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HomeMy WebLinkAbout0861 SEA VIEW AVENUE - Health 861,Sea;.View,Avenue Oste-rville A 113 --001 u 1 S Q; , r F 4 j � o V I' a ^ k o O No. W Fee LA BOARD OF HEALTH of TOWN OF BARNSTABLE 0 � t application jfor Yell Cougtructiou Permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: A V��! L c tion--Add Assessors Map and Parcel D caner ` nn� `` //�� `. ` y� '7 ( Address S,neA%4n " FNPX,CA(jr. /i^I'1 l CR V 4z K1QA' \ ?s3�,( � Ci b yP1.J..�`�eV (3-Z. Installer-Drib �^ Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well =rr gy, kA" --VVL Capacity Purpose of We113yY Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of o li c by the Board of Health. 1 Signed Application Approved By j ' Date Application Disapproved for the following reasons: / Date Permit No. � 37iM2 Issued l Gt Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE t Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by ��c+�1r\ � nv v v^�c_ �Yl I4�� taller at 61 has been installed in accordance with the provisions of thef Barnst a oard o Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. i " Fee BOARD OF HEALTH ��o � TOWN- OF BARNSTABLE 06��pplitation f or-,yell Congtructton Permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: ��1 PCAit o�A� 1 �, / D L c lion-Address Assessors Map and Parcel /O wner Address "' �hn��v� ��nr.Y.�.--fie /t�11��r� no 4UQ.`` ��• ��`� 1Zb �VP��.�S"�PV �Z��! Installer-Drill r ' Address Type of Building Dwelling Other-Type of Building �'� No. of Persons Type of Well SrY.cam nv. y�` �V C Capacity' 20 C� M Purpose of Well- Yv c, ; Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Co plia ce-�as-beenissudd by the Board of Health. Signed Da@ 1 Application Approved By / ✓ Date Application Disapproved for the following reasons: Date / / F Permit No. 1 D ' Issued / Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by �nv" kr,t=\-C'Xl I �12W `All clas1-. �o �� Installer at 61 has been installed in accordance with the provisions of the To of Barnst b e oard of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. s Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Derr construction permit No. ' �O Fee Permission is hereby granted to t\( k Installer to Construct Alter( ), or Repair( an individual well at: No. / A I Ir, Street �7 03 as shown on the applica ion for a Well Construction Permit No. Dated Date Approved By 'fAJ b)20G Fee---No. --------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application- or; err Confitruction permit Applica ' n is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( an individual Well at: ocation — Address Assessors Map and Parcel a Lk _ -�1P- A) � _--------- Owner Address -------------- Installer Driller Address Type of Building Dwelling Other - Type of Building---___—_________ / No, of Persons-----0_ 0__—_—____._____ r Type of Well a Purpose of Well-- Agreement: The undersigned agrees to install the aforidescribei individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well ro ction Regulation - The undersigned further agrees not to place the well in operation until a C tificate. o liance has been issued by the Board of Healt . Signed --_------ -s_- - te Application Approved By �_. --_______ J 7 70 f�-_ e Application Disapproved the following reasons: __-- -______.—___________—_____—________ date _ Permit No. !Z�o-1 ---- Issued- /-7-,o��---------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (Of Compliance THIS IS TO CERTI , That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by -�--- -------_- ---- ----- - - -_ _—— - -------—-- at— = i_ v) VA) �i� Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Now Z!LZ-°° --Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUA E THAT THE WELL SYSTEM WILL �FUN TION SATISFACTORY. DATE 5-I Z�I Z __ Inspector -- —------ No. Z-—w 1 Fee- 5- ---------- BOARD OF HEALTH TOWN OF BARNSTABLE pplicationArVell ctCongtruct ion Permit Applic t' is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( l��individual Well at: �� 1 Location — Address Assessors Map and Parcel —Owner Address --- ---------------------- -_— _-_ ---- - Installer — Driller Address Type of Building_ Dwelling t Other - Type of Building—=--__—_________ No. of Persons--- Type of+Well [ I n -L—Q-,,) -- Pr p Capacity tJ —-- --_— Purpose of Well-- r 4 - ---— P Y-- — - Agreement: The undersigned agrees to install the aforedescribed,"Lividual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well 1'rotecti6n Regulation — The undersigned further agrees not to place the well in operation until a Certificate.o , pliant, has been issued by the Board of Healt . Signed d'te Application Approved BY date �- Application Disapproved 47rthe following reasons: ---- — --- --------^_—_------------------------date ---_. rPermit No. 7-0 i2 ©� ___ _— Issued ! ---- —------------- date r -------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance t r THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( }, or Repaired ( ) yb __�..e—��-���-gam-----•---------______—___—_..---------------------------------------•------------ Installer at—0/06- JL 14 J i ct-j has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No 41 7-017—0"1--Dated S1? �!'. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA EE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ZOt Z / - — - ---- Inspector ----�_=- - --- -----------• -----------------�---- __.__._ ---------------------- BOARD OF HEALTH TOWN OF ' BARNSTABLE Vell Con!9truct ion Permit Permission is hereby granted to Construct (,I�Alter ( ), or Repair ( ) an Individual Well at: No. _� Street as shown on the application for a Well Construction Permit No. ---------------------------- Board of Health DATE 2-4 Zc� 2__ r OVERLAY DISTRICT.• ,qen.rbtGa..Deus, FLOOD ZONE: o r w� e. /DWDt ODiHD ku - . Jy 2 iH.t DEVELOPED PMROF9EOF LOT MSYSTBu ZONE: rarroacue � m,a.� �.r. �fm.)�nrm sr(rsm) re LOCATION AMP: aA�7>..•� _ .p,c,e�"°'� ® - sm.,•.mac: sea W fa ASSESSORS REF.: �"�••�' r I r wo,a am t mom•` 1 d i i i 1 t is $ tp GROSS SECTM OF CHAABER ,e —nart>mH-._ I _-- . low i �� ,ffir,nts-n LEGEND: round DEVELOPED PROM E OFLUT279 SYSTEM , w�roz;cur: nrre SitB Plan ^cP11®H'' rarEPuaD r>R wrs Proposed Improvements &UrvaDPo fnc Caf!�UrV Andrew&Md*leFelRbeTg At ovwy W asss Ort.ifa ru azHa 2,IM�vma�LlvvMln.m mr� 861 Sea mew Ave - wt...,tc/aw/tr s .rn/n. Bamsiab/e,I--, Mass. wrE December 15,2011 ` 1'=30' �"°`PH ' •e.o� | � � � � PTIFICATE Pur�,tjatit. to the provisions of Nla,,-�Sachusetts General Laws Chapter 21G Section 210 Thomas 0 den #552 drill As Commissioner NOW 'ETTS WE � DETACH CERTIFICATE ABOVE ALONG PERFORATION COMMONWEALTH OFMASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION to CERT NO. EXPIRES CAREFULLY PUNCH OUT CARD ABOVE AND PLACE |N YOUR WALLET Massachusetts Department of Environmental Protection' Bureau of Resource Protection - Drinking Water Program UIC Registration Application for Closed- Loop Ground Source Heat Pump Well Registration Category Registration of Underground Discharges to Injection Well(s) ❑ Modification to an Existing UIC Registration ❑ UIC Registration Fee - Exempt For Modifications to an Existing UIC Registration Important: When filling out Check all that apply: El Change of owner ❑ Change in#of discharge wells forms on the computer,use Enter UIC Registration Number issued by MassDEP for the initial UIC only the tab key Registration(required for modifications): UIC Registration# to move your cursor-do not A. Site Information use the return L �{ key. �c P e name 6ent4* Private Resioegce"if unnamed) Property St Address City TO,N� SStta-tee I Zip Code B. O ner Information Name Own Street Address ,, Jt u-e 1/1/ Cityrrown State Zip Code . Telephone Number EnVI(optional) C. Registered Well Driller Well �nfl r's Name MassDEP Well Driller Certification Number Name of Company elephone Number D. I 'ection Well Information al aumber of Wells(existing plus proposed) Type of Discharge: ❑ Direct Exchange Heat Pump Closed Loop Heat Pump E. Prepared f �1J ut Printed Name fi—r—i Date r Telephone Number 4 PosdioNT Email( �na �Q Send a duplicate copy of this form to the local board of health. uicgshp.doc•06/2010 UIC Registration Application for Closed- Loop Ground Source Heat Pump Well•Page 1 of 1 .: -- -- ----- -- Fee --- BOARD OF HEALTH TOWN OF BARNSTABLE r i �� uat on-*rlVeri jP4hermit Application is hereby made for permit to destruct an Individual Well at: s Location — Address Assessors Map and Parcel Owner Address Installer — Driller Address r Type of Building Dwelling— -- —-- ——- —_- _------------ Other - Type of Building---------- -------------- No. of Persons-------- YP of We1 —_.__________ Type Agreement: The undersigned agrees to destruct the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protectio ation. Signed = -- - - — - - 9. __— � ��//f _-__ ate I Application Approved By - — -- / _--- —. date Application Disapproved for the following reasons: —__-------------------------_ date Permit No.--- — — Issued — date BOARD OF HEALTH TOWN OF BARNSTABLE Certlfitate Of Com- pliance THIS IS TO CERTIFY, That the Individual Well did b / l Y - Installer at . . . . .0 •&. . . . . a.. . . . . . . . . . . . . . . . . . . . . .1. has been dest ted in accordance with the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No.. . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _`x at. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... ... . . . . . . . . . has been destructed in accordance with the the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . ... .. .... .... .. ... . DATE-----------—- - - --- -- ____----- - - Inspector---------— — --—-----__ No.-;v- --r- Fee------` --------- 4 BOARD OF HEALTH r { TOWN OF BARNSTABLE �= pplitation W111116 Permit V ` Application is hereby made for a permit to destruct an Individual Well at: �} = �Q ation — Add?E " 7 — — Assessors Map and Parcel — ----------—------- ---—---------- --— — ---------------------— — — ------—— --— --_ Owner Address � ---' ! ---------------------------------- - --- staller — Driller Address Type of Building Dwelling---------------------------------------------------------------- Other - Type of Building --_ No. of Persons--------------------____________ Type of Well-::1-5k)f- -�-��''--r------------------------ Capacity------------------------------ Agreement: The undersigned agrees to destruct the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection egulation. Signe - r..+ C, /date Application Approved By--- - /a'Kam--��= � f f� - - - ------ Application Disapproved for the following reason'ns -------�—v --- --—date J /- � date Permit No.— -� -- Issued------------____-----date ----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of Comoliance- THIS IS TO CERTIFY, That the Individual Well Y destru�-ct�d -- �' Installer at . . . .�� .). .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . has been destrLe in accordance with the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. . . has been destructed in accordance with the the provisions of the Town of Barnstable Board of Health as described in the application for Well Destruction Permit No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE- ---- — --- --- - —--- --—__ - - Inspector--------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE !- Vell Be5truction Permit 6� N Fee---- Permission is hereby granted------ to destruct an Individual Well at No.-------- --- C - t, 7 Sftr'eet as shown on the application for a Well Destruction Permit I) - t��. � ---------------------- Dated-----------No.- � � v ' ---------- ---------------------- - ------- a� of Health DATE-------- ------------------------------------ �s' RE •_ 4 . Town of Barnstable Poo, dna Department of Regulatory Services Public Health Divisiolrl Hate sip 200 Main street:Hyannis MA 02601 Date Scheduled 1�(7V .l9 201 Time �0�lw( )free Pd.'.00� I Soil SuttdbifiO Assessmertt,�0 Sewage Disposal h C' wi fl�4-t1L:. messed By. 1�1. S a�Z,a►S Performed Ii��a��1 1�Q/l1 . : LOCATI . N. GENERAL:M0kb1tAT10N:. LocadonAddress Owhei'eNema/?��TJL-m Ch�i� �� r• 8�/ ✓�° ✓e V��et, Re� :rw�t-,Cie ,A � Address ) , . Assessor's Map/Patcei: ' /�� �I � Engineer's Naa,e.5.e�ll1'rt1'+� ��- ,�ii NEW CONSTRUCTION REPAIR Telephone#' .-a ��'1 I Lend Use {SDe✓rt�i et4 it Slopes("/o) ' Surface Stones i ..! `1. Distances Itom Open Water I ft Possible Wet Area N b .ft .Prinking-Water Well : ft Drainage Wayd ft Property Li t 0 ft Other 8 fl�a�zuG1L�-i: Line`�" - SKETCH; dituensWas of lot;!xact locations of Wholes&pate tests,ioca ii wetlands in proximity to holes) #001. $g 1.. k Parent inateriat.('' logic)f Z' j Depth to Groundwater Standing Water in 1101e: ' 1 V 0 WoePln6 from Pit Fac6 Estimated Seasonal Higti(Itoundwater' DATEMOAjDe TMethod Used: T'ov.» flysTr_ Depth Observed standing ih:obs hole: NlAin. th to soil mottles inin; undwater Ad ustment Depth to;weeping horn side blobs.hole N , . �.. Index Well#—�+ Reading Date:! �"'"' �nkiex Well levelActor Add.Groundwater Ley el_ :P CO .ATI(�N TES Observation ZaM 4OS 6G. Hole# Time at 9,. . Deplli of Peic : `. Time at 6;, Start Presoak Time ZJ CAA L� q C ® f ' End Pre-soak tS �n1 Rate Mur/Inch Addidonel Testing Needed(YIN) Sie Suitability Assbssment:, Slid Passed Site Fahcid { t?tiginai Pubic Health Division ! Observation Hole Data.O Be Cotnpleted on Back--- ---- If percolation test+s to b� thin,100' of wetland you must first notify the *** condu�ted w j r Y Barnstable Conservation m6lon at least dne(1)week prior to beginning. 0.ASEPTIC\PERCFORNLDOC ,I DEEP;OBSEIZVAZ`fO I Ot, 100 . Hale# Depth from Soil Hociion:° BOUT Soil Color Soil Other Surface.(in.) (USDA) (Mimsell) MotUing (Structure,Stokes,Boulders.. " CC?Aa2SGS,n,v,t�"�',.,n�c9 ( �w G., L,Ou..(1t1' ?.5 51 b rUl sl of C> i wt A-�5� L. S �-�� t c e�,v 0 �— c 4 S ✓U D Co lv�p0 -:5 Js 4Ao , J. a. DEEP1� +lip " 'IOlt* byre# Z. Depth from Soil Hon; Sb►�Texture Soil Color Soil Other Surface(in.) SDA) (Mansell) Mottling (Structure,,Stones,Boulders. Coasistency %Gravel) 1l. 6 u; V w►4%k 6z, ipEEP $ R A ON'�OI�L0(� dole Soil Horizdn Sbi1 Texture 3ll Color Soil Depth from 0 Other Surface(in.) (USIA) (Mansell).` Mottling (Structure;Stones,Boulders. 'ConsisicadV b/o Gravel) — %� n 4 i Ila �o2bC� D �' n» w` � Ig (;2uJ off,c ��-c`�f wssc uG a --8� LT\IIIII C Lo�J�S t-1 Q Q�.Cl .• �6 1 �o/ C� L cor, 4. V� `I`ION DOLE L� $ol�# R DEE I t�BSE . . Sod Horubu `. Soil'featrae Soil Color. I. SOU Other waver om de rs. fr oril Depth tLIS)jA) (Mansell) Mottling: (Stnucture;Stones,B Surface(in.) I : C ten °o L'2o.0 tzA V3,%i (Z S t_-r( o wu,�&uC, 2g- L-� Esc . i Flood Ins race hate Ma IL. i Above�l S0ear0 y fiobri lio�ln aryfo Yeslt ; i r. I Witliu�500 yest boundary. ; No I Yes i .. . wlthl 1100 year flood'ooUn�ary No: i De th of�Iat�rall O�cu11r IFeo Is Mate ial material exts�in all afeas observed throughout the Does at loast i+our feet of nafiVfallY bct; g pe ors , urea proposedlfor the soil abidiotls}�s etri? �ll bcc trig p rvious material? If Certification I : I roved b the I certify that un . ..(�1�. 9 � (dt te) have p se the 011 eyal at exatnination apt Y Department oEnviroumletl l� otectio tuid th t rile above analy is was performed by me constst�nt with the re g,bx I dxp� ends di scrilted i>Y 310 CiR 15 017 i q DateOV: ��0 f signature Q:ISRUCTERCFORM.DOC Town of Barnstable r# d Department of Regulatory Services f Public H,fti th Division: . Date ' 200 Main Street;Hyannis MA 02601 Date Scheduled20 I;�.. Tune (\ A` 1.. Fee Pd.- /0(�•l r I Soil Srt Mbil 0 Assessment for Sewage Disposal PerfonnedBy tit I.d L:: : )% (�/J� -l-iC(':witnessWBy: lam: ��ES M./4(CA1 S � ►► car) � e � LO,C TICjN' ( ENEIrAL`Il�T+'OR1VtATION Locatron Address Owher'tiNaMe/t7�y'K Address �- V/Pf e� 73'u e1' In µu n h r�ttwA� Assessor'sMap/Parcel: J W ; EngineeesNatr uJ)/`�fQ'f? 1?� 1C•. NEW CONSTRUCTION REPAIR Telephone a �,y� : �33 IY o�t0A-)Land use K-E5,I ct�'1?wc.G- Stones(%) l F' /: Surface Stones rr Distances ltom Open Water Body 2-�+.t! ft Possible Wet Area 01d ft :Drinking-Water We C ft Drainage Way kb It Property Line IOC ' ft Other. . ft - crv - SKETCH:(Stieet name,dimdnsioos of IKI bxact locations of test holes&perc'tem,locate wetlands in proxtmity to holes) F'P . ti i 113pU i • $g 1. I Patent tnetedal(geologte)��1 f Depth to itedrock i y Depth to Groundwater. Standing Water in Hole: weep flrom Pit Fa6e r`! Estima{ed Seasonal Hig1i tiroundwater . . L 2,:o y D�+`t'ER :AI�I't�l��' tt S�A501�AL DI(�H WATER�ABi_,E Method Used:To no o.fi'1�Ar�n�'sRti$c��e+a-V la:�dL�tne@ S Depth Observed standing in obs.holIe: 1 A in. Depth to soil mottles Depot to!weeping fMu stdd btobs,hole: f l��: /�l in: Orrrbbbundwaber Adjustment Index Well#�^ 'Readictg Date - �ubex Well level Adj. ctor Adj.Groundwater.Level P CO '1'ION Dnte.Il 118 .l l Time i(�r 1 Observation '�'^h 4i0,S.�G : Hole# ` Time at 9 Deo of Petc I I . start l're-soakTime® c End Pre-soak '(1k AJ l S Rate MkLftch ,'. rV; .:.tM t vV. l' Srte Suitability Asgessrnent Site t Site FaUd: Additio Passed nal Testing Needed(YIN) 1 Original: Public Health Division I Obs4mation Hole Data o.Ba Completed on Back------=-=-- ***If percolation test is to b�conducted within.100'of Wetland,you must first notify the' Barnstable Couservtlition Division at least 6ne(1)week prior to beginning. Q:VSEPTIC\PERCFORMDOC DEEP OBSEItVAl O HOt l I:OG )bole# Depth from Soil Hor6n Sod Texture. Soil Cotbr Sea Other. Surface(in.) (USDA) (Mansell) Mottling (Strucke,Stones,Boulders.' [L?A.O I Consisteucv %ofikyell b- oc,u ,c �z�� i sYf� zip_. sawts *. Ass vb . �6 br✓ I rficu�s%i c sw l.:otis , DEEP Cf "� , `' i 'fZO14il f,C� li ei # 2 Depth from • SOil lierumht., Sol Texture Soil Color Soil .Other Surface in.) SDA) (Munsell) Mottling (Structure,Stones,Boulders. ( Consistency %Gravel)___ q 10 A �2cs� tco�li2. 21Za6vo n,6t,�Gt� �O vAQ U,Api .t2 PEE P t]$ RV 'TIO0 :LO( dole.# Depth from . Soil I#orrndn. So Texture. 'Sell Color Soil Other Surface(in.) (USDA) (Munsell): ".Mottling (Structure,Stones,Boulders. ConsislencY °Ho Grevcil .. S ry ICOOZzl .� Aru4? �Ilirau�__p wL5A 64Zbw to&L �` `DE OBSERVONCROLE LOB $ol # Depth from Soil HeruAm . Sbill�xttue Soil Color. I. Soil Other Surface(in.) �iJSIjA) (Mansell). Mottling: : (Structures;Stones,Boulders. I .Canal tencV EL �O -to c i-exA xCtt ��u l tZ S r0 zoo*2 C-W cow y Flood insttra�ce:Itate Maas; ! h r ' Atio� 500 year f{orid�o�lnery Yes No Yes ! ' .. Wdhid 500 year boundary , Ye ! - — Vr itttin ll)0 year flvoci bobtn�,y:2�ii } . � - II De th of lvatrA' `Occul '�e�irio s Mate�lal terra)exis�in all areas observed throughout the n , Does at bast four feet bf;naa�l bcr; g periqus ma 1��r rues proposed for the loll stb,b i lofi s�s in? If .what is the depth df n tlY:bce ing pbrvious material? i Ceerttlicatiou I , �, Lcettify,that on f l��19. �I (date) have l sed the soil eYal atot exainination.a proved by the b arttnerit o E>vliotindeh 1)�roteptiti and th t the above analyis was performed by me consistent with therregtlit ' j. 'e.I 'x� 'erica d schbed iiy 310 ChR`13:017. :.. f Date (b Signature QASEP110PERCFORM.DOC" �toWN C?F BARNSTABLE LOCA'l'.ON 96/ SEWAGE # VILLAGE 4! 4S�M._ .... '1 t//Gc ASSESSOR'S MAP& LOT A-4 ©®/ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FAClLrrY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by _ _ �, 4 - c .� � J �' "' ±.,, �� �� i '1 I ,� a •� ':r �;4}. IA- TOWN OF BARNSTABLE LOCATION �'�i Ls s�9�a.z� �� SEWAGE# .461 Y:�"'7 VILLAGE ®�rL'1Z_VI LLg,- ASSESSOR'S MAP&PARCEL -11.3.001 c� INSTALLER'S NAME&PHONE NO. _Gq��r Cgovcm SEPTIC TANK CAPACITY _3cX06-49zo(: . /�<,L LEACHING FACILITY.(type) P TcGi-(- 1 A (size) znnpc NO.OF BEDROOMS 4 (- Cjw�J� OWNER �iZ(KDLA46 PERMIT DATE: 1.;� -LJ- I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 16-4- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Ar- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Az� - Feet FURNISHED BY `7 3.3 C.-I. . THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / �C(�'J LI DATA oo y LOW , No. d� j' q Z �=� 1 y ".. T j, Fee THE M9N1WEAIRTH OF,MASSACHUSE>TTS Entered in computer: i PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Qpplication for 3Dis osaI stern Construction i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) 4Complete System ❑Individual Components Location Address or Lot No. 66 tA,-4%G.A.Q A,-1 Owner's Name,Address,and Tel.No. .T c­>a,9-,q6 G/o 0-,—we c 1 wG OA"ke_CV,&V�7Toi?OeL_Ze, 1EVj-C_oS "(.C-EL Assessor's Map/Parcel '.� O� w�ee I taller's Name,Address,and Yel.No. Designer's N e,Address,and Tel.No. ISM AZT---S34 Type of Building: p Dwelling No.of Bedrooms .7 Lot Size 1051 ?SLC) sq.ft. Garbage Grinder(�) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided gpd Plan Date Tra,1�5, Number of sheets Revision Date m ►O A�, Sh Title M �.� Zw— T &,e6SG,> d1A PZOV b:Mt is T"S k I SEA Y i E; 1 W /�-I6 (�S k Ltr_ Size of Septic Tank Type of S.A.S. 1 yJ O l 2-1&' Y, r 7 .i t ►�S Description of Soil D-3 o � '2-l` P ZZ 312ownJ (Z�C Co PaZS C&4,�D T"-U " ► . `7-S Y F: Sl(o 5�N 6V. Cot�25� W Se Wt 6, SILT `I"— 2f," QD2 ' 1010 Y EttOVJ\tkA(¢eO AJ61 L►mot SAMO 2C- �Zb �• Nature of Repairs or Alterations(Answer when applicable) G — to,44 ce/A LyGw` ow Co Pa,-r_- 5,10-A`n Plop �Q4 o\wFVi aZ_ fUCC 1�.1 5-2�7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and 'ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviroo ent ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healtlf e Date '�fe2- e. Application Approved by Date Application Disapproved b Date for the following reasons Permit No. d-0 1 f--V 7 Date Issued 2 J --------------------------------------------------------------------------------------------------------------------------------------- No. 1 ... ,.Fee '1 TH` NWEAT O 'MASSACHUS.EUTTS Entered in computer: �. * ' Yes PUBLIC HEALTH DIVISION -TOWN "OF BARNSTABL MASSACHUSETTS 1 2polication for i!*saf CDTCBtrUctloll PrI1�It j Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) 4C.opplete System ❑Individual Components Location Address or Lot No. C,.!A"t Owner's Name,Address,and Tel.No. A a .v:s c,Z U C/o CX \ ��\LGC ��l<I�tteL-LkG(� TC>a�a1Ex?_�2, L SJvJtLS /�+rU6Ct�- Assessor's.Map/Parcel 11,E pp P c.ti�ez Oo ac E rr a i`A v2�99 • Installef's Name Address,and fel.No. Designer's N e,Address,and Tel.No. AZ56 �._TQ1',A t+ ..oat. S'�` 77 4 53q t�E; aa. sJfJv ST`1� /y SULL%v14v C- .s r.1rv,C• "1 l� tZK <ZlCs7�5i�2 Type of Building: Dwelling No.of Bedrooms Lot Size �b5 �� sq.ft. Garbage Grinder(K) ' '. Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min:required) ✓�U gpd Design flow provided .. .. 120(o gpd Plan Date 1 S, Number of sheets .. 1. Revision Date N ►.i�i/+� Title,5 m;1,r.t CLQ eOS6,> v\A�ZO�1 Evil 6(,1 t`J A T �i SE4 1c,EW Size of Septic Tank V € T ape of S A S ,'1 ,v.1G7 12-o®'° 1C i Description of Soil 0-3�.C� �`t 2 5(?, ���c'���C 5 �-7 /� l C.) +Z 2(�, -&42,uywnj CvA1ZSE 4 ,D T'-37 " 3, -71J'f S��U S �LfltU6 C_op zr c, StN,_ 1, W Sowt G Ji t_T 1�7 '- 2L-i' �J2 10Y 2�SV(p V e L.L c;y r\ IS12C .cJ J 1 G-1'4 Sri 14�d 06"- M2 Nature of Repairs or Alterations(Answer when applicable)`', cs2p��e�`e�raee �21LC.CGtU1�1Z\ Date last inspected: ' Agreement: . The undersigned agrees to ensure the construction and a ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm nt ode and'not to place the system in'operation until a Certificate of B Compliance has been issued by this Board of Hea h/ 1 fi r " e - . �•„- Date Application Approved by 1 Date Application Disapproved b Date for the following reasons . r Permit No. d-d t I-�2 7 Date Issued --------------------------------_--- ------ ----------- ----- - ----------- ---- -- ---------------------------------- THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ' ) Abandoned( )by at e, �L j Cr•��J`?Ay C 1 ZVt Lt has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2011-y-7 7 dated 12U-11 Installer Designer #bedrooms Approved design flow U gpd The issuance of this permit shall t be c nstrued as a guarantee that the system will ,nctio es'g efl. Date y Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No. y I'"W�-� -- - _ _ - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal &pstem Construction flPrmit Permission is hereby granted to Construct�(K Repair{ ) / Upgrade( ) Abandon( ) System located at er, E-,-J/���(i-' j and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Consfructiod must be completed within three years of the date of this permit. r Date 12 Approved by �� APR-11-2013 07:14 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 04/10/2013 17:32 5084269617 SULLIVAN ENG INC PAW 01 'own of Barnstable g Regulatory Services cr— ib®mas F.Gwdw.mow Pub&Health Dividam Thomas McXame DhWW 200 Mato Stnot;Wa dh MA D2601 MR=508-8624644 FCC 3MI90.6304 Form ._. . • - .. - D�'q 1 s�",.,9ewa�e Pamitlif �41 � ! As4epor'�MApiP�u+ai 1 ti" ..,� .• .. .._ �i+.:►v +►i 1Mmm InW ebSr6LaTn Com*luumo" data ma LJ-s sep'� at &r.1 e& r-L ieri►i ;Ya __ bmd on a damip dmw by +(address) e�S'l��,%W-k deed 11811 07/Z7/k 7. To 1 w 44*09 ' I eatify that the septic s9em mffi cad abovoa was' d Baba ndgu r =or&*to the&= wbich may m&%& approved dwam such 0 Waal r&m don of the diatrlbty "boa w&or sepuc'q & I=Wy that&9®optic system mfirmced above wus indmHad with=m*dMew • (i.e.X=w tb m to'hmW f4aemfiou of the SAS or my veld rd000iom of aey componem af the sy )but im accm* a with%de dt Local Ptan rovbdon or dw a esi r to Maw. . 1 e ( eell$ ) PFM g.tuu*Ow 1A nin tPAO 0 AL (DemgWs SWnaum) (AMEDame's stamp Hwa) 1r CoDnumcz WILL pt1T'1Z ERFUM till'M MM TM TOFM AXb ABMUMT CAWA 9 RZCUM DV TM PUBLIC RRALT11 DIMON THANK YOU. t�ee111�!$ olDlri�Caddcm im Pma 34AAW Aaa TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION OWNER AND �I NSTALLER `INFORMATION RA- '�o, D ' ADDRESS: (-"I,k, MAP NO. :t PARCEL NO.nn I t - OWNER NAME: tr re =x VILLAGE: T : `^« { t INSTALLATION DATE: BY: _4 ADDRESS: _ -CERT' NO: E> 1 =_ TANK INFORMATION- LOCATION OF TANK: Ir CAPACITY / TYPE-w .. AGE FUEb-PCHEM I CAL . _ - Y r TESTING CERTIFICATION E . ] 'PASS--,T- tl—FAIL DATE LEAK DETECTION C ]y CHECK IF N/A T P/BRAND-- ZONE OF CONTRIBUTION C ] YES ] NO DATE TO` ,BE REMOVED �� FIRE DEPT. PERMIT ISSUED C ] YES C "] NO DATE CONSERVATION -C CHECK I F.-N/.A DATE BOARD OF HEALTH TAG NO. C ]C ]C ]C ] DATEf PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD � ,�` � 7���� �-" (� rp.ae� �8'�tr�' �� � SGI1- THE FOLLOWING IS,/ARE THE BEST IMAGES FROM POOR ', ' ' " QUALITY ORIGINALS) I M »- E DATA Fee No.l/- I / O THE COMMONWEALTH OF MASSACHUSETTS (Entered in computer: Yet/ LIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS gplitatlon for disposal *pstem Construction Vermit i 1`�JApplication for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components V J'Pcr� eu.r T rC Locatio Address or Lot No.�(o/�2.0 V/CW/9 �e - Owner's Name,Address,and Tel.No. �k !i Os�{, v")1 e -- �T a 7f C h r "s p�tn�r> 7"r . 0/d E Zz 17 Assessor's Map/Parcel �/� Ma ed OQ/ C7STDYI /t1�• Vol 9 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. S 0f.A).jif'33 y¢ S•u-i 1 i vQ.�Y, �h5�'n eP I"J'��2�1 c. Type of Building: �7 S Dwelling No.of Bedrooms / Lot Size �3 �G' l sq.ft. Garbage Grinder(�) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7�a gpd Design flow provided W7 gpd Plan Date ,Def_,eY nb r /5 a0/1 Number of sheets / Revision Date Title Si°/C P/ate ro /��CnL YmroyeyyleJli f / /�� � Size of Septic Tank a`��0o Q�/ox Ll6� r�pe of S.A.S. ��QCI7� (y�n26QS /D Description of SoilTtsf -k- /— ti 0 / d,51 er da 16 Y cayu_ end 1-17f 5/ If ',e'er� W A. ,dui zJ /o h.�- e ,brc�+�n C�rxtr3e ! no ,91ou u' ¢f er�rvicerrle re�- 1 Na re o epairs or Alterations swer whe ppl,cab e) ' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ned Date Application Approved by Date 31 t 1 -2 o tZ Application Disapproved `t. Date for the following re „ +ter N, ✓y, d ,a 1 *, 3 J Permit No f F 4 gP ! r i ..k SSACHUSETTS a# �.h ,' y ilk C i HUSETT µ r�•£ a�� �� ,5,r � Z� of y Hance THIS IS T ,l 1 ;f _,t `� cted( ) Repaired( ) Upgraded44 ( ) Abandoned( )by a w' strutted in accordance at ` � with theprovisionso z ' !�UiL'-• Dy°I dated ° Installer #bedrooms / - it sign flow q r7 a gpd Y y _ The issuance of this p ill function as designed. Date Inspector ------------------------------------------------------- ---------- ZOIZ- 0-19 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal 6pstem Construttion Vermit Permission is hereby granted to Construct(h Repair( ) Upgrade ,,( ) / Abandon( ) System located at �{ 0 / � yr cto 1Y` 6S -r'Y) and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 3 r t Z o 12.. Approved by �-v No. :iu 11 - I Z Z - ' Fee THE COMMONWEAL T MASSACHUSETTS Entered in computer: U IC TH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es Yicaxion for Misposal ,pstetn (Construction Permit 'Appli n or a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. \ S EA,-4%Gvtd K,4 , Owners Name,Address,and Tel.No. 0-,-,iee�4 EGG ynv���C���S,a�.:�s�Ze, lEv"., os IQ.r�6��� Assessor's Map/Parcel 1\ C* A c w,ez a I taller's Name,Address,and fel.No. Designer's N e,Address,and Tel.No. Type of Building: V Dwelling No.of Bedrooms Lot Size 10'51 OZO sq.ft. Garbage Grinder(K) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) C-]*f-)Q gpd Design flow provided �8, G gpd ^ Plan Date ca,1 Zo\\ Number of sheets Revision Date KI O►.t�, Title q 2WQOSc�� [A oeZ\1 EaV1�(,150-RT'S k—k c�co 1 SEA Y 1 GuJ KV6 Size of Septic Tank Type of S.A.S. I yi O 1 Z-l O'' 1GtJ Description of Soil Q^3 (D $`((2 S(2, ©2-G A"\C 5 3'^-7" (010- 1 NL< "U owns IAResiJ Sa,o-D 7"-�7 " F2, -7 JY0, S/(0 :t->-m- N6 0,�2- W SoW,r StLT ?''-- ?ram" F2 LOY2 sl(0 VELLUVJ\SkA&0,10,51c►y SAMI:) Nature of Repairs or Alterations(Answer when applicable) P- c� LSGtt-,<J>aD u coPa15Z si.`2'n P L'p (S"u'Lo Vv Date last inspected: Agreement: The undersigned agrees to ensure the construction and 'ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro t ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal h e Date Application Approved by Date 2 /— // Application Disapproved b Date for the following reasons Permit No. d--0 j j- 2 7 Date Issued 2 ----------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by ,fj s at 151= &V C- S -has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.20 I J 7 dated//� Installer Designer #bedrooms Approved design flow y gpd The issuance of this permit shall not be construed as a.guarantee that the system will function as designed. Date Inspector -------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction permit Permission is hereby granted to Construct(K Repair( ) Upgrade( ) Abandon( ) System located at �'C�( �F i Cv l(/��( l_.f� l'i�i��1 L,L G s. 0 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with sM E Title 5 and the following local provisions or special conditions. Provided:Const1ru ctio must be completed within three years of the date of this permit. ' Date 2 Approved by S �pTHE T� Town of Barnstable Barnstable Regulatory Services Department A!-meicac j IIARN%rasLE, ib Public Health Division 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 # 7011 0470 0001 4525 7642 September 12, 2011 . Dr Richard McDermott Sea-View Avenue Trust i' 111 Huntington Avenue Boston, MA 02199 f' RE: Carriage House ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 861 Sea View Avenue, Osterville, MA was last inspected on 7/01/2011,by Richard Capen, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Conditionally Passes" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • The sewer line from the house to the cesspool is obstructed. You are ordered to repair or replace the septic system within sixty (60) days from the . date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH o RascKean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures\TEMPLATEI.doc r . /izx� 4� �4 47 ' Commonwealth of Massachusetts W Title 5 Official Inspection Form / Subsurface Sewage Disposal,System Form Not for Voluntary Assessments 861 Seaview Avenue Carria e Houses4 Property Address \ U- �� Dr. Richard McDermott "n 1p r Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 /?i every 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 A. General Information forms to the ( I computer, use 1. Inspector: li.tn� only the tab key to move your Richard M. Capen cursor-do not Name of Inspector use the return key. Capewide Enterprises LLC Company Name r� 153 Commercial Street Company Address Mashpee MA 02649 �nen Cityrrown State Zip Code 508-477-88777 S113385 Telephone Number License Number B. Certification r w Cl I certify that I have personally inspected the sewage disposal system at this addres i6 that the, , information reported.below is true, accurate and complete as of the time of the inspection. The i�i-spectia was performed based on my training and experience in the proper function and maintenance of orb site:= sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.346of 4 Title &(310 CMR 15.000).The system: ? ❑ Passes ® Conditionally Passes ❑ Fails ah ❑ Needs Further Evaluation by the Local Approving Authority 7/1/2011 Inspect is gnature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Dispos System•Page 1 0 17 i� commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 861 Seaview Avenue Carriage House Property Address Dr. Richard.McDermott. Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 r G Commonwealth of Massachusetts w W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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 sewer line from the house to the cesspool is obstructed. ❑ 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 i f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 0. .. _ + Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M ,•'' 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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. t5ins•09/08 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 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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): 3 Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 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: Sump pump? ❑ Yes ® No Last date of occupancy: unknownDate 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •''v 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osteryille Ma. 02655 7/01/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 2010 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? Reason for pumping: 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•09/08 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 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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: unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 2' Depth below grade: feet Material of construction: ® cast iron . ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: na feet Comments (on condition of joints, venting, evidence of leakage, etc.): No signs of Leakage Septic Tank (locate on site plan): Depth below grade: 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: Sludge depth: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owners Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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 Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): pumping is reccomended at a minimum of every 3 years 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 t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osteryille Ma. 02655 7/01/2011 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-09/08 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 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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 NA 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.): 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Cisterville Ma. 02655 7/01/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 1 ❑ 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.): Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2 Depth—top of liquid to inlet invert 20" Depth of solids layer 2 Depth of scum layer 0 Dimensions of cesspool 6x8 Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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.): Overflow cesspool shows no signs of past hydraulic overloading. 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 I ' Commonwealth of Massachusetts - Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osteryllle Ma. 02655 7/01/2011 every page. City/Town 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 44 —77 Q I I t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 L J ' Commonwealth of Massachusetts Title 5 Official Inspection Form _ a Subsurface Sewage Disposal System Form • Not for Voluntary Assessments �M 861 Seaview Avenue Carriage House Property Address Dr. Richard McDermott Owner Owners Name information is required for Osteryille Ma. 02655 7/01/2011 every page. Cityrrown 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: GroundwateVelevation was not determined. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 I r Commonwealth of Massachusetts • W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Carriage House M Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 f Town of Barnstable Barnstable T_ H�Py°F�HF Regulatory Services Department aicaC j + II ZMASSS. 0: Public Health Division � MASS. m `BATED M9r�a`� 200 Main Street, Hyannis MA 02601 2007 +R Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7006 0810 0000 3525 5651 July 27, 2011 Dr Richard McDermott 861 Seaview Avenue Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at, 861.Seaview Avenue, Osterville, MA. was last inspected on 7/01/2011 by Richard M. Capen, certified septic inspector for the State of Massachusetts. According to the private septic system inspector, the system "Fails" due to the following: • Overflow cesspool showed signs of hydraulic failure-stain line over invert. You are ordered to repair or replace the septic system within sixty (60).days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period may result in future'i ''';::` enforcement action PER ORDER OF THE BOARD OF HEALTH r. 8 40mas cKean, R.S.,CHO 3 ' Agent of the Board of Health ;x ° Ht j R' Documentl Commonwealth of Massachusetts W Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue;�--- Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every 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 A. General Information When forms on the computer, use 1. Inspector: only the tab key to move your Richard M. Capen cursor-do not Name of Inspector use the return key. Capewide Enterprises LLC Company Name 153 Commercial Street Company Address Mashpee MA 02649 City/Town State Zip Code 508-477-88777 S113385 Telephone Number License Number B. Certification ,J I 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 fin'spection. The insction was performed based on my training and experience in the proper function and=maintenance of oriKite sewage disposal systems. I am a DEP approved system inspector pursuant�,to Section f15.34r- Title 5 (310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority M Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. 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. Lk I t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage i posal System•Page 1 of 17 i Commonwealth of Massachusetts w . Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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 completbon 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •'" 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owners Name information is required for Osterville Ma. 02655 7/01/2011 every page. Citylrown 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °, ,•'" 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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 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 1/day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ay'°p 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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): 7 Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 770 t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 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: Sump pump? ❑ Yes ® No Last date of occupancy: 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 <k3»+ I Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 2010 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? Reason for pumping: 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 1 Commonwealth of Massachusetts u W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osteryille Ma. 02655 7/01/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 2' Depth below grade: feet Material of construction: ® cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: na feet Comments (on condition of joints, venting, evidence of leakage, etc.): No signs of Leakage Septic Tank(locate on site plan): Depth below grade: 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: Sludge depth: t5ins.09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 � y f Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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 Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): pumping is reccomended at a minimum of every 3 years 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 t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 ` Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �,M ,•y'' 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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 NA 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.): 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-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 4 _ / 1f Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,•'' 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osteryille Ma. 02655 7/01/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 1 ❑ 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.): Overflow cesspool showed signs of hydraulic failure-stain line over invert Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2 Depth—top of liquid to inlet invert 20" Depth of solids layer 2 � Depth of scum layer 0 Dimensions of cesspool 6x8 Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts wtt Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M s•'°� 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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•09/08 Title 5 Official,lnspection Form:Subsurface Sewage Disposal System•Page 14 of 17 • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM ,•'°~ 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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 14 Jt^ P a�...-......,.._.,_.�i—,.,...._..-,_.._.._r..—...._,...------..... �f 1 I .. ..______. t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. Cityrrown 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 --------------- ° Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •''r 861 Seaview Avenue Property Address Dr. Richard McDermott Owner Owner's Name information is required for Osterville Ma. 02655 7/01/2011 every page. City/Town 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 i t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 -� 1 NEW Will GUEST HOUSE, NEW GUEST HOUSE 867 SEA VIEW AVENUE ' OSTERVILLE,MA, AT 867 SEA VIEW AVE., { . ... GENERAL NOTES: . OSTERVI LLE, MA thed nade,e��= tl er or designsP indicated thereon o represented thereby owned by and remain the Property of h Dorevc. 1. t + N 111,ad tf,Arch tact L P.r • - No pert[hereof shall b r �•�. - ut Imz or th any person, {+1 hr .I-ceon for any .if i.except with - - spec f c written - permission off the firm Oo—e Nicholaeff Arny cherrors r d n • .� .. A � screpancles on the �{"'.•I drawings,shop drawings _ and details are to be brought to the attention of the architect before EEM _ - t h e r k h a - c o m m e n c e de re Dimensions e e to be etl and are e,to be sce led. 612 Main Street ' - Oatarnlle,MA 02555 T 508 420 5298 F BOB 420 2240 nicholaefLoom 867 Sea View Avenue-Guest house floor areas ToblFloorarea NICHOLAEFF .. .., - ARCHITECTURE+DESIGN basement-heated- ISSUED FOR PERMIT 17� MARCH 291 20 2 fimlfloor-heated Isis ISSUED FOR PERMIT -. _ fimtfloorgarage - -560 r13rt''F+ri0n1,2 second floor.heated - m26 'S/"\��i-•- / Tatal Floprarea-heated space - 5714 `O� >!'� o n N0.6622 -;' ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST BOSTON, j,}— q NEW aYMmLz�aedeeemem.mamm: wr.� PNr lea OWNER Tl.o TITLES3>gr ARCIEITEM]UI,DRAR•Rv6 TtiIA .vy. nmme( PYo dvPemm ( II—_ COLUMN GRID Alb BASEMENT FLOORP7AN GUEST HOUSE a�v ame mI I' — — I cau trine m a MR.AND MRS.FEINBERG All FIRT FIAOR PLAN e b r iue rmemmma pat. al v%+ T 861 SEA VIEW AVE. A13 SBCOND FIAOR PfAN /''•�/ - 867 SEA VIEW AVENUE cP "° vuM �am^mmam "e a c OSTERVILLE.MA - . n9eBEMAnas: cu w.vEupor.>P.nu. DETAILS A13 ROOF PLAN b OSTERVILLE,MA _ ,,,, F° mm„�,,e"" °L m °"sin'• -BUILDER All EIEVATfONS PROJECT NUMBE �G mer.�v PLwn P ° (abnr+orvv,�e o..vl AL2 EiE1ATICS wI'I�II YYYYY S EOGEHILL CONSTRUCTION CORPORATION ell I mmrrnro� or v ^r IVV�IV ��W 4j Rmwtr>x;E 471 HUNNEWELL STREET d2 A'_3 ELEVATIONS mm� PUR ,.,.m IV 'm m SECTION A3.1 BUIIDD:GSECDOAS DRAWN BY:ON,AH,OJO m R6 e+mw NEEDHAM,MA 02-10 A33 BummoSECCIONS - ^ R� mmemm. DA OFFICE:(781)292-1075 - vv,o, ndxn,po onw o nue (� ^a A33 BI.MMOSECDONS AB L �Oe . c SITE/CIVIL' A34 B11II➢AG SEC10M SCALE:AS NOTED umea arm^ ®� _ !!�� SULLNAN ENGINEERING INC. A4.1 DETAILS ' RH WALL TYPES 7 PARKER ROAD A42 DLTAD-9 /�h /� art ae—neon n ems - - ROrc ,'�mero n (,�p�— P.O.BOX 659 A43 DEIA1IS ORIGINAL DATE:MARCH 29 2012 NICI IOICAe a °emll OSTERVILLE.MA 02655 A4A DEfAI1S mmemti'N"� MD a dro Rnn meW apereq - - TEL.(508)4283344 Ad.b DECAms ® n colacRElE aatx Sp, DOOR NUMBER PET ERCdlSULLNANENGN.COM A43 DECADS Architecture + Design Na nam aM Dawwme Adb DEL4HS a nc ae m�m STRUCTURAL ENGINEER A47 DECAILS vcnxm(m PHI BROOK ENGINEERING& cAa ml iD Imca aamem. sc s'mi.E WINDOW TYPE AJ.B DBrAfLS STRLLIL'ItA1.DRAWDSG9 d �N�r I^mnw(dl fW ss mil moms O.—w—T— CONSTRUCTION -. imw sem $1nR emel L.— 107 EACH STREET SIA F04NDATIDNPIAN 812 Main Street "" s+sv e�mP+viced i Le1a'mm 51.1 FIRSTFLOORFRAMINGFIAN -vw^v 'cEIUN0 HEIGHTS DENNIS,MA 0263E SL1B FIRSCFLOORSHEARWAILPIAN vemmceb .rt lea srM rmmeaY6m0 anm° OSterville, MA 02655 LANDSCAPE ARCHITECT sl_ SECOND FLOOR FRAMING T 508 420 5298 ;:.sae s v a F"snEowoo° NOTATIONS DANA SCHOCK AND ASSOCIATES S12B SgnND FLOOR SHEARWAILI3AN caL Lrx ^ . 'Nar lvmy L�'LLLd 329A BOSTON POST ROAD 813 ROOFFRAMINGPLAN F 508 420 2240 � m�� '� �y I a m, N. ppUp„wpOD � SUDBURY.MA 01776 6�41 F7Ur MTION'DETADS tS.a1 m mnawryaa T IqN mp W mom Di^enmml l+mmer0* OEfAIL AREA (978)443-9035 ' nicholaeff.com `cwONST °"°° icc I a�Pe sae'41 INTERIOR DESIGNER 6+3 FaTmnTtcwDEDlns _ ' Eruegedpem°Aiu TITLE: c°JiRpN iYP`nO "°ova m oauam M,m� COVER SHEET.- - cras av�ve rMaws - uo,e •.em wrosnwa,on JOHN POMPEII uc L POMPEII DESIGN GROUP o@ m °4 Mom EQUIPMEQUIPMENT 15 SAVOY STREET,SUITE 308 Mm _cwa d'aeo,.l — sine BOSTON,MA 02118 eae D°wma w�•w a�svmosmm PHONE:617-792-7463 oN da mina M6e' mlmm°eeeou - v� v.M wmPovlum ue CC—=C wAU TO REI.IpJE" NORTH AfSiOw JOHNPlrLPOMPEIIDESIGNGROUP.COM - a Cmrvip - NMiI�D mo�mi(ap wrINh MM - --M6e TO REI.fO`-4: Nanm lR^pelRMemexn) _ - . Dw dmmem,e, .,ml H-'j--I Pmn na+m=11 LvrpaSmm - .W e�,mmf m,yma. r11& nml main �^'da' Srrm°Smm REVISIONS _ _ Til 0 . a.. .. l ercbeum OPO apanvp ly wo 11eMm - l OTPSUM BOPBD / —Re bim,lmum . Epp a OD . 00 coin;e d'amamr - . - :. E%P e>� dwdmed ALUMIMIM . f # NEW GUEST HOUSE y11 �867 SEA VIEW AVENUE _ f OSTERVILLE,MA �u a 2 ` 2 v.o • - N� tJ2 N2 GENERAL NOTES: -—-- - 0 o b o 0 o The drawing and all of theseas.a and plan. .ant , . .. chicane and dicated t o,or presented hereby are e - - - I - d by and remain is `. \ ' Property Dorav Ni I N cholae Architect itect nc. (! o pan thereof hall Nt zed by any pens n, W - - firm or corporation for - - _ - any purpose:except with / - spec I f I c wr 1 tten1Z� _ perm iseion of iha firm � Dore—\ Nicholaeff Architect, Inc. Any errors discrepancies on the \\� J drawings,shops tleaw n9e tl tlett It to be Y.. or the a on em`b'efore — — - — L —. � c o R,m erg c e a wo tl 3 Dimensions are to be sed and no ings ` 02 are scale a to be led. t 1 • UNFNISHED BASEMENT • s 812 Main Street Ostemlle,MA 02655 003 < T 508 420 5298 <� ME-H - Fc054202240 y` .. - / ni holaeff.com NICHOLAEFF ARCHITECTURE+DESIGN 9' YES E I ISSUED FOR PERMIT D \ 3/29/2012 O �T- -- D — \ O 6622, ' t eo_•, pC Z Au' O MA �= P El O 005 \ - SD. TAR PROJECT NUEri��'�°'�N., h DRAWN BY:ON,AH,OJO SCALE:AS NOTED 1 — — _ ORIGINAL DATE:MARCH 29,2012 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES - - IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR - •• &WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE - 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, _ CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT UNE,UNLESS INDICATED OTHERWISE. q 3.ALL EXTERIOR WALLS SHALL BE 2X6 FRAMING,UNLESS NOTED OTHERWISE TILE: BASEMENT FLOOR PLAN 4.ALL INTERIOR LASS SOU N SHALL BE FULLY INSULATED W/3 Xz` UNPAGED FIBERGLASS SOU � � - GENERAL NOTES C HARD-WIRED PHOTOELECTRIC SMOKE SD. DETECTOR WITH BATTERY BACKUP _ - 9 HARD WIRED WALL MOUNT CARBON MONOXIDE C.O. DETECTOR - HARD-WIRED FIXED TEMPERATURE HEAT - - - - - DETECTORBACKUP - .ET WITH BATTERY .. H D. ALL DEVICES R BE WIRED INTO INTEGRATED ❑ BUILDING ALARM SYSTEM ' A2 FIRE PROTECTION BASEMENT FLOOR PLAN SCALE:1/4'=1' y NEW GUEST HOUSE 2 - C 867.SEA VIEW AVENUE ' OSTERVILLE,MA m.z m.z B'-1o55/ o 6'-'lo%e 01 5'1 8 z /.\ / / -- -- -- --- . -- 7 ----------- - ' / ----- - ------- -- FAI ------ --- - ---------= 39'-3/9 - I . -- - A GENERAL NOTES: I I - m The drawing ng nandge all of the COVERED PORCH - _ i i +r designsaand planne indicated thereon o y reprr,sented they by a,n owned by and i the Property of Dore— ' N chol,,fl Arch tect inc. / B / BEDROOM / H " ® No part thereof shall be . zed by any person, - 1 firm or noose: oration for / I I any purpose.except with qq I spec I rip wr'tten -��� C.rev N cfholaeff -� Architect Inc Any error or 'Q:6�• - 34'-6' d screpencies on the \� J / - 9 drawings,shop drawings - ® I /*3% and details are to be brought to the attention LrMG ZOOM I of the arch tact before _ .. j BATH / c CLO t h e m ern c a d e ,\} 17a� i cP at T Dimena one are to be sad and no drawings ,{ I are to be aceled. 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES - \~ D' \ - 109 I IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 106 KITCHEN/D WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR CLO' - &WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 3` - - �� •, _ 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, I I •- I CENTER-UNE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS INOICATEDOTHERWISE. / 151• I I O I 812 Man Street 3.ALL WALLS SHALL BE 2X6 FRAMING,UNLESS NOTED OTHERWISE Y7< - I Ostennlle,MA 02855 '1 4.ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED W/3r' - 3-/1 , ` YYB• _ I T 508 420 5298 - UNPAGED FIBERGLASS SOUND INSULATON 7'-O%' %-5 1 - 71'6• 5'-8 4' 16'-9%q I F 508 420 2240 , - nicholaeff.com- GENERAL NOTES m — f s A CH ARCHITECTURE m e• LOPEn I a; — and i ARCHITECTURE+DESIGN e TO _ ------ `--- I Q HARD-WIRED PHOTOELECTRIC11 SMOKE O ADOVJ - - I ISSUED FOR PERMIT SO. DETECTOR WITH BATTERY BACKUP v I - y HARD WIRED WALL MOUNT CARBON MONOXIDE - —— — - 3 1 2 e. DETECTOR I _O HARD-WIRED FIXED TEMPERATURE HEAT • .( 0• DETECTOR WITH BATTERY BACKUP - _---- ` - I— OVE�FOKCH ENTRY -- — — POWDE1I �T.� �^CALLDEVICES TO BE WIRED INTO INTEGRATED - i �`�' `C I — — —————— D : 0 , BUILDING ALARM SYSTEM I — — — \ __ __ ___ __________ _ T 1 �C Jt✓ /v ° _-- a '�FIRE PROTECTION NO.66 - 22.� 6 �2 M OM � STAR 60 DOOR SCHEDULE MAT` DFIREOOR - - - - -- F S DOOR a ROOM WD SIZE HGT SWING DIRECTION RATING NOTES - o i D. _ _B q.�l.�• _ _ q Ty 101A ENTRY 3'-O' 81-0' RIGHT -- - `=- 9B I v -- 2 - - \ PROJECT NUMBER: - 102A CLO, 5'-4' 8'-0' NA -- — �'; i 103A BEDROOM 3'-O' 8'-O' RIGHT -- - NOTE: WALL DOES NOT —I — — CARR DOWN TO FIRST DING 1038 BEDROOM 6'•4 3/8' 8'-O' NA -- — FLOC -SEE BII�DPIG \ DRAWN BY:ON.AH,OJO 403C BEDROOM 3'4 8'-0' RK,HT -- 1044 CLO. 5'-O' 8'-0' NA -- — a SEC N LA3A \ m 105A BATH 3'-01 &-(Y I LEFT -- — O. - d4 I \ SCALE:AS NOTED 106A CLO. 3'•O' w-v RIGHT - 1 107A LNIING ROOM 6'•4 3/8' 810' NA __ _ 1 3 - - E• .. .. 109A KITCHEN/DINING 28'•O' 8'-0' LEFT __ 2L2R ACTIVE SLDER,2 FMED PANELS - - _ - - EACH SVE PROME OPERABLE SCREENS E g - - ORIGINAL DATE:MARCH 29,2012 1MA MUDROOM 31-O' B'-O' LEFT 29 MIN. — 11/8 mJDROOM 3 -0'-0' 8' ' RIGHT GARAGE M2A POWDER 2'-6' 81-C' RIGHT 114A STAR 3'O 8'-0' RIGHT I , 1/5A GARAGE 9'-0' 9'-O' NA -- CUSTOM GARAGE DOOR - - 1'158 GARAGE 9'-0' 9'-O' NA -- CUSTOM GARAGE DOOR - w - " 2'-2yB 2'•9�g - - FIRST FLOOR DOOR SCHEDULE SCALE: ,6 GENERAL NOTE: SEE PLANS FOR WINDOW OPERABILITY, WINDOW SCHEDULE b MARK WIDTH SII HEIGHT TYPE FRAME MATERIAL SCREEN TYPE 6'LIMITER NOTES - 1 S-C' 6'-2' CASEMENT! I TITLE: 2 3-O' V-2' CASEMENT ------- _ FIRST FLOOR PLAN 3 3.0' 4'•7' CASEMENT __ _ If a' 4 3 , 4'-7' CASEMENT _---___J - 5 3'-0' 4'-7' CASEMENT -_ — — 6 9'-O' 4'•7' CASEMENT -- — 7 3'-O' 4'-7' CASEMENT -- _ 8 31-0' 417' CASEMENT 5'-10'" 6'-Y &-2' 9 3--a417' CASEMENT 10 3'-0' 4'-7' CASEMENT -- — 11 31-O' 4'-7- CASEMENT 12 9'•O' 417' CASEMENT __ _ 16.7I' 42'-O' 3 12'-O' 510' Y-0' 13 3'-O' 417' CASEMENT _ 14 3-0' 1 4- CASEMENT CASEMENT - 55 T' 6'•Y CASEMENT __ 24'�O' 22'-6' 16 3'-O' I •6'2' CASEMENT -_ • 63' ■ 17 3'-0' 2" CASEMENT 18 3'-O' 6'-Y CASEMENT _ FIRST FLOOR WINDOW SCHEDULE BDALE: FIRST FLOOR PLAN SCALE:1/4^ ' NEW' A�< 3, GUEST HOUSE 2 867.SEA VIEW AVENUE 3 - OSTERVILLE,MA Z N] A32 A.12 } 6' /B 5'-10%B 5��8 6��8 GENERAL NOTES. \ / O ® I I. The drawing nge and _Il at / 27 C I 205 the ideas,arrangements, / 1; EXTERIOR DECK tlesl9 ns and plans _ indicetetl thereon or rewne anted thereby are / O Oa t tl by and remain the Property h Dct Inc. 26 9 p NieholeeH,Architect 9 B I�. I No Pert thereof shall be -11 firmZo co p,rati, for Person, 4,` OAP~ 25 - I by any ——— — I any Purpo except with O Pe mis f c written - \ BATH - 30 P m ss on of the firm _ _ - \ 5,'9Z•. BEDROOM I - § Dbch ate eth oll ncff 1 b T/ty s or 1.IM s ERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES - - - ® � o � ® � n _ _ - 31 - discrepancies: n the Q��� - IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED - 203 - - draw de shop drawings ��Al WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR - LD. _ 214 b 3 and d t I z t be &WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE - - - 'S�, — - BEDRGDM I A3.a brought to the aU ton 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, �,y l - 1=q ) 206 I. of the architect before CEMER-UNE OF DOOR OR WINDOW,OR CONTROL POINT UNE,UNLESS '" / BEDROOM. 32 I. the work has INDICATED OTHERWISE. _ ® O i �,`7'+' 4'-5 -- 6'-Sy' 3' Oy' 4' y' - I c o m m e n c e d •-� 3.ALL WALLS SHALL BE 2X6 FRAMING,UNLESS NOTED OTHERWISE Dimensions are t be '1 4.ALL IMERIOR PARTITIONS SHALL BE FULLY INSULATED W/3Y' \ r ry CP-01 _ — — — — b — sed and no draw gs _ UNFACED FIBERGLASS SOUND INSULATION. _ are e to be s al d. I _ BAT I \� ®^ O CLO. \ JJ GENERAL NOTES 4 O HARD-WIRED PHOTOELECTRIC SMOKE CLO. O S.D. DETECTOR WITH BATTERY BACKUP / / 24 4'-6' Q SD' e HARD WIRED WALL MOUNT CARBON MONOXIDE / O 201 \ © / \yq/ i 812 Man q=J3 21 `r `' Oeteevilie,MA 02655 ,y C.O. DETECTOR B• 23 / HALL O / BAH I T 508 420 5298 %\ HARD-WIRED FIXED TEMPERATURE HEAT F 5oe 420 2240 - 0 S:9y \ \ / \' ® Q nicholaeN.com • HD DETECTOR WITH BATTERY BACKUP - t 2' \ nJ� WIR s --- '_J NICHOLAEFF BUILDING AL R BE STEM INTO INTEGRATED ��� ARCHITECTURE+DESIGN; BUILDING ALARM SYSTEM - 2 -- -- FIRE PROTECTION a -- — a 35 1 H/• e' I `' TO - I - `o ISSUED FOR PERMIT _ � I Qo - -- - - _ I � r� rr�O r� 5'-1' 7'-6� —— — —— — I I T-3' _11 O�2 DOOR SCHEDULE __ _ -- — 2„ --- b � ;�•. SAT SIZE FIRE I I -- ------ - �I DOOR St ROOM NOTES WD HGT SWING DIRECTION RATING V, I _ __ _ __ - 37 I I I ����✓ ' tiO `'Cr 1 I I a 103C BEDROOM 6'-4 3/5' 8'-O' HA __ — O -T ® -I I Q 202A BEDROOM 31-0' 81-0' LEFT 202B B -0 EDROOM 3'-O' B' ' RK,NT -- SEE 3/A31 FOR ELEVATgN - fr o STAUi 39 I38 BOSTO N, 203A CLO. T-O' 81-0' LEFT -- — _ L� ———— ¢'4 -- �j 204A BATH T-8' - 8'-0' LEFT 205A BEDROOM 31-0' 81O' RIGHT 2055 BEDROOM 6-4 3/8' 6'-0' MA 205C BEDROOM 31-0' 8'-0' LEFT -- - SEE 3/A3.2 FOR ELEVATOR -- — J ---- y' - 207A CLO. 51-0' 7'-U NA -- �— r- 205A BATH 2.6' B'-0' RIGHT -- — 209A PLAYROOM -0' RIG 3'-O' 8' HT - 2090 PLAYROOM 6'-4 3/8' T-O' N4 -- / — — — \ PROJECT NUMBER: 211A BATH 3'-0' T-O' RIGHT 212A I LAUNDRY 61-0' T-0' NA 213A -LO. 2'-6' LEFT -- — 1 \ .DRAWN BY:DN,AH,OJO 214A BEDROOM 3'-O' B'-0' RIGHT __ — 2146 BEDROOM T-O' 81-0' RIGHT -- SEE 3/A31 FOR ELEVATION - 214C BEDROOM 6'-4 3/8' 8'-0` INA I \\ f- \ 2154 CLO. 2'-6' 8'-O' RIGHT -- — - I 209 \ I I \ SCALE:AS NOTED 216A BATH 2'-8' 81-0' - PLAYR M FIRST FLOOR DOOR SCHEDULE SCALE: �,_2y, to 72yI ORIGINAL DATE:MARCH 29,2012 GENERAL NOTE: SEE PLANS FOR WINDOW OPERABILITY. WINDOW SCHEDULE II MARK SIZE TYPE FRAME MATERIAL SCREEN TYPE 6'LIMITER NOTES WIDTH HEIGHT 1 b 19 3•-B• 4.3• CASEMENT - 20 3'•e' 413' CASEMENT - 21 ' 4'-3' CASEMENT -- — 22 3'•8' 41T CASEMENT _ __ — _ 44 ® I P+ro 23 3'-5' 4-3' CASEMENT —-I I - 24 T-8' 4'•3' CASEMENT — - — - 25 9'-O' 914' CASEMENT -- — - 26 3'-0' 9'-4' CASEMEMT -- b -03 O 42 EXTERIOR DECK b TITLE: 27 3'-4' CAsL T -- SECOND FLOOR PLAN' 28 3'-0' CASEMENT — -- — -- - 29 3-0' 51H6' CASEMENT - -- — b - 30 3_01 3'-4' CASEMENT -- 31 5-O' 3'-4' CASEMENT - b 32 31-O' 3'-4' CASEMENT 33 T a Y 4' CASEMENT - 35 3'-O' S'i' CASEMENT - -- — 36 3'-O' 5'4i' CASEMENT - - - 37 5-O' 5'-6' CASEMENT — — - - - 98 3'-0' S'-6' _ CASEMENT -- -- — - - - 39 3'-0' S'-6' CASEMENT __ __ _ A 2 40 3'•O' CASEMENT 42 3'-0' 6'-2' CASEMENT 43 3'-O' 6-2' 'CASEMENT __ 6'-O' 4'-O' 9.9y'. 2 Zy B 0, 6'113�• 5 6yq '. A.1 � ■ 2' 44 3'-O' 6'-T CASEMENT - __ _ - 45 3'-0' 6'-2' CASEMENT -- - -. SECOND FLOOR WINDOW SCHEDULE SDALEE: SECOND FLOOR PLAN SCALE:1/4•=T'-0 y NEW OUEST HOUSE 867 SEA VIEW AVENUE OSTERVILLE,MA - 3 I i 2 } r �.♦ /�� - - The drawing and all of ♦ ♦ / - - the ideas.arrangements. d1eaigns and Planoa 'I N Rer�ortceD wcA�eT d calve ereon +Y ♦ oven v yr�eveRt9 wpo - - �< y thereby hereby are owned b \\'YY"'// Rtawc La roe tl n atl n r0' woRm ea I the property Dorerty of Doreve \ npR eaR orsreuurnn I I _ Nicholaeff,ArchitectInc. C'k / mROveD sol cr No part thereof shall be utilized by anyp" ® r_ - r fain or co a rpo tion for \ ` b` Y p.rpo.a except with spec fic written E,U r. Pe of the firm e -....� _ Do N h laef( +1 qq y Architect,yerrorsl discrepancies o the t `♦ rl�� _ end tldrawnetashop l op drat be ~t brought to the attent on- ol the to tect betore r U`r i t h a r k h m i n O m f. 0 _ 3 Dimensions are to a / A3.a send antl a ..also. drawings PITCH � er to be led. UN uo+ fib+ "1 k p c Roca 1. t "' " O �`/�J/S>''/``�\\ d�-�; .J\T/[�•-\ -�`'F I eC' sw D�e�_� ' �` I 1 —JI — - " _ - - .. 812 Malin Street U 02 6.5FQ Osterv42052 -------- ad T 508 98 F 508 4202240 t NICHOLAEFF—1 ARCHITECTURE ' +DESIGN RCN PR , \ 4•���"••/// , / > P5.R0C3„N PITCH [\ - ISSUED FOR PERMIT h 2 0 - nz3 // i j ......,oa � i PRCN I I `_ ti,y �\-• G' l -- -_T-- n 2 hu I M nos -.• .J i ',. .. - - �, w <;,� �'` .�' Azs M1i A 1 IF l-__._---1 I. S - -- _ =�= �'I I � - PROJECT NUMBER aeo Q�exwe b c DRAWN BY:DN,AH,OJO REv11Fo4cEp�r e� Lj vvw.+_n R SCALE:AS NOTED b 1 Iin ORIGINAL DATE:MARCH 29.2012 Re�Rmoac�.pn v�vcaacnaRux LEGEND: oven v.•J yr rmeRec �\ - . v,wuripn BOSRp PITCH PITCHE E PITCH __-- -® _� I PeRI T, "a 16' GUTTER SAV DTAIL 1/A4.1 1 12 °e 1012 _ _ I I power «t er+cM ac* 16' EAVE - NO GUTTER 2/A4.1 13.5° SHED EAVE DETAIL 3/A4.1 13.5° SHED EAVE DETAIL 4/A4.1 GABLE EAVE DETAIL 5/A4.1 I — — DECK EDGE DETAIL 6/A4.1 COVERED ENTRY DETAIL 1/A4.2 10° DORMER EAVE 2/A4.2 ion GARAGE DR. DECK EDGE 3/A4.2 H — — — FLAT ROOF ® GARAGE 4/A4,2 TITLE: —H I FLAT ROOF ABOVE ENTRY 5/A4.2 ROOF PLAN CANTILEVERED ROOF 1/A4.3 •�� FLAT ROOF ® LAUNDRY 2/A4.3 t 16° GUTTER ABOVE KITCHEN 3/A4.3 mm� 10° RAKE DETAIL 1/A4.4 8° RAKE DETAIL 2/A4.4 �- 4° �N"cu7AT'cN4 ETAIL 3/A4.4 ® GUOCATION ' �. - DO LOC ,. , ROOF PLAN SCALE:1/4°=1'-0° NEW GUEST HOUSE 867,SEA VIEW AVENUE - OSTERVILLE,MA — — — — — — — — — — — — — — } GENERAL NOTES: ., VENEER SHELF < - ' • ; - W5.21 COLUMN ABOVE - the id...arcangem nm, The drawing entl all of designs and Plan _ indicated thereon or represented eby am TJI BEARING SHELF owned by and rrremain � l' SHOWN DASHED ABOVE ;P - - - the property of Doreve I� Nicholaeff,Architect Inc. \�j! ___ ____ I ____ No part thereof shall be " —— ____ ——r___ ____ • i------- ii IG i by any Person, ��-- n - -- - ut I zed b firm or corporation for any a5 SHEAR BARS•14.O.G. i 3• nspecific Pose'except with J` HORIZONTAL-LENGTH A. NEEDED - s p e c i f i c written TO ENGAGE VERT.REBAR N I ` permission of the term SHOWN - _ 7 Doreve Nct,oleet. /r. A—hit' ch tact, Inc. 116, 1 (4)i 5 DOWELS VERT,WET SET - - Any errors or INTO FOOTING — ; 1 • d es on he drawinwin gs,,,,h shoe drawings and details-are to be - IO f the architect before x1F� PAD FOOTING: I 'SHELF FOR TJI BEARING _ brought to the attention f 12•A 4'-0 SUARE CONCRETE - b - o m a PAD W/4 A#5 BARS SW _ ch a r r k e a E m e t" - , D e ena'ons are to be L - - - - - -.— T -- - - -- see and neSCe `Z . to be ed. - - - 812 Main Street OstervilI.,MA 02555 T 508 420 5298 ;t F 508 420 2240 SLOPED GRANITE WATERTABLE - - nicholaeff.com (MATCH PAVING STONE) •�'•. - MORTAR NET IN AIRSPACE NICHOLAEFF - -� BEHIND VENEER STONE - _ ARCHITECTURE+DESIGN - _ 4'VENEER TIES SPACED 6-24.O.C.-TYPICAL.scALEa-�rz°=r-o FOUNDATION PIER DETAIL 7 VENEER ISSUED FOR PERMIT • � -FIELDSTONEDSTONENE W/W/1-1'AIRSPACE TO 12'BELOW FIN.GRADE - 3/29/20 y 1 2 MINIMUM - PAIR OF SIMP50N SSW15A9 46 OL ZINC COATED COPPER e STRONG WALL PANELS. THESE THRU-WALL FLASHING 8 _ HAVE SPECIFIC LAYOUT AND - WEEPS CONTIN. BOLTING REQUREMENTS,EPDXYED TOP OF SUBFLOOR BOLTS ARE NOT ALLOWED DUE TO THE TALL,NARROW— — ELEV,= 21.77 1' FOUNDATION COMB WALL CENTER REINFORCED PILASTERq TOP OF FOUNDATION WAVERTICAL1'DIA•36'THREADEELEV.= 21.35ROD WITH NUT H WASHER ONBOTTOM TO ENGAGE TOP PAIRZ FULL WIDTH WALL HOR2O-.-- I II NOTE - BARS AS SHOWN.WRAP 'o _) SET STONE VENEER SHELF - { - VERMCALS W/S EA.L4 FULL-TIE I I ELEVATION AS REQUIRED - HOOPS. I I. TO MAINTAIN 12-DISTANCE BLOW FINISH GRADE AT L• O I I c a ,� ALE POINT5-COORDINATE - _ WITH LANDSCAPE PLAN - R d GRADE ARIES - PROJECT NUMBER: DRAWN BY:DN.AN.OJO SAW CUT JOINT WRHIN 12 HOURS AFTER SLAB PLACEMENT.DELAY 9H7 IUi . FILLING WITH JOINT SEALANT AS _' S-B'THICK CONCRETE GARAGE IAii - _ SCALE:AS NOTED MUCH AS POSSIBLE - SLAB W/6'X6'W4.4XW1.4 WWM .e - OVER 6 MIL VAPOR BARRIER 1 CONCRETE SLAB - OVER 6•COMPACTED DENSE . WELDED WIRE FABRIC.CUT OUT GRADE OR CONCRETE T-BASE. -STONE SHELF- ORIGINAL DATE:MARCH 29,2012 ALTERNATE WIRES AT JOINTS }'j•EXPANSIVE TYPE I Ili ELEV•= 19.10 - WATERPROOF JOINT SEALER ' I N d J- FOUNDATION V 11/4-TO 1-1/2- I I I. B•O WATERPROOFING SEALER COMPACTED PRI E DRAINING 5• i.d LIFTS TO VELD 6'MIII1UM GRANULAR FILL IN M�S' CLEAR I d O :• COMPACTED IN-PLACE B' � 1'-2' p. B' CONCRETE SUPPORTS AT II 3'-0'O.C.EACHCH WAY.SAME C _ 121•C�BOTTOM ONTINUOUS STRENGTH AS SLAB CONCRETE - �o T. VARINUM. TOP OF FOOTING PHILRRO-01K -4�b - 1N d ELEV.=17.25 r•.�i w.�n TITLE: I. u5 VERTICAL DOWELS C� P�ECHANIC (� FOUNDATION DETAILS 'o ^ QQ' ®52.O.0 0INSIDE U h0. 3�69U WALL FADE a a 'O9� 61 FOOTING 9• ELEV.= 16.25 W/3-•STRIP FOOTING (3) + - W/ RS BARS OTING _ ■w�� CONT.KEYWAY • , j>e, 1 Z T. NOTE:PROVIDE ALL HORIZONTAL WALL BARS W/W/25'X 28• ZIL DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND LAP-SPLICED IN EACH DIRECTION , S403 TYPICAL SLAB CONTROL JOINT SCALEa-12'=1'-D 2 FOUNDATION DETAIL @GARAGE STEM SCALE:1-12°=7'a 3 • ...::._. -.; ;: . ... .:.. . .a -:.-.z- - ..\. ..x a ixi:. .. _ ' -.. - _, � 0 4 Coffin WillioPatri 4 Quirk \\\ \ Ci s J v ado Fance �t t / Stogy ) '• f M -20 that n/ 0 0 ite / A� 6pOt ��� o ' -Z m ot Cfl C1179 S11'60•� N �, >Y 5 0 � U y W Q —�Z— — GAS in ; W'a Faye d,.OrIva W / ELE \ / to / v + p�?NC m c co 270. � o N / N i _. i t' - is •w W 04 itwo 93! LC o 0 `a _ _ -2 of g.A•S g3' �. •, p pF co _ p U. RVE cv � �p0 �• � � (• �n o l 3 ` z. a) ra tin c v / t t O x O O W v v :1 W o y v x \ � S• �\ O \ N� y� �' vo E a CA \ z / O gyp• 'cJ� 2C \ N •S o \ p m 1 'c 10 O _► �E o- > .r c / 00 Wide Per LCP 2664-137 •r .o� o Way 361'f/(20 1_ I o w S� tf 2 It / Chofn Link Fence � : -----G S m / ii 568.89 x NO3.50'10' W �. m Chat Link fence to ti O N II 561±SF 6 M "B" E1=22. 7' NGVD n o be set in .16' oak 0 (Ele on is same as 2nd Ste f existing main stairc e.) PERC TEST: 13,472 f\ 1 PERFORMED BY:PETER SULLIVAN,PE- SULLIVAN ENGINEERING Approx. 'M SOIL EVALUATOR NO.2376 ( O WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE q NOVEMBER 18,2011 i r 00 Tree N 1 TEST HOLE- 1 ++ l o j 1 ` _ ` EL.20.0 V ............0 aY�S.YA DARK REAIS. . ...... .... ;Afm)o -2i2:.::.:::::::: 19 f < :::::::::: -VERY}}A1t.BKOWN:;......... :: : 7" :.:. COARSE 84ND 19.4 I / ...:13�•ld�' a:3YK• f6..:.:::::. / 17" :: :,-cOAIZ 3E SANB Wi80M6 SILT ::.18.6 / 5/g::: ...YEi hDVQISHBROWN-:: Lawn 0 14. 26n ::::::::.::::S[I FY SA1V�1::: :.:.'17.8 C LAYER 10YR 6/4 V 00 LIGHT YELLOWISH BROWN N 126"1 COARSE SAND 9.5 NO GROUNDWATER ENCOUNTERED I 1 S 0 9 STAN TEST.HOLE-2 EL.20.0 / F.F` ' 22.5 -nH = 0 LY 3Y 5r. :::: : / T 1) 00 ... 411 :::: 19.7........... / ::.VARY 13A1i BROWN v 10":::':::. ::::..COARSE ShND'- 19.2 -B1.I�7-,3.SFS:...:..-... rn -1 O 0 -:•':STRONCHROWN:-::::.':::: Q E 20" --- COA77 SE'SAIVD�A�/SOMfi SILT::.--18.3 ` BZ•EAYER70XR'S16::. n '03 X (�9 o9e Approx. ' :::-'-:YEI htDWI311BROW1.1•::•::•:•:::•. O D Z t Housed SHED i re 28"::_:::: ::: :: SILTY-SAND-::•::-:::::: 17.7 ca c<n 9E DEMOLI r / C LAYER 10YR 6/4 N ;' LIGHT YELLOWISH BROWN :3 � \ COARSESAND zr a v 1 t. 24" PERC TEST 18.0 N TH-.3 25 GALLONS IN<15 MIN' I Lawn 0' 130 PERC RATE<2 MIN/IN(LTAR=0.74) 9.2 c NO GROUNDWATER ENCOUNTERED S N86'0�9H52 E TEST HOLE 3 EL.20.0 �,� TH-1 ....�Yc�•srn s��.. ':::::':'. .0, ROOM. Lot 278 Proposed :::::•:::.DA;RIS.REAIS3iB.R{?Wii P 4° ::::::':::::::':000. 1�S . 19.7 Non-Potable o�.- :.......: :4AY#t)oY#t �: Irrigation Well .......... VI KY F}AT..BICOWN... Oo � .. ............. O, g^ 00 ..............COAK8E3tsND 19:3 p O H13 AAlt 7 5YK 3f6 ... STRDNG•SRQAVN,. 16" 'coARBB SA7Vl?AV/30MFi s1LT-----18.7 �ti O �f5 •---:. .$Z-1 AY6R70SFR.5l6:::::•-:• .. Lawn ................. :::.YEI LIIW ISiiBRO......:.:: 26„:::::. :.SILT]'SA1�...,::::.:.:. 17.8 C LAYER IOYR 6/4 LIGHT YELLOWISH BROWN �F��N 0 130" COARSE SAND - 9.2 Lawn �- N NO GROUNDWATER ENCOUNTERED O TEST HOLE 4 EL.20.0 `r �o o ::: :::::::0tYEA 5YR 2 5/2 O `Z�10 R>1�tS#tii>t�G1 i'►...--.... Lot 279 Proposed \ ��� 1 3^::::::::: ::.b�tCrANiGS :: :::: 19.8 Non-Potable ::: .:4aAYEii)oYR2/2 lrri ation Well \ ::•:-VERY mm.BROWN : 9 . \ . ........ 19.2 O :::::::::::B�ld� :a;3YK F6•::::.:..: O �'-�'STRONC$R(7AVN:.-::::.•:-•: 1 g^ -::•-:-.COARSE--SAND-WISDMB-SILT ':.'.18.5 O 1 ........• .BZ-EAY£A-TOYR 516::::.: .:. LIIW1SHBROWII.............. :. 48^ ::: C LAYER IOYR 6/4 LIGHT YELLOWISH BROWN COARSE SAND:: Q 0� 24" PERC TEST 18.0 6• 00 �(,�' `) Y 25 GALLONS IN<15 MIN 0 R OF O 134" PERC RATE<2 MIN/IN(LTAR=0.74) 8,8 NO GROUNDWATER ENCOUNTERED SITE PASSED 0 T t G \H- s o N s O \ O C . n. \ a - � co iy n BM "A' EI=22.87' NGVD 100f' p nl set in 6 pine N (Elevation is some as 2nd step of existing main staircase.) /// Wooded Area ;FEINbtH I d \ o 4� / ' I • . GENERAL NOTES: . iF, ''' •'�,. `\ \ FBf I \ I .gym F.,`� 3 \ a� ♦Ih4 r Inb b T]/i �� e ' Al GO. � jL /� �` ``D` •c'° � 9' ,,�, � v L � / r-r5'e ---�----- o------ � �J�.011p.12 ,J `+c "�(�N; ``+�,'.;��,• �b �>„�� n �I ® n'°sme®eEDRoa+r-roY � s�'io �^ sd.'e �Ye +'-�'/e s�'z ^"-�''e`�`` � . � � y NICHOLAEFF ARCHITECTURE+DESIGN .12 Meh,sowl - « - / IER®osBr T m azo�s240 I __ _ I F saa 42o zzeo a ------- / - ii / ----------- 6 ' �� 11 �J I PROJECT NUMBER.FBI DRAWN BY'.ON.GJO,AH • � I I I I NDTED 14.2 2 2 1r•oj'e - ' - M23'S 101Y1 v-1Y ¢-T I ' ;� II I TIn.E • ... I 1,INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES W INCHES.O.C.TO CONFIRM ACfUAI ROUGH OPENING SIZES REOUIflm 0. WIRED PHOTOELECTRIC SMo"E WliII THE I OR F LOB DOABRICATOfl.INTERIOR AND EJOERIOR DOOR DMOTDR WRH BATTERY BACKUP A W W ppyy HEAD CAS,GS TO ALIGN UN LESS NOTED -D- OTHERWISE HAD-ED WALL MOUW CMBON MONO%IDE 2 DIMENSION$ME TAKEN TO FACE OF ROUGH STUD FRAMING, O -U CENTETiNE OF DOOR OR WINDOW.OR CONIROI POINT UNE,UNLESS YURD-WIRED FlRED TEMPERATURENEAT INDICATED OTHER` E. UNLESS NOTED - I 0 DMCTOR WNH BATTERY BACKUP 3 ALL EMERIOR WALLS SHALL BE 2)B FPAMING, ALL D,,CES TO BE WIRED IMO INTEGRATED OTHERWISE I BUILDING ALARM SYSTEM <.ALL INTERIOR PARTOI SOUND D INS BE FULLY INSULTED W/G a' UNPAGED FIBERGLASS SOUND INSUTARON i y= a GENERAL NOTES 2 FIRE PROTECTION �� THIRD FLOOR PLAN BDALE:,N•.,'O 1 / I.INIEWOR DOOR DIMENSIONS bROWN ARE NOMINAL DOOR IEAFS2E5 p((33�3 \/ , ''. {`? � . / IN INCHES.G C.TO CONRAM ACTUAL ROUGH OPENING SIZES REOUIflED F EI N BE RG�- WRH THE INTERIOR ODOR FABRICATOR.INTETUOR AND EXTERK)R DOOR — b / eWINDOWHEADCASNGSTOA GNUNLESSNOT o-ERWI6E REST®ENCE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH MD FRAMING 41 CENTER-UNE OF ODOR OR—MN .OR CONTROL POI-UNE,UME65 II 1 INDICATED oTHERWISE. 3 'Z S6I SEA VIEW A\/ENUE �,•� EKTERIOR—S SHALL BE=6FRAMING,UNLE88 NOTED ., q�,O9IERVILLE YSIIEM p / OTHERWISE f fl•it fSO uALLINTERIORPARRTIou SHALLBE FULLYINSUlATEO W/SX( pppnnn '<L 1 � UNPAGED FlBERGLASS SOUND IN6UUTgN I � �4 1�� � � �•y � � . GENERAL NOTES �_ •"w k� s `"z ® HARD-ORR HOTOELECTRIC SMOKE 6D. DETECTOR WRH BATTERY BACKUP HARD WIRED WALL MOU-CARBON MONOXIDE I % • I A I j.• ,y�'Ny, �'£✓{ s y ' .ti \ "� co. oEIECTOR `J I L--�=•- \ y1 \ p 0 HARD-WIRED FUQL TEMPERATUPE HEAT �I I GENERAL NOTES: DETECTORS BATTERY BACKUP I I I \ ® \ ALLDEVICESR SWIREDI-OI-EOMTED I I ✓,/I \ \\\\ _® ® \\ s eulLDwaALARFIRE PROTECTION �� %N/•' i-- A. ..o.e..m=�.e,d... Ell ' '•LI I i /y,D� � \ \ ,(?�� eiy � / i � -- I - I a e.�.a me...« p .,..� +,. p 'I 13-v I $Yx•�e �. BA.TK \ 'O e `,+�.r;fix 36 GARAGE SECOND FLOOR PLAN 6GLE,,.•=+'-D• 2 � \`•` \6 Rp c� COYEim P tr e a zaoye•R oEeze e i 7�/i/' `e • � •tT' ® �� \ �� 'A �h � �5�-IFy'LL \od��� T-d/e �vo R .0 /, Y✓ to�6D. i... \ b �'e a 'S 66 ee 1 I QI O P / ji i��� � pA I� be • \ � w � - q �GJS 21 �J sD• Bw P \ ss r � ' • \ � �� �� � v \ HD \ mL r ® FED —1 \\ \� \ • d r ;'�dp el%. / nzy.,( 9-y,• ye ' \ \\\\ To sn.e �_"9A'9E\ ///� ;byv\\\ �i.✓/ : F, .'r, j syi I \�� /// �'>. /i/n/ /� \ ✓'` '� b�_ _ _ _ I -16 NICHOLAEFF ARCHITECTURE+DESIGN w p —/w I F508<2022i0 5 9T i r4cM1olAM.wm 6Y2 B rr 6_3. sue• �a Y' // Y' Yz' `----------- n B Lm 6 3 >« L J I 1 -- I I ❑ ___ � I O � a O 16 T Y PROJ�T'NUMBEii:FBG I p ^ DRAWN BY:DN.o.lo,AH 93 1.I tl tl 1 1 1 1 II SCALE:AS NOTED / - I fiI� 2 ✓9- 1 1 1 1 1 1 1\\ I / __—_---__ � � GATE:FEHRUARY 14,3013 ARC / ® \ cO � rry.. Nsj• / � ' 3 es .,�. 9oY' a, s->3'i "'^h'i x• goo +a-a / - -9Yi zoo ' 6a-z�• � � �SECOND FLOOR PLAIN r���,a{dAY`. 99 I ;P Y I ® F L, es I 5 A1 , 2 SECOND FLOOR PLAN BCALe„9•=;-0 1 / IN INCHES.G.C.TO GGNFWM ACNAI ROUGH 012 MD ovca IOR DOOR - / VdITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR - F E I�ES ENCE S fi WINDOW"_C--11TO-lNUN__N oD ER-9E ----- OT I R =r> 2DIMENSIOMMETAKENTOFACE OF ROUGH STUD FRAMING. I I 1 5•T.�1�SEP.VIEW AVEIJ ,e� � 1"�• 1 •. �� / CENTER-UNE OF DOOR OR WINDOW,OR CONTROL POINT UNE.UNLESS ' 1. ___I n .. ��IL�MA .Yi•'E'}3 "a`�yy l INCATED WI OTHERSE DI �q, ' • • / ALL EXTERIOR WALLB SHALL BE 2X8 FRAMING.UNLESS NOTED 3. i ~\ �Gky 1"Ffl '!M{'xL ,�. OTHERWISE O D` 4,qLL INTERIOR PAR RIONS SHALL BE FULLY1NSUlATED W{3K' b e, / UNPAGED RBER6LASS SOUND INSUUl10N I I ,�♦ ? '"� L° T'g qs R'"- ! GENERAL NOTES o { , / \I le A HARD-WIRED PHOTOELECTRIC BMO E 39 i � Y` va DETECTOR WOH BATTERY BACHUP NMDWIREDWALLMOUMCMBONMONOXIDE DETECTOR O1 I I •�-- GENERAL NOTES: trS HARDWIRED R)®TEMPERATURE HEAT e' 0 DETECTOR WTM BATTERY BACKUP .♦ �� ` ND. All DEVICES TO BE WIRED INTO'N GRATED 1 I I ,� msa.w.aae..ima. BUILDING ALMM SYSTEM ¢ I I TeI I .....................-.I FIRE PROTECTION z12 15 o I 44 / e / I / ♦ ♦\ / L / k r 29 '."• - 6 B y! GARAGE FIRST FLOOR PLAN SCALE:IM'=1'-0' 2 • ® PDRD zro x-II a O. / G �1 • M1J° — sa. �/ � Drum+n x• ' f a ------ — — -----------� e ♦ POR I © / $s ♦ I I F`H1 TALL- PHANTOM NICHOLAEFF • \ �\�\ ` ,1 ♦\ � I I .McoaeennF� ARCHrtECTURE+DESIGN ,, � ♦ \ r ` l KALL TbD K I 1 scREEn nTz M.m 90..1 tr. ♦♦ ♦ ♦\ - ¢Fj fib, b PLArreoON I I I rtECEssED G.esrvin.,MAo2ess / fiY3TEM WRH a v ♦\\y'� i/-DTqPEn ri S$1� \`♦e''1+ T \ •� r� rarFeeo POTta `I ROIieIi- b F wa Kozo a<o PROJECTNUNIBEA:FBG 3, 1' ✓i b ----- 1 ® DRAWN BY:ON,Q .M e SCALE AS NOTED 1 PN RT o ^ . •a, // 1 S' ---- � m r---~ 26 26 1 DATE:FEBRUMY I<.2012 l MALL 1 I - - $ i I OPei i I I .lam seD. ^ ^ ro / '♦Ds/i y, a — ————-nD1'Z D sY= Y' iro' 3�T / ® --- - - - I � j 1 svye a-2ye 9-0' 49-o' I _ I s`2yi FlRST FLOOR PL1W `�. - —MAT r-0' ATA Q T.y.I BAD' 9-0' I7b' I 1 I 6 II FIRST FLOOR PLAN SCALE:TH'=TV » `REIINBERG „ / _W_7 WAVENUE �OSTER\/ILLE GENERAL NOTES: / I a i I O Fil \ 01t •\B41N �'Y / I I \ \aJ� , \ ® \ ayz. 6'}yi iE• r-Ol j/ 2iv � of f � / s• e NICHOLAEFF / - ® Q 1 jp ARCHITECTURE+DESIGN / / z-y oemrvNe,Mn mass T SOS6054 GuW20�V40 4D , T ® 2 201YB ?-0 2 1 SD.003 . D / / / a.aye a�i' aka• PROJECT NUMBER:F80 b �� - / DRnwN BY:ON,wo,AH / • I I L\ SCALE:AS NOTED / 111111 DATE:FEBRUMr 14.2012 4� — — — — — — — — — — — r\BASEMENT FLOOR^P�IA�Nra ,�, 1.INTERIOR DOOR DIMENSIONS SH IN INCH T OWN ARE NOMINAL DOOR LEAF SOFS Ste'-5�.�,aGi' . ES.G.C. O CONFIRM ACTUAL ROUGH OPENING SIZES REOUIRED O HA{ID-WIRED PNOIOELECIRIC 6M0XE yyRH THE INTERIOR DOOR FABRIGTOfl.INTERIOR AND EXTERIOR DOOR 1 Via: ��+ 5{ +�"'' �+ r• SD. DETECTOR WIM BAITEIiY BACKUP S WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE e HARD WIRED WALL MOUNT CARBON MONOXIDE"�• H DETECTOR 2.DIMENSIONS ARE TAKEN TD FACE OF ROUGH STUD 1-UN fi, O HARD-WIREDFIXEDTEMPE (REHEAT CENTEIiAINEOFDOOR OR WINWW.OR CONTROL POINT UNE.UNLE6S INDICTED ASE. D. OEIECTOR M BATTERY BACKUP a,e�I p(TERIOR RIOR WALL9 6HALL SE 2%8 FRAMING,UNLESS NOTED . 0 DEVICE S BE WIRm INTO INTEGRATED OTHERWISE BUILDING­R.SYSTEM 4.ALL INTERIOR PMTRIO SHALL BE FULLY INSULATED W/G�• UNPAGED FIBERGLASS SOUND INSULATION A1 FIRE PROTECTION GENERAL NOTES BASEMENT FLOOR PLAN SCALE:V4•=p y 1 Vent - final Loaotafkn to be Determined at Ttme of installation so as to be as inconapkuou r as Possible Sae Nate 8 {typ.) 20.Df OVERLAY Di8TRICT: t. • . F.G. f1 20.0 Installer 1a ° r As � AP - Aquifer Protection District Confirm Prior R - To Any Work 2500 Gallon 2 Compartment S Too FZ t Z00 ' do T EL H_20 FLOOD z0 E: i Septk: Talk a z" � '° ' z�✓ � H-20 To ee►�a,� Camber Zone C & Vl (EL16) Community Panr.. No. lnnOectia, Part. ? = N #250001 0018 D ?x �Baffels as Per ntie 5 �r 'd July 2, 1992 a' :. �' ;� e;,': `sir• ' No Groundwater ZONE: DEVELOPED PROFILE OF LOT 278 SYSTEM Per Teat Hole 4 r • ApPaw Groundwater NI'F & pawn RF-1 •+ -.. ts• Per T.0.9. Mop, NOT TO SCALE - Bernard Francis �. Saul , S8012'44"w Area (min.) 8.7,120 SF (RPOD) C171062 Fron to a (Tit 20 Width gm in) N fF d Tr 15224' Setbacks: Ellen i Fron t 30' L07 278 DESIGN DATA n Side 15' Single Family 1 Rear 15' 7 Bahamas @ 110 GFD N W1TH Garbage Griurit - - N -- LOCATION MAP Total Daily Flaw=770 GPD e iff TANK SIZE publi�°�WaY) V t Scale: ?" = 2000'f ' Wide istC 7 200%-1,540G� _-_® _ - vie �40 � ASSESSORS REF.: 2nd Compartment-770 GPDx i00%-770 Gs1 ! at Pam Total Required-Z310 Gallons seaEdge Fence - 50.02 Use a 2,500 Gat-2 Compartment Tack ( h Post & Rog t Map 113, Parcel 001 _o E �- 2 LEACHING AREA r N80.Og�26, l 1 770 GPD/0.74(LTAR)x 150%(Grinder)-1,561 SF SBTDH t 150•00 Required Sidewdl-2(12'-10"+9312°=423SF 3---1&"Fn f I Bottom Area-(12.10"x 931-1,193 SF Pr71ar , Provided-1,616SF ,,,-..-� 2'x2' \ f � LEACHING CHAMBER DESIGN Fhd *A t 81 I ) " SEPTIC NOTES All Pipes to be Schedule 40.Use r I J 1.Location of Utilities Shown an This Plan Ate Apptox.At Least 72 Hams 10.500 Gal.Leaching Chambers in � O• / / / / Prior to Any Excavation Fa This Project*a Contractor Shall Maim 12'-10"x 93'Doable Washed Stone Fields as Shown \ VENT,- / / the Required Notification to Dig Safe(1-899-344-7233). Lot 278 � � � / ` 2.The Contractor is Required to Secure Appropriate Permits From Town 561 tSF Agencies For Coustruction Defined by IbisPhm. ` 3.Whatever Sewer Lines Must Cross Watt Supply Lines Both Lima Shall - a „ , vat Be Conehuct ed of Gass 150 Pressure Pipe and Shall be WatwTamd to M B E1=22.87 �NGVD l ! , 1 n Assure wataAiglimeas. In Genital,water Lines Shah be Coastnxsed in to 4E p, n o be set in 16 oak � Coordination With COMM Warr,and Slreii be in Accordance (Ele 'on is some as l ` , C.) With 249 CMR 1.00-7.00&310 CMR 15.0a 2nd ste f existing l O -�Cb� 4.AMinimnunof9°ofCavtisRequaedfarAllCampcomb `T -n 5.All Structures Buried Three Fed or Moe or Subject main Stair e.) l .p to VdricWsr Traffic to be H-20 Loading.It is die Ba&eds I N o Raxmm�ion doB-20AlwaysbeUsed. ' Y;• 6.instal Watertight Rim and Covets to Within 6"of FiuishedGrade PERC TEST: 13,472 I\ I Over Septic Teak Islets and Oudeb,D•Box,and 2 Cradling Chambers PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENCilNBBREQCs PerFeihl. Approx 7•Septic System to be Installed in Accordance With 310 CUR 15.00& SOIL EVALUATOR NO 2376 O c SJ 248 CMR 1.00-7.00 Latest Revision and the Town of Bamstable WITNESSED BY:DONALD DBSMARTS,R.S.-TOWN OF BARNSTA3Lt? o f W ` , I �+ Board ofBedthRegulauans. NOVEMBBR 18,2011 ti n Tree � � to � l I � 8.All Piping to be Seh.40 PVC. f o Q y , 9.Lot 278:Septic Tank Shall be a Z500 Callon,with 2 Ca rats. TEST HOLE- 1 EL.20.0 ) ., O en I t The First Compartment shall Have a Volume of Not Less Than O I l \ 1,540 Gallons and the Second of Not Less than 770 Gallons. - -•- W The Camspattments Shall be Interconnected by aMittimum 4°fir Vented laverted U-Shaped Pipe. 3a': :•.:'::. � 1 Lot 279:Septic Task Shall be a 3,000 Gallon,with 2 Cram par :: X ::....... / That First Compmtouat shall Have,a Volume ofNot Less Than a . ( 1,980 Gallons and the Second ofNot Less than 990 Gallams. t •;•; 19 4 / » / The C Shall be lataaeunected by a Minitmtme f3 a :::=:COIs16SB SAZQ�l�VrsilM$'SILT.:::: 8.6 )21-i 0 1` �N 10.D-Baa shall Have as Mint�'mumiinside Dimension of i2",and a Minimimn $Z•F ... Sump of6°. 11.The Sq�ation DisbmeeBetwom doe Septic Tank Edda and :. ........... KO.....:�.•.... town 14.01 - 0 Outlets Shall be No Less than to LigtidDepfb.Inlet Tar Sball Extend 26" 7. :7I::•:::•:•:.�.�.SiGT�I:•Si•YiV41 :::•t::: 7:•17.8 ZJ " C LAYER 10YR6/4 -r O p O C a Minimum of 10"BelowtheFlowLine.OadotTar Shall Extend 14 LIGHT YBLLOWISHBROWN / e BelowtheFlowvLbw and Shed be Egaiped With GasBeffies. i COARSB SAND wAa NO GROUNDWATER ENCOUNTERED 2 9 _ .- TEST HOLE-2 EL.20.0 / F•F i'' 5 TH-2 f/ .......... 0a. .:.: iA1tSl3 :::::::::.: i 2 ` t ' i fbilab Erode On 4M 20"= =C � SA►ISONISSIGT:::•:19.3 0, < """ N 9'M C ted flit fHtar 82•L Il......IOY.......::=•:•:: j ` a/c Aoroge �roz � � �' Fabric Y$......gis.......ir: ::::'::: Ln a� t Ho„sa/ A"dya' SILT3G SiY1iID�'.: :':::':::': :'17.7 Co tt 13E OFl+i� /C LAYER 10YR6J4 Na, p Pea Stone LIGHT YELLOWISH BROWN 0'3 �j \ Gat � N LEACHING 314'e Washed rn ai COARSBSAlm TH-3 �! `! CHAMBER stone 24" PERC TEST 18 25 GALLONS IN<15MEN y I Lawn 0' \ I O 130" PERC RATE<2 MOM(4TAR-0.74) 9.2 � `j ! / / D 4- NO GROUNDWATER ENCOUNTERED m N86'�g'50"E `' .- '` m to '� i 12°- t0" =1 TEST HOLE-3 TH-1 i" Lott � CROSS SECTION OF CHAMBER EL 20.o SF (2 43 C) o :o I - '` -- t NOT TO SCALE 3p �� • Lot 278 Proposed o Bottom o Coastal B t .7 Non-Potable �xt�AM.]$�i?7�:: ::::: : Irrigation Well' � � gat:` 9 3 O $ ? ,��..�..::::::::: o �o F� _ - ��j _ PERC TEST: 13,473 ••..==sTx.?r?. wrr::=:°•::: : �s -, TH-4 1 LOT 279 DESIGN DATA .......... 16" Ct)AFSE SAEID WlSOIt�SILT::::• 7 12 D F� PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN BNGII�ERRQG �' ? +' ::=: .: tt1 Lawn -�" � Single FamtTy SOIL EVALUATOR NO 2376 .YzZiLOW=S1COwt .*.1. ::::. TTNESS OF LB .. ................................... .... 9 Bedrooms @ 110 GPD 20 ..............SIi:TIG . '• 17.8 g ,Q�� WITH Garbage W ED$Y:DONALDOVEMBSMARI3, iiTOWN BARNSTAS C LAYER l0YRN4 Total Daily Flow-990GPD t IGHT YELLOWISH BROWN ILO. COARSB SAND ���s'y<"o o TANK SIZE TEST HOLE-1 EL zero 9.2 •........... M . NO GROUNDWATER ENCOUNTERED Lawn TANK 2C Tank Requited. .0 3Y Xa.......... 2 J, �G• a ist Compartment=990 GPDx 200%-1,980 Gal " ......... •: '0 0� 2ndCampatmeat-990 GPD x100%-990Gal 3 •:::'::: ::' 19. TEST HALE-4 EL.20.0 p ` �0 �'y Total Ropind 2,970 t aliens :� ?. m 312. ::::::::. O i� �� w Use a34MGal 2CompettmentTmk ": ) . tr1 �? \ 7 v 4 3a. :•�Di#I � t Lot 279 Proposed C '' : :�GAIIHt Non-Potable c� LEACHING AREA :::::=arAoprcl;ria►ivlv;;r:•::••::;: : Xlt4 ►J�. ..... irrigatlon Well , mwlsolsar::::: .......... f p 990 GPD/0.74{LTAR)x 150%(Grinds)-2 006 SF 1 tom$ 6 PARSE sAa�' 0 1 --2D -n 3 Required _�z fir► rc r. >C:::. ::::J i0a............ 1 2 , C ........... �f - :..::....: B. . 1Q O �'.a Z Stdewall 2(12=10°+5T)2'-279 SF ....•Y.LD................. sTRnrlc l►tr ..... ... �'� ° �.�2 n� stGi'�G•SA1tIIi ::::::::: ..................... .................. a, v Bolton Arta (12'-t0":s7�-731 SF 26° .............. 17.8 ig COAFSB SAlaL1TYlSt)l4ffi'S11,T:::.. GCS O t y¢ Ptovtded•1,010 SF eadt a ..... C LAYER IOYR6l4 ..........................................lY8A ::::::: _._. 1 3 Total-2 x 1,010 SF-2,020 SF 126" LIGHT COOAILSB SA AWN 9s 2ga-' ::.SiiTaGs7..................... i=-*-:::•:::_7-*:17.7 p QpROPps 3 .1 LEACHING CHAMBER DESIGN NO GROUNDWATER ENcovtrrER® ::::.:C LAYER IOYR&4 0 D�LUN D TO OOF Q All Pipes to be Schedule 40.Use LIGHT YO LROE SAND, N Q¢Q� �2 J 2 Fields vd&500 Gal.Leaching Chmmbea in TEST HOLE-2 12'-10"x 57'Double Washed Stone Fields as Shown, EL 20.0 2a° PERC rest 1 0 R 0 Q�E� 22 0 ,a.�-•n -.,_.a• O.F• 22 55 0 :::4:#�' ?s •:�•: :•::•::•: 25 GALLONS IN<15 MEN 134" PERC RATE<2 MINIIN(LTAR-0.74) 4a117 NO GROUNDWATER ENCOUNTERED SITE PASSED t- .....:. IO": •C.(7ABSSSAIID.•::::•::•:::•:i � t e�-�... 20" '�CaATLSBTiA1Ql?7A►!si»;'ffi'SILT�:. =$YAYSR IO7i1L5/G:. ..:: Ci�ss, 1 i�li T YBTL4VRISFIBRUW1g' -•• �'G,p L-- /2-Sty W RK i �C A K 28 ::.SIC17GS111�..: 17.7 tin9 2 i S C_ OASTAL 8 N c LAYER 10YR6fa Exis OWepin9 FROM wg/Ef pEµOLiSNE.............. ? 10i C FEMA Flood Zone Line COARSE SAM BROWNLIGHT YELLOWISH a ` SE : i As Per FlRM Panel PERCT•EST 10 / 250001 ODt 8 D ,�-• 25 GALLONS IN<15 MIN jr pCl Lawn rev July 130" PERC RATE<2 MD Mi(LTAR-a74) 9.2 NO GROUNDWATER ENCOUNT=ED a a \ � _ icy C -- ...... '" TEST HOLE-3 ELM t18- �.. FEMA M "A" Ei=228T NGVD yti,...... ::'t�:3L•frYJE�:7�i�R?1'#::�::�:::•:•:: n 100f' � TBM E1=18.5' NGilO Xt?A•11z1 +4 :::::::: nl set in 6 pine � \ { ` to of CS H gat: :=^:::::::193 (Elevation is some as `" `18- \ a } P SEWER EJECTOR PUMP • '' ` ' .... ................ . ............ 2nd step of existing ELEV. 18.5 f ...........................t vvT.r:. :. .... � P 9 �' •�~""'• \ J q n ISS$ATQ}iT�ISiOM$'SH'!'-•::•:,1 7 / PEAK FORCE MAIN MYERS 1/2 HP MW 50 main staircase.) �'� \ ::sz•?nY ,TaY& !6•;:.::::.;: i �.,.......... \o ct3/flr � a.Fnd PUMP CURVEOR DMUSTAL �crx......aBxgwir•; •.....• ...........- Top of Coastal Bonk / '' \ . . V \ � / •-= MEET THE FOLLOW9NGa ��� z6"..:. . :17s v (Town Defsnition) c LAYER ISHBR `_ \ �:- /_ �,..�5� r,,,,, LlGHTYELLOWISBBROVYN / \ a' ry _ ''� � � 1 COARSE SAND 9.2 50f' 2 'Y` �' ,, - - ' `- '` o P� o o NO GROUNDWATER ENCOUNTERED Wooded Area �, V ,,..•••. �, �, ..�- .►,•�,.r .r_ .,,,, ,,.- 10 10 5 / d e ---- -t ha' C�... . ood � r '^_ � 10�' 20 11.9 TEST HOLE-4 or -- .--% 40 16.8 Et_zero _ ,- / .�"" �p= _== ~- :�- �'� r-• / ` � � 50 20.0 I,k, SYR 2' LEGEND: _'_- - = -15 f - _ _ :; : :...... .. ..-�' 1 sty 19.8 w/ tin /..........• Y WN..... 198ach a Fred : .:; r:'::'4 19.2 Z • .>` Wood o ,.,•,.-^ '� o "; Cedar Tree -� /moo -" ., / / \ \ stairs - ...•"". o i COAibS88AElDT1Vl, SIt,T. ..1g5 ........... U, P• a ''" o / o • �.. e o p YbT.......S1iTiR..... :t:•:::. 3 ° o's ' 0 28" . ..,,. . SiLT1ESlt ........ 7.7 Hall Tree •' �• / / rI/ / =- fT8uikhoac a°ny9 r `r ' o o LIGHT YBLLOWL4BBROWN Y rJ'' � ® o C.OARSESAND 240 ME TEST 1&0 25 GALLONS IN<15 MIN °°°o ° ° _ .- '` 134" PERC RATE-4 2 MIN/IIV(LTAR-a74) 8.8 sr{ Deciduous Tree o-°°Bulkhead Rr' t;13��J o "- o ' NO GROUNDWATERENCOUNTPRPD Coo$ o ,.. - SITE PASSED Coniferous Tree � ...,--' BaQ........ .r-- 1- - ..-- o o �„ I o 0 0 0 �^ i r-•• o o �d sou Vent- final Locatation to be L-! LCB Land Court Bound o o Determined at Time of instoltotlon so - ,.... -••' '"+ ..•- -•-- '- o -" '� G��j as to be as Incanapicuoua as PaesiMs � CB/DN Concrete Bound w/drillhole ..,,^ ...-• •-- y _ ...-• -" ...- �'•' NsntuSB/OH Stone Bound w/drillhole -' -0 Guy Anchor J ` -sse Notes (t)P.) -��> Utility Pole _ .- f:G EL 20.0 l�! Hydrant EL 1925 IlMll HOS@ Bib Instaffor• To Flow gw ere Contirn Prkr f As Required Light Post Ejector to Any 2 C-79men s000 Owen rl Tun EL urea ® 11 Water Gate (round) B ant sepik rut � aim -20 irragation Well Hchi OHW- Overhead Wires SU111V Chamber _T®Be On � � � Chamber t: compacted go" _ --25--- Elevation Contour . 733 eedding."7"e, Uspection Pore E Underground Utility Line a eatYets VTWS as Per Title 5 _ �'•-, ;vat urn r N v PaertT"t Hume 4 DEVELOPED PROFILE OF LOT 279 SYSTEM REVISION: Add Ejector Pump & Driveway Detail DATE: 07/27/12 PrT tlroundwater NOT TO SCALE Per 1 one. Maps REVISION: Add Proposed irri ation Wells DATE: 0512112 REVISION: Add Lot 278 & Show WayDATE: 02116112 Ti TLE: Site plan PREPARED BY.° PREPARED FOR: NOTES: Proposed Im rovements Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was Z p �? Andrew & Michelle Feinberg APO Box 659 7 Parker Road compiled from available record information. y At Osterville, MA 02655 Osterville MA 02655 2.) The topographic information was obtained 86 Sea View Ave (508)428-3344 (508)428-9617 fox (508) 420-3994 (508) 420-3995 fox from an on the ground survey performed on copesurvOcapecod.net or between 06/JUN/11 & 12/JUL/11. Bamstable, (Osterville) MaSS. Draft: JOD Field: WHK MLL 3.) The datum used is NGVD '29, a fixed mean � / 30 0 15 30 60 120 L DATE SCALE: �� Review: PS Comp.: WHK/RRL sea level datum. December 15, 2011 1 = 30 Project: 31021 j C444 Project: