for the following reasons:----••------------------•----------------------•-----......._...._..----•---------•---•----.Date......------.. -------------------------•-- ------------......------------•---....---------•-----...----•----------------••----••-•-------•---•--- --------...----•-•---------------•------•-----------•-••-•----- Date Permito.N ---=.1�.. ........................................... Issued........................................................ I Date t f T f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I QIrdifiratr of f.Tomplittnrr TH ISw. TO C TIFY, That the Individual Sewage Disposal System constructed ( �or Repaired ( ) by...... / �' Installer _ at.............................•...........L(..... / ------------------------- has been installed in accordance with the provisions of Article XI of The State Sanitary Code a desc ibed in the application for Disposal Works Construction Permit No.--_-_-_-5_.y. ..................... dated.-------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. p DATE............. ---------• .......... •t �.....------------.... Inspector---------------- -------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH !i..................OF....../��. }LN...S1/ ................................. No. �i��o�ttl ork� �on�trnrtioat rrntit ��Ir ----- �t c Permission is hereby granted--------- -------- - �-=�----�----------------------------..:..-----------...---------...------------------------•---- to Construct ( J'or Repair ( ) an Individual Sew a e Disposal System at No.--� o� --------- fir!',rj�' .........�t/�r .............................t �� .!�/�� ;r ��>�4 ��' - ----------------- -- Street as shown on the application for Disposal Works Construction Permit No...15L.....10--- Dated------------------------------------------ DATE_ "�f Board of Health (g FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 4-4- -t- -..;. , L-.L.., , .� }.- .t -• --{-1--f-- ...4_. _L T_ r _t .._._ 4- .+. {. ..�... 4 1. -117 _ a. .+. - 'rs 1 .+-1--a . .+ i. i _..- .� F..1 i ' •--v _ L .� , .�---i--r -+- ,. _ -...�_. -.-t + +� _ ,...+ .i.._F-r_.-!__.}._..---�.--F-...t..{_.j-..1_.}.. .J.._..-4--1. , a { r L .. .» .- •"• ` . II ., a- « - - A : r • 1 4 L i. y ! ..-1 ,. Y -} - +--{ ' ,_ rr a IF - - "If + j 16 AL. 4C- f';l .�•+ ,tom �,.�0 1�yam[ . i -_.+--�-f-- --J. t c� � ,°T �,,,y��°�N •t� �� 'tisJ. �� y,�/� 'k^! VCN' t .. �. � {.�� +.�. ' ��: Y / I ; �, �'ilia(:11 cC +- �'�' �✓L"8�,w�� i`� 5F� _ a r I. � i i.,i �_� I ra '�tc•P4 • �J ALA1V W. JONES & ASSOCIATES x v x CONSULTING•ENGINEERS t 4` CARLETON DRIVE e a' •s t h f ` e r EAST SA NDWICH,-MASS,'02537 e TELEPHONE 888-3154 �4 s r. r t " �I �t • •r...• ^x - { TEST FIT PERCOLATIoN TES' .. ° :aw+�1_J•tug t�i9t ar.rw,rove J..�7. . .w..►,..r�.., }' -.. .r ,y ;. . ar Tot -Savers Co. a r>,c., Persmnnerl Present-s, Paul P4 BoxMurray x 899`: Charles =,Merriam ` Sandwich, Mass. , Aian ' Jones ' ; I 1 1 ..Re& L€�t #20 Test. Locati•oh 190 into lot= from' `Kettlehold Rd. •1ayout Y. Barnstable, .M ss. t' `;'` . k �. Y. _ �4 1I64 i'Grou d su face .�'��rs � �Y j• .'� !r �f�° {7,+. � ��*t F �'�'�F'+ ?. �1s•. ",f� .. art n f�X� � �` a. - � x� Firm medium, yet low •sand .and brown_ Clay J.• i,, Avle F Gin-c- ia`1�.�.. li hate� �. b. t. �1 } R - _ •. J f t '- n l ,.dro i ri.'1eSs .than mill. #0" .. . . ' ,a Loose#"'mbdium to Co�.rsje t a yellow sand P�ZN QF MR,6 t J z Jof ` `° w No Iwater er�cauntered ,V ST T` r. ��G�. ^ rb - aier� levels indicated if- apy, are. those observed when test pit was +W excavated and do not necessarily represent permanent gtound, water levels 'rI.4A:.►M--:trx� # 331 ;late: N n egiber 5, �91 To: Sa J ery !•ompany ? tt 6A 6aT dw.ich, Ifl ass. 02563 On the basis of a sanitary survey and a laboratory examination on the samplo ofwater taken from a . . . . . . t'rell . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . , . located on the premises of . . . . . 5avery ,qO.R?su3Y. . . . . . . . . . .. . . . . . . . . . . . . . . . , . . . � . . . , located et. . .T.nt 2Z 2nai.1. Vi-ew P.",. Est Ba atabl a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . on. . . . . . . . . .xc e 4ee A,. a.R7A . . . . . . . . . . . . . . .this supply is approved for domestic purposes at the time the examination was made. If you wish further information regarding this supply, please contact us at the County Court House, Barnstable, Massachusetts (Tel: 362-2511 Ext. 331) and we will be glad to assist you in any way possible. Si e . . . . . . . .! r . Public Health Sanitarian 9/21/76 500 r AsBuilt Page 1 of 1 R. A. Bousfield Backhoe Service 17 Burbank Street [1 S/ Sandwich,Massachusetts Vf ' ' ('A 02563 DPP io9 —03 7� Sewer Permit No. o �t 1 3 2 Location: _.�p.I—_-70— Builder'a Name and Address^ sl-fav e-2,se v 0 � .rTP c-Z,k. Date Permit Issued:_ J! a�- 7Nip ¢- � Date Compliance Issued: l?c� I � 3 Y/ bccr �(rf(c 7`AKk N http://issgl2/intranet/propdata/prebuilt.aspx?mappar=109035&seq=1 8/31/2011 No.---- Fee------ -------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rIftl Cori.9truct ion Permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair Kan individual Well at: -q9--PJ,-- 'n__ --------------------------------------------------------------------------------------------- Location — Address Assessors Map and Parcel o Owner Address s n e�e c __1 �1L- - $- �a 1 =1�[ �f 1�---�'�nd__-ww kj Installer — Driller Address Type of Building Dwelling------------------------------------------------------------ Other - Type of Building No. of Persons------------------------------------------------------- Typeof Well-- -- ------------------------------------------------------- Capacity------------------------------------------------------------------------ Purpose of Well ---k r/: 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 C--grti ' ate of Com7c-L ' nce has been issued by the Board of Health. / Signe -- - te d �� -, Application Approved B � date Application Disapproved for the following reasons:-------------- —-------------------------------------------------------------------- date Permit No.- - - - --------- Issued date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well C struGcted ( ), Altered ( ), or Repaired ( ) ----- -------------------------------- Installer y�� jj�� Q� at-------_13 ,- 7?I_' h1)1f 1 1i--)--- �KL = � c1 - - - - --- ------------------ 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------------------------------------------------------------------- 2 N o Fee-----------`-�- r-�-- .-------------------- BOARD OF 1;!�ALTH -) TOWN OF BARNSTABLE 1 01pprication-*rIftl Con9truct ion Permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: -,-1_dL_6__6=ram ---------------- -- Location — Address Assessors Map and Parcel , a1j1 '----------------- Owner Q Address w ------------- e Installer — Driller Address Type of Building Other - Type of Building ----------- No. of Persons-----------------------------___-______---___ Type of Well------ 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 Grtificate of Compli nce has been issued by the Board of Health. ySigned-- Z�rl_6acl/7420_'vn -C- '�"t=� ------ � date (// lrl/ Application Approved B � �� ------- ------------------- ' date Y Application Disapproved for the following reasons: Gj date Permit No.------s- -! - ----------------- Issued----------- ��% date ' d ,;BOARD OFHEALTH r TOWN ` OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed.( ), Altered ( ), or,Repaired ( ) bY- -- - -- -- - ell - -_' ) &�/=-.------------------------------------— — -- - -- - '/ 1 Installer 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. - � -f�-----Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------- ----- ------------------------------- Inspector-- -__ _-_ ---------- -------------------- BOARD OF HEALTH TOWN OF BARNSTABLE-0 -� . 4 Vern Con5tructionvermit 1 �-- 1 -- No. sy-�r-----r---- Fee----=�-°��-----�- Permission is hereby granted------- - ------- �J-I"l�//�?_l�------------------------------------------------------- to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at. U No. ---------------- -It)= 3------------------- ---- --------------------------- Street as shown on the application for a Well Construction Permit r No. i`) -- Dated--------- /�`_ ---— —-- -- Board of Health DATE----- -Y/ i-------- - -- --------- SEPTIC SYSTEM AS-BUILT #132 KETTLEHOLE ROAD WEST BARNSTABLE, MASSACHUSETTS ELEVATIONS INSTALLER: TOP OF FOUNDATION =80 J5 RODENHISER EXCAVATING SEPTIC TANK IN =70.6- 70 BATZAK DRIVE SEPTIC TANK OUT =70.J! HOLLISTON, MA 01746 D-BOX IN =51.82 D-BOX OUT =51.65 TOP OF CHAMBER =51 .51 / / = ASSE-SSORS�DOT 109-35 _ /L OT AAY-A = 39,.0001-S.f / POLY BARRIER, % INSPECTION SORTS-, 78OX 0A 10356 VENT� � � 74.88 — _= ----- 2.OA yQ i 1 5.O 98.0E - - - - - 5 LONG X 13' WIDE- 16" DEEP LEACHING CHAMBER SYSTEM �� \ / - — IN BED CONFIGURAT1bN-WITH 4,-RO-INS OF —6� — — — / — — -- — — -- -- — — — 7-ADS_ ARC 36 HIGH CAPACiV BIODIFFUSER- , — — — I - --20- LOADING) _ 000 %iL � SEPTIC-TANK EX15TINc BENCHMARK MARK` — _ DECK _ ` j STAKE AND NAIL 6 �2� �,� ESE AT-10N = 72.43 25 D (N.6 Y9-. , EXISTING DWELLING IIJ2. i - TOP OF FOUNDATION EL,= 80 J5 TOP OF SLAB EL.= 73.02 \ BENCHMA — 25.3B—� — - 7� CONCRETE BOUND 19.7D — — WITH DRILL-HOLC _ ELEVATION = 77. 9 \ ,(N.N.G.V.O.) EXIST STONE WALL - I CB OH FND 1 ( \ \ �HOF I -RlsG J. GRADY ai - W I \Idwo — — — -- — 160.00' 518'3445E FZ1STING EDGE OF PAVEMENT \ KETTLEHOLE\ ROAD 20 20 D Scale 1" = 20' GRADY CONSULTING, L.L.C. 1* ♦ Registered Professional Civil Engineers Applicont\Owner ESTATE OF JOSEPHINE BONARRIGO 71 EVERGREEN STREET JANUARY 11, 2012 CHRISTOPHER SMITH KINGSTON, MA 02364 21 CANDICE STREET Tel. (781)585-2300 SCALE: 1" = 20' JOB N0. 11-171 CLINTON, MA 01510 Fox. (781) 585-2378 i SEPTIC SYSTEM AS-BUILT #132 KETTLEHOLE ROAD WEST BARNSTABLE, MASSACHUSETTS ELEVATIONS INSTALLER: TOP OF.FOUNDATION =80.J5 RODENHISER EXCAVATING - SEPTIC TANK IN =70.6Y- 70 BATZAK DRIVE Vt SEPTIC TANK OUT =70.J! HOLLISTON, MA 01746 D-BOX IN =51 .82 , D-BOX OUT =51.65 \ \ \ \ TOP OF CHAMBER =51.51 { ASSESYSORS-,OT 109-35 \ L OT AREA = 39,.000'S.F. \ 4,G -MIL. - - POJXXBARRIER INSPECTION FOR-TS� \ \ BOX 78.OA ; , - -103.513 VENT \ - - - 4 �96 74.8a = ` 82.OA yQ 62.5C 5 L 71.66 — � _ �h 'A hl \ 98.06 _ tK - - - - - - 5' LO' X 13 WIDE- - - - - ' - -- \ �� \ \ X 1_C-DEEP LEACHING CHAMBER SYSTEM \ \ IN BED CONFQRATION,WITH 4,ROWS-OF 7-ADS- ARC 36 IAGH CAPACITY BIODIFFUSER \ \ \ / — - - - \ ` � GOO-GAL ' _ _ r- �� \-- _ -� ___ - - •-4 - F#A H LAIN / — — — — — — \ SEPTIC 7A1C11(— — — EXISTING BENCHMARK - DECK _4� STAKE AND NAIL \ EZEVATIQN. = 72.43 r . - 25.61) - _ (N.G-YD-)19.413 , EXISTING DWELLING IIJ2 TOP OF FOUNDATION EL.= 80.35 - - \ - - - TOP OF SLAB EL.= 73.02 \ - ENCHMAh�K 25.36 - - CONCRETE BOUND 19.7/D - - N WITH DRILL-HOLF LtIL TION = 77. - - EXIST. STONE WALL ;(N.G.VD.) \ CB/DH (FND) \ \ �ySHOF ZI \ —RICHARD 3 J. � \' I \ GRADY v, vk \ No.38072 O - - - - - - 160.00' 518'3445E — EX/STING EDGE OF PAVEMENT \ KETTLEHOLE\ ROAD \ 20 0. . • 20 Scale I" = 20' GRADY CONSULTING, L.L.C. ♦ Registered Professional Civil Engineers Applicont\Owner ESTATE OF JOSEPHINE BONARRIGO 71- EVERGREEN STREET JANUARY 11, 2012 CHRISTOPHER SMITH KINGSTON, MA 02364 21 CANDICE STREET Tel. (781)585-2300 SCALE: 1" = 20' JOB N0. 11-171 , CLINTON, MA 01510. Fox. (781) 585-2378 INSTALL CAST IRON ACCESS COVER ._w,..-__..._......-. OUTLET DISTRIBUTION`LINES �- - .. _ _,w�-�- ._."®✓�� - „" ,_tl.,.. .w.__-� ADS 16" ARC 36 HIGH CAPACITY PROVIDE"RISERS & COVERS FLUSH WITH FINISH GRADE SHALL BE LEVEL FOR THE EXISTING GRADE BIODIFFUSER CHAMBER 1 I � ." ,,� ,° -.._.- \�, .• '\ PROPOSED GRADE WITHIN OF FINISH GRADE „ PROPOSED R ENT EL. 80.35 FIRST TWO FEET INSPECTION 12 MIN +52.0 PORT 52.0+ I x76.0 x73.9 PVC TEE ( ) ,\ M +54.0 +58 3 AX ) , a i tl I r \ ,,,,.. . ,,. \ .,. ., .. .. .\ � ,.\ ..�,,... �{ „ \ Z. \ \ .\.... ..,,\. . ° EXISTING OUTLET PIPE ,< .� <.. 1 � \✓�'i��%� .� �,;>�,;.��,�n,' •,, , � ,.,. `�,, � r-•t,..k..` r„t, .-,a . r � !! r - ' -- .;,.1I�1,._��1� � � �-: -' -.. _;� �, Grf I I " �\\.ta`� ,�c G�'��.G%��' - "r UNDER SLAB --�----�--�--- 9�PVC �:,, - ---------------- I BREAKOUT EL.=51.00 1 11 -------------- -- ' r r ` �4. C �'pr.., "`, ,r {�('`, " % i��e'n ''.' r.:J >A: IS- yt }�f ..�I� ,}; FI��W I I N - i^ S`-d eiV "�'.'�J" 3• °. ll �k _______ " 4 .3 ,�,a, .. J e :� ) t „ ' r '+•, dPVC EL.51.00 r: ryasU V-•� w - EL.70.65t I I I 1 -._ e e a e e MI r„ . �{1 _- ��...��l��M .Im, -�;,�1�=.�_k � NOTE I I " ELTYP) .5 .85 o CONTRACTOR TO VERIFY ELEVATION EL.50.65 ti ,�1( .." :, , r ; 3 ' : 13.0 (4 ROWS OF CHAMBERS) 5.0 I_ �.. ;, .,, ' --- JI 6 CRUSHED _rC R f. __ , a. OF EXISTING OUTLET PIPE PRIOR r _ -- _ EL. ,. . . , �. / 6- . _ PROPOSED 40MIL EL. 49.67 STONE �, , r ;,•, 3 , ,,. ,, r.Fa, „e,/ POLY BARRIER TO SETTING SYSTEM COMPONENTS. BETA/N EXI,ST/NG r M '"►► � � :h"`° . r `IN,ti" Y` ' / ` * TOP EL.=51.0 1000 GALLON SEPTIC TANK ,� I � � � ?7 POLY BARRIER SHALL EXTEND AT LEAST ONE FOOT INTO THE EXISTING GRADE PROPOSED 35 7-CHAMBERS ROW) ;r- 'r a BOT EL.=48.0 . E ,d �'tr f` » NOTE: INSPECT TEES & ! 16 ARC 36 HIGH CAPACITY BIODIFFUSER CHAMBER BED X-S ECTI 0 N REPLACE IF NECESSARY USE: 1-35' LONG x 13' WIDE x 16" DEEP AGGREGATE ,o' MIN. Z FREE LEACHING CHAMBER SYSTEM IN BED _ c 20 MIN. T'0 BLDG 10 MIN. TO SLAB o 0 r < I , � � r CONFIGURATION WITH 4 ROWS OF 7 - ADS ARC 36 "' f`'" r , I v :r NOT TO SCALE t i y4 tlA I ar-`� �, �,"`w `'ate '�'rJ� �°�,= ,.�� .. F�w�� x,�'�•f' � .,,, HIGH CAPACITY BIODIFFUSERS H-20 LOADING) GROUNDWATER EL. 36.59 1 =, rya ✓�a.r �.r-,,�� . �✓/ �/ CERTIFICATION SUBSURFACE SEWAGE DISPOSAL S I STEM (ASSUMED NONE ENCOUNTERED) I CERTIFY THAT ON MAY 7, 1996 1 HAVE PASSED THE SOIL EVALUATOR PVC SCREW-TYPE CAP CONTROL VALVE BOX I LOCATION MAP (NOT TO SCALE) EXAMINATION APPROVED BY THE DEPARTMENT ENVIRONMENTAL PROTECTION WITH-IN 3 INCHES (NOT TO SCALE) I AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH OF FINISH GRADE FINISH GRADIE THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 4"0 PVC SCH 4C SEPTIC DESIGN (NOT DESIGNED FOR GARBAGE GRINDER) A 4s%64 � �� SOLID PIPE 1. DESIGN DAILY FLOW: 3 BR. x 110 GPD = 330 GPD FiA� LEACHING. CHAMBER o-. RI H GRADY, Pik.- J. DATE ____- I --.- -_:_ 2. SEPTIC TANK: 330 GPD x 2 660 GAL. RETAIN EXISTING 1000 GALLON TANK � �n M'y°9$ . 3. 'LEACHING CHAMBERS: P.R. =2 MIN IN CLASS LONG x 13 WIDE x 16 DEEP LEACHING CHAMBER SYSTEM IN BED BALCONY - - CONFIGURATION WITH 28 - 5.0' LONG ADS ARC 36 HIGH CAPACITY BIODIFFUSER USE: 35 R ••'• ASSESSORS LOT 109-35 BEDROOM -- - LEACHING CHAMBERS IN 4 ROWS OF 7. LOT ARE4 = 39,000E sF INSPECTION P TITLE V BATH PORT DETAIL (PER MODIFIED CERTIFICATION FOR GENERAL USE DESIGN STANDARD ITEM 9.) CLOSET NOT TO SCALE EFFECTIVE LEACHING AREA = 4.80 SF/LF '•• WF PROPOSED AREA: 140 LF x 4.80 SF\LF = 672 S.F. �o�� ,1 BEDROOM CAPACITY: 672 S.F. x 0.74 GPD/S.F. = 497 > 330 GPD(D.D.F.) ' ,�' �� .• .�,`` ��' WF TOP VIEW WETLAND • • 2ND FLOOR SEPTIC NOTES / _`UPG4N0• • . . . . . . , • 11�,1'' 1 ' 11��11�,1111' . % •� ` �� -' �' � ` `�-`- -- - 26 DECK 1. PROPERTYLINE DATA FROM "TRAILVIEW A SUBDIVISION IN BARNSTABLE, MASS., OWNED BY BEDROOM - o SEA-LAKE CORP., SCALE 1"=100', OCTOBER 23, 1975, EWALD ENG. CO., INC." ` \ w 8.. - ----_ '28_. CL RECORDED WITH SAID BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 301, PAGE BATH Y FAMILY 2. TOPOGRAPHIC SURVEY BY GRADY CONSULTING AUGUST 17, 2011. % __ 3. SOILS 30 ROOM GARAGE TESTING BY RICHARD GRADY, GRADY CONSULTING WITNESSED BY DONALD R. DESMARAIS f- ---- AUGUST 17, 2011. I _._ _ _ 3 4. CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF a I •`. �� --"� - _ DEN INSPECTION PORT CONSTRUCTION. 63.5" O BACKFILLING OF SYSTEM z I 5 NOTIFY TOWN AND GRADY CONSULTING PRIOR T I I ` - i��' ��-- '�"'- _' -'• 3O•:�yE7ZAND 1 ST FLOOR 60" 6. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPO SED SYSTEM BUFFS ZONE 7. T, :FEE �S...,1�T LOCATE �n� _,AAg ;,.;w, ,, , �O AQ!✓ ,r , r�OTECT,OPti ZONE il. 8. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MAR f ., KING TAPE OR A I FINISHED STORAGE 10.75" TO INVERT ,COMPARABLE MEANS IN ORDER THEM I I �. EXISTING y. ( ) TO LOCATE . .EM-ONCE BURIED (310 CMR 15.221(12) , WELL �2- �- r �- `, o '38 _ 9. NO STREAMS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHI N 100 FT OF T I ' j It 1I f� ' -" ' • �' j - ,o HE -- / . �`G �� ,,, ...:_��.�.,>,.�-. _ \ FINISHED PROPOSED SYSTEM, EXCEPT AS SHOWN.. r L-J / 1�i 4 _ ti STORAGE 10. THE SITE IS NOT LOCATED IN A FLOOD PLAIN SIDE VIEW DISTRICT.. � , ' �. � • � -- � PROPOSED-LIMIT OF �� 1 O - T.H.#4 `, - `` EXCAVATION ` -_ 16" EFFECTIVE 11. NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM. .- - ( -_ SEE� 1 12. A TWO I I r ' �, � r - ( `NOTE 2) _` - LEACHING AREA NCH LAYER OF 1/2 INCH DOUBLE WASHED STONE OR GEOTEXTILE FABRIC SHOULD 6 - �cci - -. - + ',. �r - -'"-` �� ` �2 UTILITIES (SF/LF) COVER THE BASE AGGREGATE IN ACCORDANCE WITH 310 CMR 15.247(2). -PROPOSED_40 MIL. - \�� POLY~ BARRIER 4.80 13. , EXCAVATE ALL MATERIAL (A,B,C1 LAYERS) 70 FINE-MEDIUM SAND C LAYER (66 /96 t), 5 �, ' ' -7• . _ -� _ `� BASEMENT SECTION VIEw ; AROUND SYSTEM. REPLACE WITH CLEAN COARSE SAND IN ACCORDANCEWITH 310 CMR O 1O r 4 l - --.__<___-. � . . .• �?��°` T.H.#3 -_, �. �, 100 {1%- 15.255 (3). EXCAVATION TO BE INSPECTED BY GRADY CONSULTING L.L.C. AND TOWN PRIOR I O "' �c'S L ,r Na".B R Z N _ UFFE 0 E - AR ; TO SOIL REPLACEMENT ' • C 36 H CAPA�C ITY I �2 PROPOSED- - '` T.H.#2 - - PqUPOSQ INSPECTION PORTS- FLOOR PLANS CHAMBER DETAIL (H - 20 LOADING% APPROXIMATE P %It _- `D Box __--~ - -�-- _ • .. � -� -, �,,\ - NOT To SCALE ERC . SAND VOLUME= 45 x 23 x [51.0-(46.5+40.5)/2] / 27 + 20% = 345E C.Y. �� NOT TO SCALE i i % � � _ PROPOSED 35 LONG X 1'3 VJLIDE �. -EXISTING LEACH/NG_ - 'f y �� _ - 54• _ X 16" DEEP LEACHING CHAMBER SYSTEM _ .2 _.. I �6_ P/T (PUMP--&FILL ---' .� - � 1�}MIM: 'IN--BED CONFIGURATION WITH 4 ROWS OF � � �� ._ -�_-__ -_ 7 ADS-ARC-36 HIGH CAPACITY-BIODIFFUSER REQUIRED INSPECTIONS ADS CHAMBER SYSTEM NOT -, - -' --LEACHING CHAMBERS--(H-20 LOADING) -_ I ` ""-� ,,: �:M,..," I --�-�� -LEACHING -�� ,,,.. I `.� CONNECT TO_-EXIST/NG PROPOSED' VENT -...... 52 1. AFTER EXCAVATION OF LEACHING AREA PRIOR TO) INSTALLING SAND. r I Y" __-~ = ___ - o _ I HIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH TH COMMONWEALTH OF-- _ =`��'' _ __ ,_ ,.�;�_- - '��'�"� -•-- _ 2. ' AFTER SYSTEM CONSTRUCTION PRIOR TO BACKFILLLING. ` G- y� _ - "~ 4"P!/C P/PE- - `` --- / _- ~ - -� �`�.��' PROPOSED TREELINf _ - _ 3. AFTER FINAL GRADING IS COMPLETED. MASS ETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION MODIFIED _ - - _ - �`�' -- _ (CONTRAC7_0R--TOtiER/fY , v - �'� ---_ -�0��-- - .\ _ �.� (ADDITIONAL INSPECTIONS MAY BE REQUIRED BY THE BOARD OF HEALTH �•ERTFCATON FOR GENERAL USE, PURSUANT TO TITLE V, 310 CMR 15.000, - „, 5 4 4000ON AND ELEYAT/ON} 11 2011.,,, iS ED J NUARY -,,,b-� ' ' J� �`.�; IVO STONE AROUND OR BELOW CHAMBERS IS REQUIRED. - 7'_ __--- .__ �i ERA � __ _ , \��•� -- oo -- - ------ � � _ SOIL LOGS % 13ACKFILL BIODIFFUSER CHAMBERS WITH ON SITE SAND SOIL OR CLEAN COARSE _I r ---- - ---_ V� -_- aAND IN ACCORDANCE WITH 310 CMR 15.255(3). T. # T.H # T.H MUST T Y ADVANCED DRAIN ' 77 _ - _ J INSTALLATION B AGE SYSTEM .._. .... _. .. 52.35 f NC.T I , 2 .#3 T H.#4 CONTRACTOR MU BE RAINED IN INS 51.81 49.87 48.59 6� _ _ rr �_ .- EL. EL. EL. EL I __ ` _ - . r 'EXISTING - '- i ` I r BENCHMARK „ „ CONTACT STEVE MINOR 207 240-5967 OR steve.minorc�Dads- I e com -> _ F _ .T DECK _ � .STAKE AND NAIL % - - _._i- I �' - N.GV.`L3 _ �` '' `� SANDY LOAM SANDY LOAM SANDY LOAM ( 51.68 LOAM 51.14 49.20 SANDY L 47.92 64 - ----__ -___w_-_ _-'`_- ..--�� •� .__---�''`�.--- i � I i', 132 I I � 1';` ..� f -..., ._ \��``\ _,.- ; g"-30" 8"-30" "_ „ "_ " � - - - ,EXSANG DWELLING # I a . 6 - ' 8 30 8 30 6 _ �._ _ "" _ -- EXISTING 1000.-GAIL." ,'`' -1;__ ' TdP Or FOUNDATION EL.= 80.35 -I _,_.._-._. . -_ - -, --_ ---•-SET'TiC TANK --q ,v, ; , s _ - - ,y __._ TOl OF SLAB EL.= 73.02 I , \. , . \ _ _ BENCHMARK 6�_-,-- SEPTIC REPAIR PLAN s � _ -- - - _ LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND I .-65 I -: y CONCRETE BOUND_ d' 49.85 49.31 47.37 -- - �� WITH DRILL HOLE I ~ 'r STONE'►4'ALL i __�� ELEYAj1UN-^ 77.59 i 7�� "- " PERC „ „ "_ „ 46.09 _ EXIST. - -W- (N.G.V.D)- 30 66 30 -72 30 84 # 13 2 KETTLEHOLE ROAD - p 72 C1 ®42"-60" C1 3 " " I - - ✓ �'- \ SANDY LOAM P.R`6 SANDY LOAM SANDY LOAM C1 WEST T I- S BA RNSTABLE, B LE MA APPROXIMATE-LOEATI N �-� MIN IN SSA , \ y a O CHU_ SETT _ � EX/STING WATER SERI/%C�- �,. O � ..,, _ �� (REMOVE) 45.81 (REMOVE) SANDY LOAM __.. - FX/Sj7 I I (REMOVE) 46.85 ' 76 �! _ F v- 42.87 (REMOVE) APPLICANT 0 \ �EX'J��/N , '� 4� _ " " " " PE 40.59 ESTATE OF JOSEPHINE BONARRIGO L a APPROXIMATE LOCATION -- 66 - 144 72 - 132 " " AUGUST 23 2011 L�-� WE, x `, ' -EXISTING UNDERGROUND 84 - 144 I �6, C2 C2 084"-102" g6"- 144" CHRISTOPHER SMITH REVISED: SEPTEMBER 28, 2011 ; ELECTRIe C2 P.R.=<2 SCALE: 1"=20' 21 CA_ NDICE STREET FlNE MED. I _ FINE-MED. FINE-MED. MIN IN C2 JOB NO. 11-171 I _ EX/STING GAS GATE ; / \ EXISTING SAND SAND CLINTON, MA 01510 z z 1r I t I SAND FINE-MED. _ \o `- WELL 'Q CB/D�FI _.., SAND f GRADY CONSULTING, (FND� � " 40.35 � „ 40.81 � " 37.87 � � 36.59 C , L.L.C. 36 D= 12 -0 D= 11 -0 D= 12 -0 D= 12 -0 R_198.74' 7.1T S18'34 45 - ` 160.00' S18' '45"E N18'34'45'�V 160.00' I 82_ - 71 Evergreen Street, Suite 1, Kings ton, MA 02364 20 0 20 40 i 60 - - -0 - - - - - -r- -i- - -I- - - - - _ NO NO No NO EXISTING EDGE OF PAVf_MENT i MOTTLING MOTTLING MOTTLING IMOTTLING Phone (781) 585-2300 Fox (781) 5852378 K4TTLE1J\*,OLE ROAD Scale 1 = 20' SHEET 1 OF 1