The URL can be used to link to this page

Home My WebLink About0060 WINFIELD LANE - Health )0 Winfield Way Osterville. 0 Excerpt from Board of Health Meeting Results on 8/21/12: I. Variance — Septic (New): A. Steve Wilson, Baxter Nye Engineering, representing Barbara Rosiello, owner_-.60 Winfield Lane;Osterville, Map/Parcel 116-101, 1.05 acre parcel, multiple variances, house renovations, failed septic. CONTINUED TO SEPT 18, 2012: The coastal bank variance will be added to the request and the type error showing the perc rate as two different measurements will be corrected. Matthew Eddy, Baxter, Nye, will try to adjust the plan to permit 50 feet setback of the leaching system to the wetlands. If not possible, the Board is interested in an I/A system. TOWN OF BARNSTABLF LOCATION 4o O➢►-i'-r I g-Lts LN. SEWAGE# c40 1.3 - �— VILLAGE 6S—&eV-J-)tLL0 ASSESSOR'S MAP&/PARCEL 11,6" 1Q' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r <^Go 4;A-1- /�'a�Leq LEACHING FACILITY:(type) (size) 43 jr- 00 PXA�. NO.OF BEDROOMS e IDS r togrZ iffi'�1Z OWNER RP—Si( e--LO PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 14 (3 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Woo Feet FURNISHED BYo��r� t ,e �.ti �.. �s �. �, �,,. �� .�\\ 9 � � �.__ � � � �'�� _�. I � � . � . � I �_ _ � _ • � L ' < �/ � � � �_ n � ^� � - � , ivc.,O� �26 / l? No. 2 I At�0 (�l J a l Fee THE COMMONWEALTH OF 4ASSACHUSETTS Entered in com&.t �/' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(.,� Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. LA.�I i � r Own is Name,Add ess,and Tel.No. Assessors Map/Parcel (,(D 10` O5 ` ` M'�` S NCOsiouc, CT O(oS Installer's Name Address,and Tel.No.t.ti a�i-/>7/-9 J Designer's Name,Address,and Tel.No. t3©c��i �rS�CttiG.l-y'o to,T»c ; ��'Na ye td lr�s '1 S �i�g�•��i�1 Type of Building: Vize Dwelling No.of Bedrooms SO)y 00 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 140 gpd Design flow provided qq3. 17 gpd Plan Date (¢(141 a- Number of sheets f Revision Date S ©i 13 Title M C S. 4001C)JJAa vi Size of Septic Tank U Type of S.A.S. P� (p I o�% LzSLY Description of Soil _ to $Gi'1 10 Nature of Repairs or Alterations(Answer when applicable) iSmgz&�R10 p�r1c a�vik. -./D � _L4,�t n �..,: Vic.C �.s «r��5,nt�t 0 a / 12C Y 3` tie«cn Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai e of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm Code and t to place the system in operation until a Certificate of Compliance has been issued by this Board of H , Signe Date U Application Approved by " Date Application Disapproved by Date for the following reasons Permit No. l3— a �— Date Issued � 0 No. �� I? �; jr//j��t��3s Feef �, #� ' ,THE COMMONWEALT 6OF ASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTSi , ' 2pplication for.MiSposal 6pstem Construction Permit " r ', ._ Application for a Permit to Construct( ) Repair(/) Upgrade O Abandon( ) [Complete System y'❑Individual Components Location Address or Lot No. l�1 • 1�I�' Cnppwne 's Name,Aden Tel.No. UslerU�t�� l x ra- Mullen Assessor's Map/Parcel (t�s t3, S5 1'� -01 Or. 'u ast-oN CT 0(,%3 Installer's Name,A�'dress, nd Tel N,o.3"�'�1 j Designer's Name,Address,and Tel.No. C3c,e�o�Cs .c>r5 Tvzc A) Cr ri eTi/� ` 17 8 �Jb r�h sk'• 3rG1.1=t �NfurSfoos iWitg o�Vw his rU1�i oal�� Type of Building: _ f r '' Dwelling No.of Bedrooms old' J Lot Size SV o nU sq.ft. Garbage Grinder( ) Other., Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t f n f Design Flow(min.required) 7© gpd Design flow provided 'f 3• ! gpd ff Plan Date $ '�t l?Dt a- Number of sheets Revision Date Title tq_p�I C (t: , ��i to 40 01 n a Ln, r't);Yp_ �+ t' Size of Septic Tank --��`,,-VO qQ Type of S.A.S. ' to 1G� c:.`_" (� P40.5 6i of r'TUSor5 Description of Soil Q�!,(�Jl,l°jR¢A $6� + C.> ' Nature of Repairs or Alterations(Answer when applicable) 15cx>. ram. ti �a'G k " 10 �r-t U�16rl ' e ' A �r USa f S %P Q !U'A q_3' /.eCLC Lk mac%�6�' s. C��x S v a-e a o OU - Unsu;Ewe_ IS , re-c/aC�WVP i �� >t- (/�r lot< f , Date last inspected: Agreement: ? ' The undersigned agrees to-ensure the construction and mainienanse of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmentalen Ltoplacehe system in operation until a Certificate ofCompliance has been issued by this Board of H l Signe 1, Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. '�0 Date Issued 5 ------------------------- 'HE COMMONWEALTH OF MASSACHUSETTS Q � � Y .BARNSTABLE,MASSACHUSETTS C Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(E1< Repaired( ) Upgraded( ) Abandoned( )by (?)0 t-41c1 1y V 00 k_ (,UJrqq o f\, -L-rG t�o at 1 A) 4 4_ L4 f)+2 OSl('t! t t — has been constructed in accordance F` with the provisions of Title 5 and the for Disposal System Construction Permit No. d�0�3-�0 dated 6 bk Installer &C,vob'�N 1tS C(.�L. , lyrL /I Designer Y cmine .Irtrv, #bedrooms ap p . /`P f Approved design flow y v 3. 7 gpd The issuance of this p • .its all not b construed as a guarantee that the system w• �n tio. /1 desifgn i Date Inspector iLVE�L D . d 1� f , ------------1--------------------=-----------------=-= ------- _ = - -- ---------- No. 2 v t U 2 Fee I do THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposat bpstem Construction Permit Permission is hereby granted to Construct(K, Repair(" ) Upgrade -( ) Abandon( ) System located at (�y L �� /�.>' L.t'?P_ dQoerl t1t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constfucti must be completed within three years of the date of this permit. Date Approved by Jwin j t SEP-19-2013 14:40 From:eORTOLOTTI CONST 50842e9399 To: 15087717622 P.1/1 �r , Town of Barnstable Regulatory Services Richard V. Scali,Interim Director NAM $ Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,iMA 02604 Ot9:ice: 508-862-4644 FQx: 508-79"304 Installer& Designer Certification Form - k Date: ff-lk-13 Sewage Permit# ?,.g t?,,-X O LAssessor's'mlaplPareel 1,0 Designer: R - Insthticr: k©IC. 4, Address: 7 a I►,5.��.e,► q�}• Address: Fq._efts 7b Y /l�J�xrs1�+�9 d�!/f9 D2Gw� 4n 4-6-2-CD/3 -a &-tsA was issued a permit to install a (date) (installer) .septic system at (r o W[ rt s i-r r,w, tie- based on a design,drawn by ddres } 13 a x r^ _ dated S'--!e - (d igner) - �T certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. .l certify that the septic system referenced above was installed.with major changes (i.e. greater than f ti' 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 ccrtitied as-built by designerto follow. Strip out (if required) was inspected and the soils were found satisfactory. l certify that the system referenced above was constructs n liana: with the terms of the t1A roval letters(if applicable) tH pF Mgssc qy STEPHEN G `r ALLYN nstaller's Signature) 0- WN-SON No.30216 A��,c9F_JSTER�� eslgncr's ignature) A...Ix. '$ p !+l.ere ME&S— TO BARDNI&BLE PUBLIC HFA YZ DIVISIQ,&._CFnT><FICAU, OF COMP Ll. E E ISSVID UNTfL BOTH1Y RUTLT CARD ARE RECEDMI) BY THE BAR NSaBI EU)UBL C HEALTH DIVISTC�LY. THANANK YOU. Q.IScpdc\1)wiper Ccrt.ificutinn Fora►Rev 8-14-13.doc a Y 1 f r e? ^� TUw21 of Barnstable Pal__�J Dtparlmen1DtRegula1er'! Scrriw I� 11 Public Health Division bace M Date schedule:!_ �/ �_ I!r�• rule _ Fec Pd. - Soil Suitability Assessment for Sewage Disposal Pam,*Md er L .. _ ._ &lusted Br � tF —?.& T1.0 - TIOY&GXN ERA L Th7+ORMATION F-Add--. ev f.�Mf*'+(Gf YarCf A1'f�MJ/c t)wuefrNwMrotr'horr. i o61.G110 AM M 1 Via.. All�!nv.AO C_". 4.419e3 1 . Aueudr'r M.lJppd• M-p 116/l i,/ ICI Fs{im.r'f):.me f�e,.kY- Idyl c I jeF CONFMLX'10N 1PpARl. Tdwlam r „'u8 ']7 7•7�oZ --- L.nd Jr. r—c timed-,&1,_f _ sups I7-1 .. imnu Sib-_f-T.Ieu_. DwImm'rmm: 0pm Ws1m ged,_I jyb -rt Ptnrihls WaAm, Z Dd AI--j WMm Wdl a Drun.y.W.r_ z R PmWtY:J,m_. _R Od- R 5 T CII;(97rea nw.q dlrrnu of ILL qA-1 Iuu/bom of IRA e01ef It Pam tt®b,lluvAu wnll.nds In prnvlmiM W tplal C.:) -- - - l 'tl irlil`� i Il N rrT l Prr+devtlemlrem6RieI1+l}.rldl takl-y,�ai� lIe{�tliulSodnwJt .. tkyn In Mamdweer.SWWInj Wsla ai Hdk Weeping Sam Fit Fmc _ gsdmuedseugrW R[Sh Or=Wwstsr .. DF.TERMINA'rIONFtORSZASO'4ALEE[GH WATUIR ABLE udnad.u:d: D WkN i�wr d rhndbi is eos.boh:. in. Drym in rul mdt las. :r Depci to wsepuu from rids df dbs.IWIC o Amr dwmm Adiw4dent MOO, _MOO,Wall A . As d-+ne ts D• lndu Well krn--—� Adj.Floor'. A9l•0hlundw.rer I end_ MRCOLATION TROT DNPA 4#4_ TIN- � 7fde t _'i Timn u 9" _L ;11 Dygl ut'ra -5Q y T111..1 A" I �firA 9ti.•auu ! I - 'RNn NleJhrrh _,..— J Sri1►♦?1�f1 _ ._. _� . Sim swr eDltY. nsne SItcP<rs d 9i.161 d., Add Lon+l-�ingNxdrd{YR�I Orilkal.euMe HaWlh DsYirion Cibdervatiao Pale Dam To Se Cumylemd an Back "'If porcolatton trst in tm be coudveted within 1001 of wetland,lvu Mmir first notify tha Baraarable Coalpervation Diviaian lit least cue(1)WIMk prior to bcginding. Q:HpAu.TR(VPMUCPOR m ��2t51f bb0� 1 ' r MUNS: No, 'rLIC.ANT: ADDRESS: �M UJ,�.-+� DESIG; ;VLOW: `yy:. —gpd.. RRV7ESNT-D BY DINE: NIA OK lti O Leeal'bouzd ies denoted-l310 C-MIR 15.220(4)(a)j, Stre-- Lot,tax pareel.vamber and lot number noted on plan-[310 Locus:Provided.{310 CNf& ]5.2204(t) ' PIJ.n prope_ scale?(1"=40' for plot plans, 1"=20"ar.ewer for; - components) [310 C'M-R 15.2 4)1 'Easements shown:[310 C'yIIZ 15.220(4)(b) System loz.atcd tota.4 on lot served [31 U C'V!R"1 -,4{i5{a)(a j for I u 9,ades . if not, a ve-rance is required 310 CMR 15'.412(4)1- Location-,of=peswus surfar-es-(drivewav-,,'parkinga*e.as-etc.) �31(t.C7Vig 15�24 4 d - . 1`T:oca�ion a�1:DWidings cxisTizi ;and proposed 310 GMR� I 1S.220(4xkC)'I - Location,aLd.Emensions of system comaoneats and reservv areas. 310 CNe, 15.220(4)(e}] 'Sysr"c_t Gadcui3tiwis 3I0 C GZ I5.220 4 .)(f1 t� ` � _ f daily flow tic twk.canarity(required and provided). so'Labsor: bon. tern(required-and Tovidd) whether system designed for garbage gindcx I � North,arr-.ow,[310..CNdR I.220(.4)(g)]. Fxisting.crrdprq')osed contours-1310 CMR �Location,and log of dew obssrVauon hales (CMs�ing grade e1. on .f. each test)j310 CMR,15.220(4)(h)] Names.of soil evaluator and.8ORT--prescalative,r31.3 C- R -15I"0(4) and''(i) Locatiou and date ofper.olation rests (.?erfo=3dat xup `el`ei-arion:?) (31.0.0ta- 15c220(4)(i) Per-wiatior test results match loadin rate? 310 G`tJ `1'S.242 Certification statement by-Soil Evaluatorj310'CMR_5 2,20(4)O)] p served,and LAdjusted groundx.titer(m—shod for adji sttneat „gindicated)=310 CNa 15A03,3)°and 3 0 CNA." PpS t ' t i N/A OK IN 0 Size OK? [310 CMR 15.223(1) _ Inlet tee located ten inche�below flow line[310 CMR 15.227(b)] aatlet top 14" or :4"-+- 5" per foot for increase ft depth'310 CIa 77,15.227(6) 'Outiet tee With gas baffle or approved fitter [310 CNL 15.227(4)` (Note regardi g:nsal;ation on stab]a compacted base�3.0 C�IR 1 15.228(1 ]__ Separa7on between ir_]et and outlet tees(no less than liquid i d,, th) '3310 Ova 15.227(2' ?� Ucl tlOutlet elevations ai least 12"above high groundwas.s f (except as descr-bed 310 CNsM 15.22+(5))or pemitta-1 for Iup des under LT;A 3:0 CYt 15.405(1)(k)] l✓iinimum rover 9" (Tanks buried more than 9"trust have risers i on all opening and on*he d-box) [310 CVlR 15.2228(1) and 310 CMR 15.232(3)(f)] rThree access covers(-11ct and outlet roust be 20" or greater)- ='ddle access at least 8" (by 7107) [310 C%M 15.228 2A i Ac,u;ss to wi hm 6 " of grade • one pot;for systems<1000gp(, I� two fo: systems>1.0_00 gpd f310 CMR 15.228(2) .0 at-grade covers secured to unauthorized access? '310 CNIR l5.228(2.), Oft:torn building foundation [310 CMR 15.211(1)] Buo Xanc y calculation Required0one[310 C_NM 15221(8)] ! H-20 tV'here appropriate? 310 CN1R 15226(3 Setbacks&omresources [310 CMR 15.211s Required-when othm r1an single-family dwelling e•r flow>1000 p d j 10 CMR 1�.223 First cor=arCm-_-zt 200%daily flow, Secamd cotnpa-=ent 100% daily flow"310 CMR 15.224(2) and (3) "T;"pipe th-ough or over baffle, autiet of each compartment v ith 'gas baffle or appToved filter 31-0 CMR 15.22 4 4 � Adl-ess rt^ ) - Shse:3 o-7 N;A. OK N 0 Calculations GOIT=t?. •-4 feet of naturally occurring maw-6A demovs4-att 7 PI C C-'fit' Li: lRequired s aration,to undwatez•? 3.0G?vCR`15.212.� x .aggregate stifled as double washed f 310 CMR 15-2�F ) I'SysteraN eating mqu r.u&proNgded? (system under azivew.ay or _ .>36" do ),j3.1 D CMR 15.241]_ Il s?enon ports spmif�d and lwitin 3"linzl zmde? [310 C-NdR=. 15-240(;1,3)1 F3eakout requetnerits mat? (tiaviolationo€breako�3t eleatio �withmi 1:5 i't ofSAS:ur-less'oazrier) [31a C%g(15_211,( )r4]-and:f Guidance Doc=m :-, Chambers an&Cral. in bmnch wnfigu ation suppliedvith inlet -,vea 20 ft. 3 .4.CMR 15 253 6 �a,h s7uctlL---vnth one inspection:manhole(if>2000 gpd mus'� to.grate '31..0 CI R 15.253(2) 1 Aggregate-1'rninimuzm-4'.maxrmum. `310 CIVM.I5253( )( t max'. k 15.Zsidecaijced 1M1) a b Ia.b-d.ccr tron;.. eirEFy 40 . A 310 CM- R 13-253(6) ��h`idth 2""uli:atu�u�3'Baum 314 CMR I.S_251(1}(b 1100 fe,t-Enaxi,*nurn-'lea !hj310 CNM 15.251(1)(a)] ?V1�;t�rrrtimm:Sepasatkon 2x:ef[ecti�o dep:l or wid`.h wttiut+e;•er ,. __ Data(3 x>i f reserve betvy!cx n tseiiches):[310 C"?v11Z 251(1)(d' SitUZ7e ,'-.alon -cantouis 3i0 C_N "I5 ?51(2)j Breakout.UK? -310-C-MR 15.21V(i)`-4. and:Guidance-DUC=ent' minimum 2 distribution lines 131 Q CMRT15-25 2-2 a 1 tiiaximum s zratiom:hstween lines 6' P10 C!+l!R15,252(2,)(d)', -- M ximam separa6an bees liz aid out de�f beai 4'l3][) jCT-MR 15:252(2.)(c) A sgate depth below dis-.harge pipes 6"M-1='UM,- 'maximum. "-310_CMR. 15.252(2)( ); �. f Sara Qn between;beds l.Q'miniuuttiL, 310=CMR 15-25.2(2 •B6ttorn:.srea,,.rsrd-in�caiculk6ons only `310 C'-, XI3-252(-2)(i}�.' r4:/ i- Adsress . ID .G9ti: l 1 � _ Sneax 5•�;?. NIA. OK N4 IS the system in a Designated Nitrogen Sensit`ve.area(Zone U for a pabbc supp`v wel)? [310 CMR 15.214, 310 C_'vM 15.21.5 and I 3. CMR 15.216- also refer to Po'-icy regarding up es or"such cx:sTin g s vsti-mcis] _ I •_ :s:he swtem prnpesed on the same lot as served by private R.ell 310C-N,[R15.2142 I ' Are the nitrogena,loads proposed in compliance? [310 CMI R win `1'lumpin to P-eptic tank ? 715.2�!90!17 15.2291 ;Shard Systm n [310 C?y�t -- � I Adkess -- ....__ Shee' of 7 i i facial Website of The Town of Barnstable - Property Lookup Page 1 of 2 Assessing Division Property Lookup Results - 2013 367 Main Street,Hyannis,MA.02601 BACK TO SEARCH«, asp flnt Fri Owner Information-Map/Block/Lot:116 1 1011-Use Code:1010 E Owner —` ----- i Owner Name as of 111/12 ROSIELLO,BARBARA MULLIN Map/Block/Lot GIS MAPS 55 DAVIS HILL DRIVE 116/101/ i WESTON,CT.06883 Property Address Co-Owner Name 60 WINFIELD LANE 4 i Village:Oslerville I Town Sewer At Address:No GIS Zoning Value:RF-1 I Assessed values 2013-MaplBlocklLot:116 11011'-Use Code:1010 i 2013 Appraised Value2013 Assessed Value Past Comparisons Building Value: $144,100 $144,100 Year Total Assessed Value Extra Features: $23,400 $23,400 2012-$2,029,300 Outbuildings: $6,500 $6,500 2011-$2,031,300 Land Value: $1,814,700 $1,814,700 2010-$2,514,100 j 2009-$1,876,000 2008-$1,974,200 2013 Totals $1,988,700 $1,988,700 2007-$1,963,300 i Tax Information 2013-MaplBlocklLot:116 1 1011-Use Code:1010 I 3 Taxes 1 C.O.M.M.FD Tax(Residential) $2,943.28 Community Preservation Act Tax$522.63 Fiscal Year 2013 TAX RATES HERE I Town Tax(Residential) $17,421.01 $202 116/ Sales History-Map/Block/Lot:116 1011-Use Code:1010 History: —� Owner: Sale Date Book/Page: Sale Price: ROSIELLO,BARBARA MULLIN 2/13/2012 C196327 $1861000 MULLIN.SAMUEL S TR 2/7/2012 C196292 $1 HORGAN,ELLEN CAROL 8/31/1970 C49338 $0 Photos 11 6 1 1 011-Use Code:1010 W .. 7 f Sketches-MaplBlocklLot:116 1 1011-Use Code:1010 I i 41 *ry4 i AsBuilt Card N/A i Constructions Details-Map/Block/Lot:11611011-Use Code:1010 Building Details -Land _— —_—_— http://www.town.bamstable.ma.us/Assessing/propertydisplayscreenl 3.asp?ap=0&searchpar... 6/5/2013 facial Website of The Town of Barnstable -Property Lookup Page 2 of 2 Building value $144,100 Bedrooms 4 Bedrooms USE CODE 1010 Replacement Cost $173,602 Bathrooms 2 Full Lot Size(Acres) 1.05 1 Model Residential Total Rooms 7 Rooms Appraised Value $1,814,700 } Style Colonial Heat Fuel Electric Assessed Value $1,814,700 Grade Average Heat Type Elec Baseboard i Year Built 1964 AC Type None Effective depreciation 17 Interior Floors HardwoodCarpet i Stories 2 Stories Interior Walls Drywall Living Area sq/ft 1,839 Exterior Walls Wood Shingle Gross Area sq/ft 2,606 Roof Structure Gable/Hip j i Roof Cover Asph/F GIs/Cmp I 3 Outbuildings&Extra Features-Map/Block/Lot:116/1011-Use Code:1010 Code Description Units/SO ft Appraised Value 'Assessed Value DKPL Pond Dock-Light 1 $3,400 $3,400 FPL2 Fireplace 1.5 stories 1 $3,800 $3,800 FPO Ext FP Opening 1 $1,200 $1,200 WDCK Wood Decking 208 $3,100 $3,100 w/railings i i FOP Open Porch-roof-ceiling 343 $8,900 $8,900 FEP Enclosed porch- 216 $9,500 $9,500 roof,ceiling i _.....................-._....._...........................-__.-...... ......... ............. ......._.. --..__.._............................... _.._..---_-_...._-...._..-............... ._....... .... -- ---.�..... Sketch Legend Prop' erty Sketch Legend i B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only 3 BAS First Floor,Living Area FTS Third Story Living Area(Finished)SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area TQS Three Quarters Story(Finished) I (Finished) i BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLIP http://www.town.barnstable.ma.us/Assessing/Propertydisplayscreen 13.asp?ap=0&searchpar... 6/5/2013 Do 1:222:•796. 06-04--2013 9- 12. BARNSTABLE LAND COURT REGISTRY - DEED RESTRICTION WHEREAS,. Barbara, Mullin Rosiello of (owners name) 55 Davis;Hill Rd. Weston, Cr 06883 MA (address)- Is the owner of 60 Winfield Lane located (address)` at Assessor.'s.Map 116 Parcel. 101 Barnstable , MA (.hereinafter referred to as osterville and being,shown on a plan entitled "Subdivision of Land in MA, Property of et al.- Duly-recorded in Barnstable,,.County-Registry of Deeds in Plan Book page , Or on Land Court Plan Number 33762A WHEREAS,. Barbara Mullin Rosiello as:-:the owner of said lot has agreed with (owner's name) The Town of Barnstable Board of Health,-as a precondition to granting a disposa[ works construction permit for a septic system incompliance with i310 CM 15200 State Environmental.,Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the Issuance of a building permit for the construction of a single family home.on this property, is requiring that the agreement for the restriction on the number of bedrooms In any house constructed on the lot be put on record with:the.Barnstable County Registry of Deeds by recording this document. NOW THEREFORE; Barbara Mullin Rosiello does hereby place the following (owner's name) Restriction on his 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, 60. Winfield Lane, osterville, MA(address). p may have construction upon the lot a house containing no more than_ Four _(4)bedrooms, Barbara Mullin Rosiello; Agrees that this shall be permanent (ownseWnsms) I deed restriction affecting 60 Winfield Llocated in osterville , MA and being shown on the plan recorded in Plan Book , Paged Or on Land Court Plan_ 33762A Clowoo For the title of see the following deed: Book , Page , or Land Court Certificate Title Number: 196327 Executed as a sealed instrument day of �J w 2013 _�j� AkJI4,— - Owner's signature 13arbara Mullin Rosiello Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS 2013 Then personally appeared the above-named Known to me to be the person who executed the foregoing instrument and acknowledged to same to be hr free act and deed, before me Notary Public - My commission expires: oz>• l o. 1� (date) AIVW Ko ka fflowkh of kfasaechu. tts Ewms wmar.tA,201? 1 i u�irdhk F.MEA0 _RE.;!S?ER j BARNSTABLE REGISTRY QF DEEDS oletl,z Town of Barnstable Barnstable ti , Board of Health 1 mica�i + BARNSCABLE, • .. �m. MASS. $ 200 Main Street, Hyannis MA.02601 �plED MAt°�� 2007 Office: 508-862-4644 Wayne Miller,M.D. .` FAX: 508-790-6304 _ Paul Canniff,D.M.D. Junichi Sawayanagi October 30, 2012 Mr. Matthew Eddy Baxter Nye Engineering 78 North Street Hyannis, MA 02601 RE: 60 Winfield Lane, Osterville A = 116 - 101 Dear Mr. Eddy, You are granted conditional variances on behalf of your.client, Barbara Rosiello,. to.construct:.an onsite sewage disposal_ system at 60 Winfield Lane, Osterville.. The variances granted are as follows: 310 CMR 15.211: To install the septic tank seven feet away from the cellar or crawl space, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 211: To install the soil absorption system 5.9 feet away from.the. property line, in lieu of the minimum ten feet separation distance required: 310 CMR 15. 211: To install the soil absorption system 14:93 feet away from the : cellar or crawl space, in lieu of the minimum twenty feet separation f. distance.required 310 CMR 15. 212:" To install the septic system at a depth of four feet to.ground I water, in lieu of the minimum five feet in soil with recorded percolation - rate of two minutes per inch. Section 360-1 of the.Town of Barnstable"Code: To install a soil absorption system 71.0 feet away from a boundary of a coastal dune; in lieu of the minimum 100 feet separation distance required. + Q:\WPFILES\60 Winfield Ln Ost Setback Var Oct2012.doc Section 360-1 of the Town of Barnstable Code: To install a septic tank 94.0 feet away from a boundary of.a coastal dune, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: No more than four 4 bedrooms are authorized at thisproperty. Dens,. O 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 submit neatly drawn„floor plans of the proposed home to the Board of Health. Each room shall be clearly labeled on the submitted .plan. Room dimensions and doorway s shall also be shown on' the submitted-plan. (3 The applicant shall record-a properly worded deed restriction, signed by- the owner of the property, *at the Barnstable County Registy of Deeds, restricting the property :to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in . strict accordance with the engineered plans dated August 6, 2012 revised November 20, 2012. (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 plans j dated August 6, 2012 revised November 20, 2012. - These variances. are granted because the proposedt plan appears to meet the design standards contained within 'the State Environmental Code, Title 5 and local Health Regulations. In addition, the plan does not reflect any additional wastewater discharge compared to the existing approved'system , _ Sincery yours, Wayne Millera , M.D. Chairma QAWPFILES\60 Winfield Ln Ost Setback Var Oct2012.doc f - EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 10/09/12: I. Variance — Septic (Cont.): A. Matthew Eddy, Baxter Nye Engineering, representing Barbara Rosiello, owner— 60 Winfield Lane, Osterville, Map/Parcel 116-101, 1.05 acre parcel, multiple variances, house renovations, failed septic Matt Eddy said the owner has agreed to move both the shed and the car-port. The revised plan now has 71 feet from the wetlands: Mr. McKean said the staff did not have any further comments.-They were happy with the revised plan. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan dated August 6, 2012, with the following conditions: 1) a four bedroom deed restriction will .be recorded at the Barnstable County Registry of Deeds, and 2) a proper copy of the deed restriction will be submitted to the Barnstable Public Health Division. (Unanimously, voted in favor.) r< j , pip`gl-f_Tpty� , OCJ DATE: '�"��IZ (v, •FEE BARN srA B LE., i ^, RE . BY pn�60 11vJ A T� T� y�T�w Q�s� ,Q, \0 S ® �ll1L ® LL1Ja�l ALlr�l46t1��11� SCHED. DATE: Board ®f Health 200 Main Street, Hyannis NIA 02601 Office: 508-362-4644 Wayne A.Nlillcr,,Ivl.D. FAX- 503-790-6304 hutichi Sawayanagi Patel J.Cmutifl,D.JLD. VAR_tANCE REQUEST FORM LOCATION Property Address: (iU W t 41�r�loQ Assessor's\,lap and Parcel Number: M I 16 J Pe( t ca_I Size oPLot: Wetlands Within 300 Ft. Yes � Business Name: No Subdivision Name: APPLICANT'S NA;iM : na,�,�rr V r� virP t\ Phone Did the owner ol'the property authorize you to represent him or tier? Yes fi'' No PROPERTY OWNER'S NAMECONTACT PERSON Q C r \atnc: Z—gtrinavn (� c) 'I ILI,( Name: �)s � ��14 j �tY.V� WiIsOVA Address: 5�, Lea. i7 lull ��. l�ea��t Address: 758' P�10N-ex. St �t4e—'-=u�v�tst (`t G01 ej6t'& Phone: Phone: %�S U 1 ' Cx I .. VARIANCE FROM REGULATION (Lis,:Rrg.) REASON FOR VARIANCE(may attach itmorespaceneeded) NATURE OF WORK: House Addition r House Renovation Repair of Failed Septic System Cheelrlist (to be.completed by qffice stgO-'person receiving vat-Once request applicirtiou) Please sitbnut copies in 4 separate completed sets. , Pour(4)copies of the completed variance request form _ Four(d)copies of engineered plan submitted(e:g.septic syslem plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer its registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that theproperty Eviler authorized you to represent hinv(ter for this recphest Applicant understands that llte abutters nuisrbe notified by certilwd mail at least ten days prior to meeting dale at applicant's expense (fox Title V and/or local selvage regulation variances only) Full menu submitted(for grease trip variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/less-c only], outside dining variance renewals[saute owIler/Icasee only],and variances to repair failed sewage disposal systemi[only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne\-filler,Cltaimian NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.CanniR;D.NI.D. C:\Cisers\decollik\AppData\Local\t•;icrosoft\47indows\Temporary Internet Files\Content.Outlook\BAJ9p9B7\NIARIREQ.CCC 1 VARIANCES TITLE V SECTION 15.211: MINIMUM SETBACK DISTANCES CELLAR OR CRAWL SPACE WALL FROM SAS: REQUIRED _ 20', PROVIDED =, 14.93'-(5.07' REDUCTION) PROPERTY LINE TO SAS: REQUIRED =10', PROVIDED = 5.9 (4.1' REDUCTION) CELLAR OR CRAWL SPACE WALL FROM SEPTIC TANK: REQUIRED = .10 PROVIDED 7' (3' REDUCTION) TITLE V SECTION 15.212: DEPTH TO GROUND WATER REQUIRED:. FIVE FEET IN SOIL WITH RECORDED PERCOLATION RATE OF TWO MINUTES PER INCH PROVIDED = 4' TOWN OF BARNSTABLE - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS ARTICLE 1 - PARAGRAPH 360-1 SETBACK REQUIREMENTS: REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH, ALL SOIL ABSORPTION SYSTEMS, LEACHING FACILITIES, SEPTIC TANKS, DISPOSAL FIELDS, OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS HEREAFTER CONSTRUCTED SHALL BE SO LOCATED,THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL INTERVENE BETWEEN ANY BORDERING VEGETATED.WETLAND (AS DEFINED WITHIN 310 CMR 15.002 OF THE.STATE ENVIRONMENTAL CODE, TITLE 5, MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE) AND/OR WATERCOURSE INCLUDING BROOKS, PONDS, SALT AND FRESH WATER MARSHES, BOGS, STREAMS, COASTAL BANKS, LAKES OR SPRING HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL ABSORPTION SYSTEM, LEACHING FACILITY, SEPTIC TANK,DISPOSAL FIELD, OR OTHER SEWAGE.DISPOSAL SYSTEM COMPONENT. . PROVIDED: 71 FEET r a �'" U,J,h.�� ; �.��- ., �� r�� { , � r � � _ . �. �TNE Tp� DATE: �Z G� FEE: BARNSTABM v MASS. REC. BY 1639• Town .of Barnstable SCHED. DATE: Board of Health 200 Main Street Hyannis MA 02601 Office: 508-862-4644 . ` Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM ' LOCATION Property Address: (QO W j K g e1 ""a Assessor's Map and Parcel Number: rA 1 1 Pcl ld Size of Loth /4"�/C.�' Wetlands Within 300 Ft. Yes L100 Business Name: No' . Subdivision Name: APPLICANT'S NAME: &,16&yz rZoSk-C it a Phone s Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME '. CONTACT PERSON Name: 11*Apdro ka-%tclLo Name: (3tXkr. Nhf : ShA t,JiISOM Address: 55 Octa is Qr LJe&kA' Address: ?$ (�orL� St- 14S UK"U t 4601 Phone: Plione: 'S09r- 7 71 -75 0 19 p < 3 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) € cx) NATURE OF WORK: House Addition 54 , House Renovation Repair of Failed Septic Sy`tem 9 Checklist (to be completed by office staff-person receiving variance request application) y Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming-review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ 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/lessee 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 VARIANCE APPROVED Wayne Miller,Chairman , NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Internet C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary a Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC Town of Barnstable Geographic Information System August 3,2012 r 116006 *•*e�1610 W116004 40 116117 #23i#33• 116690 ( ?. 116106 - #144 #52 �o #31 p, " A - 119082 ,s - - ,�•p • 116003 t 1,8105 #70 060 i 116112 039 #3 d; 116091' y #58 116103 #63 116134 1.041 �116099 ,ti � 116118 #11 „y.., #71 y 1 ! 116104 m� " 116093 07 V� . 090 118114 116088 #D #� 118101 *so ; d� " 118084 100 116121 116095001 $120 118097' • . .. 41117 116096 15 1008 . 0 65 Feet. .: #105 tx141 Map:116 Parcel:101 Board of Hea@h DISCLAIMERS:This map is for planning purposes only. it Is not adequate for legal - - - Selected Parcel boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located '1�100'may not most established map accuracy standards. The penal lines on this map across the street. • Abutters . are only graphic representations of Assessote tax parcels.They are not true property _ - boundaries and do not represent accurate relationships to physical features on the map Buffersuch as building locations. 'AbutterRep Page 1 of 1 • + c�,Tt �: • 6 Board of Health Abutter List for Map & Parcel(s): 1116101' Direct abutters(no set distance)and the properties located across the street. ` y Total Count: 4 close Mailing Map &Parcel Ownerl Owner2 Addressl Address 2 Country Deed CityStateZip I CHRISTOPHER, 27 WINFIELD LANE C/O EDWARDS ill BOSTON, MA 116100 ANGELL PALMER& HUNTINGTON 24551/201 MARK M TR REALTYTRUST DO AVE 02199 116101 55 C49338 LIN DRIVE HOWARD,SANDRA PIITSBURGH,PA 20635/338 i 116102 L 533 GUYASUTA RD 15215 SWEENY,ALLEN BOSTON,MA 116134 72 PINCKNEY ST#1 02114-4304 11110/71' NEIL JR . This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as.of 8/3/2012. r ' • 1. r _ - hupJ/66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 8/3/2012 ABUTTOR NOTIFICATION LETTER Date: August 7th, 2012 Re: Variance Request _ 't As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health..Additional details are below: ' Applicant: Barbara Rosiello Address: 55 Davis Hill Drive Weston, Connecticut 06883 Project Location: 60 Winfield Lane, Osterville Assessor's Map & Parcel: Map 266;-Parcels 24 & 37 Project Description: Upgrade failed septic system. Variance Requested: Please refer to attached list. ` Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye.Engineering,& Surveying , .78 North Street Hyannis, Massachusetts 0260.1 ` Public Hearing: Hearing Room Town.Hall—2nd Floor °367 Main Street Hyannis, Massachusetts 02601 August 2l't, 2012; 3:00 pm #2012-060 BJHV ananceAbuttor.doc - TRANS. NO.: CITY/TOWN: APPLICANT: �� V�� ( ��s�e(r�� Qo�e►- 'f�aS�e�� r 1 , ADDRESS: L DESIGN FLOW: ty gpa REVIEWED BY: DATE: �� 20 11 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)J• - Locus Provided[310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown[310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) i. [310 CMR 15.220(4)(d)J Location all buildings existing and proposed 310 CMR 15.220(4)(c)J - Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)J ; System Calculations 310 CMR 15.220 4 daily flow septic tank capacity(required and provided) soil absorption system (required and provided) r - whether system designed for,garbage grinder )( North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] 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)J Location and date of percolation'tests (performed at proper elevation?) [310 CMR 15.220(4)(i)J Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)6)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)J X f Address. .�D Sheet.:l of 7, , F _ N/A OK NO Location of every water supply,public and private; [310 CMR 15.220(4)(k)] within 400 feet of the proposed osed 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 u Location of all surface waters and wetlands located p 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)] x Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) X 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 1.5.220(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? [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 ... . .. _ System components not>36" dee unless Local Upgrade y p ... Px�- Approval or LUA requested),[310.CMR 15.405(1(b)] Address (�'v t ��- Sheet-2 of 7. E N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot,for increase ft depth [310 CMR ' 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 15.228(1)] A �/ Separation between inlefand outlet tees (no less than liquid depth) [3.10 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 CMR 15.232(3)(fl] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 1.5211(1)] Buoyancy calculation Required/Done [310 CMR 15.221,(8)] H-20 Vhere a 310 CMR,15.225 3 appropriate?P [ O] Setbacks from resources [310 CMR 15.211] Required wheR7ehan gpd [310 CMR 1 (1)(b)] First compartmen�00 % daily flow; Second compartment.100% daily flow [310 CR 15.224(2) and (3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address lP� Sheet 3'of 7 N/A OK NO 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 { 1 sewer cross, see 310 CMR 15.211( )(1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/(leachfield below pump chamber) Endcap s or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Him.< 'r- 3 r a. MINE �`5"`��e......�.'� ,a,• -�e.�ec a xe. �sc-�s'.�� "��"`s's*�`�F"r. 'sia��, 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 p r to d box or steep pressure sewer pitch of.gravity sewer) [310 CMR 15.323(3)(a)] ( Riser if deeper.than 9"_ [310 CMR 15.232 3)(fl] ' Inside min,rnum dimensiori,i2"_[3.10 CMR 15.232(2)(b)] Minimum sump 6"-[310'CMR15.232(3)(e)] Watertight cover if<2000gpd), waterproof manhole if>2000gpd [310 CMR 15 232(3)(d)] �ras.�k �,m ..x.?.�..,.,rux.a.,v_�,.a.'S,v,.,F,..��.:a,�w.,,err.,. -._a+".•?:�,:� �.. .... Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats —alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CUR 15.221(8)] Address vl. e'o� , Sheet 4 of 7 � 1(� t Rt-W N/A OK NO Calculations correct? 4 feet of naturally occurring.material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] x Aggregate specified as double washed.[310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4].and. Guidance Document] " Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR>15.253(2)] Aggregate 1'minimum-'A maxmium..[310 CMR 15.253(1)(b)] 2' sidewall credit maximum.[310 CMR 15.253(1)(a)] In bed confi ation-inlet every 40 sq.._ft: 310 CMR 15:253 6 _ ry [ ( )] Width 2'minimmum 3'maxunum [310 CMR 15.251(1)(b)] 100 feet:-maximum length:[310 CMR 15.25.1(1)(a)] Minimum sep aration 2x effective depth or'width whichever eater 3x if reserve between trenches 310 CMR 251 1 d Situated along contours [31O.CMR;15..25.1(2)] Breakout OK? [31O,:CMR fi5:21`l(1)[4]:and Guidance Document] minimum 2 distribution ines:;[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 CMR 15.252(2)(e)] Aggregate depth below discharge.pipes 6"minimum; 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 1O'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(i)] _ Address �� t4W L :'..A f E�' Sheet 5 of 7, N/A OK NO Pressure Dosed System ? Provided pump and piping n� calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMEZ 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly (>2000gpd) 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 CNIR 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 [310 CMR 15.255(2)(a)] Side slope not.exceed 3:1 ? [310 CMR 15.255(2)] DC' Breakout requirements met? [310 CMR 15.252(2) and ^, Guidance Document]. 1� At least 51.from impervious barrier to edge of SA5 (1:0 ft: recommended) [310 CMR 15 255 (2)(e)] X �GAME. ,�� „y.�., _,.. ::ate .��rvessjf1PPovaLi'ter, - r � _. . . : I IN Check DEP Approval letters for credits and design conditions If used:with pressure dosing do not allow pressure.discharge., to.scour soil.interface -. ,r- `.l ^`c'-+..v.^,." = .a�4" '.c #� r s`-- '::zc —' " t" "sx% "•''" w ',. S' rsu iertti:ve fzcSw3sem Was DEP`Approval Letter provided and/or have you ..-_ reviewed`the lettef 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 • perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? X Has applicant submitted a copy of a maintenance :%> r c G.v'stY. -`- "' *�" r��as'`.'"rr��„'.�r ,,c`y' 'S,�x� 1.•S �...*�"�' +��'��i�, "�"".e,�' . t3="" `tr' ,,,y;, �'��,o� '--'�`.zfi �^s-3,r."`-�z. � -n �''F.=tv c'�'�,yr '�y"� �r��'a,,rs^ s` +rF..�''3�.t`•sw� �tt< �Y'�zrirt�ces,�„� . ,. ��:eass' -�-h....nigf,`.?.' -•'t�-�..'��M �3^"�`:.�z:.x .�a-.�iT,?��, §:..+Tr�-°c �� .,.t,.t_,: .x- .•Y,At ...u1 f;.er..ars. Are the variances listed on the plan? [310 CMR 15.220. (4)(q)] 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 6� ! o Lt Sheet 6 of 7 NIA -OK NO °�rs.8f,"' _`S° .s. ka"":� '.,�--�ezp's• � ,.a��^^.,"'^- a-:� ✓�ra�:�-sr'K.�s° „c�' �- do �' .r. � ^c"�.,y" ''r�' ia ,:.J 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 ? [31-0 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] ��'�.'l�'Q��iG��*�f."-.� �Mw��3- ._ `� �`�,'�-��Gs� .�� w'�•`� .�a�c 3t�; —.ar.,Q � ' ,.,...... 4 Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.2901 Address Sheet 7 of 7 f Page-1,of I Crocker, Sharon From: Matthew Eddy [meddy@baxter-nye.com] Sent: Tuesday, September 11, 2012 4:06 P To: Crocker, Sharon - Glt �➢°�'l Subject: Continuance Request for Rosi to-60 Winfield Lane, Osterville e Hi Sharon, = As follow up to our discussion today, we respectfully request the Variance Hearing for Barbara Rosiello- not- an 60 Winfield Lane, Osterville, Map/Parcel 116-101, be continued to the next hearing on October 9, 2012. S We are still working with the owner on revisions as requested by the Board. We will forward the revised plans when ready for use on the October 9th hearing. If you could please confirm receipt by reply email that would be much appreciated. Thank you for your help. Matt Matthew Eddy, P.E. Managing Partner BA\TER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor •Hyannis,MA02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail 9/11/2012 — - - - i Crocker, Sharon From: Crocker, Sharon - Sent: Friday, September 07, 2012 10:05 AM To: McKean, Thomas Subject: 60 Winfield Lane, Ost FYI I spoke with Matt Eddy, Baxter Nye today regarding 60 Winfield Ln, Ost(cont to Aug from Jul BOH) He is working on a revised plan and will bring it in asap Tues:9/11 1 TRANS. NO.: CITY/TOWN: 0 si t 2.(I�cr ►/''L� I I APPLICANT: P.os� A-0 iQro9e►-� oS1e�l ADDRESS: G, UJ el iZ:? DESIGN FLOW: y'0 gpd REVIEWED BY: DATE: 2012 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)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown[310.CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- 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)] X Location and dimensions of system components andreserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) soil absorption system (required and provided) _ X whethersystem designed for garbage grinder . North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] 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 (1)] r cation and date of percolation tests (performed at.proper vation?) [310 CMR15.220(4)(i)] rcolation test results match loading rate? [310 CMR 15.2421 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15 220(4)(n)] X Address Sheet_l-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 4s'. within 250 feet of the proposed system location in the case within 15G 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$. 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(l)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] X 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 3:10 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? [310 CMR 15.103(4)] Test Holes adequate to-con adequate groundwater separation? qX77 [310 CMR 15.103(3)] Benchmark within50-75' of systenm.[310.CMR 15.220(4)(q)] _77< Materials specifications noted? [various sections of 310 CMR , 15.000] System components not>36" deep`(unless Local Upgrade Approval or LUA requested),[3.10 CMR 15.405(1(b)] Address Sheet-2 of 7.. N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14"'+ 5" per foot for increase ft depth[310 CMR 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 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] . Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for 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 CMR 15.232(3)(fl] Three access covers (inlet and outlet must be 20" or greater)- middle access at least 8" (by 7/07)'[310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] X All at-grade covers secured to unauthorized access? [31 O.CMR 15.228(2)] > 10 ft from building foundation [310 CMR 1.5;2.11(1)]Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20'Where appropriate? 310 CMR 15.226 3 [ O] Setbacks from resources [3.10 CMR 15.211] h ` Re4uired when other than single-family dwelling or f1ow�10.00 gpd [310 CMR 15.223(1)(b)] First compartment 200%,daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and.(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter[310 CMR 15.224(4)] h Address d P, _ c Sheet 3 of 7 p N/A OK NO 3 �Y'ILJa� ��1=j�� _..�,�,�'x^'^'-`:`��,z n��-. .'�*4�'� ��^t�a •`�xe„,x��l3.s-�� A+wrw -.wa..-an.,E.. ��_ � �Y' k �a �� '�."..- �y"' »iitS,r�'�`�"r��,.-�.•� �s�.+»�"�`f'-``45-d".. 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)[11) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(e)] Slope of sewer line not less,than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CNM 15.251(9) and 310.CMR 15.252(2)(c)] Siphon roblem/(leachfield below pump chamber) ?C Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)J Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) ,:vx+� � ^L'—'�^.�'t Y•�;xmi ew..�� -S",yi:""""'�-`�'�; •r_�. ...�.,, <-,mrh�..�h.,:r _;z.•-a,.- —.rEe4 .._. �.+.::..._. ia «..� a.�rs'x,:.:.,.s....r:"i . .w.�.,��. fs•" _.ra'9'max;-.car',` ,�...�-,- "s:...'ti � Stable compactedbase [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)J Splash plate or baf le-aee'required on inlet/provided. (When pressure sewer to d box or steep pitch of gravi y sewer) [310`_ CMR i5.323(3)(a)J Riser if deeper than:9'` [310'CMR 15.232(3)(f)] : .. Inside minimum,c a.6 sion,i2 [3.10 CMR 15.232(2)(b)] Minimum sump 6":[310 CMR15.232(3)(e)] Watertight cover of<2000gpd); waterproof manhole if>2000gpd [310 CMR 15:232(3)(d)J . T`d' ar :(;;�.,f.«„'1I m, ,.. ±-.ats�. +. � _ .:..�. ,. $ _ 'xu"_ •S�L"2��7' ".hwr 7 _,.. a.,,Y. '-' �si�^w .rt(t�3 Capacity(emergency storage.above working—design flow)? [310 CMR 231(2)] Proper setbacks [3.10 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE[310 CNM 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible) Alarm floats.—alarm on circuit separate from pumpsspecified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CNT, 15.23 1(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310.CMR 15.240(1)] ation to groundwater? 310 CMR 15.212)] Required se ar gr [ Aggregates ecified as double washed[310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR J 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) M 7Chambs and Gal. in trench configuration supplied with inlet ft. [310 CMR 15acsructure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR:15253(2)] Aggregate 1'minimum-'4'.maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum.[310 CMR 15.253(I)(a)} In bed confi atio inlct:ev-e..;40 sq.,ft. 3.10 CMR 15.253 Width 2' minimum.T.ma=. um1310 CMR 15.251(1)(b)] 100 feet-maximum length[31.0-CMR 15:25.1 1)(a)] Minimum separation'2x;effective:deP th.or-width whichever _ greater(3x if reserve bet-een trenches).[310 CMR 251(1)(d)]. Situated along contours [31.0:G1vIR;15:.251(2)] - Breakout OK? [310:GMR 15 211(1)[4]:and Guidance Document] minimum 2 distribution lines.,[3.10::CMR:15:252(2)(a)] Maximum separation:between lines 6' [3.10 CM R15.252(2)(d)] = Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)1- Aggregate depth below discharge pipes 6 minimum, l2" ' maximum. [310 CMR 15I52(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(i)] Address Sheet 5 of 7 1 4P: N/A OK NO Pressure Dosed System ? Provided pump and.piping calculations as required [310 CMR 15.220(4)(j)] �C 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 scour soil interface [Guidance Document] Inspections once per year(systems<.2000 gpd) or quarterly (>2000gpd) 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 3,10 CNIR 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 [3.10 CMR 15.255(2)(a)j e not.exceed 3:1 ? 310 CNM 15.255 2)] Side slope [ ( P 2 and. •; Breakout requirements met. (310 CMR 15.252O Guidance Document] At:least 5;ft;from impervious barrier to edge of SAS recommended) [310 CUR 15 255 2)(e)] r AMMOM Check DEP A,proval..letters for credits and design conditlans If used with pressure dosing.do not allow pressure discharge-,, to. our soil interface erafecf�m1 � P:- �Yflers � ' Was DE P Approval Letter provided and/or have:you reviewed the etterfor conditions? •.Isahe_technalogy.being:properly:applied-and does it meet all. DEP Approval Conditions? Is there a note on the plan regarding the requirement for 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; (4)(q)] RLS Stamp necessary on plan if a component is within five X feet of property line[310 CUR 15.412(4)] _ - New construction or increased flow proposed-- [Refer to 310 . v CMR 15.414] Address Sheet 6 of 7 - _ N/A OK NO Is the system m a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 151.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 1S 216(1)] t t IN Pumping to septic tank? [ 310 CMR 15.229] `x Shared System[310 CMR 15.290] Address Sheet 7 of 7 , QEr � I � Ln Ul Postage $ r—1 Certified Fee C3 Postmark ! O Retum Receipt Fee p (Endorsement Required) �' He ry�1�1 0 Restricted Delivery Fee ��-2 (Endorsement Required) O Total Postage&Fees Li..nf1C.�� r-R rq Ms. Carol Ellen Horgan r- 55 Davis Hill Drive E Weston, CT 06883 Certified Mail Provides: a A mailing receipt o A unique identifier four your mailpiece o A record of delivery kept by the Postal Service for two'years Important Reminders: a Certified Mail may ONLY be combined with First-Class Mails or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee'or addressee's authorized agenLAdvise the clerk or mark the mailpiece with the endorsement"Restricted Delivery° • If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present It when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530.02.000.9047 7777777 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY E Complete items 1,2,and 3.Also complete A. Sign a ure N item 4 if Restricted Delivery is desired. ❑Agent s Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by( Name) C. Date of O Attach this card to the back of the mailpiece, ..� I or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Ims. Carol Ellen Horgan i 55_DavisHill Drive westorl,CT 06883. a ice Type . ertiffed Mail ❑Express Mail _ ❑Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. J a 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number E e t; i t i E i t: ; _ : a (Transfer'from service label) 7 01,] :0 4t7(]� 0�0 1 4528 6799 I r r PS Form 3811,February 2004 Domestic Return Receipt ,<tp2§s�'.g2 Cv>rt5,'4Qs I UNITED STATES P R�IIG First-Class Mail °..,. ' �, : ,,,.• ostage&Fees Paid USPS ermit No.G-10 [3 _ ! 1 • Sender: Please print your name, address, and ZIP+4 in this box I Town of Barnstable I Public Health Division I 200 Main Streety Hyannis, MA 02601 ?1?!it3er.?ij:?!{s.hill...1 .!!!r ?i!i Town of Barnstable Barnstable THEd9 Regulatory Services Department• 1�'ca� p i' BARNSCABLE, ' MASS' 0p Public Health Division. - _ m �A i639` �� 2007 'Ea MAC a. 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 70110470 0001 4525 6799 April 30, 2012 Ms. Carol Ellen Horgan 55 Davis Hill Drive Weston,CT 06883 t - ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,-TITLE 5 The septic system located at 60 Winfield Way, Osterville, MA was last inspected on 10/26/2011, by Sean•M Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: e D-box was rotted and caving in-needs to be replaced e Both lines were inspected,both lines had a large amount of sludge and roots penetrating'tank resulting in a clogged SAS. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. --- Failure to repair/replace the septic system_ with the deadline period will result in future enforcement action. i PER ORDER OF THE'BOARD OF HEALTH'y ;okmasXe—a—nR.S.. HO Agent of the Board of Health t' rqF, Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\60 Winfield,new owner.doc Ln rru OF 1 _ , E m Postage $ � Certlfled Fee (fit 05 Return Receipt Fee. H (Endorsement Required) O Restricted Delivery Fee A q (Endorsement Required) - 6 C jC3 Total Postage&Fees $ 0 Q r- Barbara M Rosiello&'Samuel'S.,Mullin- 60 Winfield Wa Osterville, MA 02655 ~- - r Certified Mail Provides: a A aiung receipt (asane60 ZppZ sung ppss w,oj Sd Q A unique identifier for your mailpiece . o A record of delivery kept by the Postal Service for two years Importanta Cei'ed Mail may ONLY be combined with First-Class Mail®or Priority Mail®. a Certified Mail is not available for any class of international mail. _a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. a For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the maiipiece with the endorsement'Restricted-Delivery". d If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail ; IMPORTANT:Save this receipt and resent it when making an inquiry. Internet access to delivery informs ion is not available on mail addressed to APOS and FPOs. - - i SENDER: COMPLETE THIS SECTION ,; COMPLETE7HIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent M Print your name and address on the reverse ❑Addressee Cso that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery O Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No N I Barbara%M Rosiello & Samuel S. ullin'! 60`Wmfield Way O'sterville;NIA 02655 3. Service Type ❑Certified Mail ❑Express Mall ` ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑,Yes 2. Article Number- 7006 0810 0000 3524 5676 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • — I I I Town of Barnstable Public Health Division 200 Main Street j Hyannis, MA 02601 I I I ,• I I RAW f� ti U.S.POSTAGE>>PITNEY BOWES t"HE'{�w,�, Town of Barnstable I r '• /� _ Public Health Division �� ` R.RN�AFIM 200 Main Street e 0 MAC. - �, h ZIP 02601 rr rA it fD aa+"0 Hyannis,MA 02601 ,i- A , 02 1VV 00�7•�79 0001361475MAR. 19. 2012. 7006 0810 0000 3524 5676 --- - - - -- -- Barbara M Rosiello & Samuel S. M NOT 60 Winfield Way ICE 2nr Osterville, MAC 02655 tjr- I ';J W i:1.:3!„�� l w RETURN TO SENOMR NOT DELIVERABLE AS ADDRESSED 4 UNABLE TO FORWARD BC: 0.2601400200. *2984-0194+4-19-41 i 7 %r f n � 1 F. - ' 1 t I > rt Town of Barnstable Barnstable ��°p SHE T�ti 63q. Regulatory Services Department ;erieaC BARNSTABLE, Q MASS. r) Public Health Division _ Qjo a �0 ,E0 Mp,>, 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7006 0810 0000 3524 5676 March 15, 2011 Barbara M Rosiello & Samuel S. Mullin 60 Winfield Way Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 60 Winfield Way, Osterville,MA was last inspected on 10/26/2011,by Sean M Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • D-box was rotted and caving in-needs to be replaced • Both lines were inspected, both lines had a large amount of sludge and roots penetrating tank resulting in a clogged SAS.. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. Failure to repair/replace the septic system with the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent..of the Board of Health Docuirientl ^',LISPS.com@-Track&Confirm https://tools.usps.com/go/TrackConfirmAction.action English Customer Service USPS Mobile Register 1 Sign In WSPS. IVI" Search USPS.com or Track Packages Quick Tools Ship a Package Send Mail Manage Your Mail Shop Business Solutions Track & Confirm GET EMAIL UPDATES PRINT DETAILS +- YOUR LABEL NUMBER SERVICE STATUS OF YOUR ITEM DATE 11 TIME LOCATION FEATURES 70060810000035245676 Delivered March 23,2012,10:48 am HYANNIS,MA 02601 CertifiedMail Processed through March 23,2012,2:53 am WAREHAM,MA 02571 USPS Sort Facility Moved,Left no Address March 21,2012,8:55am OSTERVILLE,MA - Undeliverable as March 20,2012,12:09 pm OSTERVILLE,MA 02655 - Addressed - - Arrival at Unit March 20,2012,8:37 am OSTERVILLE,MA 02655 Processed through March 20,2012,3:13 am WAREHAM,MA 02571 USPS Sort Facility Check on Another Item What's your label(or receipt)number? Find LEGAL ON USPS.COM - ON ABOUT.USPS.COM OTHER USPS SITES Privacy Policy, Government Services) About USPS Home; Business Customer Gateway) « Terms of Use, Buy Stamps 8 Shop, - Newsroom, Postal-Inspectors, _ FOIA, Print a Label with Postage, Mail Service Updates, insliector General, No FEAR Act EEO Data, Customer Service, - Forms 8 Publications> _ Postal Explorer) Site Index r - Careers Copyrights 2012 USPS.All Rights Reserved. - https://tools.usps.com/go/TrackConfirmAction.action 4/24/2012 Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=6677 Logged In As Parcel ®etai f Monday,April 30 2012 Parcel Lookup Parcellnfo , Parcel ID 116-101 DeveloperLot LOTH Location 60 WINFIELD LANE ( Pri Frontage 160 I. Sec Road I Sec - - - Frontage -- Village OSTERVILLE I Fire District C-O-MM Town sewer exists at this address No I Road Index 1860 Interactive Ma Owner Info Owner HORGAN, ELLEN CAROL I Co-owner %ROSIELLO, BARBARA MULLIN Streets 55 DAVIS HILL DRIVE ( Street2 City WESTON I State CT Zip 06883 Country J Land Info Acres 1.05 I use Single Fam MDL-01 ( zoning'RF,1 Nghbd .0122 Topography Level I Road'Paved utilities Public Water,Gas,Septic I Location Excel View Construction Info Building 1 of 1 Year Roof Ext Built 1964 Istruct Gable/Hip wall Wood Shingle 1e Living 1839 I Roof Asph/F GIs/Crrp I AC None I FEP Area - Cover Type 18 Style Colonial I Ill Drywall Bed 4 Bedrooms I FOP oAs Wail . Rooms 15- 27.... 42 Int Bath, Model Residential Floor Hardwood Rooms 2 Fuil FUS Grade Average I Heat Elec Baseboard Total 7 Rooms I Is ans Type Rooms 34 Stories 2 Stories I Heat Electric I Found Typical FOf6, -- -. -- Fuel ation Gross 2606 Area Permit History http://issgl2/intranet/propdata/PareelDetail.aspx?ID=6677 4/30/2012 Health Master Detail http://issgl2/in.tranet/healthMaster/HealthMasterDetail.aspx?ID=l 16101 Health Master Logged In As: TOWN\flynnj Health Master Detail - - Wednesday;Haich:14 2012 - ' Anolication Center. Parcel Lookup .Selection Items. Reports - - Parcel Septic Perc Well Fuel Tank „ Parcel: 116-101 Location: 60 WINFIELD LANE,OSTERVILLE Owner: HORGAN,ELLEN CAROL - - - Septic 1 t New Septic... - Permitnumber:F— Permit type: Select type- Complete system:*I I Issue date :F_?J Complete date ' Septic tank size:1 Type/Size of SAS.. ' Installer: I Select Installer Card on file: F,. t e I/A service type: Select service Innovative/Alternative Technology type: Select lA type s Variance date: F— '(" p{ .�Abandon complete date T11; Abandon permit number Repair deadline date : 11/8/2012-�'"kj' Repair notification date 11/8/2011_ ; Keyword: 1- i I Comments: created for septic inspection` =r' Delete Septic. Inspection 10/26/2011 New Inspection..: - - f. Number Inspection Date Inspector Result I. Ir 6908 10/26/2011 Jones,Sean F(Fail) ;The following ccndition(s)are occurring: i f discharge or ponding of effluent to the surface of the ground § , ,F pumping more than 4 times during the-last year NOT due to clogged or obstructed pipe . 1— backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool I static liquid level in the distribution box above outlet invert due to an overloadedor clogged SAS or cesspool F any portion of the SAS,cesspool,or privy below high groundwater elevation F any portion of the cesspool within a Zone 1 to a public well ' F any portion of a cesspool within 50.feet of a private water supply well with no acceptable water.quality analysis 4' Received Date Comments 11/3/2011 10ne(1)year Itr sent-D-box was rotted and caving in nneds to be replace!�', Delete Inspection _T�.,,._ _._ . ,. ._-- .- __.� .._.__—.�_- ...�.;,..•„-..ter —�:,.�a--�•------ __��I Save Septic Changes I Return to Lookup• I I http://issgl2/intranet/healthMastdr/HealthMasterDetail aspx?ID=116101 3/14/2012 r Health Master Detail http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=116101 ' r" Health Master _ Logged In As: T01VN\flynnj Health Master Detail Tuesday,December 112012 ADolication Center Parcel lookup Selection Items Reports Parcel Septic Perc i Well I Fuel Tank Parcel: 116-101 Location: 60 WINFIELD LANE,OSTERVILLE Owner: HORGAN,ELLEN CAROL Septic 1 New Septic... YP type P Y r Permit number: Permit type: Select t e Complete system: f ' Issue date :F_ 11I Complete date Septic tank size: Type/Size of SAS: Installer: I Select Installer } Card on file: I i I/A service type: Select service - Innovative/Alternative Technology type: JSelectlAtype Variance date: Abandon complete date: — . � Abandon permit number: Repair deadline date : 4/30/2013 liEl Repair notification date : 4/30/2012 Keyword: r Comments: *created for septic inspection Delete Septic Inspection 10/26/2011 i New Inspection.._ a Number Inspection Date Inspector Result - 4 (` 6908 10/26/2011 1 Jones,Sean . F(Fail) The following condition(s)are occurring: f discharge or ponding of effluent to the surface of the ground (• r pumping more than 4 times during the last year NOT due to clogged or obstructed pipe f backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool F static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool 1' F any portion of the SAS,cesspool,or privy below high groundwater elevation I— any portion of the cesspool within a Zone 1 to a public well 1 r any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis f' t Received Date Comments One (1) in , (^'year ltr sent - D-box was rotted and caving g Delete Inspection I ,:�• in - needs to be replaced - Both lines were inspected, t both lines had a large amount of sludge and roots {i penetrating tank.jmf Pero Test 4/6/12 - House sold f! / 3/9/12 - Barbara Rosiello new owner - 8/21/012 BOH F11/3/2011 f' mt'g - Matthew Eddy, Baxter Nye, will try to adjust t3f the plan to permit 50 ft setback of the leaching system to the wetlands. If not possible, the Board is intrested in an I/A system.jmf - Board Mt'g 9/18/2012 i. moved to 10/9/2012 - Mulitiple variances, h J II Save Septic Changes I Return to Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=116101 12/11/2012 ' d Ln ru _ F - FriPostage $ O ' C3 WOW Fee � 0 0 Return Receipt Fee (Endorsement Required) O Restricted Delivery Fee rq (Endorsement Required) M Total Postage&Fees is \ Q� r Carol Horgan- 60-Winfield Way- _... _ _.__• I Osterville, MA 02655 { i Certified Mail Provides: y Z A mailing receipt (asianaa)zooz eunr goose uuo-4 sd b A unique identifier for your inaiipieak, to A record of delivery kept by the Postal Service for two years Important Reminders: n Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail&� b Certified Mail is not available for any class of intemational mail. e NO INSURANCE COVERAGE IS PROVIDED with. Certified Mail. For valuables,please consider Insured or Registered Mail. p For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt seance,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized a ent.Advise the clerk or mark the mailpiece with the endorsement"Restricted'Belivery". of If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. 'IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available an mail addressed to APOs and FPOs. {{ :I COMPLETE-THISSECTION ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ® Print your name and address on the reverse X �' ❑Address so that we can return the card to you. B. Received by(PrGed Name) C. Date of Derive a Attach this card to the back of the mailpiece, or on the front if space permits. A i ry address different from item 1? es 1.,Article Addressed to: � ter delivery address below: No r + >7 KCarel."Iorgan �Q -60 V to ield Way Osterville,MA 02655 a ice ❑Certified Mail ❑Expeess Mail ❑Registered ❑Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑yes F 2. Article Number i ; ;; ; 7 0:0 6i 0810 a a a of f 315 2 4 5 4 4 7. (transfer,.from senice'label) I i !;j ;i 1 r, a PS.FOrm 381,:1 rt,.Februaryi � 2004 Domestic Retum Receipt 102595-02-M-1540 ,: o � : ; t:� t € I UNITED STATES POSTAL SERVICE First-Class Mail z Postage&Fees Paid I ZZ, LISPS Permit No.G-10 • Sq'nder: Please printyour name, address, and ZIP+4 in this box • fowA7of Barnstable -"'Public HealthDivision 201f'Main Street) Hyannis, MA':02601 W - Town of Barnstable Barnstable �p SHE Tp� Regulatory Services Department 1 i BARNSTABLE, MASS. $.e3q. Public Health Division �A �� rf0 M _"`a 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO { CERTIFIED MAIL # 7006 0810 0000 3524 5447 November 8, 2011 Carol Horgan 60 Winfield Way Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 60 Winfield Way, Osterville,MA was last inspected on 10/26/2011,by Sean M Jones, a certified septic inspector for the State of Massachusetts: The inspection of the septic system showed that the system"Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • D-box was rotted and caving in—needs to be replaced • , Both lines were inspected, both lines had a large amount of sludge and roots penetrating tank resulting in a;clogged SAS. You are ordered to repair or replace the septic system within one(1) year from the date you receive this notification.' Failure to repair/replace the septic system with the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH T cKean, R.S. CHO Agent of the Board of Health , Document] VJSA-5 --l/MP-eO �i �3ex r Commonwealth of Massachusetts 4 .Title 5 OfficialInspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information required for every Osterville Ma 02655 10/26/2011 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. Capewide Enterprises rb Company Name 153 Commercial St. Company Address fum F54- M Mashpee Ma. 02649 Cityrrown State Zip Code 508477-8877 SI 4522 Telephone Number License'Number B. Certification 1 certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. l am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.00).The system: ❑ Passes ❑ Conditionally Passes Fails ❑ Needs Further Evaluation by the Local Approving Authority C) 10/26/2011 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (13olrd of Health or DEP)within 30 days of completing this inspection. If the system Is a shared stemr has a design flow of 10,000 gpd or greater, the inspector and the system ownertshall submit the&" report to the appropriate regional office of the DER The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions-at the time of-inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•11/10 Title 5 Official'Inspection form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health„ safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool.or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply ❑ ® well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: 2009=21,000 total = 58 gpd 2010 = 28,000 total = 77 gpd Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts L W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. City,?own State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Re ason for um in p p 9 Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage.Disposal System Form - Not for Voluntary Assessments ;M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: original 1964 +/- Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan).- Depth below grade: 1.5 feet Material of construction: ❑ cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints ok, no leakage, vented through roof Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallons Sludge depth: t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 I Commonwealth of Massachusetts L r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osteryille Ma 02655 10/26/2011 every page. City:rrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 3.5' Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers and took measurements Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank should be cleaned soon and again every 2 years as maintenance. Water level was ok, tank was not leaking and was structurally sound. Outlet tee was intact and in good condition. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 A Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osteryille Ma 02655 10/26/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Citylfown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D-box was rotted and caving in. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 16 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 2 ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching facility consists of 2 perforated lines on a bed of stone, pipes are made out of orangeburg. Both lines were inspected with a video camera, both lines had a large amount of sludge buildup and roots penetrating through the holes resulting in a failing septic system inspection. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 L u Y Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. CityFrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): (Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 OfficialInspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for every Osterville Ma 02655 10/26/2011 page. City,rrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately o � t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-.Page 15 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osteryille Ma 02655 10/26/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Groundwater elevation was not established Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 L Commonwealth of Massachusetts 1; Title 5 official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 60 Winfield Way Property Address Carol Horgan Owner Owner's Name information is required for Osterville Ma 02655 10/26/2011 every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 °FTC Town of Barnstable Barnstable A9-AmaicaCity Regulatory Services Department i BARNS-(ABLE. Hass• Public Health Division �A .e�q. �m 200T TFD MAC a 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 ''Thorrias F.Geiler,-Director - FAX: 508-790-6304 Thomas A.,McKean,CHO " CERTIFIED MAIL # 7006 0810 0000 3524 5447 fi November 8, 2011 Carol Horgan 60 Winfield Way Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE.5 The septic system located at 60 Winfield Way, Osterville,MA was last inspected on 10/26/2011, by Sean M Jones, a certified septic inspector for the State of Massachusetts.. The inspection of the septic system showed that the system"Fails"under�the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: R • D-box was rotted and caving in-needs to be replaced • Both lines were inspected,-both lines had a large amount of sludge and roots penetrating tank resulting in-a clogged SAS. You are ordered to repair or replace the septic system within one (1)year from the date you receive this notification. Failure to repair/replace the septic system with the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH T cKean, R.S. CHO „Agent of the Board of Health • Document]' ry l USPS.com®-.Track&Confirm https://tools.usps.com/go/TrackConfirmAction.action - - English Customer Service USPS Mobile Register I Sign In Seas ,i USP.:.aim or Trac; Chick I ODIS i',ip Packa";r ,:sr:d iviai; Prlanoge i':;ur Mail Shoo E wets 5oliliioiis Track & Confirm You entered:70060810000035245447 Status:Delivered Your item was delivered at 12:24 pm on November 09,2011 in OSTERVILLE,MA 02655.Additional information for this item is stored in files online. You may request that the additional information be retrieved from the archives;and- - -that we send you an e-mail when this retrieval is complete.Requests to retrieve additional information are generally processed within four hours.This information will _ remain online for 30 days. - - I would like to receive notification on this request - - Restore - - Find Another Item What's your label(or receipt).number?. Find LEGAL ON USPS.COM - ON ABOUT.USPS.COM OTHER USPS SITES P r,�lir,, :ver;;:ne:nl Sr�:rv,r,.cs, !• Ii: Gc ..,,.bo, US�PS r:orre (i�is�ness Cusicmer h5u:]Y• - Iem'sciU•,, L,".smmps Shop: - PCiV:: - I rn,.:LJL:.:tra I'r,:.L:gc; _ - .�P:,.:u.,_IJp[io.r In;pe,_.�r Grn-rl i - 4i FEAR!!e`.Li_Ci O�te. r. %asl.,m..r 5.•rcii r (..r.u. -.ii.,'r.r ,n;',o t .- - - I- :: ",:• - - CoP,nrp•�'.;%!1i_I,.2p9 t 11.2r de( e;d.. .. - Y https://tools.usps.com/go/TrackConfirmAction.action 3/14/201T ,� Parcel Detail http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=6677 �.. - THE ITY }y; a .w; . 09 (fARTtSTALiLE' ° 4im _ Logged In As: Parcel Detail Tuesday, December 18 2012 Parcel Lookup Parcel Info Parcel ID f 116-101 I Developer LOT H Location 160 WINFIELD LANE I Pri Frontage 1160 I n Sec Road Sec Frontage Village JOSTERVILLE I Fire District:C-O-MM Town sewer exists at this address No I Road Index 1860 I X- � Interactive Map x ' Owner Info Owner I HORGAN, ELLEN CAROL I Co-Owner'%ROSIELLO, BARBARA MULLIN Streets 155 DAVIS HILL DRIVE I Street2 City IWEESTON I State I T x zip 06883 Country J j� Land Info Acres 1.05 use Single Fam MDL-01 I zoning,RF=1 Nghbd 0122 Topography Level I Road I aved Utilities Public p Water,Gas,Se tic Location Excel View Construction Info Permit History Issue Date. Purpose Permit# Amount. Insp Date Comments 8/28/2006 Repair Work 20062008 $30,000 2/21/2006 12:00:00 AM - Visit History. Date e = : •" Who Purpose 7/19/2012 12:00:00 AM Pamela Taylor In Office Review 2/7/2012 12:00:00 AM Denise Radley In Office Review 3/29/2011 12:00:00 AM Michele Arigo In Office Review 4/2/2010 12:00.00 AM Jeff Rudziak Abatement Review 6/17/2008 12:00:00 AM Karen Perry In Office Review 6/11/2007 12:00:00 AM John Greene New Construction 10/19/2006.12:00:00 AM Paul Talbot Cyclical Inspection http://issgl2/intranet/propdata/'ParcelDetail.aspx?ID=6677 12/18/2012 g:..... i yk 2 . 'OMCIM INSPECTION-FDRM -NO'TFOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM YN'SPECTION FORM PART C. SYSTEM INFORA7[ATION(continued) li;roperty Address: 6D.,Wi.nf i P l d..wa y .Osterville MA 02655 Omer: Carol H r{fin Date of Inspection; 7/2 S/n 1lKt;'fCH OF•SEWAGE DISPOSAL SYSTEM • Provide a sketch of the sewage disposal system including ties tout least two permanent nfer0ke landmarks or �beazhraar3cs Lacate.all,wells•within la0 fset�Locate.where-publiawamr:supply ontprs tftp building. d ZT 39Vd NOS V 839WO3VW'd'C 8L9T-06L-80S ZT:TZ b661/9A/10 ve DATE 7/25/06 • P�*PERTY ACMES 60_..wi,n'f.ield:".Way .:: patervjlle MA 02655 �,�above.date,-ihe aeptic-str�-Bl-the AddrMAb "_wns Inspected. �Tbl�cstem:.consists:of.the.foUowl rW: 1. 1-1000 gaBlon :eeptic tank., L.9aW.,on:Inepectlon..1 cettUy the following conditions: 3.1 7hie i.e a 7i.f2e .��e . heptie eyd em. - • /12U12f-4__ l0A- .L/!,g_.D2daa'- :a# .Ih-& pAAeA-en.t..t iffle.- Leaching �ield'wae d4y., Name: Robert A. Pedlinl Company: Joseph P. Macomber & Son Inc Cent®nrule_ Mass 02632 77. -3338 or 5 -775-6413 J SEPH�:"i�tACOMBER & SON,` 1NC' Tanks-Cesspoolrleachflelds ' Pumped 5 instatt4 i Town Sew@f COnhOctiOns "---9ox-66 -Gentervillei-MA 775=3336 775-6412 1 , Z0 39Vd NOS W N38WO0VW'd'1' BLSi-06L-80S ZI:iZ 0661/90/10 COMMONWEALTH OF MASSACHU$ETTS EXECUTIVE OFFICE OF-ENVIRONMNTAL AF'FAIR.S `.� .•.CEP'ART11q��TTC1P'-EI�RRai�iMENTAL..PBOTECTION TTITLE 5 o�R ,,LNSp,ECTLON F'QRM.-.POT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL_ SYSTEM FORM CERTIFICATION . Pro Address: ..��60 Winfield Wa iTs Vim'. . - y -e..MA- '5 Owner's Name: Carol-Horgan 4wner15 Address: "PO,-B=...306 Ostp*-Vil 026t)1 h-5./D Fi lbate-ot Iti'pedle : �h1l�eoc tsar::-(pk= Ro t `Company Name: o.n n a. Ma11�g Address:.- , AA �n a�e. -632 -Tekphont.Numher: 5 0 9-775-3338 CERTIFICATION STATEMENT "T ceKiFy that i havepersottaily it+spccud tlm scwa&e-disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my i eaparience.-in.;the proper,furiction and maintenance of ow site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15:340 of Title 5(310 41ft`1'b:000);-The system: Passes ,- Conditionally Passes Deeds-Fuither'Evatuation-by-the LocalAppreft-Authority ,. 8 tor's Si atpre: Date. utorshal!submit a copy of this ftq*cdoz report-to the Approvin&AuthasltY(Board ofHeSM or y flow of-10,000 ' DEP)within 30 days of completing this inspection.'if the system, a slaerad'�yatera o�rhtss-a-dts regional office of the . pd or�eaur,the inspector and the system owner.shall submit the report to the appn*rb to regi . DEP.The original should be sent tothe system owner and copies zen.t to the buym -applicabls,and the° 01'10g • �rrthority. *otes and Comments t .... i6n-sad-underlhe conditions of use at that This report only describes cottditiatrs�t the rites vt ins4+ time.This Inspection does not address how the system will perform in the future under the same or dlttereat conditions of use. T:.; �...»,..:. r,..�..._6/a mono. __page I E0 39dd NOS W d3SWOOVW-d-C 8LST-06L-80S ZT:TZ b66T/90/10 Page 2 of 11 `-OFFICIAL INSPECTIOMFORM—NOT FOR VOLUNTARY ASSESSJW9NTS .-SUBSU'RFACESEWA-GE-DISPOSAL SYSTEM INSPECTION FORM PART A t'ERTIRCATION(continued) Pr�e'!y Address: 60. Wittfi,e-14—Way stery le, MA 02655 -~�rnsr•.. :.earnl...Itorgan Date of Inspection: 7/2 5/Q F_ Inspection Summary: Cheek A,B,C.D or E/"W- iA mplete,en of Seetlon:D j A. System Passts: E5 `I P have not found any information'Whiich-indicates that-any of the failure criteria described at 31:0 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated Am indicated_beltSw. Commenta: - S`¢=lrt -:n n2o a4 w04k--ng o2dea at the pzeeent .time., B.'�yatem:CoaditlonBlly.Pstsses: _ . SND One or more system components,as described in the"Conditional Pgss".section,needto.'bt..rmplaced.or repaired.—Me system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined",please explain. _- The septic-tank_is-metal and over 24•years old•'or tim septic-un r(whether metat or:not)is etnteiurally unsatmd,-exhibits substantial t`tfittration or exTiiltration or tank failure is imminent.System will pass inspection ifthe =existing tank is replaced with a complying septic tankW approved by the-Board of Health. •septic tank will pass inspection if it-is-8tr4catratty sound,notleaking and-if a Certificate of Compliance -indicating that the tank is less than 20 years old is.ovailable'. ND explain: NO Observation of sewage backup'or break out or high static water level in the distribution box due to broken or '- s cted pipe(s)or due,to-a broken..settled or unevendistribmion box.-System will-pass inspection.if(with approval of Board of Health): ' _._ . broken pRe(s)_are.repleccd obstruction is removed distribution box is.leveled,or.replaced N1��aaio: ',AW ..The:system-Rquired.pumping more-than 4.times.-a,year-due-to-1token or obstructed-pipe(i).nc syskm'will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed In: b0 39tid NOS 'S 83SWOOVW'dT 8LST-06L-80S ZT.:iZ V661/90/10 f ,3.Af 1 _OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS -SUBSURFACES MAGE.DISP-OSAL SYSTEM-IWSP-ECIWN.FORM PART A ` _CERTIF.ICATION-(continued) Prbpe#y A"rea:..:-b 0..W-.nfleld..Wa: t Osterville MA 02655 OL'&,.. ACar-o-1. HoLgan Date of Inspection:= C. Further Evaluation is Required by the Board of Health: NQ .....Conditions:exist whichrequire.Auftrt.vAluation--bv&c.Board-of.Health-in.ordatodefttmine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1 xb)that the' ystem is not functioning in a manner wbicb-willproteel�ublle health,safety_and,tha,envfroamaot: n Cesspool or privy is within 50 feet of a surface water aSL Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh `2 ..System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environmeat: no -The system has aseptic-tartk an-d soil-absorption system-(SA-S)-aad tho-.SAS is wlthirll_00 feetofa surface water supply or tributary to a surface water supply. , ._no The system has aseptic tank and SAS and the SAS is within a Zone I of a public water,supply.' QLL The system has a septic tank and.SAS and the SAS is within 50 feet of aprivate,water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 5Qfeet or more Trott)a private water supply well•". Method used to determine distance vi,eua f ',-*.*This system.passes if the well water analysis,performed at a DEP certified laboratory,for coliforro �b"acteria and volatile organic compounds indicates that the well is free from pollution from that facility and lhe,presencc.of ammonia nitrogen and nini t -nitrngen_is equal to_or.lesa_thaes ppnq provided that-no ether failure criteria are triggered.A copy of the analysis must be attached to this form. 3 SO' 39Vd NOS ? N39WO3VW'd'C 8LST-06L-809 ZT:TZ 0661/90/TO F�ge,4,of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS -SUMURI*ACE•SEWA—GE'DISPOSAL SYS3'EIVITNSpizmON FORM PART A rtERTIFiCiTION(continued) `�y,Address: ,60..Xi-nf: elt7.:WA.y ' Osterviile MA 62655 Date of inspection: 7 2 6 '�...•Syataa_Fall+rre.Critsrie�pplic$bleta ail•arstesns: You must indicate'yes"or"no"to each of the following,for all inspections: Yes No Backupofsew..age.into,.facilityAv,4yswmxamponent_due.t"vaig ed-or Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool 'Y -Staticliquid level in the distribution box"above outlet in due to an overloaded or clogged SAS or cesspool _ "Liquid depth in•ocsspool iflcss than 6-below invert o+available volume is less than'Wday flow X Required pumping more than 4 times in She last year.NOT due to clogged or obstructed pipe(&).Number -of tsmespnmped X Any portion of the SAS,cesspool or privy is below high ground water elevation. .,Any,portion of cesspool-wjrivy-it whin 4001eetofirsurface water°supply or tributary to a surface water supply. .._X...Anyportion of a.ctsspool,or privy-is-within-&Zone:l-ofwpublic well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. —... X An onion of a.ce _ ol�r i._: .isless.ihanlDO,feet.b•�::.__._.. ..�P � Pr YY ut-greater-than SA�feet-5�eitta-private water supply well with no acceptable water quality analysis.[This system passes If the well water analysis, _performed at a DEP certified Iaborator7,SnrsoWrm.bacterla�rtd-Yolatlkorg�ekf�psa indicates that the well is free from pollution from that faellity and the presence of ammonia nitrogen and nitrate nitrogen Is equal to or less than S ppm,provlded,tbat.no,other tallare criteria are triggered.A copy of the analysis must be attached to this forr[r.1 `(YCSMD)The systemYalts:'1`have-determined that one or.more�of she above failure.criteria exist as `described in 310 CMR 15.303,.therefore the system fails.The system owner.should contact the Board of 1 r�sdctetmitte what will be necessary•to-torrectthe-faiture. To be considered a large system,the system must serve a facility with a design flow of 10,000 gpd to 13,000. You must-indicate either"yes"or"no"to each of the following: �fNlowtng-criteria--applyto=large systems in-addidowto the criteria-above) X the_system is-within 400 feet:of a:sur.face drinking-water supply X the system is within 200 feet of a tributary,to a surface drinking water supply X the system is located in a nitrogen sensitive area(interim Wellhead protection Area—IWPA)or a mtpped \Zope.11 of.a-public water_sLpply well ,,if you have answered"yes"to any question in Section E the system is considered a significant threat,or answered ' "yet"in Section-D abovt the—large system has failed-.'The owner or operator of any large system considered a significant threat under Section E or failed under Section D shell upgrade the system in accordance with 310 CMR 15:394.The-system owner shovhi-contact-the-appropriate regional office of the-Department. 90 39tid NOS 'S b3SWOOVi -d`f 8LSi-06L-809 ZT:TZ b66i/90/10 Pa it-5-af l,1 OFFIc`IAt. [ PEGTIDN,FQRM—.NOT.FOR V4DL 7N!rARV ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM CHECKLIST TropertyAddress: 60 Winfield Way Owner: Carol Horgan �1ate.of:Ins pectlon: 71251,p.6 Check if the following have been done. YOU Must,indicate"yes"or"no,,as to each of the fooilow�nj• X Pumping information was provided'by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? '_�L-tfave-farge volurtm-ofwatrrtn:enintroduced-to-the-system recently or as part of 04 inspection? X ..,Were as built plans of the-system-obtained-attd extunined?{lfthey-were not-available'note 99 WA) Was the.facili y,or,.dwelling inspected:forsigns of sewage back.up 1, ... ....Was_the,site.inspected_for-signs.of break out? --a'. _ Were,all system.component s,.excluding the-SAS,4ocawA-on.site:? X _ Were-the_septic_tank.manholes-uncovered 4pened,and the interior of the tank-inspected for thecondition 44a baffles or tees;material of construction,dimeusions,*dep*of liquid;depth-of sludge and depth of scum? •Was the facility owner(and occupants-if-different framowner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption'System(SAS)on the site has been determined based on:. ;`Yes ...no • . X Existing information.For example,a plan at the Board of Health. X Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance `is�taacceptable}(3-1D:CMlt-1S.303(3)(b)] , L0 39tid NOS W 839W00VW'd'P BLST-06L-80S ZT:TZ b66T/90/10 f Pa7iet3 or t I OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS �SURSMACESEWAOE.DISPnSAL•SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Prdperty�ddresa �D,..jv�nfield Warr s -Osterville MA 02655 1AWaer•..... jCar01_Hor An _Date of Inspection: . 712 6 F L0W-C©NDITI@NS RESIDENTIAL �Alumber_at btdrooms(design):' 4 Number.of bedrooms(actual):4 DIrSIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms)4 4 0. `Number of current residents: 1 Does residence have a garbage grinder(yes or no):n o Is laundry on a separate sewage system(yes or no);no [if yes separate ins pection.requiredl Liundry system inspected(yes or no): It o Seasonal use:(yes orno):no 2004=240Q¢ yaXion4 GpDjz 65.i 75 Water meter readings,'ifwatlgble°(last 2'years usage'(gpd))"`20 tT5=_72)yUU ga��o n 4 i91sD'=6 0 77 Sump pump(yes or no): no of occupaacy: ..:../�a.�4.en t CO1N�4ERClAIfV��}Sa'RlEI►3. N/A CType of establiAujitnt: �E++•� on•3I9��SR 13:243j: _.:�d • Basis of desigp-flow(seats/persons/sgft,etc.): trap present(yam no):__- Industrial waste holding tank present(yes or no):, wtoa-sanitary.waste.discharged to:the Title S,system;(Yes or,no) Water meter readings,if available: 1�"te,of occppaney/usA. O'IYiF (describe): _ -GENERAL.INFORMATION Pumping Records _ ISwxe,of.information: 6/1104 a.,P.t <Nacomle4 main.f Was system pumped'as part of the inspection(yes or no): cue 4 of -es,volume pumped:l G allons--How was quantity pumped determined? m ea 4 fL2 ed Reason for pumping:' maim i �,IYPE.OF SYSTEM X Septic tank,distribution box,soil absorption system. • _-Sir'glesessPool Overflow cesspool _Shared system(yes or no)(if yes,attach previous inspection records,if any) lnnovatiyelAlternative technology.Attach.a cgpy.of.the,currentoperrtion-and.maintemnce contract(to be obtained from system owner) Tight tank _Attach a copy of the DEF. pproval Other(describe): .,,Approximate age of all components,date installed(if known)and source of information: , Of...yaan.-4 44Msewageodorsdetected,wheaarriving.atthe-site_(yes-or_no): no ' `6 80 39dd NOS W 838WO0VW•d'C 8L5,T_06L=805 Zi:TZ 0661/90/10 Page 7 of 11 .....-OFFICIAL.INSPECTION- FORM.-.NOT_FOR:V-OLUNTARV-ASSE SMENFS SUBSURFACE SEWAGE DISPOSAL'SYSTEM INSPECTION FORM SYSTEM INFORMATION.(continued) ,Property Address: 60 Winfield Way Osterville MA 026515 Owner: Carol Hor an Date of Inspection:_71 2 5 56 BUILDING SEWER(locate on'site plan). 24' .Depth below grade: �&dateriais.of.construction:,�-cast-iron X..40.P:VC�:-Other,(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): erat SEPTIC TANK: 4te4locate on site plan) 1000 ya.P,Qond Depth below grade: 18' `Adaterial.nfsonstruction:.X..concrete .-_metal :.,fiberglass: �polyrAyleae other(explain)f-taajc 1_ -is metal list age:_,,i3 age.canfumed by a-C-a e,of Compliance{yes fir no): ( a espy of certificate) �' -0itrteruiaru: .8/b'.X 5.'_8._'.X.4,T 0 A Slug dgedepth:T° t4ace `l�tstntice•fron+top-of slddge.to-itoteo>��of outk�teeoebaflle: :t za.ce `-Scum thickness: t a a e e Bivaace from top of_scum as top of outlet,teeor baffle: 14ace C Distance from bottom of scum to bottom of outlet tee or baffle: Ana c e l;w were dimensions determined: mea,4u)Led Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels elated to outlet invert,evWcme.of-leakage,•etc,): 1,%Mn Lank n)jvny 2T1Z A_. Tr aQ i IE a 11-e 4.0 n:Etzce,� 7a:.Sr.. 6-.�f�etcfun.n�D �pRd t_ �R ASE TRAP;zo (locate.on.site,plan) , Deii"elo..w grade;T . M, tena of construction:_concrete metal,fiberglass_polyethylene—other (ex )= Dimensions: thickness: Distance from top of scum to top of outlet tee or baffle: l9�from bottom.of scum to.bottom of outlet.tee.or-baffle: Date of last pumping: Zomments,(on_pumping recommendations,inlet and outlet tee.or baffle condition,structural.integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): '--�.aen.e� -.ta.an .ie .not nn.ee-eat 7 60 39tid NOS W a39WO3VW'dT BLSi-06L-809 Zi:iZ D66i/90/I0 Page 8 of l l _ OFIkICI�EL INSP)f C'I'ION FORM NOT FOR VOLUNTARY ASSES$MILNTS �.SUB$URFASE.'!il�AG>!yyNBPECTION FORMr- PART C � ON(continued) Property Address: 60 Winff.e,],c„Way 0 t:ervi le MA 02655 tcof-Ioapection: „T1CyT.pr IipLDING AIiA(; .N.0•T -must bepumped at time of inspectionxlocate on site plan) �Depth Material of construction: concrete ' _`8 pol metalfiber lass ' y +y eth lone other(explain):_. Dimensions: Capacity: ailons sign'Flow: aallons/day Arm L la present(yes or no): krel: Alarm in working order(yes or no): t-Date of last pumping: Wommentd(condition ofafarmattd float switches,etc.): ' DISTRIBUTION BOAC: NO (if present must be opened)(locate on site phut) Depth of liquid level above outlet invert: Comments(note if box is level and-distribut'(: to outitt"quGh-any-eroidence-of solids cats�,Over,any evidence of leakage into or out of box,etc.): _ DiA1,7 ut ioa fox iz PUMP CHAMBER: NO (locate on site plan) Pumps in working order(yes or no): 4lanttsjn.working order-(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pum cahmQez �e .reot:: neeent .e 0i 39Vd NOS �8 d3SWO0VW'd'1' 8LSI-06L-80S Zi;IZ P661/90/10 Page 9 of 1.1 GM4C-IA,L I 'ECTiOtV;FOR]VI NOT FOR VOLUNTARY SUBSURFACE SEWAGE DISPOSAL s_ySTE ld. Ojq ASSESSMENTS PART C �j�ON FORM SYSTEM INF'ORMATION..(cvmtinued) ,Property Address: 60 Winfield Way Ost�rv -lie M ' Owner: Carol Horaa_n A.. 'Date of Inspection: .7/2 s,L06 SOIJ-ABSORPTION SYSTEM(SAS):_ poeate.on�tte$tae�esresystionrDr raq�ire0) . `f*S•nor located explain why: Located a e a to, 'T _leaching pits,number:_ leaching chambers,number: leaching galleries,number: Teaching trenches,number,length; "leadung fields,number,dimen ns:I -overflow cesspool,number: ; imovativrt/alternative system Type/name of technology: `Comments(note condition of soil,signs of re javel.ofpond hydraulic failu ' _ mS.d +p-f►+4 cenditiorrof vegetation, ,-� Loamy to medium eand.' No bi ne o 9 Zai8uae oA ondtn. .Sai4l a4e CESSPOOLS: NO (cesspool must be pumped as part of inspection)(locate on site plea) Number and configuration: Depth-top of liquid'to inlet invert: epth of solids layer: Depth of scum layer: _ _ ;,:©imensionsofcesspooi: _ `Materials of construction: dieation•o fg'oundwaterurtlow-(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of pogding,.condition.ofaregetatlon, . 414IVY: NO _(locate on-site-Plan) {` Materials of construction: �iweatioru: Depth of solids: (notacondition of.soilvsiga"fhydrautie-failuee�level oTponding,condition of vegeution,etc.): 1�ne�y id not /7aeeeat 9' + I 39tid NOS W 839WOOM'd'17 8L5T-06L-805 ZT:TZ 066T/90/10 OFMIAI:INSPEcI ION-FORM- -NOT-FOR VOLVNI'ARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART C. ` SYSTEM INFORMATION(contln=4) epe+�ry Address 6D.:Winf i P l d".Wa,y II Osterville MA 02655 O�kner Carol N9=9.i2n Date of Inspecttoo: 7/2 S/0 6 5 IC TCR OF SEWAGE DISPOSAL.SXS.TEM provide a sketch of the sewage disposal system including ties to at least two permanent rpfes$nce landmarks or �bencbmarYs Locate.all,wells.within A00.feet-Loeate.where-publicwawr.supplyenterstFtpbuilding. t • .._.:..1.0 : ZT 39Vd NOS N3E1WO0V-CdT 8LST-06L-80S ZT:TZ 17661/90/10 •wrt�rwrwr•�ww.+w1M.'.�ww M+A'1/ ,:, . TOWN 00 E DOA1tD OF. IIRAV141 A0118URPACR RMAQR 018k)SAla 13 8T IN8rKC1'ION YOttM, PART DBttT�PICllFl9ti -??n of FAIN? OL9016?- PnopkitTy xppj rgD 5� „�,ilfnf-ie ld- re `. 2 � STREET- 7CDDirBSB' - --- �� 65 A-SSE$EORS ?HAP`, _MWK -A" `PAR= -1 0lM R'-e MANS • - PAMl. d2iiijib - N-RJ�$:�TF �NBPECT�R:- Rc�3�er1r A��a]i1a� - _ _ _ . .• • -. • •. '001 1y Nw. = Joan P.. `A: .. OWn •�wrws�w.�� L'(MPA'MY 'NUPHONE ( 5 08.4"l :._ .. -3 338 I_eartiiy► Vmt -1- have �ar8v�ai1�►-:it�egev�d �#� �s$stage �1aya��1. �ygtam at thin address and that •ths !nt0imati.on reported .is true$. aocUrattae and Nip leU -av A •-t#e- t 1� l ' �evt#trrr etas o1'm�C. -and any ecommendations regard.inj .upgrades .malntenAnee�' ab repalr .atp. oonsistent rit#�' mq tral7ri end eup4r#snre to tfrs �x�er° tuhdt ten' aMa taaintenanoe of on�- site eewa8e dieposai systems. ' Chen' . ones 8yeteot PAS$tD . The lnepection which.-'I. have gonducted hae .,n'Qt' found Ony inform%tion Ahetitth or the envi,ropmen.t ae defined in• .310 CHR. M d0.8•, My failure t 6ritert-n_sot -av-8lUnt*-d- Are: aW -stetted A-n: tbo VAU. Rg CRI'1'RRxfi .seatior of this. form. �^ Syntem FAILED oh which I gave oandttdted 'has Sound that _th*,gyg'r m_ faile:_.to fto-tee_ is-pu 11C 144-1tli�-Ind -thq eni roKmen•t� in elovoi"donoe wi ch title p b 310 CHR 15 .303,_ and as •speoifloally noted on ..BA'RT. _C --FXILI►R8 MITER"._o c.-thl 0 A n a ct i p dorm Ins. ec:ta $i nature.y *7 MOWN 6m--af -thle- v*ftVl-.oAti'otn-moat U�did--t-o'the:Q�+1 R., tie . .YBJt - where applkamble) and whr DQARD OF HSA>LTJI. , '� Tr"tha inaPeotidn -FAI-LRb•," INN :owno '.Oir gperdt®r •abal3' • vpg-vade'-zha eyetem• `wlthin. .one year of the da�ts of the inppection, unLeam. wl•ldwAd qr required `� *�rw(-re as gtov.i�fet<! =i ti R;lfl-G'#t1Z A .1tfi� . EI 39Vd NOS W 2d39WO3VW'd•C BLSI-06L-80S ZI:IZ V661/90/10' i, .• ,� .G .. F ,Afvr �. ;..< BAXTER NYE W P A Z� d ENGINEERING & w, SURVEYING .�,• - S �t�, •.ems' - i rS .,. N %k _ 'C q - -. -r._ - - -� _. -d. : •" \. C '' - " Registered Professional Engine of ers � - �''s ;t 3 ..._•:. top' .,;.�+.,�':. .f is '. c -�l��X�`'�.- ' _ and,Land Surveyors - • - ,. 78 North Stree 3rd Floor G I' " SHANF MF7%. T oY, BMassachusetts .. .: _ - �� = �� - - Hyannis, 0 � 1L LEGEND r.� - o 7t-7sU 2 < .: , �.RNN_R LID. .,k:• CP/ ~. - - f-m„ _ _ 'Phone- (5 8) 260 ",(''.. ,.1 .. ,_;�.: - ;:. .: -�, ;<,•6•. -. c' 193 - � - (50B) 771-7622�v Fox- 1 N �,tgNo5917rn 'Q': _` : No•43 a i O C30(D)- ETER(DEcmuo 1s) www.baxt�-n)e.com 30' TREE CANOPY DIAM aC - H Via•�Q- 'd ( T ,' �;�:•- A � .. .. _ CB.(C)- B' TREE CANOPY.DIAMETER(CONIFEROUS) -• -' _' - � STAMP STAMP Ai i r r., -. `fi.. / STING REFNNINC WALL .. f' Locus Map Scale: 1 2000' I; `C CO/DH rFf �J.. nNG TIC SI37EM INSTALLED'.. .%6 - - PER SEPTIC ' D , PER PILED 013-2 2 �1.'�, - ) �•� d „ ., r� .. C a � .F,... :..,: (COMPILED FROM E RES LT OF AN - LTA .. ' of CONSU NT ➢S., f +. T 'w'2 '• •i •r"v. ° .,z. -. - _ T T OF AN - _ - I _�� '. � j \ As au�D H�IR�e RESULT GENERAL-NOTES '�Kw'•1SJ 4 A_ 1 ` ,��_*+. plg.'"$•.�' g .w's.+C- ,-=�' '- -. 'PRaPasm - /' \\ _ _ _ - _. __ _ - _ L)THE INTEI.OF THIS PUN 6 TO DTaL PRDwSFD T)KK At luTs ' , r• - - t S •� _ LTAN w.1F j,fd $u S.E. h":r / �• 1 I -- •;. ... t.. ° •t : o ;; � . � r _ �LassFSDRs wv nARam� ICI. '�' ��D v �Y � RAx Boat,3D PACE n .y_.., .A '7,r r t ,' )';;,a ,.:- .,a - ��/. 'Wyk a.A• \ .wro COURT Fw+anczA �l .l ' .�_ - �'. TAi@1GAE OF.�nD£.Is6,]Z].. -6 r,.s. ,.w}�' w,V '' ... ,��`* STEPS �,... ° - MAR:,toPAR..EL 102 - - ,$ kk�x Jam\\ 1 :.. S$1. ,.`I, �}�;.>.'.:...C r.,: '_ .,.�9.: %. fD1 \/wry \ �C ]� h R/X WARD - .. NPUGNI:BYdiWA WWN 1109W.0 AND ROBERf R09EL.0 _....v) a.C..: T. „ M TT^.AN -„''ry9. L•r.«+y,,_,.x 3r _ b 4`.) SAND A 0 ,.:. ssSwN. T' �P R.E PARED FOR: PROPOSED MITIGATION AREA ' 116fON.CT O6e81 ,-:. �•}, •ap6P!L�-F^-_ {y T*, +!*-E"•-;:•p{�L -;"�' _ram.. �.:' .. =1o1s sF. � :. Ee � •_ / ,�, .ti; i ��..J• _ v, r - ,5' +•* yy - 8•r s X y,:r'. 'TO BE PLANTED-N1TM:40N ,$ S)PROJECT BENCHAARIC CD/VH FOUND {{ r.-„A.-, 4,•^�" L , ' 'a Ey rb.t�. ,�. (2 FT NT.):NADVE/ '. 'S,(/. ++�` ,�\ ,J �O. <,/ - A, .. EL,1BI(NOVDTD). Barbara-Muffin Rosiello and ' N' a .a 2'. 4 .kt RFA*.�� Y,•- '.a:. 'vEGE AToN IN '.<o t : +++/ �. '.\ 'S''c2s(Dl eJ ,L° �.. <.)zOwxc mFDRxarmn _ 4° * i 3-,- *M. & - ca+suLrnnoN' .sTAsr10 $_ v \ - c�' .., ,. _ o .? :' tt 6 R'e;d .t r _ 4 +%++ I .. •- •.�B e\ .l � 8 xr.i x ' - 2olRfc DISTRICT:FE-f(R .Ud) '$J Davis(�Robert DIVE f 2 ' y G� -�+ - EASING' \ \ rV, \ CVRRw_MUM ZONDIC REDLIOEHENf- _�a Gam_ 4.n'- `l J �y� - SkS e�_ �� °.s owewxc t - ) r 9 6 / &OL LOT AREA-57.I20 Sr. Weston,CT. 06883 B.I + MIN.10 FROMAGE 20'- t '� Jti.. , �e An"..'9• - y`4, �,'.%` ,Lp ` NONIJURISM aN �1. �Q 1 6.v � -C, WL.LOT Rm-ITS - 3, A_ .STAGE h TOWN LwN+. \ 9.3...SA 10l _ FRONT YARD=.lD' WE h REAR TAim=15/15' i. TAIL BANK OYMAT DISTRICTS,RPOD..AP AND SFr .. .. + 4 Y,.r FC C l�, n.... s. ,,.,:'; ;;__ r''...s, ,.. :.e - :fix 0'a' I - }6• r' \ c ./ _✓ 4�: 2 6-0 \\I,�'s SINE 6 NOr Wnxlx BE REcrEAnOxu s1iF71FSM xffA Elm;sNQuml RELAY AREA DOCK AND PIER OVERLAY DIMICT.' .. „.L ,. .A... x,px,,�� :s.+t ..,, .. cso O ��J• s/ _ 5Y'C /p ''1 .n. - / _ - : �r 5' ( -r�• ,� _ .'.G \ .. in' 6 - S.)A tIRE AARFI HAS NOf.Bs)(RIDDRMFD FOR:nl6 511E E LERMAID +:''i 'i-: :4 - •,. , +id.L^.c ,%r ;< ( 1 a.e: ` I#- '43 .~Y t� �s g \ ID BE RMSM.A DRE'SMICH sW1 6E FaIRAIlED BY O1 _ M 2„--:s. � -::. �ye,'2 'w vY- :... r� .. .'.' 7 :. - \��_, � ,,,%�\,`\Q\1 IN('J�'•, `�L\4(�i \. '� .'/ J ri1RC FENCE S�f C. , NR,:�„ -r :f4s '.1 :.as,;.:..�• a \ :\ M y �, �'�``DM •AtC/ c.�\v(t:%j '\',c /y'GAa,`� \AGE FTYd ,q / ,. D. THE Pauwrr LIKE Il SHM IS RGED ON CLAW"MARIE.f� u.. '�.-- 1 I Ii•'" `- ..V ' 'T+e,�',:..:" - 4','. .' s_ _ .. :ves wD6CA M i% '9L i,b / )wrawMRox Lwl$nxc OF PAS AND DEMS. - I f' � � - \� \�G \'\ \� _ k �C� �nD'Da,mC FWIA�s SIRIm rm¢a1 NBR'mIM12v FROM aI Ov ne PAIdm FED :•� n 3. 511mEr PpavaDD er LBKC OC LDIIS W+O F TSSUR10IARExc w.aacmR.BOARDS AND 1.Z011. BWLNC LDGVI016 AIm DR4]S ARE'RmM IfRMBDxiDS a '-�3_.-xn""n.'.;. - \\ .0 - ,ss y .. ,r�.. G .. 4\g.�c \\r �;e ri��. - - �Twm DEte�AnoR Br.Duwn vwi-r.Ns - - 'FT 1�. '. <„-•' - ... 1 tl I. `` t, i 7.)COMMUWDT PANEL'NUAaaL-2SDDDI WIA.D zorE n3 i aTm _ R ( c MAP 116 PARCEL 101 - \u�\% ra RDm NVRwa w¢My LVB65 MIS AB'A as (FL ?) Yf)((i Il) sWm RmM ODAMMnI 1 LAND COURT PLAN 33762A - - �ta kes . �k, i i' a 8 ` +w z'•� \ 3s s.s>._ .`\J� - B.) ExwmxxFNru nIFTAwnOx: - '; '- �- .•SITE 5 NOT MINN AN AC£C(AREA OF amlr�a FrmRoxrmrtu WNCERHj 1.15-AN HIGH 1 - `\�(/F� �° 4.6 - -��"�� !^2 •SITE 6 NDf mIw An ANFA ff ElmIA1FD FMmru DF RxE:minaE Fw - t .L .AREA.TO.MEAN HIGH WATER Iw DLToam 1. DID tmNvm WDUS OF KATE muzDC yL '.;yyK ( ...,;A `. \\UPLAND AREA'= 37-621 SQ.-Fr:I-. A_a B-s. c FOR USE MINTIE w IIETwas PRORcnOx An IRTi11ABo16-(31O LWR 10).' W ID ^"'. -:. - • � WTI .I t \ .' . .. ✓b-"' ��\.' ',SI/�l$' � 'I / 4yG-.A�'d�` - •SIDE mFs xm.mrNMx ACWIF�ww+v.FDa Fm xlB�Mw ocloeFR l..mm w .J � •g0e \ _ I/ ( `G/j\�: . 'Comm W3dLIL I V ' •$#`r}�,+� ..::. •.h: .'�+a: : \ x 3.0 :'. WF/A-5 : - C6'(C) /.ter/J�� ,.\O �..c: EDD 0 . 7 ...PROPOSED MITIGATION.AREA - - A' 318 SF. �\ - `��'4~\- 3' 'LANUS.AP(D ARCS f r+J 'SDE 6 NOT IIfINP1A ROaDDY HASTTR PEANN®YAA'OCIDffR 1:2af0 FtOdiY - >P TO BE PLANTED MTH Low ) 4 - / 8.�" \ _ WDIGIS.OF RVF 6?dF3'FOR SPECIES IAOIX 1HE WIIeOMtIiS.DmW4RD ~ •.J L!' y.rA:: .I '(2 FT HT.)-NATIVE ,.A,..'^ T .�:" SKOE;ACE,RBDUVDIS(321=1D) C�ONS�IIALTArON MTII ,�mHDT nlMx A SM A°Rm1'ED ME I MOM RIVER REDNF�F9mn'LNW _w. � 's , q O - x A.B ] e \.\.'\,.Q`.p _ _ •SITE 6 111DBI A40W IF mNIRBUI ON ro:A SN MAT61 STUART(IMRNSTARE BOHto \ .. / w:/B-a _ M.) IDO IT,M me Q!L SHOWN HBEm: CEDARS. "1,a, s h 5';•' _:.^- `P _ _ 1 ADAAS J I a z K cONTRACIOt SHALL OWTACT BG SASE(AT i� ao SA AND UR1R OIIPAIAEt ro tcua _ _ _ - F/ .ALL EL6DNC UR M!,AT LEAST n HORS RROR M INE STMr W fu6nNCWK.THE LONDON OF 0 11 jje.,., a�tl'k'•WT m,.. o' _ F]IlsnplTSoowT! Q 'L,MIT o - D611Ac NmFR,TRAm P3RUlMICN1E DMDS rQmN6 Nm LIONS AE MOWN IN M'A�fD .IE A1. I n .� IAFF ♦/DVclUP9ANCLI - m N < .:' > � WAr QET,YAT Xpi ff WILED ro D10$SHNAf NBMHT Aro XA1£ffDl'f✓FgflR®Bl4D'QY iNE +•,.: WF/A-7:' (LDDATED 11-e 2N2 ( .ANTABIE NAM MRECORDSIIHI HOLED H E a TIE NO,W W AQ✓ffS ro ff A R M UICATE AFURll - ,,A,MN y V I ,,\\ MA'AND/11 DMANU UrIE 0XI ff OTT.A CO BT DE FFUS 1 IRSKS1 FAME ER IUM BAD :[;<� yNj �'i •f ,}8:. - •?'p - R S Alm W BI T.E FDTD Mr FO l6'ORBS fEDE PUW AwOiMUDKI RE t ' ; ..0.A �r \ - FIT - rdFIPILtOR SIWL NODFT 1IE DiONEIIf RYFII41F1T FOR RS9[AE fl(D6a - ? _ WF/A-9 vim " 1, -\ TREESEXISTING STUMPS i•. A n"L: k±, "+u ?.... - - J .�r.•..:.......... -. W/DN FND. JOSEPN P.WLOMBEA k-BOL NC..'GEIDEAVDIE.MA ON]/2S/O6,.AND AID:APPRDUWIE x cA� . �, TREES aT:DDwn _ EnsnNc SEPTIC camaxExls sxonN ax Rrvf FROM Imr v IN�Ecnox PREPARED er i I JA,tea. }o:.?- o,�:...=3.B a mP.E.P.Fife#SE 3.5034: . ' � ®.E P •AmwnwlE NaEn smni slaxx Ox RAr1uoM A Ham+RmImFD�ei.na •�p `in�G DOH �! ! � � Lh_. '� - 'order vF Cm&6o�EAVir�:Odvbx Sl.2015 .,. 1 BAY - D-0-MM.WAIEx oFPMDMFNr(6mVa n,TE lnve+�. 5';:., _,.S x,_C.S ti' ?J '. - - .UNOEACHOIND EISROC.U12 BHD'IM'CH1105'PLNT 6 APPROIOWIIE PFR NSTM FIfC1mL .'v ..H� �. .O v.L•'..°.. - 0��' r : I : - N Tx W.I. IIIE I.xOJEACROUND UrR:6 FID FROM ,:•�k "' �- Aw1�.. GtTNSFRVARON NOTiS: - MAP 4111Rm O OC]TED m {{��••a<S�„p;, _D sD.`d� - :BENCHNARK AT ddd'. }�' .. POLE•/11 MATE:BRMCE NEAR R MNF D L AND D ST MA N)Or DIGN '2_a� CB/DH FIND 11 ,3 W T�- / P --.I.NO WORK IS TO[2 DONE UNTIL FORMS A k'..B ALONG WITFI itcOUNED :. AND 6 A MATE STINLE LANE FOR N'WFkiD LANE VINO WBF ff MMOaD BT OCrSAFE ^angy .\ W' - v� 'PHOTOGRAPHS ARE SUBMITTED.TO CONSERVATION CONMISION. ACRLy CONNECTION TO HOUSE 6 AIPRJIDAATE SINCE MAP.DOS NOT SHOM ME SDNLE li} _ - LINE'MM MHFISD LANE - 2 asyt c / '',F1=.3.91' NC= t \o 4 SHEET TITLE' NOV029 • FF- NI \y' ('ar - NF/B-, 2 UMR of N'OfxC SHALL CONSIST OF FIAYBN.6ANO SET FENDNG- „k0.Ax' S9 - .. TO.SE"MAIM➢IN GOOD REPAIR UNTIL COMPIdnON OF PROTECT. .GAS'SERVICE SHIMN ON LIDS RAN WAS TAKEN FROM A SKETCH PROVIDED Br HRTU NN.GRID ANO '� •�"'A DS 5B 9 - SHOULD BE CONAOERED APPROAMATE PER TIER SMNIN-FROM FRONT OF HOUSE W J a e 5 .. 3:A COPY OF THE As-SUET FOUNDATION PION SHALL BE 17FSNFm TO THE pY� �aA�iAS PeA•A�EAI Plan p / k -1 / ` CONSERVATION COMMISSION: VFR®H RDK%16.TIOr CURRENT INFDXN,1iDN 5NOR5 THAT THDE 6 NO.LONOIMT OOxx Nn6h1D LANE A�AAAA lT N ./ - '• ,p @'F N7 J'�' -O_S I - -i s A P11 RODE LEADERS STALL DISCHARGE TO DRY WELTS OR DRIP TRENCHES - , ,, - Sf�, W/DH:FND S.A MITGATION PLANTING PLAN SHALL BE_PREPARED IN CDXSULTA71ON WITH CONSERVATION"COMMISSION STAFF.' - D 2 6s \ 'SHEET N 160 70 P � '. ++ .:.. DATE: 9.17/12� a. a .Z1 �4 rF zo 0 20 oQ "i �♦ SCALE.IN FEET SC AL E:T-= 20' , JOB HO CHECKED O2D11-0W ADD FILE, 2011-0 11PPAm _ x 999M VA '3111n?MO 0 0 , 3Md1 a1313NIM 09 o N U- z S C BZBZ-Z9£-BOS%VJ �.nm.w.w�..... 919Z0 vvq,ldOdHinovl%VA - - L8£B-Z9E-BOSHd tl3llflS'133L1SMO111M£OZ 30NKISM 01131SOd a3eva oloonN3J lsinaaNn Nnnoae ■■■■ ]HI Ol SNOIl`d21311`d 43SOd02Jd W a w W 5f (j W ! N Y 1 � M s waa of a is�za coo o ! ^ C a ` � J p Z o a ® 0 O U V) N Z Z XN x_Nx W W N M i o I , O FP I I I I I I I to ---- a 00 I .p oo o � I I ' L - - I oI , mil a O J LL ole a fy ` LL ZZ" ixxn W ♦.h . � .. ava-e-a uaaron wreAw'awmm-mm+eM��mzn mww nrneaw.wpa•na=a m.mw CIrST4N6 m 4�M m11 IXC�^�tl 9 a✓"\ 'fit r STAMP: y ' . , Z 37'-4' 1 _ 14'-2' -1-0 - =U 1. J w " y E0. EQ. e - 'DRILL t EPDXY (3)-a4x2'-O' EQ. SPAC H E OVER WALL HEIGHT /� �.-- --- �a \\ . 'M4 y 5 (TYP.@ EAC FNDN WALL JOINT) \ \ - �� O -SEE STRUCTURAL DRAWINGS _ V \\ - 0� g - \ TYPICAL NEW FOUNDATION: - 5'-Y I NOTE' 10°CONC. FOUNDATION WALL , FLOOD RELIEF VENT W/R4 CONT. TOP t BOTTOM TO BE CENTERED ON 24°XIO° DEEP KEYED GONG. 4 - 8°x16' DUAL FUNCTION I I - BETWEEN THE TWO FOOTING -SEE DETAIL ON _ SMART VENT INSTALLED MASTER BEDROO rSTRUCTURAL DRAWINGS - PER MFR RECOMMENDATIONS, I I' M. WINDOWS ABOVE SEE STRUCTURAL DRAWINGS I i W FOR LOCATIONS t DETAIL - ". F— . I � I I G NEW P.T. 4x4 POST W/ SIMPSON EXISTING BASMENT L— ; ; . I I COLUMN CAP.t EASE ON 8° DIA. O /WLo -- SAWCUT EX. WALL _ I i NEW I 10 I 3'_g�• CONCRETE PIER, TYP.OF (2) U) U W 10 _ FOR NEW SUPPLY I _ON DETAIL ON STRUCTURAL _ A z z N -- DUCT ACCESS 'CRAWLSPACE I I DRAWINGS ZLu - & o c< G 4° CONC. SLAB OVER I I LINE OF .,Ly W J Lu W .. - 6 MIL P.V. BARRIER t - I I I I LANDING 8 N O EL J - B° GRAVEL SUB-BASE I I I STAIRS ABOVE J J Z J -SEE DETAILS Q J > - - I I 2.10 P.T. TREADS Q WLy - -____ _ _---_ I ------- t STRINGERS - W u") O LLJ • - - -SA CUT ACCESS i .I... ,. O O N I I OPENING AS I BULKHEAD FNDN WALL F I I REQUIRED AT I I II:: I 'BILCO° BULKHEAD DR, - O I i - EXISTNG..BASEMENT I I I I ` _ ULTRA SERIES, SIZE C ON n' _ WINDOW LOCATION I I B' FNDN WALL REINF w/ - O DRILL t EPDXY (3)-p4x2'-O' DOWELS FOR RETURN DUCT I I U HORIZ T8B ON 10'THK LY _ EQ. SPACE OVER WALL HEIGHT J -- --- xl6'xCONT STRIP FTG .. (TYP.@EACH FNDN WALL JOINT) ---------- b Y (2) #4 CONT BOY -SEE STRUCTURAL DRAWINGS - ---_--_--- J b BOTTOM OF FOOTING TO CONTINUOUS (2) 2.6 P.T. SILL MATCH EXISTING. VIF PLATE/SILL INSUL. W/%'m GALV. - TIRE: 42 6' 10;-0' ANCHOR BOLTS a 3.3 GALV. STEEL _ - PLATE WASHERS, TYP. SEE SCHEDULE • - - t DETAIL ON STRUCTURAL DRAWINGS PROPOSED NOTE: -- - - FOUNDATION PLAN DETERMINED SUCH-y - _ • _ _ - - - '— OF WALL (TOW) E IVN'IU BE FIELD DETERMINED AND SET SUCH THAT THE FINISH FLOOR ELEVATIONS BETWEEN THE EXISTING FLOOR AND NEW ADDITION FLOOR ARE FLUSH. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES t DETAILS. , DATE ISSUED: - - 12.04.2013 REVISIONS: a PROPOSED FOUNDATION PLAN t <NOTE: COORDINATE REQUIRED OPENINGS AT EXISTING - swe.1/4-=1'0- - FOUNDATION H/ NECH. DUCT DRAWINGS - - - @ DRAWN BY: HC e e PROJECT#: R-12- t DRAWING NO.: 3 M. . 1 3 L r - STAMP: - w E D CT(t AAM a 0 • 15,-2, LL 0 O — _ — — 14 2 =U III • PORCri 3,_3, - - O OT POST PER aO Q 8 POST PER I STRUCTURL STRUCTuRAI" \ O OP-^.WINGS - �E� s DRWING5 - �� S� IS WALK-IN - I SITTING AREA - CLOSET J O E'LX6VI' in �--LINE OF EXISTING , a I FOOTPRINT Lu FUTURE CABINET LIVING ROOM - _ ' IN I G ...�,� NEW MASTER g - -. Lo N HECLOETIN oc NICHE O W L I BEDROOM#1 E _ (_ 1a-s X]2-s z z z Lu N I O. Oo gp Lu _. FLOOR �'.6'f1ANOGANT Lu � Cc 'Ill _ '1ST IW Sul �'C L IO.I DECKING W/BLIND _ - I.J..I .J 01 - HALL POST PER '��S 1 6noN[mF I�_ v. 10'-0"X3'-0' STRUCTURL I� - �1 FASTENER STSTEI't - Lu LY LLJ POST PER _ v DRAWINGS PO5T PER F� O U_ ui I I -STRUCTURL STRUCTURALJ 1_L--___-_ _ DRAWINGS ' �41 I Oar - DRAWINGS _ J \CZ_ mil. ` POST PER • I r _ STRUCTURL .. POST PER -' I w; i O NEW MASTER yo' - C DRANINGS a �' • I I STRUCTURAL NEW II BATH#1 _ w 'BILCO°BULKHEAD PVC DOOR, W _____ D—NG5 i LI o IltTxe'd ULTRA SERIES, 51ZE'C �0 LINE OF--1 LAUNDRY eE.cN >� ¢ O - a'a'xlo'r I F Q D. MUD ROOM EXISTING m£ ' - FOOTPRINT _ L J I I 6--.. - O POST PER f STRUCTURAL. BOIL IXIST.- I. ,_I;• r PLANELRICAL DRAW I b INGS TOI IEi _ - - r / 14 EXI5 ., F 6 6PNT -4 5'-3' T 7'-�' 5'-6�' TO TOP OFOSEXISTING nnE: • 5'-d$' 6'-8}' IB'-2' - FOUNDATION TO REnAIN DEN- 12'-3' - 30,_3. - �— 42'-6, o'-o PROPOSED 52'-6 FIRST FLOOR PLAN g - . DATE ISSUED: PARTITION ND - 5 DRAWING A41 12.04.2013 REVISIONS: _ EXISTING PARTITION �PROPOSED FIRST FLOOR PLAN NEW 2x4 STUDS. _ INTERIOR PARTITION I[ B a -- - NEW 2.6 STUDS y EXTERIOR PARTITION DRAWN BY: HC PROJECT#: R 12 s DRAWING NO.: xDM\ A1 . 2 A - - STAMP: cj • .. I - E I D I C I B I A � n N m Z Z N . I ROOF BELO'N I I I • 3 `w m Q in NEH LOU15VILLE I I ■� • •.- .. . I PULL DOWN ATTIC. . STAIR ABOVE- I I ry "• R.O.2215'.54' S.12 do- 5�12 ' ,.nFRt AA229G5 EX. - _ E%. -------------- BEDROOM#3' • - .. NEW TER W EX., m 3 _ O W L d — N U W 10 4'-4 I I O z z z CN _ - — BEDROOM#4 - I - I _ O Q 0 12F 5-4.- 'S g}. (CLOSET ° - - Q W " - EX. T }• 1L/ W o L - r W CO m —WALK QO ISEr W = J _ -_ ----_-_ --_-_ _ - _ -- ; O. � -21 HALL 33 J z - P05T PER POST PER 24'-o B,_.,Ir , - '-6]' - - C) W STRUCTURAL WALK-IN STRUCTURAL ^^77 T1 DRAWINGS - CLOSET DRAWINGS IT` -' -__ - __ _ --J Lu N V L - - __-_-_ _ -_� _-_ _CLOSET 1, 16 O O O -_--- C 0 v32' O • . nOueT�EO 4'4}. CEDAR NEW TUB _ J . - - MEER O STORAGE MASTER • - - CLOSET > CLOSET BATH#2 , .. m NEW BATH r I �. O - LIL I 9� • �/ -`----- ------ -- - TITLE: - PROPOSED SECOND FLOOR 27'-b} 3,_0. o,_o PLAN . -- � � DATE ISSUED: - - - 12.04.2013 -___-_-_ _-_-_--__-___-____ _ a A - _ -_ REVISIONS: R NOTE' BATHROOMS t CEDAR CLOSET 11 - _ ON THE SECOND FLOOR TO BE pgRTITION L - ND - 5 DATE. DRAWIN-A41 ROUGH FRAMED l FINISHED AT 2q9 A LATER DATE. EXISTING PARTITION TO REMAIN A 1 PROPOSED SECOND FLOOR PLAN NEW 2%4 sTuos DRAWN BY: HC INTERIOR PARTITION NEW 2.6 STUDS Ea t e PROJECT#: R-12- d� - - EXTERIOR PARTITION Z F DRAWING NO.: s 3 A1 . 3 - _ AMP. - REMOVE EXISTING GRAVEL AND GRASS. PROVIDE NEW FIELD STONE OR BLUE - _ - ' STONE PATIO SET IN STONE DUST - . EXISTING NWSE ' I UZ-6'SCREENED PORCH CN CONCRETE PIER FOOTDC5 e •ewc ro ee - -- - -- - - - L —/�� NEW PATIO ---------------- ----------------- -- ----------- aa,, m a II I FR05T WALL AND NO RAYLL SPACE § O g + �rla-a'5LAB.ON-GRADE ADDITILN w - .. - ' .. - - U u . FR05T WALL AND.NO CRAWL SPACE _ 3 Z B II NEW SCREEN PORCH No I I I Z �. AODITI - II Z zcs =- - -------- -- -- ' C a w 3 ,. NEW WOOD BURNING . s: .•. . OR GAS FIREPLACE { i% - - - 3N NEW LIVING R0ROOM- BEDROOM#T r S ' W .m aurver DINING ROOMLu EIDW _ RUT • sraR� O Cal .« NEW STEPS UP TO NEW _ rrcwo°NG v---- z z' Z n /'� a O o g CDCOVERED ENTRY' — R. H— i �e - - -- - ►/ w_ — —— — — CLOSET - . -. ' NEW MASTER I - I J - L.L Lu . 9 BATH#1 '. _ _ Q Z J • t z ,i g .KITCHEN - 1 -> _ 7 — — — — — Nr'W NEW � ° 1 w Ly NEW COVERED - PAfJFw LAUNDRY ❑ ' co O LLJ ENTRY 10 f— _____ 6ARPy i ---- -- 0 - -- - O O re O ' r POWDER OUTDOOR ' -.. _ _ _ Q - SHOWER ' ' - I NEW MUD ❑o _ LIE]LIE] OM �. - ES nw. DEN --- - '. - REAR TARD SETBACJ: 1 PROPOSED FIRST FLOOR PLAN LANDINGY onsnRe —1 - I---- ---ED, ATE ISSUED. oRrvew. ewe + EXISTING COVER ' W D ----------------�j, �� _ REVISIONS: 08..07.2012 . - - CAR PORT J - - 1} - #### j ow w¢Rere Rer.mnm wu _---____ - 'I 'I I I O - --- I n _ 7 - - - - c - WN BY. JG '----------- ------------------ J Q --------------------- ------ L——-— - I PROJECT#: o— —————— 1 R-12- { rorenr,ee w H.wove m _ atly rururte awi ew+v uwr� '1 DRAWING NO.: PROPERTY LINE Al . 1 �3 - � PROPOSED FIRST FLOOR PLAN L+� Sole:1/4=1'-0' 999Z0 M '3111MMSO o 3N 1 41313NIM 09 0 o s N 84B4'69£-809%V3 9L9A1 M'Iucd lnovybvA ll O C ` LM-Z9£-809 w- V 31VIS'133WS MO11VA£OL CL Z d Z �- ION341S32J 01131SOt1 z m �, ONI'S1O311H:DUV d H ° z z a ?139V21 v OIOOf1N331SU16ONI1 NMO219 ■■■■ 3Hl Ol SNO11Vd31]V 18 SNO111GG d � a o r ,I N ° I $ I9 pow �N z I nor. o § Z r i cgs ;' o � m I I r---- -- ---r13S � I a g iI 1n Z I 4 �° p I -x 13501° I z Q o .. • - tuEEN BE - �'' V I a IIL_, o I J z o u I w 1n W Ln LL, 0 CL I � I I C Oc ozo wo 4 zz F - z O k 1 I �� - bIRfTTM�91�JlMUM�11PYM 41eEV11T•YJP(W Y,�I\M J 4 r rty� _ - - • 1 STAMP: REMOVE EXISTING GRAVEL AND GRASS. 1 PROVIDE NEW FIELD STONE OR BLUE - - STONE PATIO SET IN STONE DUST - • _ - - _ - I - ExISTING HOUSE 1 . in'-G'SCREENED PORCH ON CACRIM PIER FOOTINGS EF - - — FguuzzbqEmi 1 — — • "' - ---------------- ----------------- -- ------------ NEW PATIO 1 I 1 w m �m 1 d6 9d-c•ADDITION Atc o 53$ FROST WALL.AND CRANL SPACE a 1 0 1101-0'ADDRION FR05T HALL AND CRANL SPACE «S Z . r II NEW SCREEN PORCH it e ADDrn II I 1 1 =w We NEW WOOD BURNING �� .o . OR GAS FIREPLACE NEW MASTER LIVING ROOM BEDROOM#1 p 1 Lu _ DINING ROOMF- - O SSV.NO wiTNr'T TO BE -_ - - 2 ❑ :..1 - .. .. TERnGE BELGN 'W � rm+a.oxG 1 Cn U W NEW STEPS UP TO NEW < _ uru�E,+r - 1 Z z z N COVERED ENTRY - 1 O Q J O i .' ---------- ----- ------ I _ _ Q N 0 C - ' LINE oor ---------------------- -- - -- - L�' J G . Lu _ - __ _ _ 1 I w CLOSET --------- ---- - NEW TER I i — —— —— — — — m wse - L.L J 1 1 W J BATH#1 . - KITCHEN - 1 1 O j l 3 NEW NEw o . NEW COVERED - - PANTRY 'LAUNDRY - - 1 � _ Lv ENTRY - _< _ 0 �.:o: - -� 1 W -- ----,�DW I O; O O --- O b � 1 ' - -- - - POWDER OUTDOOR ROOM r SHOWER Ll 1 1 - INEW MUDEZI I i I ROOM LE] — .5 I ❑� nIN. 1 EAR AR0 5E19yCK DEN L ____ _____ ` 1 1 PROPOSED FIRST - — -- -- -� a FLOG m§ I , 1 I R PLAN — ATE ISSUED: DWVEwT EDGE EIDSTBG `'� ----- ------- . LANDING ' - oa,VB.,r E _ ---- 1 _EXISTING COVERED� 08.07.2012 ' CAR PORT L.� J REVISIONS: 09.10.2012 bw rw¢BeTE BETu - . S I ____--------------------- ------------ DRAWNI I I B 3E a - -`` - - BY: i c -------------------------- --------' --$ I I JG - .. L -- ----------J PROJECT#: a' 1 FREE mIA R 12 3 DRAWING NO.: itg PROPERTY LINE A ] . c � PROPOSED FIRST FLOOR PLAN L - . STAMP: w m 66 • - NEW DOUR t HINDOW LAYOUT AT REAR FACADE .. - Z eqg� - =U Z .NEW LOW SLOPING ROOF OVER NEW W < - • - SCREEN PORCH ZF- 5s. BEDROOM#3 - w " .BEDROOM#4 - !BEDROOM WMAS ER -1 O w . w 10 .�� wlo w g o ET - Q Q Q - o w C w ------C�bET------ Q LZ - w t . _ NEW 0 Z ' ------HALL o� I C _ CLOSET • CLOSET - Lil ----- C!> w __ � O " NEW SECOND FLOOR ADDITION OVER DEN L_ MECH.CL - •.NEW STAIR LOFT NEW MASTER - - NEW BATH .� U BATH#2 . -00 TITLE: _ - NEW OFFICE - - - - PROPOSED - NEW NEW BATHROOM SECOND FLOOR ADDITIONS PLAN DATE ISSUED: NEW TWO TOWERSTAIR - OB.07.2012 TOWER ADDITION REVISIONS: I - - - • DRAWN BY: JG PROPOSED SECOND FLOOR ' PROJECT#: R-12- . .. DRAWING NO.: F A1 . 2 s LU lip co W LAJ .CC y ,� ao -�•� p� OD N . p a a act MCC co m oil .3 9 i i CORPS-OF ENGINEERS U.S.ARMY ►a' B m SCNATHAM SHARVACH N HA e 4 v cHarrAM �y o FT t •1�� DENNIS HAlIWICM _ - Alm DENNIS N m 2 �' HYANNIS N[YaRMOUTH CENTERVILLE Ki` a ):,:.:.:.,.. ... ... BARNSTABLE � .' •. .. _ HYANNEiPOR! ,[dp Eby..:.: > �. O $ •' .. al B 6FORT �1 AVN•tb' 'a p o NroAUNPI O. OTUET.. 6"- - D O. O T:�_GImE ••IeMTM PL > O O O IT. Ns .d O o C K;H,ANDS' Pt 6miiem Na N o o N - Op - . 10, a ODin C X E T LEGEND°. ;rG W Iq., N.E.D. Gripe. APPAGUIDDIC IS. - NOTE. Stotlon/nq is in Statute Niles. _ _ ,MusRlDet IS - -"NABEON •A A' so I ti NE'TN O �•:(0!'- .� Pried - NANTUCKET Ld"4p a�D NANTUCKET r eee ; Is. ® B 0 NEW ENGLAND COASTLINE 6 TIDAL FLOOD SURVEY • SCALE IN STATUTE MILES BASE MAP FOR PROFILE NO. 9 1 vz D 1 z a a s BARNSTABLE. MASS. TO CHATHAM, MASS. . OEPART14ENT OF THE ARMY NEW ENGLAND DIVISION,CORPS OF ENGINEERS . } - WALTRAM,MASS. SEPTEMBER 1988 (PLATE G-Zz CORPS OF ENGINEERS U. S.ARMY I . MASH BARNSTABLE YARMOUTH —DENNIS HARWICH CHATHAM MUSKEGET CHANNEL NANTUCKET ATLANTIC OCEAN 20 20 Q m $ ymg9 0 UW O aZ m Q E .Wi_ 33 r2 8a z 2m - ~ ;? m—Q W aaYu m—mm 19 19 tI•-'C xo > w > 2' z �a�a ma ,¢ i i au x. sW g m so < w>e s� z 0 i i�.f- ti w► y � it � ms � u Ws 's¢ - IB G OOW 8O' Q a0 a a 19 G `1 _ M Z rrSi$ lus 13Y m 3S Q�x C mV m S��Wi �� - 1r n 16 t6 • - _ Ib US • -. - 14 14 i ° 12 12 /00 YEAR FREQUENCY TIDAL FLOOD131 zn 11 1 11 I aw To UTH-SHORE-OF_CA E�COD ea HURRICANE OF SEPTEMBER 14-15,1944 TIDAL FLOOD �' 10 • - - t0 ow �u le9 wfBuR na AM. A n. ola� A211 > c o 1 9 0 > 9 else 5 YEA lf/JENCE2� Y T/DAL L000 Z Lo CL _ Y ola ISSO ._ _ _ _-- .2xr OJT W . c b U I HURRICANE ICAROL;AUGUST 31,1954 TIDAL FL OD —� 6 m 3. 1e _ m 19z STORM OF MARCH 16-17 1956 TIDAL FLOOD - a3 7 La W m r =A s0' roao NANTUCKET ISL NO _; w NOTES_ I.VARIES FROM YEAR TO YEAR. VALUE GIVEN z a d /O YEAR FREOUENCY TIDAL FLOODOI a D an ? HERE BASED ON 19-YEAR SERIES OF TIOE OBSER- _ 6 O F i a•9�.F 6 VATIDNS ENDING IN 197A BY THE NATIONAL Z vm 149 _ T9y--V77 HURRICANE OF SEPTEMBER 211 1938 TIDAL FLOOD z OCEAN SURVEY;FORMERLY USCB DS). O 2.A FIXED REFERENCE ADOPTED AS A STANDARD STATES GEODETIC ERICA FORMERLY REFERRED ATUM FOR ELEVATIONS IN THE UNITED 4x� -T� ,l zw b AS MEAN SEA LEVEL(M S L)DATUM,BUT NOT ILI -10 BE CONFUSED J b ¢+ yJ m u Y W ABASED ON ANNUAL SERESITH CDATA ADJUSAL MEAN TED TO E` �e3 J ` _ i PRESENT SEA LEVEL CONDITIONS. $ z� +. y.3 gga _ __ Wa _ a a — � az Ea 'aa /YEAR FREQUENCY TIDAL FL 0003 2;g -S i ��g `'y i o� LEGEND yF{ �=9 +v; _ I�.'� 3 a SEPTEMBER 21,1938 HIGH WATER. Ta, O AUGUST 31,19b4 HIGH WATER. jr SfE/JN'SPR/NG N/GH-WA-TER�) A SEPTEMBER 14-15,1944 HIGH WATER. SOUTH;SHORE-OFCAPE-COD -- 2 V MARCH 16-17,t956 NIGH WATER. 2 ---�-- _ - --" - "— I - ISO NUMBER IDENTIFIES HIGH WATER MA { I I I RK• I I I I I i MEAN N/G//WATER(') 1 MEAN WATER L EVEL 0 0 M NATIONAL G£ODET/C VERT/CAL DATUN(z) MEAN LOW WATE N) F - I NEW ENGLAND COASTLINE TIDAL FLOOD SURVEY I-T _ TIDAL FLOOD PROFILE N0, 9 BARNSTABLE, MASS. TO CHATHAM, MASS. _4 30 33 40 f ab- SO Sfi DEPARTMENT OF THE ARMY NEW ENGLAND DIVISION,CORPS OF ENGINEERS STATUTE" MILES NANTUCKET SOUND SEPTEMBERUHs' WALTEMB£R 188E �PtATE C=23 - TYPICAL_ SYST N PROFL.E BAXTER NYE APPROXWTE TRH OF Wr TO Sam 1Ds1S1: Fws�+ Fl�ooR = ENGINEERING & a7o SURVEYING 71ZZ = iQ1 ,._ 9Er/� LEAST aE FRAIE � sET w�a.E FlowE e� vox m MATIiI •-_ TO MATTI•! 11. OF RMW GRADE 0' OF FINISH GRADE t oa11OtS RISERS s CO%0S SWILL BE MIATERIm SHALL BE Mr►laallgtl F r�AOE OVR LFAarr�c TREIrCiI _ 9 To 10 Fr SOW CAPsrONE FUL 11mH OF 11w1 Registered Professional Engineers = FLIED GIMIIE F-CMIER NIc FNISIRD GRADE DYER Q Boa 9.75 COMPAiClEu FU MAC NSPBCIION PORTS m arE W M/ w sR� and Land Surveyors 4. SCH 40 PYC L=T V (min) COMA WOW r OF FLASH GRADE 01 FOM CrtW • REVAMS COMMIS S-2= (10N Mw 311• (moot) Cowr AOCOROWCE WITH MMMUFACtUifRS +� VmVm QVm w swKE) OaErFP IAAIER ow OF aWK OF MALL AM 78 North Street - 3rd Floor ALLOMIED) TOP TANK-9.3B s. 3• WL TOP D BODL_9.5Y CLAMBER sD AS Wr Ta POW 77 •r"' - � - TOP - Hyannis, Massachusetts 02601 _ 8.27 FIRST 2' (TO BE LEVEL) TOP/TOP PFA 2 LAYER 11r1ol/2' 6 r MK 6 LF«4• SCH 40 PC SS••1ax : STONE DOUBLE WAM STONE 1400 BO LE4CHM CIM OERS RNM M CK MORTAR ON >14 7' -- 6 lF«4 SCL 40 PVC • 10N aon11 FACES MORTAR NO Nv N• a.13 - 10' MKPYC ,our= 7, r 4• SCH 4o T�„c m K vI ,o MIL OW . E BONER Phone - (508) 771-7502 k• CHAI_ NY Mi�7.80 + SAHEB &#AX OF wML 1� ; NV N= 7AI Fax - (508) 771-7622 � SLlw1P aluur=7.� p �.' 14• y Ku TEE M 1• a° • soup Immu mm SUL www.boxter-ny�e.com ABDVE OUREr E LEWNfloN • , BOR JONM<,ct!aM 1NIHICAC MORTARED FafORCED CONCRETE �� . . . 6' CRUSHED -rr ,.•. n 2 STONE BASE Jow+s. PRONOE R�Nf+oRalc ,•.i` : ,., ,+. . ;• � SEE PLANS FOR AND 4 fT 1p11G T�9hCICS AT S 4• 001lBtE SUFACE F<0/C AT A 2 Ff HEK*ff :.'z _' '�+!„�... <. •� .......�;'; 6• CRUSHED f>OR MYML SBC11E O XSOVE 3 t STOLE BASE _ fT w 11E1a1r. TE aEacs STAMP STAMP " SHML K WAYEWROOF SEXED • 2 WNW THE1r POEIR�IIE TILE � n0N�X UI UTABLE 9O LS BELDW THE PEASTOTE ELEV (TOP v � Em BARRIOL ��jVk OF MRss9 910KY 00-3 (h20) OR EQUAL OF SAS). SHALL BE REMOVED TO THE •C HoROW A6 4,p o �� PHEN cti SHOREY Sr-15OD--H20 OR EQUAL In BE NSTNIID ON A LEVEL SM E M MUM - SEE COIGIIIUCM WM /5 HOWL A 70 BE IMAM ON A LEVEL STABLE BASE GROUNDWATER ELEV 20 o '6 -, SEPTIC TAW m BE NiSPECED s aFANW ANNLVUY �. 3/4 cRus+m sroNE y u21 s 08 °d° °q� RV 40.,1�.EP011.MApER J1alE SM�R y t ✓2 Q 10 ADJUSTED HIGH WAYM DE70BM*D FROM MEMi HIGH PRfAARED StsoRwE °D °a e d 10 w INTER AS SHOW ON TDAL FLOOD PROF= NEMI WVPPED 3/a FINISHED GRADE ENGLN D COASRK U.S. ARMY CORPS. OF 04919M 12'Mwr F SASE of OIL CRu m STONE (Tw) SEPIEMKR 19N PLANES C-22 N C-23. io 3/4"-1-1/2" 36"MAX.-9"IN ��(`0\MPACTED ALL�� "i BLE WASHED STON 2" LAYER DOUBLE WASHED TOP CHAMBER CONSULTANT c N • » t 6gtw,) STONE 1/8" TO 1/2" " PIPE INVERT 3 4 TO 1-1/2 1.6 FT . DOUBLE WASHED °f EFFECTIVE k t+i DIST. LINE IN (TYP.) STONE DEPTH C_ FR W�WrrH BAFM NLS CONSULTANT 38' 2.5' OE''rYA1L i. 43' i 3.6' 28' 3.a' NOT T�0 SCALE NOT TO SCALE I PREPARED FOR : ADS-eIODIFFusER 1400L3D (oL� EQUAL) � Barbara INluCa1 RaSiebo arld 1 Mr NOTES VARMICES LAYUP LENGTH 7s` PER UNIT Robert Roeie�o 1.- ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006. AS AMENDED THROUGH THE [GATE OF THIS PLAN, do ANY LOCH. RULES do REGULATIONS APPLICABLE TITLE V SECTION 15.211: MINIMUM SETBACK DISTANCES R Davis � DI'IVe 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMA71ON MUST NOT BE � WITHOUT WRITTEN PRIOR APPROVAL BY THE WANEER. CELLAR OR CRAWL SPACE WALL FROM SAS: REQUIRED = 20, PROVIDED = 14.93 (5.07 REDUCTION) WedOf% CT. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG. NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. PROPERTY LINE TO SAS: REQUIRED =10', PROVIDED = 5.9 (4.1' REDUCTION) 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. UNLESS OTHERWISE NOTED HEREIN. CELLAR OR CRAWL SPACE WALL FROM SEPTIC TANK- REQUIRED = 10', PROVIDED = 7' (3' REDUCTION) 5. EXCAVATE UNSUITABLE MATERIAL TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LFAMING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CUR 15.255 TO THE TOP ELEVATION Off' THE SAS. TITLE V SECTION 15.212: DEPTH TO GROUND WATER 6. INSULATE ALL PIPES AGAINST FREEZING AS .REQUIRED WHEN LESS THAN 3' OF COVER. REQUIRED: FIVE FEET IN SOIL WITH' RECORDED PERCOLATION RATE OF TWO MINUTES PER INCH 7. THE SEPTIC SYSTEM DESIGN I INCLUDE GARBAGE*GRINDER DISPOSALS. PROVIDED 4* ` - TOWN OF BARNSTABL.E - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS 8. CAUTION:' THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCAL ALL EXISTING UTWTIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. .THECONTRACTOR SHALL DETERMINE THE TOWN 1 - STAGRAPH 360-1 SETBACK REQUIREMENTS: EXACT LOCATION, BOTH HORIZONTALLY AND,VERTICALLY, OF ALL'EXISTING UTILITIES BEFORE THE START OF ANY W�`1K. THE LOCATION OF EXISTING 1 Hr_E'RL'!. JND:U71UTiES ARE'St OIWJ IN'AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REP�F, mac. �AWE�(X TRA 01?iAGREES TO BE `FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION ,INFORMATION`DIFFERS FROM PLAN INFORIATION,' THE CONTRACTOR SWALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN REQUIRED- UNLESS OTHERWISE SPECIFIED IS THE BOARD OF HEALTH, :ALL SOIL ABSORPTION SNENTSS, FIELD THE LOCATION / INVERTS OF 'ELECTft. :GAS. TELEPFK)FIE A DATA/COMM AND REIMATE IF CONFLICTING WI1H PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT/A DISTANCE OF NOT LESS THAN 100 FEET SHALL LEACHING FACILITIES, SEPTIC RINKS, DISPOSAL FIELDS, OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS REQUIRED. .: . _ w INTERVENE BETWEEN ANY BORDERING VEGETATED, WETLAND (AS DEFINED WITHIN 310 CMR 15.002 OF THE STAR` 91WRONMENTAL CODE, TITLE 5, MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGt) / AND/OR WATERCOURSE INCLUDING BROOKS. PONDS, SALT AND FRESH WATER MARSHES, BOGS, STREAMS, COASTAL BANKS, LAKES OR SPRING HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL Fro°oo , ABSORPTION SYSTEM, L&CHING FACIIJTY. SEPTIC TANK. DISPOSAL FIELD, OR OTHER SEWAGE DISPOSAL SYSTEM RETAINING WALL - SEE TOP OF W o� ti / AINWG WALL COMPONENT: (TOW) ELEV. NOTED ON PLAN. SEE �o1F�� / TOW EL=9.0 PROVIDED: WALL DETAIL HEREON. �'��(F� CB/DH / SHED AND CAR PORT DISTANCE FROM THE BOUNDARY OF COASTAL DUNE TO DISPOSAL FIELD: 71 FEET PRovIOE A 5 FT. ovERac AROUND �� '�� r TO BE REMOVED �, 6»ADS-BIOOIFIlSSL7t x 9.s DISTANCE FROM THE BOUNDARY OF COASTAL DUNE TO SEPTIC TAW 94 FEET THE SAS TO THE 'C• HORIZON / w J� 140080 LEACHING40 SEE NOTE 5 HEREON. �a0 �� CHAMBERS m J "J o INSTALL TWO OBSERVATION E- T EPOM IM o PORTS TO IMTHM 6' OF Go BARRIER PER T>1>E Dry GRADE AS SHO1Mi (TYP) ~ ,� V REQUIREMENTS ( �- BREAKou EL=7.96 6 LF C SCH 4o PVC U C ' o � x ��• i w / &25 tor+ \ D-Box I p v / CB/D Nei A x ��' \ BREAK OUT 0 PUMP T Ex1STIN A P 1 6 PARCEL 102 SYSTEX.. FILL MATH > ( 6 4' SCH �d P116 O C D "� N/F m SAND AND O i'g�k9 SANORA HOWARD 8 N ON IN PLACE): x'. y0 500 9.0 a Z PROPOSED MITIGATION AREA f � ,� ,( y ITC ANK � o -1019 SF. TO BE PLANTED IM1H (2FT HT.) NATIVE / 5.0 + Qj. Qy pB\Y ��Q o�� a VEGETATION IN ! + 0r 4 WL LDS DATE:�� CONSULTATION�IATH ST �G kr '' cc.. o �Z+ U Q \ C25 (D) l'J L EAOM � � PROP. N. 8.8 O� x 7.1 9.5 z ZE CO) ++ 9.t 8.27 ? e.a\ o , ` NITROGEN LOADING LIMITATION: NA BARNSTABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: o � � o 1000 GAL. \ A RESIDENTIAL: 4 BEDROOMS (EXISTING) ., Zd 4.0 + _EPTIC TANK 9 3 7�LF �• \ sT�, STEVE WILSON, P.E. DONALD DESMARAIS R.S. 4 PVC 15 (o) x 110 GAD/ - / s.1 x 9 �`F 0 2.Ox � � �� TEST PIT 1 TEST PIT 2 TEST Pff 3 of TOTAL DES" FLOW = 440 GPO N w / G NO Z.'SDICOWN S,Ao �'o 'Ic oa \� s.s > �� GARBAGE (MINDER (NOT INCLUDED) = N/A G.S.E. = 7.9 f G.S E = 7.2 G.S.E = 4.8 s N 5 a P� 5' A-1 ` rASTAL BANK t + 9.3 `�'YE• ,� 10.� I �� \ �� } ,f � 2 / ++ �+ ,o R♦7 j/c ' �� PERC RATE _ <5 MIN. f INCH (CLASS 1) M: I M 3/4 ; LOAN SOI10 FILL P ON M: 10YR 3/3 : LOAMY SAND } + b. sov 7 �� STONE DUST .2 .o \ �4 LTAR = 0.74 GPD/S.F. - co AF 74 / 1 MIN. LEACHING AREA OF SAS. REQUIRED: . 5h2 i O �� 6.0 C25 (D) h�� = � x •9 ' � + 15 F' 9.0 8.9 �� r C� -" 0 440 GPO/ OJ4 GPDABLE. _ 595 S.F. MIN. B , 10YR 5/4 . LOAMY SAND B . 10YR64�6 B : TOMB 5/6 ; LOAMY SAND � Z TREES C3o (D) ;� �'�- �'s 9. 5. 8 8 G � •1 h PROPOSED SYSTEM: w SHEET TITLE 8. 8.3 , �., o ti� 13 ELEY 6.8 16 ELEV 5.9 18' rviRE FENCE 6 ADS BIODIFFUSER 160M LEACHING CHAMBER UNITS " C1 ; 1OYR 4/4 ; dt C . 1OYR 6/4 ; SAND dt C ; 10YR 4/6 ; MED. SAND a F��G \ ' � k c 4,�' \ c6 F �, W� 3.6 OF STONE ON SIDES 1 OF STONE AT ENDS. 3.2 STONE BASE q�� p�AVp. a TI Septic Syatem Plan an M e E w s . : \ g SIDEWALL AREA: 43 + 10 2 x 1.6 DEPTH - 169.6 SF 66 COBBLES TO 10 80 5.2 x 6.4 AND SC 39} � ( ) 5,2 _ --� , �o �� BOTTOM AREA x 10) = 430 SF Prof Ile h \�'c. \ �' � Qti TOTAL EFFECTIVE LEACHING AREA = 599.6 SF C2 : 10YR 5/1 : MED. S4W '0 1 LAWN -- s ` ' SYSTEM DESIGN CAPACITY = 599.6 SF x 0.74 GPD/SF = 443.7 GPD Q 5. �`5 "� �" SEPTIC TAW SIZING: =440 GPD x 20OX = 880 GAL SHEET N O o wF/A 'WF A-3 -'"� xv 4 �c 5.7 J�;� / OBSERVED GERLOUND)WATER OBSERVED GROINrOWATER OBSERVED GROINrOWATER N d C 15*(D) x 5. C �`� 4 USE 1500 GALLON TANK MIN. ROi1 780 TE= <5 MIN/Ihl O 66' (ll. 1.7) O 40' (EL 1.5) C2m0 MAP 116 PARCEL 101 TP3 3.5 x4.1 r �2S \\� k5.4 55 LAND COURT PLAN 33762A / �, o �. - _ � DATE : 8/6/ 2012 50,070 SQ. FT. t ° WF/B-6 20 0 20 40 0 1 CERTIFY THAT IN APRIL 1995 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF 1 .AREA TO MEAN HIGH WATER \ 'l s- 46 ._. oo ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED " SCALE IN FEET UPLAND AREA = 32,621 S o. FT t. WF''A-4 4 8 (C) ° x x °oa Doti TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 SCALE : 1 = 20 • x a.1 4. f � \\ r� Qw° WF/B-5 �p,L q�� 'P � ` � DRAWN/DESIGN BY: SDM CHECKED BY: IIIIE SIGNATURE DATE JOB NO: 2011-060-01 CADD FILE:2011 1 j TYPICAL SYSTEM PROFILE BAXTER NYE 14 APPRoxIMATE TIOP of NOT TO 130ALE Dw. F,NISH FT.00R = ENGINEERING & 10.70 PROPOSED GRADE _ 10.1 SET AT LEAST ONE MANHOLE FRAME SET MANHOLE RVM O COVER TO WITHIN SURVEYING ;,� COVER TO WITHIN 6' OF FLASH GRADE: W OF FINISH GRADE RISERS di COVERS RISERS O COVERS SHALL BE WpUERTiGHT SHALL BE WATERTIGHT .A. FINISHED GRACE OVER LFACEONG 1RETNCW = 9 1D 10 FT SDUD cJwsTOME FULL rLIDrtM OF WALL � FI NEDMN, 3 SF/STOLE LrL. 4-TMIX- Registered Professional Engineers GRADE OVER[TAW = 10.0 FPNM GRADE ovER D. BOX - 9.75 COMPACTED ML NSTALL INSPECTION PORK TO srom Tn INTCH wits sroNE g 9. O cover -and Land Surveyors _ 4' SCH 40 PVC L=7 WITHIN 6' OF FINISH GRADE IN s=2.00x (1.ox MN 36' (mm) cow ACOORDM+CE WITH MMWACTURETt,S ��- � GRACE ILL 'I°N5 ALLOWED) TOP TANK=9.38 3' MIT. TOP D BDX=8.5A CHAMBER RECOMMENDATIONS MER OFF OF OXX OF WAIL Ave 78 North Street - 3rd Floor ......• :, FIRST 2' (ro BE LEVEL) TOP/TOP PEA 2• LAYER 1/8'tot/2• 6 " _ '� SD NOT 1° POND. Hyannis, Massachusetts 02601 Nv our = 8.27 6 LF«4' sc►I 4o PNc es=1.1X STONE DOUBLE WASHED SMNE 140o eo LEACHING CHAMBERS Y'O 6' MN. 6 LF"4' SCH. 40 PVC O 1.0% 7 SR"mOM emxFXE LLIOLerAR ON NV N= 8.13 10 MN -� 4' SCH 40 PVC TOrtB FACES. MOLLTAR 2 71D BE VISIBLE OW Phone - (508) 771-7502 R � ? 011i= 7.88 NV N= 7.81 ,. CHA►�ER NNV N=7.80 + � - B�ATTL R BACK OFIIPE>Al1FJIBlE BAItltlER �a v' GAS BAFFLE SUMP arr=�.64 WALL Fax - (508) 771-7622 . t NIFT TEE TO 1• •.• : . > � �° soup NLERLocLaNc WALL '• 14 ABOVE oUTLET ELEVATION • . BOR . CONSTRUC" WL�M WMARED WWW.baXter-f1�e.Com 10 RENFORCED CONCRETE 6' CRUSHED • -rr r. m SEE PLANS FOR 12 AN 4 FT LCNC TIEBAJONM PROVIDE �AT S :. .:•• .. . .:: - . �� 4' lO 1 1/2 OOUBIF .SURFACE TRE/1 FT O/C AT A 2 FT HOGH� . '! ' �• r..l. .;. W FOR WILL SOC710FLS OVER 3 6' CRUSHED eOMI �� FT N MEWIT. W BACUS STAMP STAMP • STONE BASE SHALL BE WMERPROW SEALED *: . DO 1 nOi 1 nn� �X )12" TE THE UNSINABLE SOILS BELOW THE PEASTONE ELEV (TOP C� 90M DB-3 (h20) OR EQUAL OF SAS). SHALL BE REMOVED TO THE 'C HORIZON' AS 4.0 06 'r�a UM T'HE G SHOWY Sf-1500-H2O OR EQUAL TO BE INSTALLED ON A LEVEL STABLE BASE REQUITED - SEE CONSTRUCTION NOTE /5 HEREON. TO BE INSTALLED ON A LEVEL STABLE BASE GROUNDWATER • 6' o Cs DY C"� GROU D ATT1t ELEV 20 ,: SEPTIC TANK TO BE INSPECTED O CLEANED ANNUALLY 3/4' CRUSLIED SrofE � � � 4,.i8 _ 0 4 e B a 8 G'�' 10 ML EPDM �ERiWJME 111ARI R 10' ADJUSTED HiGH W ITER OETEIM0 FROM MEAN HIGH P1iEPALLED SLIBOIL�oE �,� WmL 24 11MIEDLENT TO PERNous WATER AS SHOWN ON TIDAL FLOW PROFI.ES, NEW StOGRADE AS SHOM oFaAL FINISHED GRADE ENGLAND COASTLINE U.S. ARMY CORPS. OF ENGINEERS, WRAPPED 3/4' .. : .a sEPTE�HBErt t988 PLATES C-22 O C-23. Ir WLDER Try L 11ASE OF WM MOM STONE (M.) -.., - • 36"MAX.-9"N. \� \� COMPACTED�LL�� cr, 3/4 1 1/2 - ri DOUBLE WASHED STONE 2 LAYER DOUBLE WASHED TOP OF CHAMBER LEACHM CHAMFER ITYPICAL.1 STONE 1/8" TO 1/2' PIPE INVERT � CONSULTANT O 00. 6 " BICDIFUSfR 14QOBD (OR EQUAL) » : .6 FT N LEACHM CHAMBERS 3/4 TO 1-1/2- EFFECTIVE1.6FT DOUBLE WASHED DEPTH rD DIST. LINE IN (TYP.) STONE N o C_ FILMOIIE WALL WITH BARF� LL.Ts CONSULTANT �2_5' 38' 2.5' iHr ��TAIL 43 I F--3.6' 28' 3s' FM.AN VEW SECTION NOT TO SCALE NOT TO SCALE PLA8TIC LEACt�10 CHAM�i DETAL PREPARED FOR : _- R AL ADS BIODIFFUSER 14008D O EQUAL) LENGTH 76" PER UNIT LAYUP Barbara Mullin Rosieilo and CONSTRUCTION N NOTES11 VARIANCES . WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES do REGULATIONS APPLICABLE. Robert Ros�ello 1. ALL SYSTEM COMPONENTS SHALL BE .INSTALLED IN ACCORDANCE TITLE V .SECTION 15.211: MINIMUM SETBACK DISTANCES . 5 DavisHill APPROVAL BY THE ENGINEER. 5 s I Drive.. TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR 2. ANY CHANGE CELLAR OR CRAWL SPACE WALL FROM SAS: REQUIRED = 20', PROVIDED = 14.93' (5.0T REDUCTION) Weston, 'CT. 06883 N ENGINEER FOR INSPECTION.I T CKFlWNG NOTIFY.THE BOARD OF HEALTH AGENT AND ENG 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR 0 BA PROPERTY LINE TO SAS: REQUIRED =10, PROVIDED = 5.9 4.1 REDUCTION » N OTHERWISE NOTED 'HEREIN. SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEDULE 40 PVC. UNLESS 4. ALL SANIT CELLAR OR CRAWL SPACE WALL FROM SEPTIC TANK: REQUIRED = 10' PROVIDED = T 3 REDUCTION » F THE SAS. HORIZON" FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION 0 E 5. EXCAVATE UNSUITABLE MATERIAL TO THE C 0 TITLE V SECTION 15.212: DEPTH TO GROUND WATER 3 OF COVER. FREEZING AS REQUIRED WHEN LESS THAN REQUIRED: FINE FEET IN SOIL WITH RECORDED PERCOLATION RATE OF TWO MINUTES PER INCH 6. INSULATE ALL PIPES AGAINST FREEZ Q .: , y PROVIDED 4 DISPOSAL S.,,NERD GE GRINDER DE GARBAGE M DESIGN INCLUDE THE SEPTIC SYSTEM 7. E DOES N� _ AG DISPOSAL S- CHAPTER 360 ON-SITE E SYSTEM T F ASTABLE - C CONTRACTOR SHALL DETERMINE THE OWN 0 BAR CONSTRUCTION. THE CT NSTR 'r 72- HOURS BEFORE THE START OF CO _ - N UTILITIES AT LEAST LOCATE ALL EXISTING 7 LOCA _ _ COMPANIES 0 M AN AND UTI CO D G SAFlE REQUIREMENTS:Af?ll 1 PARAGRAPH 360 1 SETBACK E EMENTS AT ,1 888 ARTICLE ETBAC QU T R SHALL CONTACT DIG SAFE ) �' . 8. THE CONTRACTOR ( , �Al�4d. WAY ONLY, MAY NOT BE UMf�ED TO IN AN APPROXIMATE A 0 L UTILITIES ARE SHOWN , i NG UNDERGROUND ocAnon� ors Ex sn F ANY WORK. THE L ART 0 ORE TIE ST ES BEFORE HORIZONTALLY,AND VERTICALLY OF ALL EXISTING'UTILITIES LOCATION, BOTH HORIZ , EXACT L , OCCASIONED BY THE H MIGHT'BE OC DAMAGES WHICH RESPONSIBLE FOR ANY AND ALL D R BLE 0 BE` FULLY ES R T REPRESENTATIVE. THE CON TRACTOR AGREES OWNER OR :ITS REPRES Y VERIFIED BY THE 0 REQUIRED. UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH ALL SOIL ABSORPTION SYSTEMS .THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY I CROSSINGS, VERIFY IN ' INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER .IMMEDIATELY FOR POSSIBLE REDESIGN..AT UTILITY C , LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION `DIFFERS FROM PLAN INFO LEACHING FACILITIES, SEPTIC TANKS,'DISPOSAL FIELDS, OR OTHER SEWAGE DISPOSAL SYSTEM .COMPONENTS CONTRACTORS FAILURE TO LOCH WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL' INVERTS OF ELECTRIC GAS, TELEPHONE dt DATA/COMM AND RELOCATE IF CONFLICTING FlELD THE LOCATION / INTERVENE BETWEEN ANY BORDERING VEGETATED WETLAND AS DEFINED WITHIN 310 CMR 15.002 OF THE STATE RE QUIRED. NMENT TITLE 5 MINIMUM REQUIREMENTS FOR THE SUBSURFACE ENVIRONMENTAL CO Q E BSU CE DISPOSAL OF SANITARY SEWAGE , W INCLUDING T AN i -AND OR WATERCOURSE NCLUDI G BROOKS PONDS SAL D FRESH WATER MARSHES BOGS STREAMS C BANKS ES OR SPRING HIGH WATER MARK OF TIDAL WA AN i COASTAL LAK WATERS D ANY PORTION OF ANY SOIL ABSORPTION SYSTEM LEACHING FACILITY SEPTIC TANK DISPOSAL FIELD, OR OTHER o SAT. ELD, 0 ER SEWAGE DISPOSAL SYSTEM 0 O , o COMPONENT. 0 : RETAINING WALL C ENT O o OF<WALL N ,� SEE TOP F` TOW EL 9.0 RETAINI NG WALL 0 0 . SEE ti q i PROVIDED m W . NO ON PLAN F TO ELJ:V S ON DETAIL HERE ;, C WALL D DISTANCE FROM THE BOUNDARY OF COASTAL DUNE 70 DISPOSAL FIELD 71� F ELD FEETto < CB DH F / SHED AND CAR PORT I�D,/� DISTANCE FROM THE BOUNDARY OF COASTAL DUNE.TO SEPTIC TANK. 94 FEEL' � m � ♦�J TO BE REMOVED F, x �, s Aos-ElIOOIFUSSER 9.s N PROVIDE A 5 F?. OVERDIG AROUND z V/i0* �a *Cm J THE SAS TO THE : HORIZON ELEV. .� w 14006D LEACHING HEREON. . O O CHAMBERS SEE NOTE 5 ti w - c, O � m Q- INSTALL TWO OBSER NATION Jnoun qc J 0 O H ! . MATHIN 6 OF .. PORTS TO o i IMPERMEABLE ...r7 EPOM rL AS SHOWN TYP H- m �. : o GRADE � ) y.= BARRIER PER TITLE • V REQUIREMENTS _...- � • v VC .� 6 LF 4 SCH 40 P �. I U «.. OU EL 7.96` _._ ElREAK T _. _ . x � 4 _ Lr. LU _. X ` 8.25 toW _.. BO m ;.; ;: BREAK.OUT O CB D N x .- •, tr � 7.96 a ti W _ __ PAR 02 P 1 PARCEL _ 6 Ti » TfEXIS 7E PUMP OU , _ � PV� a p t 6 4 SCH - FILL WITH ., _ N/F SYSTEM: O 9$ C D .6 R ' . ( 9 _. A RA HOWA .D SAND AND ) S ND CLEAN , m k 500 G� ABANDON IN PLACE). �. •. 9.0 AREA O PROPOSED MITIGATION i 4L S 10 19 SF. 8 x 6 1M OW ¢ TO BE PLANTED WITH a G + 8 NATIVE : HT s a _ o + � _ C25 D LEACHgVC3 AREA REQ 3 -tse�a sa. Loos DATE . ouys� VEGETATION IN CONSULTATION VYI STAFF i 8-8.::: o � t� r } _ O x 7.1 9.5 ,_. PROP. INN. g,� �. NITROGEN LOADING LIMITATION. IV/l BARNSTABLE o � J C ,, 9.1 8.27 . -.::: � -. SOIL EVALUATOR. z w ¢ + + _ - � :� - .: �, �• RESIDENTUIL 4..BEDROOMS EXISTING BOARD OF HEALTH AGENT. G a \ i 1000 G, ( ) o E + Q S 6O F S SiEVE WILSON, P.E. DONALD DESMARAIS R.S. / P¢ �-1 `� 4.2 EPTIC TAIv, .: 9.3 9�TO 7•LF A�, r `� TO X 110 GPD/BEDR�M , 4 PVC o�o 15 (D) S � - 1 + o ' �' F q _ TEST PIT 1 P 0 2.ox F c o o TOTAL DESIGN FLOW 440 GPD TE TEST PIT 2 TEST PIT 3 51 F N0 IuPlsoicrioria �+ �, ti - s.s F, GARBAGE GRINDER (NOT INCLUDED) N/A G.S.E. 7.9 G.S.E. 7.2 G.S.E. - 4.8 \ T TOWN ' : .. _ .f S S E & L\tftNN j S F N Q 8 10.T 9 STAL BANK ♦ rY .. \ \ _ 10YR 3 3 LOAMY SAND -- \ � _ �s ; _ i V � PERC:RATE <,,� MIN. INCH (CLASS 1 Ap. tOYR 3/4 , LOAMY SAND FILL PEASfONE � M. / o + tifl 9:2 \ \ �� LIAR = 0.74 GPD S.F. STONE DUST S q'_ J / �- + 0 0 MIN. LEACHING AREA OF SAS. REQUIRED: � � o / 6.0 \c 2 s (D) �, _ B , 10YR 5/4 , LOAMY SAND B ; 10YR 4/6 ; LOAMY SAND B ; 10YR 5/6 ; LOAMY SAND 42 440 GPD/ 0.74 GPD/S.F. - 595 S.F. MIN. o t5 9.0 , � C o t + 8.9 L T O `'� w coef�LEs z x .9 �P 8.8 � � � �y .� » / -mmmllw� k C30' (D) - s 9 8 . 8.3 �` c ,,`� 13 ELEV 6.8 16 ELEV 5.9 18 a PROPOSED SYSTEM. TREES C� 7 � 9 SHEET a .7 � EE TITLE N 7. � 6 ADS BiODIFFUSE'R 1600BD LEACHING CHAMBER UNITS • WIRE FENCE » C1 , 10YR 4 4 , SAND & C ,. IOYR 614 , SAND & C 1OYR 416 MED. SAND 3 0 \ WITH 3.6 OF STONE ON SIDE, 1 OF STONE AT ENDS, 3.2 STONE BASE GRAVEL GRAVEL C8 F Septic stem Plan n TIMB E w � SIDEWALL AREA. 43 ♦ 10 2 x 1.6 DEPTH 169.E SF and S \ � \ �. ( ) 66 COBBLES TO 10 � 80 68 AN /�;� AND J- _ x � C� s s.a BOTTOM AREA x 10 430 SF p 0 4�� a i ¢ Profile 5 r , TOTAL EFFECTIVE LEACHING AREA 599.E SF �. C2 10YR 5 1 MED. SAND \c / � I \ = _ -••-_ SYSTEM DESIGN CAPACITY 11OlIl � DES CAP C 599.6 SF x 0.74 GPO SF 443.7 GPO ry 1 0- LAWN / • 1 �\ 6 a Q .o I 90 .5 � .8 . _ SHEET 5 \ SEPTIC TANK SIZING. 440 GPD x 200x EE N O o 880 GAL x .4 �/ ,<- F. x c 5.7 G / OBSERVED GROUNDWATER OBSERVED.GROUNDWATER OBSERVED GROUNDWATER �3 5 � WF A � C O 78 EL 1.4 _ / O 66 EL 1.7 wF A O 40/ / � EL 1.5 � c �- USE �50o c�aLLON TANK MIN. ( ) ( ) C15 D �\ _ a O TP RATE <5 MIN N 3 ! C2NO V a / P PARCEL 1 1 .9 , MA P 1 16 _, A .CEL 0 C o x 4.1 r O DATE ._8 6 2012 v �L 5.5 . P S N COURT . LAN 33752A \��_ LAND COU c wF B s 0 9 0 2 0 20 40 / • ` 5D,070 S0. FT. f d o ,� I CERTIFY THAT IN APRIL 1995 I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED TH o . 4.s � `� � BY E DEPARTMENT OF O a o ENVIRONMENT PROTECTION AND THAT � :i 5 ACRES � � ,� AL THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED / o SCALE IN FEET. WATER O - I H M AN HIGH AREA TO Eo �E > 8 c x _ x o TRAINING EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 SCALE . 0 1 20 U 4ti1 SQ. )A-4N AR A 3 62 _ P E 2 D U LA \ o wF x B 5 a 1 O o / q 1 DRAWN/DE i N Y S G B CHECKED BY.\ ti EC Q r SDM MIME F 1 ZL7 4 .. .6 O Z SIGNATURE A E DATE -- JOB NO: FI LE:ILE.- 2011-060 11-060=PB. 0 ZO ry BAXTER NYE ENGINEERING J& -- c SURVEYING re ,�Q �1� � • • � . � Registered Professional Engineers %�Y ,• .��y and Land Surveyors DEVELOPED WT PROIE r` „M - IDEM01.170 J/ 4 < 'r �• . •. ,7 78 North Street - 3rd Floor MD R®tm.aNc ON N oo ON- NFORMING LOT � .:��5- b � ` •,� �w�� . 6 ••� a-, Hyannis Massachusetts 02601 -� ' LEGEND . •• .. � •+ , --_ " .. � _ e1. 7,.. ,. ••'• :• (�; •:. •: .; •• Phone (508) 771-7502 ( � (1,984 Q s • . •, Fax - (508) 771-7622 LOT COVERAGE: 20X 6524 6.11C • i � ', .• • . ' � .�' C30 (D) - 30' TREE CANOPY DIAMETER (DECIDUOUS) �': r�� a, - �•,:.�,'�, ,' � '• : ' ••• '� www.baxter-n .COED FLOOR AREA RATiO aoac (s78s SF) aox (2,eos SF - PER ASSESSORS RECORDS) BInLaNc HEIGHT: 2-1/2 STORES OR 30 FT 2 STORY C8 (C) 8- TREE CANOPY DIAMETER (CONIFEROUS) ' Pb+l 6' STAMP STAMP Air i • MADDY CIVIL u' ' is v 1 �F 11 _ o.431 3 , Locus Map Scale: 1 - 20001 � CB/DH /ONAL EN . F! ?J FIND l� 2 k• J�<v x 9.6 Gw• " m �o CONSULTANT I GENERAL NOTES rn �- � o• - yp y 1.) THE INTENT OF THIS PLAN IS TO DETNL DOSTNVG SITE CONDITIONS AT LOCUS �+ � x 5.5.�:� •.: ,p •y o 7 o c1p �` 2.) LOCUS AREA IS COMPRISED OF: CONSULTANT Z ::• : / / �. AlSSESSWS MAP 116 PARCEL. 101 c� CB/D14 -_�..2 7.0 PLAN BOOK 130 PAGE 27 �, ��j _ - ►� : ? \ - - LAND COURT PLAN 33762A •: 1 MAP 116 PARCEL 102 CER'TFrATE OF TITLE. 49338 (E1LEN MU NO"- p : � 7 F Off' - 7 N/ D I � `` sANDRA HOWARD APPLiGUVi: IiARBIARA MQJLUN ROSIELLo AWN) ROBERT RO61=LL0 8 55 DAVIS HILL. ROAD [X' WESTON CT 06883 PREPARED FOR . . �- �o "•�° � / J5�' 3.) PRAM BENCMMRK: C8/DH FOUND QQ4� 8. 25 cD J �� EL_ 3.81 (�) Barbara Mullin Rosiello and 0 ' Q 8• �` 4.) ZONING INFORMATION 8.4\` •., 7.1 9.5 �k1' ZONING DISTRICT : RF-1 (Residential) _ Robert Rosiello -1000 GAL. 9.1 ?\ \ >>� + ' 4.2 �PTiC TANK �•!� . ( �• ` ` k cuRREwT MarlMtnM ZONNNIG REQUIRl7MENrs: 55 Davis Hill Drive . �Qp1F .3 � �i�e.�p} _ ,p C�+.O ` � 5 (D 5 •� ` `� \ i °/ MNN. LOT AREA = 87.12o S.F. Westo11, 'CT. 06883 �w �v 5 I\\ x 9 O •F I !� �F /4 AMN. LOT FRONTAGE = 20' aP4 1 �O N JURISDICTION 4 . s �� ti TE & TOWN \ �O�`,Q O c - 9 �'�� C 6.6 `>Ir ° MIN. LOT NADTH = 125' py " WF A-1 STAL BANK O, �.LAWN \ 9.3 'iE`Agl, • 10.7> \ i o�� /+ FRONT YARD = 30' SIDE d: REAR YARD = 15' / 15' r ti / g• \\ .2 � ♦ �. 1 4n SO, 9j�'�. O .o \ OVERLAY DISTRICTS: RPOD. AP AND SEP 5.2\ F �o 6.0 \C25 D ♦ ♦ SITE IS NOT WITHIN THE RECREATION& SHELLFISH AREA AND SHEUM 1� • \615 9.0 !Sv' yL„� �) RELAY AREA DOCK AND PIER OVERLAY DISTRICT 8.8 9 �Gj tI T \ 1\ / D i s 9. .3 /4 1\ � -, 8. 0?Py ,� 5 x 4.8 4.9 \ 7 3► �,� 7� / �• °� 5.) A TIRE SEARCH FLAS NOR BFfNN PEJtFO18ED FL)R 1HS S7E. F DETERA1�ED 7. , \ \h`? ` /+HARE FENCE TO BE NECESSARY. A TITLE SE SHNL ARCH L BE PB FW D BY OT� RSN TIM W 3 \ •.°� 6, THE PROPERTY LINE INFORWTION SNONN IS SM ON CINNiENT AVAILABLE RECORD N� ��• \` 5 2 x 6.4 D '9} \ .!f o - , M97ION CONSISTING OF PLANS AND DE1 DS �P x 6V \ p 5.2 r \ \ 0 THE DOSING FFJIRM SHOWN HEREON WERE OBTANED FROM AN ON THE GROUND HELD Q° \ x s I - LAWN \ \ ` �� SUIME' PERFORMED Br 94M NYE DIGNFF1K & SMVEi M ON OCTOBER 24, AND \ i s �, 4 ; s NOVEIM 1. 2011. BUILDING LOCA110NS AID OFFSETS ARE FROM TRIM BOARDS. A \ x 5' \ �YVF/A-�2 WP © C15 O C30 (D)t / c x5.7 1' /146 WETLAND DOMA71ON BY DON4LD SCNU P.W.S../ -3 � D �� /\ \ 3' \ \ ��Co 7.) COMMUNITY PANEL NUMBER. 250001 0016 D i o / MAP 116 PARCEL 10 3.5 / !- x'4,9 C12 D �• O` ' THE FLOOD INSURANCE RATE MAP OEM TINS ARFA AS ZONE A13 (EL 12) AND V17 (EL. 14) « SCALED FROM GLS NFORMAIION LAND COURT PLAN 33762A 1 s�, + 5.5 ; w:=' a) ENVIRONMENTAL INFORMATION. = 9 - _ WF/�-6 x 1.1 3.0 50,070 SO. FT. f / ,. SITE IS NOT WITHIN AN A.C.EC. (AREA OF CMICAL ENVIRONMENTAL CONCERN). 10 10 1.15 ACRES t ` - � 4.6 � 2p,, � IO HIGH WATER ` �- _ `� • SITE IS NOT WITM1 AN AREA OF B707ED NWAT OF RARE WILDLIFE PER 10 AREA TO MEAN G O �, :' x 1 NHESP MAP OCTOBER 1. 2010 TS W70 HABTATS OF RATE WILDLIFE' � (� 1 c UPLAND AREA = 32,621 SO. FT t. x WF�A-4 `x 4.1 , 4. G� WF/8-5 q THE W WEiL1V0S PROlECT10N ACT RELUATIONS (310 CUR 10).' J (� • F FOR USE WITH - 1 x 0.9 \ _ : 2 O \ •SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER WEV MAP OCIOBER 1, 2010 J 'Q 10 : `Q 'CFRTFN:D VERNAL. POOLS x 3.0 C8 (C) e.\ _• �'3r. BRICK EDGED ?J \ \ _ - �, LANDSCAPED AREA - WF/A-5 Y •SITE IS N0T WITHIN A PRIORITY WIBITAT PER WI ESP MNP OCMBER 1. 2010 "PRIORITY fDean - - 8 '� P� WIB BATS OF RARE SPEW FOR SPECMES UNDER THE WSSACNUSEITS OVANGETIED • • / b• ?O e' C m v - ,:' SPECES ACT. RE'GLAATIONS (321 CMR101 I- .sum a `b� I ♦ .` Q •SITE S NOT W INII A STATE 1 W s 2. APPROVED ZONE GROUND NNiiR RECFMRGE PROTECTION -p B : �. O t� ♦ � � AREA. m F` II 0 x 4.8 : Q.. YYF A-6 O Nl :• O: v •. � : ` SIZE IS WITFIV A ZONE OF`ooNTRiBImON TO A SAUWN1l)t ESTIMRY ABLE B:OH � a (0 0 ., REG. 3W-M5). . 1 c� K. Cam+ ` wF/e-4 3 �y► x 9. UTiLlTY MNFORYATiON SHOWN HEREIN: c^ 3.3 - 9 1 9 i CEDARS y a I CpViRAC10R SFWl CONTACT DIG ACT SAFE AT 1-888-OK�- 3.0 ANDLOCATE UTILITY COMP O 1 CEDARS . OF AWES lO z T r . 0 � : 1A ALL E705i1VG AT LEAST 72 ti HOURS PRIOR TO 1E START OF CON u vTLnES CONSTRUCTION. THE LOCATION OF � o o \ CE AN cA RB _ , _ / plsTl) I E7QSTNVG IN�DERGROlEO IFPoISTRIICTUIE; UTLliES. COMIllITS AND LIES ARE SHOWM N AN APPROXMNTE x-1.4 ; y i / X F. x - � � WF/A 7 .: . ' ��" MIIY ONEY. MNY NOT 8E LIMITED TO 1HIOSE SHOWN FNRFIV AND HAVE BEEN R6fARCIED BASED ON TFE 0.5 - .6 t� I l; AVAILABLE UTLTY RECORDS a � /A-10 � / N01ED HETtE0N1 TFE CONiRAC'IOR AGREES TO BE FULLY RESPONi513LF FOR WF/E3-3 ANY AND ALL WPM WHICH MIGFIT BE OCCASIONED BY THE CONTRACTOR'S FALULE TO IAGTE SAD ? o \ � WET SOIL :: `-- - : WRAS'TRL1CTUtE AND UTLITES 9ACTLY. F-FIELD MOM DIFFERS FROM PLAN WOFUTiON, THE z U •O _ O 0.9 x ?� PIT .: / CONTRALW SHALL NOW THE ENGNER M ADMTELY FOR POSSIBLE REDESIGN. •o m x /A-9 EXISTING STUMPS w : TREES CUT DOWYM p ' "VYF A-8 1 DOS'IiNG SEPITC � SHOWN ON PLAN FROM TITLE V INSPECTION PREPARED BY x -t.4 x -Qb ••... _ x 4.....' . x...0 x 3 � 4 / �CB FN4 JOSEPH P. MACOMEER & SON, INC., CEIVTERVNIE, MA, ON 7/25/06 AND ARE APPROXIMATE /bH : 3. 3' WIDE PA1H /i Ok \ V "� w • APPRMIATE OATER SUM SHOWM ON PUN FROM A SKETCH PROVDED BY THE �„ w EXISTING DOCK e � - �� \S� .. :.: . ;;• WF/8-2 � 1•- WEST BAY 3� ( .:. c-o-w WATER DEPARTMENT(SERNCE DATE 4/12/s5). Q c SE 3-2175 ' x -1.3 x -0.5 90 ( :: • UNDERGROUND ELECTRIC LIVE SHOWN ON THIS PUN IS APPRO)WATE PER NSTAR ELECTRICBENCHMARK } •Cj` ;: MAP PREPARED ON OCTOBER 25 2011. THE UNDERGROUND LINE IS FED FROM POLE if I 42-S. LOCATED N& WINFIELD LANE AND EEL RIM ROAD INTERSECTION. -0. ��0 Gy 2 n CB/DH FND T 1 • NW :.•:' � ��: AND A 1P/RNAiE SERVICE LINE FOR WINFIELD TAME AND MUST BE MARKED BY DIG-SAF7r �_. .__.• v' m \ ,� : c,Z C' ACTUAL. CONNECTION T O HOUSE IS APPROXIMATE SINCE MAP DOES NOT SHOWN THE SERVICE Z EL 3 81 x -1 5 _ \ _ � �� Cyr ' LIVE FROM WINFIELD LANE \ NGVD29 �P�� •59. rl ::::: /8- E E T TITLE Og� 9 GAS SERVICE SHOWN ON TENS PLAN WAS TAKEN FROM A SKETCH PROVIDED BY NATIONAL GRIN) AND P SHOULD BE CONSIDERED APPROMMMTE PER TiES SIMN FROM FRONT OF HOUSE �s` ■ ■ Existing Conditions Plan a x -2.2 - x0.7 \ \ ...:: • VERQON INDICATES TWIT CURRENT NVFORMATION SHOWS THAT TFERE IS NO CONDUIT DOWN MANFIELD LANE , 1 x -0.5 CB FND _ x -1.4 -0.5 1.� 2.6` _ SHEET NO y. 'I x 0.7 x -2.0 X -0.E e 3.0 DATE : 4 27 12 ` x 1.1 20 ry ; 0 20 40 -2 4 x -0.6 ,. -0.5 X -1.9 SCALE IN FEET SCALE : 1'- 20' 14 R)►'IiVN/DESIGN BY. M/TM CHECKED BY: MWE Y JOB NO: 2011-060 C A D D FILE. 2011-060-EG TYPICAL SYSTEM PROFILE BAXTER NYE Lzl APPROXIM LATE TOP OF NOT TO SCALE EXIST. FINISH FLOOR = 10.70 ENGINEERING & fy PROPOSED GRADE = 10.1 SET AT LEAST ONE MANHOLE FRAME & SET MANHOLE FRAME & COVER TO wrn.N S U R VE YI N G COVER TO WITHIN 6. OF FINISH GRADE 6. OF FINISH GRADE. RISERS & COVERS RISERS R COVERS SWILL BE WATERTIGHT SWILL BE wATERTOIT FINISHED GRADE OVER LEACHING TRENCH = 9 TO 10 MOUE �"N 4" T OF WALL Registered Professional EngineersPei FINISHED GRADE OVER TANK a 10.0 - F1�FiED GRADE OVER D. BOX - 9.75 COMPACTED FILL INSTALL INSPECTM�N PORTS TO Mom• 3 sF/sroNE MIN. 4' TH,ac: SrnNE � wT� WALL STONE and Land Surve rs WITHIN 6' OF FINISH GRADE IN F� GRADE • RETAINNO CONDITIONS 4• SCH 4a PVC L=7' 9' (�) coves VARIES; GRADE IN swALE To KEEP � L� _ S-2.00z (1.0z MIN 36' (�) Cover ACCORDANCE WITH MANUFACTURERS ,e' w" ALLOWED) CHAMBER RECOMMENDATIONS WATER OFF OF BACK OF WALL AND 78 North Street - 3rd Floor TOP TANK�.38 3' MIN. TOP D BOX=S.Ss FIRST 2, (TO ��) TOP/TOP PEA 2 LAVER 1/8'to1/2' Tow - TOP of wAu E,EY. 1, -- y.�...,, . - Y SO AS NOT TO POND. INV OUT - 8.27 s. 6 1F�4' SCH 40 PVC N>►5=1.1X 6 LF,r4• SCH. 4o PVC O 1.Oz STONE DOUBLE WASHED STOLE F14C; BD LEACHING CHAMBERS BACK MORTAR ON 7.96 en�1 F Tat Hyannis, Massachusetts 02601 INN IN= 8.13 10• III. BARRIER NV OUT= 7.8B 4' SCH 40 PVC ` Pvc '• INN IN- 7.81 . 2 CHAMBER MNV M=7.60 TO 6E VISIBLE + 40 MIL EPDM _ _ L BATTER BACK OF 6 , ,. Phone - (508) 771-7502 `1 GAS BAFFLE INLET 1. s• SUMP °� _® Fax - (508) 771-7622 `q � � � 14' ABOVE OUTLET ELEVATION • . SOLD INif�OCKING WALL REINFORCED CONCRETE s' CRUSHED _,{, _ ,.: `O W sss� zP :� 12' CONSTRUCTION WITH MORTARED www.baxter-nye.com en SEE PLANS FOR AND 4 FT LONG TIEBACKS AT 5 STONE BASE /4' TO 1-1/2' DOUBLE w SURFACE TREATM = FT O/C AT A 2 FT HEIGHT w STONE FOR WALL SECTIONS OVER 3 S T A M P [', •• ' • 6' CRUSHED DOw BOTTOM FT IN NEIc►rt. TIE BACKS S T A M P STONE BASE D13TFi6UT10N BOX _ ' - SHALL BE WATERPROOF SEXED __ UNSUITABLE SOILS BELOW THE PEASTONE ELEV :. -�12' WHERE THEY PENETRATE THE ,_ 6 _� t600 GALLON ONE-COWARTMW 80MG TAW %WEY 08-3 (h20) OR EQUAL OF SAS), SHALL BE REMOVED TO THE •C HORIZON- AsEPDm 0F ?�`, TO BE INSTALLED ON A LEVEL STABLE BASE REDUMREO - SEE CONSTRUCTION NOTE HEREON. 4 0 v P 6' ``T� C 9c * Gf SHOREY ST-1500-H2O OR EQUAL o tart.. TO BE INSTALLED ON A LEVEL STABLE BASE SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY GROUNDWATER ELEV 2.0 ° 9 6" M � 3/4• CRUSHED STOLE VCD IL uS. �. p t g } w 4G ME EPDM IMPERMEABLE BAKER 0. 4 33 lO ADJUSTED HIGH WATER oETE7tMINED FROM MEAN HIGH t \_GEOTE)(TILE WITH 24' ■IBEDIIEIlT TO PERVIOUS WATER AS SHOWN ON TIDAL FLOOD PROFILES, NEWPREPRED SUBGRADE AS SHOWN FINISHED GRADE E)NG M COASTLINE U.S. ARMY CORPS. OF ENGINEERS, 12• WIDER BASE of WALL SAPPED 3/+• _ �• ;on .L •mow � SEPTEMNBER 1988 PLATES C-22 d: C-23. cRUstlm �� (•�•) ,;- -��.,�- •.,,, io 3/4 1-1/2" 36"MAX.-9"MIN. \��\��\COMPACTED FILL/\�\\�\\ 30L AB30RPT10N SYSTEM t3A31 DOUBLE WASHED STONE 2" LAYER DOUBLE WASHED �- TOP OF CHAMBER LEACHM CHMIBER ITYPICAU CONSULTANT STONE 1/8` TO 1/2" PIPE INVERT Nis p 00 6 BIODIFFIISER 14008D (OR EQUAL) N LEACHING CHAMBERS 3/4" TO 1-1/2" 1.6 FT DOUBLE WASHED EFFECTIVE DIST. LINE IN (TYP.) STONE N DEPTH 0 a- FEMME WALL WITH BAt�RER N.T.S. 2.5' 38'- 2.5' I I CONSULTANT 43' I-3.6' 2.8' 3.6'�I DETAIL PLAN �W SECTION NOT TO SCALE NOT TO SCALE PLASTIC MCHM CHAFER DETAL PREPARED FOR : ADS-BIODIFFUSER 140OBD (OR EQUAL) LAYUP LENGTH 76" PER UNIT Barbara Mullin Rosiello and CONSTRUCTION NOTES VARIANCES, 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS APPLICABLE. Robert Rosiello TITLE V SECTION 15.211: MINIMUM SETBACK DISTANCES 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 55r Davis Hill Drive CELLAR OR CRAWL SPACE WALL FROM SAS: REQUIRED = 20', PROVIDED = 14.93' (5.07' REDUCTION) We3tOn, CT. OBSS:3 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. PROPERTY LINE TO SAS: REQUIRED =10', PROVIDED = 5.9 (4.1' REDUCTION) 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. UNLESS OTHERWISE NOTED HEREIN. CELLAR OR CRAWL SPACE WALL FROM SEPTIC TANK: REQUIRED = 10', PROVIDED = 7' (3' REDUCTION) 5. EXCAVATE UNSUITABLE MATERIAL TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. TITLE V SECTION 15.212: DEPTH TO GROUND WATER 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. REQUIRED: FIVE FEET IN SOIL WITH RECORDED PERCOLATION RATE OF TWO MINUTES PER INCH 7. THE SEPTIC SYSTEM DESIGN DOES NO INCLUDE GARBAGE GRINDER DISPOSALS. PROVIDED = 4' 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE TOWN OF BARNSTABLE - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO ARTICLE 1 - PARAGRAPH 360-1 SETBACK REQUIREMENTS: THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH, ALL SOIL ABSORPTION SYSTEMS, CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN LEACHING FACILITIES, SEPTIC TANKS, DISPOSAL FIELDS, OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS HEREAFTER CONSTRUCTE©__SHALL BE SO-LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL REQUIRED. INTERVENE BETWEEN ANY BORDERING VEGETATED WETLAND (AS DEFINED WITHIN 310 CMR 15.002 OF THE STATE ENVIRONMENTAL CODE, TITLE 5, MINIMUO-REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE) AND/OR WATERCOURSE INCLUDING BROOKS, PONDS, SALT AND FRESH WATER MARSHES, BOGS, STREAMS, % COASTAL BANKS, LAKES OR SPRING HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL °oo ABSORPTION SYSTEM, LEACHING FACILITY, SEPTIC TANK, DISPOSAL FIELD, OR OTHER SEWAGE DISPOSAL SYSTEM , RETAINING WALL COMPONENT. RETAINING WALL - SEE TOP OF WALL ��, 'IF TOW EL=9.0 (TOW) ELEV. NOTED ON PLAN. SEE ��/� `� WALL DETAIL HEREON. PROVIDED' 71 FEET m to < CB/DH SHED AND CAR PORT C to PROVIDE A 5 FT. OVERDIG AROUND �?J 63.�°i W t TO BE REMOVED 6-ADS-BIODIFUSSER J N THE SAS TO THE 'C` HORIZON ELEV. -1 140OBD LEACHING Q SEE NOTE 5 HEREON. �O CHAMBERS \ m INSTALL TWO OBSERVATION _j MOM EPDM IMPERMEABLE" ®' O �y __ PORTS TO WITHIN 6" OF �- 00 rn BARRIER PER TITLE GRADE AS SHOWN (TYP) •� �C V REQUIREMENTS o/'ME ~ - ME BREAKOUT EL=7.96 6 LF 4` SCH 40 PVC m Z 8.25 tow \ \ 1 D-BOX m � BREAK OUT 0 O w r EL = 7.96 a 0 PUMP OUT EXISTIN j _ \•�1' 0 t \ t 1F PARCEL 102 a SYSTEM, FILL WITH 6 LF, 4' SCH 40 PVC N/F CLEAN SAND AND O C1 , (Dl 9 .6 l > SANDRA HOWARD o ABANDON IN PLACE). 7 �A S00 GAL z �� _ �_ � - b -SEPTIC-TANK z O _ \25 cD) �� LEACHING AREA REQUIREMENTS P-13 w SOL L008 DATE • 04/13/12 8F20P. INV.= _ 0 °° x �.t Of NITROGEN LOADING LIMITATION: NA BARNSTABLE W U r - �G ✓ 1.• a. s c - RESIDENTIAL N ) SOIL EVALUATO : BOARD OF HEALTH AGENT: w t o o c c �e r 4 BEDROOMS (EXISTING) R `� x \sEPri� ��o� 7"� A cl ' Q� s� SIEVE WILSON, P.E. o N / ,� al• �,� 4 PVC ,_o�os ,5 (D) �A x 110 GPDfBEDROOM DONALD DESMARAIS R.S. o `� ��• 5.t x 9 y �� io 0 2.oz c cLf J f�/ o� TOTAL DESIGN FLOW - 440 GPD TEST PIT 1 TEST PIT 2 TEST PIT 3 m N0 JURISDICT!ONA�� <<%tiv 9� �F GARBAGE GRINDER (NOT INCLUDED) = N/A _ - _ _ w Z c TE & To' \ o c 9.� `� �6.6 �� G.S.E. 7.9 G.S.E. 7.2 G.S.E. - 4.8 N STAL SANK L � 8. 9.3 10.7" ,- 1//�4 \ \99. (� / I- P y y,r/n•_, \ \ - A� ��iil�,A�' �� i ERC RATE = <5 MIN, f INCH (CLASS 1) Ap; IOYR 3/4 LOW SAND FILL PEASTONE dt AP; IOYR 3/3 LOAMY SAND91 � o \ r \ `so _ q V LIAR = 0.74 GPD/S.F. STONE DUST 8. r/ MIN, LEACHING AREA OF SAS. REQUIRED- C m 0 5ll � R Q to • �15 ` 9.0 / ',' v b\1 _ ' 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. B ; IOYR 5/4 ; LOAMY SAND B ; 1OYR 4/6 ; LOAMY SAND B ; IOYR 5/6 LOAMY SAND 9. / 8.8 8.9 / � Ll" c �1 ,� �° W COBBLES C30 (D) � \\� 8.3 /`� / z TR E E s �` s a. , �T` 0�-9 �-- �`� PROPOSED SYSTEM: 13 ELEV 6.8 16 ELEV 5.9) 18' � ��` � � a�8�� \ ��J � �� 6 - ADS BIODIFFUSER 16006E LEACHING CHAMBER UNITS • SHEET TITLE �' w R E FENCE / WITH 3.6' OF STONE ON SIDE, 1' OF STONE AT ENDS, 3.2` STONE BASE C 1 10YR 4/4 , SAND do C ; 10YR 6/4 ; SAND do C ; 10YR 4/6 ; MED. SAND ■ s CBE �" GRAVELs�. Septic System Plan and / t 1 ri M B E w C / �� \ F�\\ \ �� SIDEWALL AREA (43' + 10')2 x 1.6' DEPTH = 169.6 SF 66 COBBLES TO 10 \ 1 I I �'\\ s y AN BOTTOM 5 2 BOTTOM AREA: (43 x 101 = 430 SF ■ TOTAL EFFECTIVE LEACHING AREA = 599.6 SF C2 ; IOYR 5/1 ; MED. WD Profile ` \ y, .0 J 1 \ LAWN \ / / SYSTEM DESIGN CAPACITY - 599.6 SF x 0.74 GPD/SF 443.7 GPD ry `'_�! - r 90* 3 ) ` 5. ' T or x�•,•a I � �/ 8 .9/� SEPTIC TANK SIZING: =440 GPD x 200% = 880 GAL SHEET NO 5. K c� 5.7\v /.��/ OBSERVED GROUNDWATER OBSERVED GROUNDWATER OBSERVED GROUNDWATER Ln USE 1500 GALLON TANK MIN. ) (EL 1.7) O 40 (EL 1.5) O 78 EL 1.4 O 66 o TP 3 / `'�� RATE= <5 MIN/IN C2w0 MAP PARCEL 10� �� LAND COURT PLAN 33752,A `. r \� °s, �� 5.4 = 1` - DATE : 8 6 2012 r �'� � \/y wF/B-6 20 0 20 40 50.0 70 SO. PT. f �' o I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF • 5 ACRES / 4.tj� % �_ /� °oo ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED SCALE IN FEET CD, AREA TO VFAN !�'r ,WATER ,\ , Y �q0 'o TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 SCALE : 1"- 20' UPLAND AREA = 32,6^1 SO. FT f.\ w� A-a 4. \\ / o F x 4.1 I\\ �O /�_ WF/B-5 �o q� SIGNATURE DATE `< <`> c'•--iL_ DRAWN/DESIGN BY: SDM CHECKED BY: MWE 0 J O B N O: 2011-060 C A D D F I L E: 2011-060-PB.dwq ry 0