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1588 MAIN ST./RTE 6A(W.BARN.) - Health
1588 MAIN ST./RT. 6A, W. BARNSTABLL A = 197 021 o ~ o � F r 0 0 � 1 o � — _ No. Z6q Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Digonl �&p!5tem Cou0tructiou Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. 1588 R- 4, 6A Owner's Name,Address,and Tel.No. WEST gpRN3TA&LC- -TaMo-s Dil.. Assessor's Map/Parcel. g-7 7-1 1rj89 �+ Gh Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (h%tea,l `S. 1 o k a.��• 508=17C'?O©? 1>e1►.� Cq(a CwJ38_46 .•` 508'36 2-t1 S�f t O. ('sox 4VL D ' r,6 att -Lvl 934 FU A a Z:ti 15 Type of Building: Dwelling No.of Bedrooms Lot Size 50,700 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �3® gpd Design flow provided (1 94 gpd Plan Date 8-,1-20o ca, Number of sheets Revision Date N/N Title T;I(, S SA, Pia, Size of Septic Tank P-x s1jf% 500 Type of S.A.S. prQ,catst c cte,.6ers L-A L soon.. Description of Soil SrQ- 40—J WOW I05s Nature of Repairs or Alterations(Answer when applicable) U1s�c>..�) 11aa,, SAS s,1.J k, Q—box Qn� ¢qj ] e.A jt I�.L! -- 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. Signed "� 1�-"'' Date 8-f 01? Application Approved by 6 Date 's r tq.^09, Application Disapproved by: Date for the following reasons Permit No. 2_zpD-[ 21r� i Date Issued O ✓ ' coq No. �r-G� e `v t Ly °y Fee (� •s"r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L__ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes .Zipplication for �Di.5ponl �§p!tem Con0truction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual;Components Location Address or Lot No. [58B P oJ, GN Owner's Na"me,IAddress,and Tel:No.` WEST f3hRNsTJadSC.l Assessor's Map/Parcel j 9'7 / 7-1 1580 Z+ 0 W¢s� earns�wb�< Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 5os-7-7G-7oo7 iD� Cam Cc: Sob-36 2 45�1 i Q.U. (3ox '{Zt D2nr,�sno•� OZG3q 93S �f GA Y M64a,� OLG7.5 Type of Building: - Dwelling No.of Bedrooms �` �. Lot Size So,-7©© sq. ft. Garbage Grinder ( ) < Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow t(min. required) 33 d gpd Design flow provided Sy gpd Plan Date g-4-2 Oo Number of sheets ( Revision Date N It, Title 7;P, 5 Sk PIA., l Size of Septic Tank 1500 Type of S.A.S. �¢c+ st C�ar:bir s t«i��. sons Description of Soil Sew 1ei1 LIQ_ fags II 1 Nature of Repairs or Alterations(Answer when4�.applicable) fl4\\sk1 ll D-hox and �FB C_"I 11b.Lkr S aV of a l plur^L, �r nr. tewlcF ' Y r � •�. Date last inspected: Agreement: t W a The undersigned agrees to ensure the construction and maintenance of the afore described ion-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. Signed Date 8-12-07 Application Approved by s /JZ -S Date Application Disapproved by: Date for the following reasons Permit No. C�Gf 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. j at I B a P,04.. QA% , Lip-4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 042q 2Zr4 dated Installer M�cha� To.'c.oc� Designer (Jcy.. �n # 01 bedrooms 3 Approved design flow 1 �( gpd The issuance of this permit sh 11 not p�e construed as a guarantee that the system�v7illfuncti n �esigned. . Date, I ( �'1 Inspector « No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Tigponl *potem Construction 'Permit Permission is hereby granted to Construct ( ) Repair ( (,)�Upgrade ( ) Abandon ( ) System located at Ou ? fr �j92N,ff4Jg. MA and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pnormit. Date Zero o Approved by _ p TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE Wet R ral-61 _ ASSE SSSOR'S MAP&PARCEL 19 Z It s INSTALLER'S NAME&PHONE NO. (-®t,ri�. 5 aR-7-76 7 w3 SEPTIC.TANK CAPACITY isoo aallon, LEACHING FACILITY.(type) C�a g-s w-AA s6AL (size) " NO.OF BEDROOMS OWNER -1_a `I Ii. Oct PERMIT DATE: a+cl-,';LO09 COMPLIANCE DATE: Il 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility d`a Feet Private Water Supply Well and Leaching Facility(If any wells exist on qq . 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) N1 Feet FURNISHED BY IP p --Lq.ap�Gty wive O® i I � I f Its -C �' co 0 I ► ,ROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:19PM P1 down cape engineerinq, inc. CIA. L=NGINE: C;S I:ANr 511�V�YUC:`� 959 MAIN �jr/ WUIT- 6A YA9M0Uq-P0kY, MA0267�� (506) '�6.2-4�4t FAX (�1 O08) 362-9B60 FAX fOf& PME5 - INCLUVING COVS� FAX#: FROM: (Al- 4e� FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:19PM P2 i � L7 down cape engineering, inc. SIEVE SOILS ANALYSIS 1588 RT 6A DELLAMORTE.xlsx DATE OF REPORT- 7130/08 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 1588 RT 6A, W.BARNSTABLE, MA LOCATION: DCE TESTHOLE 7/30108 SIEVE ANALYSIS weight Sample(Grams): 656.9 FZEEIGHT RETAINED ; % RETAINED: % PASSED (sum_) =.................. .....................0.0: 0.0W 100.00----•---...0.0}------------Q6p/or---------100.0% [#_2 8-- ----- ------- - -----------3.4: '------- -0.5%,----------_99.5% ---..._._r..........................a 0 28.1: 4.3 : 90 19.1%: 80.9%0 390.6' _ __ _59.5/o.0 -------------483.0 _ 73.5°i6:.......... ... ...----------L..................._... •---------- 16.............._580.4; 88.4%'- ----- ...........-•-• - .i.................. 00 607.7: 92.5%: 7.5% .......................... o00 644.2: 98.1/o' 1.9/o --------------.........-----------.......------------------------------------- PAN: _656.9: 100.0%: 0.0% SAMPLE:- 656.9 NOTE' TEST ON PASSING#4 ONLY, 0.7% RETAINED ON 94<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRANULAR, SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : 04 100% (TEST ONLY MATERIAL PASSING#4) 95010%-100"/a #100 0%-20°/a #200 0%-S% REQUIREMENT FOR"FILL" IN TITLE 5. <6% PASSING#200 SIEVE RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINJIN.MATERIAL NONCOMPACTED - titNOFAggs, ' SOIL DESCRIPTION: MEDIUM SAND s�Q DANIFI.,A, 6 OJALA fj CIVIL No.4650 i C /ON I.. . 71 �l�� FROM :down cape engineering inc FAX NO. :15oe3629eeo Aug. 17 2009 02:19PM P3 i'I• i i'1d�TdS. NO.: i ADDRESS: s I DESIGN FLOW: _ `�.��... --gP(1 i J DATE; � NIA ox NO I , :'�"I •ih.l^r:- �`h; ,,,..,,T,rat �7; ,;n-" •�. �1.)�c :��5;�y;�i'...{ i.gy,i7� ''�,i'�1','L�'���'.I�f:s.'a�':r�:•,�':•�'ib1::��"�A':d!I{.Y't ..IS,..�.�• .� .i•..���� kf�I1�5ru.W�d4�'�E.'�.�%`',.ra'Ci� !�' _f?.,.a�::ia•PrJ'�;:.:.• j Legal boun( . .......... tt.,._.... _..•. .... ._ Street, Lo[, tax parcel nuu ber and lot uua:,aber noted.on plan.[310 ✓ ` CMR 1.5.220 4 u)L _ _.... Locus 'Provided [310 CMR. 15.2204(t ] I flan prober scale? (1"-40' for plot plans, 'I.":-20'or fewer foc- co'm op rents) [310 C. 15.220 4 Pasernents shown [310 CMR. 15.220(4)(b)]____„ I Systein locat.rd totally on lot served [310 CMR. 1.5.405(1)(a) for I u.grades -- i.'not, a vori.a7we is required 310( CMR 15_412 4 Location of iTnpaivious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)�(1'.)) I 1'.ocation all buildings oxistin,g and prupused 310 CMk 15.220(4.)(c Location and dimensions of system com.perrrc'r.its and reserve areas. ( 310 CMIt 15.120(4)(e .. System Calculations 310 CMR 15.220 4 fi daily flow � se tic tanit caracily required and provided d ` soil absai.ption system(require=rl ;arid provid.ed,) -whether system desigac(l for arbabc i-xiuder. Noiah arrow 3[ l0 ( MlZ 1.5.220 4)(g).]_ _ I xistin,niid )roposed contours 310 CMR 15,220(4 (g) )J 'Location and log of de;,p observation holes (existing grade el. on I each test) 1'310 CMR 1.5.220 4 h ] Names of so11.evalwatocr and BOH repi•esenla.tive [3)0 CMR 15.220(4 (11) anal i I Location and date of Percolation tests (perfonucd at proper f r:.lcvfltion.? 310 (INIflt 15.220(4 i _ ... Pc-:rcolatiori test results snatch loading a'ate? 310 C:MR. 1.5.242 _ Cc::rtifii.cation statement b�,y Soi.l. Bvala.ator[310 CMR_ 15,220 4 (' j Observed and adjusted gl:otrtrdwater(me;t]-od#or adjus[mcnt gwen or indic.,ated) [310 CMR 15.103(3) and 310 CMR 15.2200')(rr)] -. i Addres3_ _... _ _-- Sleet ( of'1 FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:19PM P4 i I i I N/A. OK NO i Location of every water sl�phly,pahlic<iaa.d private, [3.10 C VM,. ' 15,120(� ,,. __ - i within 400 feet.of thi: proposed sygtei7a.locatiurt in 11).e case �^ Of surfiacc•water shies and.gi avi l paciccibJ is water. su il. _ ` lUGatioll r(I the Ca4e :-._ I within 250.feet o:f theLoscd system. _ / — wit.bm 150 feet of thc,pI:opo,ed sy,dem location in the.case of private water sum wells --- I J.ncFltiOD of all stufrace wa.t.ci's and wetla:itds located ul)to 100 ft. / beyond setbacks listed in 310 (:.M1Z. 15.21'1 anal any catch hasilis ✓ I located.w.it iT, 50 ft. f310 CMLZ 15.220(4M]__ .. I Wate;e lines and other subsurface utilities located[310 C`Mlt (if water lime cross see 310 CMR 15.211(1 1'r.ofile,of system Showing l.nvcrt elevations of all system conlportents and tlae bottolxt of thz."),AS310 CMlt.1 5.220(4)(0)]. _ Stamp of desifr)er 310 CM R '.15.220(1) anA 310 CNIR ).5.220 2 _ a Stamp of Registered Land Stllveyar(requi.redif co:ilstru.ction I activities within 5 ft. of l of line [310 CMR. 15.220(3)J _ Tesfi TT,oles adequate(twu .in eacb.of the E�iim.ary im.d reserve i unless trcrkches as penrritted.i.tt 310 C'M-1Z 15-102.(2) or a.S flpprcwed for an u.pgrad.f:under J TJA at 310 CMR 15.405^(1)(k)i Pest hole adequate to d.cmonstrate fou;feet of su.i(.a1.�1e material'1 I I _ i 310 CM.:R 15.1 U3(4� I Test Holes adequate to con-firm adequate gruundwatcr separatioll? I Benchrna kwitbin 50-?5' of s stein 310 CMR 15.22U(4�(q).� -- Y �.. . Matelijtls speciCeatiol:Is rioted? [various sections u f 310 CYR I 15.0001 Systeaaz Components not>_16" deep(unless Lou,;Ll i.lpgra.de Approval or T..1.1Arc uested) F31.0 CNIR 1.5.405 l(b)] ; I i I I I i i j i ij Address - —... ._—.. — •-- ---- — sr�Pet 2 of 7 j i i FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:20PM P5 I _ I i I N/A 140 ` ;:. Size OX.1 [310 C:IV.R 15.223(1)1 _ lij.lct,tee Located ten inches below flow liue [31_0 ('MR 15.227(6 _. i Outlet toe 14" or :L�." + 51"Per foot for titcrease ft d-epth[310 C MR 15.227(6)] C)».tl.el Cec with Gas battle or approved filler 1310 CMR. 1.5.227 4] _ Nate regarding installation un :'table.ccmzpactexl hale, [310 CMh i S(;paration between inlet:and outlet tees(:t).o less than liquid t/ j d.ep(h) [31 O CMR. :1.5.227 2 ] i TrJel/Gatlet elevations al].cast 12" above lu{ li groundwater I (c;xcept as &scribcd:31.0 CMR. 15.227(5)) oi-pennittcd for j upp-arl.cs under LT-lA[310 CMLZ 15.405(1 (k.U_ ._ _ j Minimum cover 9" (Tanks bilf.ied more;thart 9" must gave riscis �— i on all openings quad on the d-hox) [310 CMit 15,2228(1) =d 310 CMR. 15.232(3)(f),I l '1ID-ce access covers(inlet and oull.et must bu 20" or grca.ter) - inid.dlc access A least 8"_(by 7/07) 310(:MR 15.228(2)] Access to withinmade - one:port for systatm 1000gpd., two for sYsteins>1000 gpd 31.0 C1 k 15.228 2 _........_�>1._--- _ All at-grade covers'sesci.i-ed to i�iiaufbori.zed.a.ecess? [310 CMR i 15.228 2 — > 10 . t ftom building foundation [310 CM1115.211 1 $uu ancy calculation ltc uired/Done j 31.0 CND. 15.221(8 H-20 Where appro I Setbacks from resources 310 CMR 15.21.11 ...., 'L.9•'� n rlwn �y"•, tir I":v i. a�^Y Md�.•b7t1'y�t�wdtfl�.��.C'feb.1 � 11•�:.'����(�y11.L'�:!�'S�!:4:�-�,�'3. Old iRequired when uther than s ecgle-fiunily dwelling or flow>1000 g d[310 C'MFZ 15.223(1)(b)] _ First compartment 200%,daily flow-, Soco7nd comp'.tucctrt 100% daily flow 310 %ff1 .1.5.224(2 and(3) _.. . _ "T)" pipe tkuou.gh or over hafile, outlet of each compartment with. j gas baf..fle or approved.titter[310 CM:R 15.224(4)) I I I I j I ' I 1 I ;sheet 3 of 7 j i I � I 1 FROM :down cape engineering ,inc FAX NO. :15083629880 Aug. 17 2009 02:20PM P6 1V/A UK NU I USA 7. j Lncar.cd at Least tri:i,teet from s,ny wa.tc"lute? [310 C1vL1Z 155.222 2)1 i ' Disposal pipulg at least 1$"below water line(wYien water acid sewer cross,see 310 C.mK 15.211 1 [11) Cl.eanonts re uirecl/.r-0vid,c.d . � Thrust blocics sp edited in forco,mauts? 310 CMR 15,221 6)(c Slope of sewer lisle not less tl,arx 0•01 (1/8"!ft) 0.02 prcfe.rablc i [310 CMT,-15.L-J6)�_ 005 witbin gravity-distlzbutcd trenches / Propel•pitch on all erns.?� (. and bc:J 10 G1y112, 15.251 9) �3x1c1310(.. i_15_L52�2)(c)1 —1 _—.. Siphon probj n/(leachficld bel(Lw puu�.I ch�rnher) ,/ I EnLKS or vent manifold �:pec:ifjed? �....._ S:i.ze and onc:ntation of discharge holes s1)ecifie(12 (not sanallE:r. 'that).3/8" Flot larbl.i:than 5/8") [310 CMR. 15.251(8) and 310 i CMR 15.252(2 )(h)] j Material, specified ('u0 CMR 15.251(5) specifies v�1rir�us P1 I.-ypes allowed)_ _ k.w_ Stahle c0mpju ted base 1310 CMR 15.221(2) acid 310 CNff( i J.5.23. Splash plate or baffle tec required on inlctJ provided? (when pressure sewer to d--box. or steep pitch of gravity sewer) [31.0 1% CMR. 15.32.3 3) ,i .. _.. l l iscr:i.:f dec. cr tlum 9 [31.0 CMR 1.. 232(3�Ll _ 'I I Inside minimlun dimension 12" [310 CMR.15.232(2)(b)) Miniizwju j swn 6" 310 CMR15.232 Watertigbt cover if<2000gpd);waterproof manhole if>20001.U)d •310 CMR 15.232(3)) _ - ' Capacity(emergency storage alcove workiny=clesignt flow)? [31.0 I Clya 231(2)1 _ — ?ro er setbacks 310 CMR 15.211 (Satre as septic tanks)l j Watertight 20-•in,niiniurti acc css manhole at least 20" MUST 138 TO GRAT)L[310 CM- R 15.231(5 L ._ -_._ _ j SCNIce,cojpponc:uts accessible,(.not too deep with pipmg, disconnects accessible ' r.r.nodc. 1'3l0CMRI.5.231(6 m floats- alarms oil circuit sc,1 al ate Liom pu.mmps sj)ecificd?' ' Exceeds two uY.lits must have two pumps oper<:cting in lead-lad; i .. G acted T�,�.se 1310 C:MR 15.2L1(7..),1yan�c cal.culatims needed?Provided?[310 CMR. 1,5.221. S Sheet 4 of 7 i I 1 FROM :down cape engineering ,inc FAX NO. :15083629880 Aug. 17 2009 02:20PM P7 l ' I i - NIA C)JK �v. y0� i eK� --���Ji1 J.' �yy`'( a.1;51 'f 2—IN, j�'1 11�A; Calculations c.:orrect? 4 fcr t of.11aturally occurring material dc;1110:ustrated? [310 CMR j Regtiureil scparatiun I:o groundwater? 31.0 ( MR 15,217.)] �1 ,fg. egate sPt;(:iTied as double wa hcd[3.1.0 CMR.1.5.247(2)] S Ntem Venting requires]/provided7-(system under driveway or [31:0 C.Na 15.241L. - 'fnspection ports specified and within 3 final grade? [310 CMR. 15.240 1.3 ] f Breako at req'mremenls Tnee? (No'v;i.olation of breakout eleva,ii(xn within 15 ft of SAS unlesa barrier) [310 CMR 15.211.(1)1*4j and Giiidar.+ce Document 1 gyp'., Chambers and Gal. in trench confi.guraLiun supplied willi inlet e rlr 20 . 310 C M-_R. 1.5.253 ] 1 �_ Lac:b.structure With one inspeation inanhulc: (If:-2000 gpd must he to ads)j 31.0 CMIZ 15-253(2)] A;�;regate 1'minirnurn- 4'ma+ximum. [31U CMR. .15.253(1)(b)j., ___V �' .._ I I 2' s.idewal,l credit irixx.imum 3.10 CM:R 15.253 1 a ] _ _ � _ � In bed cnn:fi ration., inlet ervct 4U sc. !l. [310 C M:lt 15.253 6 V i Width 2'minimnm 3'max-.4num [310 CMR 15.251(1)(b)] 100 ft;et-maximum lmii th[310 CMR 15.251(1)(a)] Mini.m1um separation 2x effective depth orwichl)whichever groater 3x if reserve betwecri tLenches) [310 CMR,251.(1)(d)j_ _ Situated- along contours 310 CMR 15.251(2)L _ Breakout OK?1310 CMR 15.21.1 1)[41 and C_/l(iti/Qdance Document] _ r �� I mi..ni►num?- distribution lis s (310 CMR. I 5.252(2)Ud P Max_ij- se arati0tz betwecu lines Ci (310 CM R15.252(2)(d)]__ Maxui nu'tn separation between liues, and outside of bed 4' [310 CMR 15.252 2 (e)] I Aggregate depth below discharge pipes 6"minimum, 12" masximtrra. •310 CMR 15.2 52 2)(g),I i Sc:parat:ion bctwcer.+.beds 10' rniniimun, [310 CMR 15.).,52(2)(f Bottom amL used in calculations only F310 C'M.R 15.252(2 i ] I i I Address_ .... . .... .-----... -- _ Sheet 5 of 7 i • i FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:20PM P8 i N/A OK NO i .1'r�.r,t'ure��sed.�j�ster►Y 7 Pr(�vid.�:�.L Pump �l.d pi.ping � � calou.l.ations as required.�(.Mgt 15 22U(4 (�] ,p - w Pressure dosing re(1�►ired o]:r all systems>2000c;1ad or alternative systems under rern.edia] apptcval [310 CMR 15.254(2) and 1/A. Remedial Use Approvals —.. - [fused.in Lzavel.lesssyst.rrn -mri.lce sure.jet:is directed as not to scotu:soil inLvriace [Gu:idwice D00-1,L, __j—_ _. _ _.. Inspections once per year(systeins<2000 gpd)or quarterly 2000. �d and to vote On lan 1. 10 CM.R. 15.254-(2 ��] _..._.... Construe-donin fill. Did the plan speedy that l}je fill shall n).eet the specifi(:ation of 310 CMRZ IS.255(3)? �(r.c►pelvioius ban-ler and/or V.tai.niug wall? ,(,Lin lance Docutne;rrt] I ]znpe)vio)ls barrier inst;,'lllation must be supt,rviscd by debipiaer[310 CNLR 1.5.255(2)(.t :Rctaiuir)g wall ,r,rnist[�e d.esigraed byRej.-Y.,tererl Prntess►.c►iaa,l e I � ly.ngiuce): j310 CMk 15.255(2)(a �) _ i Side slupc 1)ot exceed 3:1 ? j310 C'MR. 1.5,2.55(21 _ ` Breakout require t.nents rnet? [31.0 CMR. 15.252(2) and Ci uidaxn.ce.Document] 1 At It►ast 5 ft. from itn.peivious ban-i.er to edge of SAS (10 ft. J i recui-rimended) [310 (NNRA5.255 2 c; Check llI?P A roval Ictters.for crtr its and cl.esign conditio'p;q i If used with presslll-e(losing(In not allow prr;ssure discharge i to scour soil interface Was DEP Approval Letter provided and/or leave you , reviewed t11e letter for conditions? Is the to ctill,ology being Properly applied and does it:meet all j DFrp ApProvai Condit' :ns'r Is there a note ot)-the plan regarding;the requirenimt for erpeturrl tz)ailrtEnarlce a.gl"eemcn.t? _ 1�n r�alanns involved.on separate circuits r Did,the�rppl:icant submit an.uperatiu):► and nciintenavce Ias a licaat submitted a co of a maintenance Are the variances listed on t:be plan,? [310 CNfR. [5,220 RI,S Stainp»ecessary on plan if: a cottipoueut iF'within five feet of ploperty line[310 CMAt15.412New constructio)) or increased flow proposed- [Refer to 310 ("MER. 15,4141 Sheet 6 of 7 I Address_ .. — •..._—.... i I 'FROM :down cape engineering ,inc FAX NO. :15083629880 Aug. 17 2009 02:21PM P9 I I i 0tc NO J' h'�' '7.b, 'i,tv ! ;p' ,1,.F b;tA'i I,� V1 fi�,a ,Ln J��: ��yy ff� c,e;.R:r Y �? '. �: �iV' rf'f : '"YAi:;I. �',: I . . . #>�<,..��: ca,•.,�:?�� ,' ?c�>;.,,�.l �+ ... .; Is the system iri a Designated Nitrogen Sensitive Area(Zone 1:1 f(..)r i a public Supply well.)? [310 C.N 15.21.�1, 310 CNllt 15,215 and / 310 CMR 15.216- also refer to Policy Yugaiding upgrades of such 1 exist 4 .-S�s1 .T-s the syste.Jt propOSed on the same lot as served by private well ? I 3l0 (:M:R 1..5.21.4�2�Lr., Aze tl.�e iulrcigen loar.k prroposed in compli.a��ce7�[�L0(aVIIZ i \�`61.��,C�r�$���,�t f,:1S45.Ps1�F��Y.asli11d'��lR+; �b' ,d.$'6K� , �f'.�1EGbii6.. ,;.tb�'Y..,,RKkiw;?{Sp �C11!:iS' �91NA( v{quso� •A•SYi!.! 111{ A'rN:�ii ��,.:,'. 1EJ��F I tan . P�an:i ping Co se tic k? [3].Q CMTt 15229 J _ _31..• Shared System ;51.0 CM C; 1.5.29U1 I I I I I � I I i I I I i i i I I I I I I I i II � l I I ( I, I I Address__ Sbect 7 of 7 � ......__—. I I f FROM :down cape engineering inc FAX NO. :15OB3629BBO Aug. 17 2009 02:21PM P1/0/ _//te�Z' a Town of Barnstable . -- Department of Regulatory Services t Pubic .T.-Tczlth Division Tiate ' nwRN9rA8[L, . MARS, g 200 Main Strnel,ltynnnis MA 02601 ee t'tt.�c� P2_ A/ Date Scheduled.. �1_/�` � ..... Time—��— tr Soil Suitability Assessment,for Sewage Disposal PrrPmrncd Ay: —_..-_—_...—...—...._ Witllea4ed By: - _ ..— LOCATIc�N & G ENT✓RA-1.rNr 01MAT.1 N Location Addrns.% owner's Noun. Y ,l/n Addrnsc I'� sic r\ Assessor's Map/Pnreel: 9�/aI Ltngioeer's Namc 'VJ a�✓�- L/ e-- NEW CONSTKU('TION _ 111'TAtlt fc1_Imnnu 11IJ 0� Imld Use ,;... / 7 r--- — tilupeR L'SO ....._.. —f.!�-..— Surfarc Slnnes 1�?��-._.- Distances Gc+m: Opcn Water nnay 731 ,. os_f, Psible Wu Area�!R—ft Drinking Water Welf,2_S_V fi SKETCH: jj KI.''1 CH:(SnCCt name.dlmcnsiulls of lot.r..xACI Iuctllr)r1A uP ICSI Ilnlea&pelo Innis,IUcntC wcllaads 9n proximity to holes) q*)"ti \� c 1 �-� �MJ. - Dr.,plh to Betlrock ['nrent mntrriat(gecdoglc)-_. . .:-� r c{ .. Wee)ht tYom Pit poet _ �' Depth to(.)romalwnter. Sl.at)ding WTIEf in Ifolc: -__—.,.— -- 1 � —'-"' Ustinlnred Seasonal High(Iroundwarcr Dr'TFRMINA'110N FOR.S1 A.SONA:[..ITT(4II.WATUM TABLE Method UNIA: —_, g_-g UEpth Ubservcd standing in oba.hate: _.. —— '..__ __Ill, I) 1)tll to 91)11 I/It7t11CP:�.....-ram—•� - _ la. ..�• Ugltll to weeping front side of otm.hole: ,.,___ In, (I rtlllnd WnlEl'/�(IJ lrNhneat hldt-.x WE11 X—,_....- Rradiug Dale:,._—,__ larlex Wrll level.,.,,_,.•___..,. Adf,factor._,._.,_- At$oraundwnter Level � PLACOLA;CION'.1.'I:'S'1' naLe_._ tttne.,� I tole is • That:of 6" .�., Drplh of Pert; Start Pre.-suak Mme to _.. --- =--.. �(/� 1 tool(9"•ti") End Pre-soak, Rate Mln./inell Addititmal Trsting Needed(Y/N) - Site Suitability Assrwsrllent: Site)assed_,...._— ...__—.. _.._— Original: Public Health Divlslon ohservatiort Mole Data i'o Be Completed oil Back----- ----- ***ff pere intiou test is to be conducted within 1100' of wetland,you Insist first notify the. Btt.rnstable Couse>rvation Division fit leAst one(J)wcelc prior to begirming- Q:�s et•rtc�PlaRRc-t�nit M.7)L�c f FROM :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:21PM P11 .1)1,?TP.OBSRRVA TIO.N'1 OLRI L0G 1i[11e# Dcptlr burn Sell llruizntr Soit Texture Sill Color Sall- _. Ullter Surface(in.) (USDA) (Munsell) MOt111118 (Structure,Stones;Dotttdcrs. 01 iSlalcv�'ff!.S313YF11-_..__ .EEP OBSERVATION HOLT LOG IIole#_Y_ Depth tram Soil 1{orizun Soil'I'olthrre Soil C.Mor Soil Other Surlaec pu•j (USDA) (Munsell) Mottling (Structrre,Stones,Donldertt. z fy DEL, OBSERVATION I1OL.I LUG Il�le# Dcpth from Soil tic -ron Soil Texture SOIL[:olur. Sn)1 Surface(io.) Other (USYM) (Munsell ) Mnttling (Semenrre,SlOuev,1luulders_ D =/•� .— ,.---...—....,.,. _.....: __ .?l531&LEX�'PilS1`dY£!L._..— —_— DEEP 0.11SERVATrON HOLE LOG, w Mile 1;— Ucpth frnrn Sail ttnrizott Soil Texttnc Soil 6401- $OI) Surfeeo(In.j (USDA) Other —— (Munsell) Mattling (Structure,Sloncc Dauldars. ._._ _._—_—•,__-- •",.--• -- .` Cmrsiaturnv.�a51fA)tal)� Flood Insul•ance Rate Malts Ahove S00 year florid bnundnry No Yes..... Withia S00 year boundary No Vcs- -•-,__ Witliln 100 year flood hrnrndary No_-f! Yes Depas arNattlrtrlly nCtlllrl•lnit Pe:•vJnns Ma lel•1(il Does ac least four feet of nturally 6r.c.nrrirg pervious mriterial exist in all nreus observed dirgughout tho area proposed for the soil absorption system? _ *i ,, If not, what is the depth Of it.itturallyoccurring permuCul'ial'I�_,_sLLK__ Ccr P1cs►Non �_"�� I certify that on _- —_(date)1 have passed t1lC Soil evaluator examination approved by the Department of Fnvironmentrl Prorection and that the above analysis was performed by me consistent with the required training,axpertise and experience described in f0 CM.R. 15.017. Sisttaturc _. -- —�_� — Date__ , f - FROM :down cape engineering inc FAX NO. : 15083629880 Aug. 17 2009 02:21PM P12 / M � D J p7 aUG y�A d ��. , f Barnstable pit J61,300-. — /� (J Town U C g. U[partinctit of Regulatory fiervic:cs —" nxlwerwnlB, Public 11.ealib. Division L)f1tP- 14 20o Maio strret,Llyamtia MA 02601 \ E �• va 00 Fee rd. ywe Schedided--. .._ I—I - _ Sot Suitability A.ssessrnent_for Sewtcrge .Disposal Willtesscd By:. .— .. -.. . .. w I,0CA."1'lON & GENERAL WFORMA7I. N �p Ll,cntlon Address — �� 6 i9 Uwticr's Plamc ��/�� d✓/` Assessor's Map/Parcel: /ot f Urigh{ecr•s N:nnc �l�O 1, NP..W C ONSTRUC'I'lON I[L!'AI.R _, :1'depltullc[t�cJ --- ---._ Lltld Use'_ 3_L�om�_ Slopr_s(R.) a ^.� -- Sw'fire stones Distxncc6 from: Open Wafrr QtxTy��d Il 1'usaiblr Wet Area ?7o d .—R Drinking Water Well 7�0 ft � r Diabinge Way—. ... -.—R Prope..rly U,le / ..—ft. other SI 4 TCI'I:(Street nnnte,dinteosinns or int,exact.htcationx of tnst holes pore lent,.locnle wellandv in proxind[y l0 Ix9es) � A ry P J14 ILI rs Parent mnlrrial(geologic).— t�Z� 1)eplh to Lit:droek Depth to f1roundwlter: Startling,Water fit[-Into:-.-...-__..- .- Weeplllg(till Pit Rstimate.d Scasnnal Illgli tiroundwntcr --.' - ...... . _... DI TERMINATION F OR SEASONAL HIGH WATER T.ARLT, Molhotl Vscd: '{ -:- ai_r-L-- '�' 7L- t ��' lu. Ise lh lu So11 m<)ttlan:__ _� in, C1cpI1t Observed standing ul nbs.hole: .- [' nepth to wecpinF froltl.irle of 1 c.hola: — .. ._.-_AJ_Lcl �I!t• (lrounrJwnter AJJusllnant.,�_...� —.. f r index Well/l i... R t .Oroun[Iwntee Level ✓w.i kcatlin Did e:.7 -li.. Inds=x Well L.val���._ Aaq.n,etor_,C;`.1.�^ /L�� PERC'O.LA.`.rION '.1'.M.i,S'I' Observation 'Chia it,0" Wit:11 -- _--- —. Depth or Pere Tlnle nl 6" Slat[Pro-sunk Time(0 _-._.._.... _�,. NO Pre-sonic. _..--.-• Rate min./Inch Adahlh,tlal'1 • oslhtg Needed(YIN) .Site$11118111111y A99CS�tlldnf7 ' _.. Original: Public,kl,eatlh Division Observation Uple Data'1.'o Be. on Bark--------- ***If percolntion test is to be conducted witLi.0 10O' of wetlllncl,,you mllst 1irgt notify the. 1311.1-11stab.lc Conservlll.iou Division ut lenst one(J)week prior. to beKiun(ng- (Z:�s er'1•{C7t'eRc.:rbltM-nciC I FROM, :down cape engineering inc FAX NO. :15083629880 Aug. 17 2009 02:21PM P13 DLL P.OBSERVAT!°ION HO E, LOC: Hole# ��► -- Depdi fiuut So11 ilorimn Soil•texture Suit Color Soil Other Surface(in.) (USDA) (Munsclt) Mot[Iing (Slruetnre,Stollcs;Ilouldels. Si— z l�- -2Zd c/ S./ ?.�`>• �Z.- �wry cr�t1- ....— ... ,_ -..._—._—..—.---=- . C 3 /?a G s — 2sr � DEEl'0.USTILVATION IiUL:iI.LOG Hole�� -�—� Depth from Sail Horizon Serif Texture Sail Color Soil Surface(iu.) (USDA) ether — — _ (Monet 10 Mottling (Structure,Stnnea,Boulders. — �� 'y - --_—.-..... t-Attsi tSaCY—%--C1_mY-@I�-- $�3 . .. - -- -- .—,— DEEI P OBSERVATION HOLE LOG hole# Depth Cron; Soil Horizon Sol Tex lure Surfaee(in.) Suit Color Soil Other (USDA) (Munsell ) mottling (Structure,stoney,DanIders- - 1tsG�x._ nl��l1. DEEP OBSERV N:[70yLI, LOCI. _ Depth from Soil Ha9zon Hole# Soil Texntre Sail Color Soll Other SnrCaco(in.) (i.1SDA) --- (Muu�rll) Mgt111aK (Structure,3tattes;boulders, blood Insurnoce 12Atc Mpn• Above SOO year/load boundaiy No-- Yey x•_- Within 500 year boundary No Within loo year flacKi lraandary No �e it of ubtrnlly Occurrene Pervious 1MntorlA1 Does At least four feet of nattirally occurring pervlrnls ma Cris)exist in all areas observed throughout tho aCeft proposed for the soil absorpticln system? If not, what is the depth of ileturalIy Occuming pervidus mrtrdrlal7 (:Clrtl tlen.loll I certify that on. _ —(date)I have passed the sail evalunlor examination Approved by the Department Of L+nvir'Olirricntal.Protection and that the above Analysis was perforrncd by the consistent with the required training,expertise and experience drscl'ibcd in 11O CMR 15,017. Signature W511 VnC'%l'li lCCPO R M.DOC FROM :down cape engineering inc FAX NO. :15083629880 Nov. 04 2009 02:20PM P2 o vv u. u a rins,A a hWl.e Regulatory Services Thom- i F. Geflcr J.Hream. U"ARN LUZ, 'Public Health Divi,95.0p. MASE Jliovms McKean, Director 2,00.1011win Street,llyauinis, IVOA 02601 Office: 508-862-4644 Fax: SOS-7911-6304 Installer& J+Orm Mite: Sewage 11'eirimitg MapV"arcel IY2 e- ln%Wler: A-Z i It- Address: Oil Nvasissucd a permit to install a (date) (installer) septic system a[ .--&.6, based on a design drawn. by addr..,$) f OLL4 clatcd Z.( certify that the septic system i-efe,-,re.ii.ced above wiLs installed substantially acconfing to (11C design, Which may include lilinor approved changes such as lateral relocation of the, disiribUdOn bOX ill.ld/oj.-8CPfiC,- I certify that the septic system referenced above was insuailed with rnajor chauges (i.e. greater than 10' lateral.relocation of the SAS or any vortical relocation of any componen t Of the S(-,PtiC. SYS101t.0 bLLI III i1ccordance witli Suite & Loufl, Regulations. P1,111 TeVi.Si.oj.j Or certified as-built I-)y desi gper to follow-. jl�OF V DANIELA, OJALA CIVIL o No.46502 1;T PONALECG k)esipe. liatilre) (Affix De'sig'ner's Stwnpll-crc) RK1,'U.KN TQ rUBUC H.04,A.P.111 DIVISION. UP' C-101 W ILWiCE WILL NOT BE ISSUED UWT, IBOT.'ld TWS FORM AND AS-.'RTJJJ,T CARD AlMe PUBLIC'HEAITH,D'WISADiN. THANK YQU. Q:1-1calth/SepTic/Desigaer Certificatitm Foi,a-i 11-26,-04A(ic FROM :down cape' engineer "ng inc FAX NO. : 15083629880 Aug. 19 2009 08:59AM P1 tot.(508)362-4541 939 mein street rt 6a fax(508)362-9880 yarmouth port mass 02675 down We engineering, ific structural design civil enginoors 8 land surveyors Daniel A.Olala,P.E.,P.L.S. Arne H.Ojala P.E„P,I..,S, Tlmoihy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. survCyS August 19, 2009 site planning eeweys system designs Thomas McKean, RS Director, Barnstable Health Department 200 Main Street inspections Hyannis, MA 02 601 penult.° Dear Tom: landscape n 3/30/04 Down Ca Engineering, arch;luclurC O Cape ineerin Inc.En performed an inspection of the installation of the 1500 gallon septic tank at 1598 Route 6A, West Barnstable. This is to certify that the septic tank was installed in substantial compliance with Title 5 Regulations and the approved plan. If you have any questions, please do not hesitate to call me. Very truly yours, Arne H. Oj1ala, PE, PLS Down Cape Engineering, Inc. i I I TOWN OF BARNSTABLE �. 1 L(SCATION 7a ts�� SEWAGE # VILLAGE �� �/�l i »» ASSESSOR'S MAP & LOT 117—oa INSTALLER'S NAME&PHONE NO. [ 19%2&2E SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3 LWMtUL (size) NO. OF BEDROOMS BUILDER OR OWNS PERMITDATE: L COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) - Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by P� iAv � �° 73 A� Lk J/ kA No. .r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Miopool &pztem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. I SA tru r n {— Owner's Name,Address and Tel.No. Assessor's Map/Parcel19 IS-$v McLI n Installer's Name,Address,and Tel.No. Designer's Name,Address and T 1.No. R r%e,,n 4yotte Pe 'down Can�. 3 Z Mac/! 54 , S CZ 34Z 4 5-4 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. e Description of Soil r Nature of Repairs or Alterations(Answer when applicable) DESIGNIN INSTALLATI,�, ST SUPERyrcp SHE SYRT€nA��,�„ ,...�` ` Y 1�1 INRITINa gat-t. r .STRICT ' Date last inspected: ACCORD;���;;� 70wltild. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titl of the En ' e e and not to place the system in operation until a Certifi- cate of Compliance has been issued b Board al Signed _ Date Application Approved by Date Application Disapproved for the following reason Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance � -- THIS IS TO CERTIFY,that the On-site Sewage Disposal System O ST (EN�Reep ired ( )Upgraded( ) Abandoned( )by at A • w. THE ee Ech?n��tyic�,oul ��Iiiance with the provisions of Title 5 and the for Disposal System Construction Permit No. I'`dated I�n ,_1TING o200q-11Y Installer Designer I C:: TO ICT The issuance of this permit hall not be construed as a guarantee th the syste i. f nc 'on Date . Insp No. ._. �r - " ' + Fee ��C�� ,/ THE COMMONWEALTH OF MASSACHUSETTS ` Entered in computer: - PUBLIC HEALTH Yes DIVISION -TOWN OF BARNSTABLE MASSACHUSETTS T ZIPPrication for Miopogall*potent Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade.( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. j s�t Mpi n {— Owner's Name,Address and Tel.No. Assessor's Map/Parcel IS$� /Via St -7 — 2 W. R4. cnn,44 y, Ml9 C Installer's Name,Address,and Tel.No. Designer's Name,Address and Tef..No. 13 r kel. n Ayotte n C4,-jx �►'� Nh�r+, Si , g ^G �GFS 3(�-7 2G Z a ivDtTi t✓( S � 3(,Z 4 5 4 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow ,' gallons. - Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil I n 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title S�of the Enir�ental - e and not to place the system in operation until a Certifi- cate of Compliance has been issued b s Board of H al Signed �' �-� Date Application Approved by 2I: 1, t` _ Date t 'a _ / f r Application Disapproved for the following reasons,,* � Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS YYNO BARNSTABLE, MASSACHUSETTS `)ti Certificate of Compliance �. 0 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( Upgraded( ) Abandoned( )by at Vv, Uir Jz kto has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 00 - ll dated Installer Designer The issuance of this ermit hall not be construed as a guarantee that't ie syste wil fu con -designed, Date �.�� Inspector _ .. _ .. — — ------- — — ——— L,I ( G/•j' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS M.5pool *pztem Con!5truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc on must be completed within three years of the date of this pew°t. Date: yU t/ Approved by J No.— -- ----- Fee--- -- ---�y BOARD OF HEALTH TOWN OF BARNSTABLE zipp[icat ion-for Vefr Con5truct ion Permit Application is hereby made/flor a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: rc�J Du Tn 1,A W , i�Glav � a� Y p/1 etc J t It - //�� /j Location — Address Assessors Map and Parcel S d/�'`/4 N<bJ�C /.'S 8-8, h'T L A c.-7 , 6,/ca _-/—/n�— Owner— — �—p q-------- !Address — — !J/7 S((�vJN-e��!^����, r w �,.fJOX Installer — Driller Address Type of Buildingo Dwelling Other - Type of Building-- —___— No. of Persons------ 1 r� Type of Well ( — Capacity ------------- Purpose of Well D ovtir f�`[c Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate pf Compliance has been issued by the Board of Health. Sign — _ / a�6 loo _-- date Application Approved ByTAwk / , -- --__ date Application Disapproved for the fccZwing reasons: ------------ ----- -- -date Permit No. on — Issued------------- Gate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired (�') by— D Scu w" l( -- --— — ---— -- — — Installer at /5'6 r G A to, /I c,., has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ---------Dated---- --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- Inspector No. ---(-! -�-- �� Fee--- --- --------- BOARD OF HEALTH , 11 'Q`' TOWN OF BARNSTABLE r plicatiou,forlVell �Co0tructionpermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: /Skk /'TG A w , A,,i— • — _1?Iva I A,.'L _ I -t /I — Locationy Address a Assessors Map and Parcel e I/4 N+p//P I S o 8S '�6'6.. (,.) —/�— Ow/near _n =`-,Address 6li --- — ��Q�N_efI I—)C (V v �/oX GO /lAt-�/i�p� 1ce 0D6 Vi Installer Driller Address Type of Building Dwelling Other - Typ of Building- -- No. of Persons-- Type of Well - Capacity ------ Purpose of Well i tic — \ Agreement: \\ The undersrees to ' stall the aforedescribed individual well in accordance with the provisions of The—_— `.T-own-of-Bar-nstrd of H alth-Private Well-Protection Regulation— -The undersigned further agrees not to place the well in operation until a Certificate f Compliance has been issued by the Board of Health. v-�'L./ J V of—_— 1 ,% Z)4 1OD J Sign -� —=1---- ------date Application Approved By �^ date Application Disapproved for the f owing reasons: —date Permit No.—Lj �i! �v x7 — Issued -- ----------- _-- — ____. -date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired (`') by D A Sc u N /� --- -- ------ ----- Installer at%S$� tQT GA Ga• has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------Dated ----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- -_ Inspector---_______-------______--------_-_-- BOARD OF HEALTH TOWN OF BARNSTABLE Vert Con5tructfonPermit No. - Fee----- Permission is hereby granted to Construct ( ), Alter ( ), or Repair ( <an Individual Well at: /S YC f- Street ----------------------- as shown on the application for Wen Construction Permit No.- - �., �� Dated H_�) //h� — - ------.- DATE Bard of`Health — �_� sQPT, e�CA "Pe l r OVA TROY WILLIAMS SEPTIC INSPECTIONS Certified by MA Department of Environmental Protection 6. 1 (508) 5-1300 19 Hummel Drive �pwr 998 W South Dennis,MA 02660 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIR t Opp DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET. BOSTON, MA 02108 617.292.5500 WILLIAM F.WELD TRUDY CORE Govcmor Secrctan• ARGEO PAUL CELLUCCI DAVID B.STRUHS Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissionct PART A CERTIFICATION Property Address: 158,3 Mc"h Sf. ��S t /�rn s fc.6�t Address of Owner: 0�� Date of Inspection: 6 1,Z6 (If different) Name of Inspector: Troy Williams iSBB MU St-. I am a DEP approved s�eem inspector pursuant to Section 15.340 of Title 5 (310 CMR 1S.000) W 14" . Company Name: Troy W111iams Septic Inspections Mailing Address: _19 Hummel Drive . South Dennis , MA 02660 OZ668 Telephone Number: T508T385-1300 CERTIFICATION STATEMENT 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes Conditionally Passes _ Needs Further Evaluation By the local Approving Authority _ Fails Inspector's Signature: Jn•m.. ��.�-.-d Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, 8, C, Or D: A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. 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. Indicate yes,no, or not determined(Y,N,or ND). Describe basis of determination in all instances. If'not determined',explain why not. The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty(20)years prior to the date of the inspection; or the septic tank,whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. 1—i—d Ol/75/971 -` Pay• 1 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 1588 Main Street,Route 6A,West Barnstable,MA Property Address: Mike O'Neil Owner: June 26, 1998 Date of Inspection: BJ SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health,. Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced — The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(wi:h approval of the Board of Health): broken pipe(s) are replaced obstruction is removed q FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: /"/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND 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. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, 1t APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the'SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a.septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate 8 t ate nitrogen is equal to or less than 5 ppm. Method used to determine distance g (approximation not valid). 3) OTHER SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspection: June 26, 1998 DI SYSTEM FAILS: IV14 You must indicate ewer "Yes" or "No" as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an 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 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a 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 fro.trl a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: N You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: 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) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (r—iaad 04/25/93) page 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST 1588 Main Street,Route 6N West Barnstable,MA Property Address: Mike O'Neil Owner: June 26, 1998 Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes, No Pumping information was provided by the owner, occupant, or Board of Health. _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or / as part of this inspection. y _ As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. Y _ The site was inspected for signs•of breakout. _ All system components, excluding the Soil Absorption System, have been located on the site. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected (or condition of baffles or tees, material-of construction, dimensions, depth of liquid, depth of sludge, depth of scum. / The Aze and location of the Soil Absorption System on the site has been determined based on: _ The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of / Sub-Surface Disposal System. JL _ Existing information. Ex. Plan at B.O.H. Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) 115.302(3)(b)) :-i-d 04/15/97) •- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspection: June 26, 1998 RESIDENTIAL: FLOW CONDITIONS Design flow:.330 g.P.d./bedroom for S.A.S. Number of bedrooms: 3 Number of current residents: $ Garbage grinder (yes or no): ivo Laundry connected to system (yes or no): S Seasonal use (yes or no): A/a Water meter readings, if available (last two (2) year usage (gpd): Sump Pump (yes or no): Nb Last date of occupancy: dc.w�o;�� COMMERCIAUINDUSTRIAL• N(/, T of Type establishment: Design flow: gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title S system: (yes or no)_ Water meter readings, if.available: Last date of occupancy: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: ;ram o � r�•� ». �,o ..� <�w��� System pumped as part of inspection. (yes or no) 6V6 If yes, volume pumped: gallons Reason for pumping: TYP pl` 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) VA Technology etc. Copy of up to date contract? Other APPROXIMATE AGE of all components, date installed (if known) and source of information: �h s , � f Sewage odors detected when arriving at the site: (yes or no) /vd (rwis•d 01/1S/9�1 p•n. [ ..r in f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspection: June 26, 1998 BUILDING SEWER: A///4 (Locate on site plan) Depth below grade: Material of construction: _cast iron _40 PVC_other (explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK: (locate on site plan) Depth below grade: s Material of construction: concrete _metal _Fiberglass _Polyethylene —other(explain) If tank is metal, list age _ Is age confirmed by Certificate of Compliance,_(Yes/No) Dimensions:_ 5 X 17 1 X UO y Sludge depth: a2- Distance from top of sludge to bottom of outlet tee or baffle: 3 Scum thickness: ON Distance from top of scum to top of outlet tee or baffle: No r Distance from bottom of scum to bottom of outlet tee or baffle: V6.s h How dimensions were determined: Ors fot , Comments: (recommendation for pumping, conditio�f inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) 1 �� s ,,��.— �„� dt o HC n s .a GREASE TRAP: Nli9 (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (r—i—d 04/25/97) a , e SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1588 Main Street,Route 6A, West Barnstable,MA Owner: Mike O'Neil Date of Inspection:June 26, 1998 TIGHT OR HOLDING TANK:Al 4 (Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass. _Polyethylene —other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm level: Alarm in working order_Yes; No Date of previous pumping: _ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:y (locate.on site plan) Depth of liquid level above outlet invert: I e✓tl.c.t Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)_ C-) —t36 K w� PUMP CHAMBER:L�//9 (locate on site plan) • Pumps in working order: (Yes or No! Alamo in working order(Yes or No)l Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) (rwiud 04/2S/911 _ _ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspectionqune 26, 1998 SOIL ABSORPTION SYSTEM (SAS):, (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number:_ leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensionf: ov, ao r X 3v overflow cesspool, number: Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydr//aulic failure, level of pondin , condition of vegetation, etc.) uJ7'- L�J G L rG e- �.L J VJo i L, 11 f� ti f �G Lc�l, c�h N<n <r i.1� .a...� �✓..n {� S C�� Ca`�� CESSPOOLS: 11I� (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materials of construction: Depth of solids: Dimensions: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) �r—i.ad 04/15/97) L iaq• a or 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspection: June 26, 1998 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) w„I1. �60 &c. K. - I 53 58 /000 56 L oc X (r w is.d 04/25/97) { - r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1588 Main Street,Route 6A,West Barnstable,MA Owner: Mike O'Neil Date of Inspection:June 26, 1998 Depth to Groundwater_ Feet adjusted high groundwater level Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observation of Site (Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records Check local excavators, installers Use USGS Data Describe in your own words how you established the High Groundwater Elevation. Must be completed) t v� y ra ut c 4-a 4z) c, h� H v., r... u tz S eo.71�vs� I � e—cc- , ti � S 7 O. ti -1 I , , Page 10 of 10 i 07/01/98 WED 18:09 FAX 15083624116 Beth & Bike O'Neil 10001 Bottle Number: 834701 Date: 07/01/98 BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT 0 SUPERIOR COURT HOUSE BARNSTABLE,MASSACHUSETTS 02630 A S5 PHONE:362-2511 Client: O'NEIL, ELIZABETH Collector: ELIZABETH O'NEIL LAS337 Mailing 1588 MAIN ST. Affiliation: TENANT Address: WEST BARNSTABLE,MA 02668 Type of Supply: Telephone: 362-4116 Well Depth: Sample Location: 1588 MAIN ST Date of Collection: 06/29/98 Town: WEST BARNSTABLE Date of Analysis : 06/29/98 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100mL ABSENT 0 PH 6. 2 Conductivity (micromhos/cm) 732 500 Iron (ppm) 0. 5 0 .3 Nitrate-Nitrogen (ppm" 0.4 10.0 Sodium (ppm) . 76 20.0 Copper (ppm) < 0.1 1 .3 -------------------------- BASED ON THE ANALYSES PERFORMED, THE FOLLOWING ADVISORIES ARE GIVEN: * Based on the results of the parameters tested, the water may present aesthetic problems (taste , odor, staining) due to iron. * Based on the results of the parameters tested, the water is suitable for drinking but has high levels of sodium. Persons on a low sodium diet should consult their doctor. Thomas F. Bourne , Laboratory Director TOWN OF BARNSTABLE 'g ` 1 T7 — 0Z 1 V LOCATION %,7 jGlAOf SEWAGE # VILLAGE — , ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) qtPj NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER BUILDER OR OWNER �� DATE PERMIT ISSUED: 0 " /17/ DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes ,No i S3� .3 �� o No...L L_f_.44L FmSL 1�0........._ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for 11isunsal Works Tnni#rurtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: OV °'� • e-.— -.-- -Lot :n-Adore `'^�✓1'1�/ o Lot No. / �� ---•-- •------ -•-••...................•.._._..._ _.._...�/. - •, Owner Add 5.2 Installer Address e of Building Size Lot............................Sq. feet �-, Dwelling—No. of Bedrooms----------- _____________________________Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ______________ ______. No. of persons............................ Showers — a YP g ••--------------•--•---------P--�-�- ( ) Cafeteria ( ) dOther fixtures -------•--••-••---•--•--. -----------------------------------------------•---------------....-•---•-•.._.....-------- W Design Flow--------------------------------------------gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter____________________ Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date.............................•.......... j Test Pit No. L__'_____________mmutes per inch Depth of Test Pit____________________ Depth to ground water------------------------ 4q Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---------------------------------------------------------- _--------------------- •------------------- ---------------------------------- •----------•------ 0 Description of Soil........................................................................................................................................................................ x V ..............................................•......--•-•••-••----•----•----------..._.....---•---_.....-----••-•---------•---•--•-••••---.-._....----•••--.........-----....-•••-•-•-------...._..._.. W --•-•-••••••--------------------•-------••-•---•-------•••---••----•-----•----------................................I -- U Nature of Repairs or Alterations—,A wer when applicable____________ _�__.____._______ _______ ..............-.............................1 D -- •• . .--------------------•----------------------------------------------------•--....---•-----•-----•--------=------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant as been issued by the board of health. Signed ------ --------- ------------------------- Date Application Approved BY -- -- --- - -- ------- ',��' " ---------------------------------------- v l ^ r� Application Disapproved for the following reasons- -------------------------------------------------------------------------------------------------------------------------------------- - - ----------- ----------- Dace PermitNo. ----------�/......?4---_----------------------- Issued -------------------------------------------- --------------------. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for lliipusal Works Tnnstrnr#iun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ............... _: ----------------------------------- ..................- �- .,-_4� ..q............ L n-Addre . 0� f No.. .� -..........� ......... -- -----o � ................................. ........ -- - Owner Addr(e�ss �%�fJj�� a ----- - -----. .._ �,----- ------------------------------- -?��Xz&. 1 %2-.�6r�-,a- ---- - --------- Installer Address Ue of Building Size Lot............................Sq. feet �-. Dwelling—No. of Bedrooms___________ __ ________________.__Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures _________________________________ _ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity___.__._____gallons Length................ Width................ Diameter---------------- Depth___.__________-. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ GL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.................... _-- 9 --------•-------------------------•-•-••...._.._.....__...----------•--•.........-------------------......................:.:...------•---------------------- 0 Description of Soil........................................................................................................................................................................ W U -----------------------•------------------•-•---•--.....-------------------------------........----------------------------•---------------•---•....••----•---------.....------------...--•----------••- W ____________________________________________________________________________________________________________________________f ..__.___ _. ___,_ _____-___..................... U Nature of Repairs or Alterations—A wer when ------ -- applicable------- - 4. P .; . - ------ -------- ----- � DD ' ....__..%-t�-� --.......---•----••------•--------------------------------------------------•--...._...------------.........------. Agreement: The undersigned agrees to in is all the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance as been issued by the board of health. Signed ------ -- ..;.... ... . ....................... ----------------- ---------------------------------------- Date q g Application Approved By ..............` .....�-- �� � V Application Disapproved for the following reasons- ------------------------------------------------------------------------------------------- .................................. -------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------ ---------------------------------------- PermitNo- ------------/ ......C?.4_---------------------------- Issued ---------------------......-......_...................Date...... Date h THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�PI~ttftcate of C�ontylianre THIS IS T,Q CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired y ) by ---------------------------- ---x...-.--)- ...� ......5.-�.--........------------------...........................---.......--------.......---------. ------................. t� Installer at �.�--. .. /`. .-� .---..S.4----------------j?Vt..��i�.r......--------------.....:.........................................------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ---.,17/.`.... k.................. dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................ ........3...:.1-4....-7/-......................................... Inspector ................. f .... ........--------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ZZ TOWN OF BARNSTABLE FEE. No. t' �raor� 1 No ko #rnr#i�nrrnti t-- AA=.......................................................... Permission is hereby granted........._ ... _....___..1..2.:�u��t,n.��l......�...__._, ._ C to Construct ( or Repair ) an dividual Sewage Di posal System at No..•--......1.�_�-6..._._/0-1��-,...ST......_.....��1,...... S��_,.��-_- ---------.......................................................... _ Street r��� as shown on the application for Disposal Works Construction PermitNo._.........a..- Dated.......................................... --------------------------------•--- t •---..........._......._.._..................... Co I (Board of Health DATE.......... .............. FORM 36508 HOBBS 6 WARREN,INC.,PUBLISHERS J, 0 "" 1) A RIESID NC 1588 Main Street - West Barnstable , Massachusetts Permit Set March 15 , 2004 PROJECT DIRECTORY DRAWING INDEX GENERAL NOTES OWNER James and Natabe DClldmorte D101 DEMOLITION PLANS 1. ALL WORK PERFORMED,INCLUDING MATERIALS FURNISHED,WORKMANSHIP,AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 1S. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT REED 1588 Mal"Street MEALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPLICABLE INSTALLATIONS,CONDITIONS MATERIALS AND FINISHES WITH THE PROPOSED ADJOINING PREMISES,INCLUDING STREETS AND OTHER AREAS ASSIGNED TO OR D702 ELEVATION DEMOLITION AND THE LATEST REQUIREMENTS OF THE STATE BUILDING CODE AND THE CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY USED BY THE CONTRACTOR,FREE FROM ACCUMULATIONS OF WASTE MATERIALS West eafrNtable,AW APPUCABLE CITY OR TOWNSHIP,ALL LOCAL AND STATE HANDICAP AND FEDERAL CONTRACTORS OPERATIONS,THE CONTRACTOR SHALL PROVIDE ADEQUATE AND RUBBISH CAUSED BY CONTRACTORS EMPLOYEES,SUBCONTRACTOR OR THEIR S100 FOUNDATION PLAN REQUIREMENTS,AND GENERAL CONDITIONS PER AIA DOCUMENT kA205 AND -SHORING AND BRACING FOR STRUCTURAL OR REMOVAL TASKS.THE WORK, OWNER/CONTRACTOR AGREEMENT DOCUMENT 9A105. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES ARCHITECTS Kent Duckham Architect: $101 FIRST FLOOR FRAMING PLAN - CAUSED BY OR DURING THE EXECUTION OF THE WORK.ANY EXISTING MATERIALS 15. CONTRACTOR SHALL ASSIST DELIVERY AND STORAGE OF OWNER SUPPLIED ITEMS, 37d CJ2n8—s street $102 SECOND FLOOR AND ROOF FRAMING PLAN BEFORE COIIMENCNIG WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED MID FINISHES WHICH ARE DAMAGED,SHALL BE REPLACED AS NECESSARY WITH AND DISPOSE OF ANY RESULTING TRASH, Suite 604 CERTIFICATES OF INSURANCE WITH THE OWNE0.AND THE DEPARTMENT OF NEW MATCHING MATERIALS AT THE CONTMCORS OWN COST AND EXPENSE. - BUILDINGS,OBTAN ALL 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO ' Boston,MA 02210 1 FOUNDATION DETAILS REQU RED PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. B. THE CONTRACTOR SHALL DO ALL CUTTING,CHASING,CORE DRILLING,PATCHING INSTALLATION,AND SAMPLES OF ALL MATERIAL AND COLOR/FINISHES FOR T.(617I 422-0962 AND REPAIRING AS REQUIRED TO PERFORM ALL THE WORK THAT MAY BE ARCHITECTS APPROVAL ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT F.(617)422-0962 Al OO BASEMENT PLAN 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING INDICATED ON THE DRAWINGS,MID ALL OTHER WORK THAT MAY BE REQUIRED DOCUMENTS,Contact:Kent DUckham A101 FIRST FLOOR PLAN CONDITIONS AGREE WITH THE INFORMATION SHOWN ON THE DRAWINGS.ANY TO COMPLETE THE JOB.PATCHING SHALL MATCH ADJACENT SYSTEMS, CONFLICTS,OMISSIONS OR DISCREPENCIES SHALL BE BROUGHT TO THE MATERIALS MD FINISHES UNLESS OTHERWISE NOTED. 17. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS,AS APPLICABLE TO THEIR _ A1O2 SECOND FLOOR PLAN ATTENTION OFTHE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCMENT OF CONTRACT,WITH OWNER. S FRUCTURAL - ANY WORIC NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON BEHALF OF THE 9. CONTRACTOR SHALL EMPLY ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE A10J ROOF PLAN - ARCH'CT tEC FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO THOROUGHLY TRMNED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO 18. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT,PRIOR TO FlIJAL PAYMENT, NEGLE CI WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS A201 EXTERIOR ELEVATIONS INSPECTIOON OF EXISTING CONDITIONS. ARE NEEDED FOR PROPER PERFORMANCE OF THE WORK.ALL WORK SHALL OF ALL APPLICABLE CERTIFICATES OF TESTING,INSPECTION,TEMPORARY FINAL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE CERTIFICATE OF OCCUPANCY,COORDINATE WITH OWNER. A2O2 EXTERIOR ELEVATIONS - a, PRIOR TO COMMENCING WORK,ORDERING OF MATERIALS AND SHOP FABRICATION AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE,(PLUMBING, OF ANY MATERIALS,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS ELECTRICAL,ETC(,WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED 19. CONTRACTOR SHALL BE REPONSIBLE FOR ATHOROUGH,PROFESSIONAL A301 BUILDING SECTIONS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPECIES TO THE INSPECTIONS AND SIGN OFFS. CLEANING OF THE ENTIRE FACILITY PRIOR TO OWNER TAKEOVER DATE.ALL ARCHITECT FOR RESOLUTION, EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING,BUT NOT LIMITED CIV H.ISITE SURVEY 5� 10. THESE DRAWING5 ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. TO THE FOLLOWING MUST BE WIPED CLEAN AND FREE OF DINT:WALLS,EXPOSED DRAWINGS INDICATE LOCATION,DIMENSIONS,REFER CT AND TYPICAL DETAIL CONTRACTOR,SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SHALL STRUCTURAL MEMBERS,STAIRS AND RAILINGS,CABINETRY.ALL FLOORS MUST BE f FOR CONSTRLJCN)N MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK MOPPED CLEAN. NECESSMYFOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS,FOR CONDITIONS NOT WHERE THE INFORMATION OCCURS ON THE DRAWINGS. CONTRACTOR TO PROVID ]COPIES OF AS BUILT INFORMATION,OPERATION AND ILLUSTRATED,NOTIFY ARCHITECTS FOR CLARIFICATION AND/OR SIMILAR DETAIL 20, MAINTENANCE MANUALS,E INCLUDING ALL BUILT GUARANTIES AND 11. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND WARRANTIES. 6. THE SCOPE OF WORK INCLUDES ALTERATION TO EXISTING FACILITIES.WORK SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES, WHICH 15 OBVIOUSLY REQUIRED TO BE PERFORMED OR PROVIDE A COMPLETE AND SUBCONTRARORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK 21. CONTRACTOR TO KEEP A SET OF THE MOST CURRENT DRAWINGS ON SITE 47 ALL FINISHED PRODUCT WITHIN THE SCOPE OF WORK,BUT WHICH IS NOT WITH THE WORK OF OTHERS,MID SHALL VERIFY THAT ANY WORK RELATING TO. TIMES. SPECIFICALLY INCLUDED ON THE CONTRACT DOCUMENTS,SHALL BE PERFORMED THEM WHICH MUST BE PROVIDED BY OTHERS,HAS BEEN COMPLETED AND IS CONTRACTOR BY THE CONTRATOR AND BE INCLUDED IN THE BID.CONTRACTOR TO INSPECT AT ADEQUATE PRIOR TO COMMENCING WORK. TIME OF DELIVERY ALL FIXTURES PROVIDED BY OWNER TO INSURE PROPER QUANTITY,THAT ITEMS ME DEFECT FREE,AND MATCH INVOICE.CONTRACTOR 12. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL IIILIIILLLy�����` TO BE RESPONSIBLE FOR INSTALLATION,WHICH MAY INCLUDE BLOCKING, MOUNTED FIXTURES,FINISHES AND EQUIPMENT,AND FOR ALL HANGING SHIMMING,ETC,IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL FIXTURES,BLINDS,ETC. ITEMS SUPPLIED BY OWNER'S WlEDORS MD TO VERIFY THAT ALL MATERIALS x RECEIVED ARE IN ACCORDANCE WITH THE SPECIFICATIONS,HEREIN.MY Is. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER DAMAGED ITEMS OR DISCREPANCIES BETWEEN MATERIALS SPECIFIED AND MANUFACTURERS WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS. - - MATERIALS SHIPPED,SHALL BE REPORTED TO THE ARCHITECT PROMPTLY. - k low rCh3tJG�ICYt &'InGer�tlpr'�m KEtVT DUCKHAM Architects Inc. .74 Cc\ng me Street Suite 604 Boston,MA 02210 - - - - - - Telepholx fi17-1`22-0!).S'2 Facsienik 6174224)9132 _ __ Q O Oste+ville,MA wASHR R 90RACE Ld I-_ �i BATHTelcp)Hxx ,i0ft-120li29fi • «�—4-' KITCHEN ® —kewducklum.m n n n n n n l n n I n u l e l u n n l n il"n iI n IT iN e e e �____ fI n n n��_I 4-IL" n u n u EY61CISE ROOM LAINORY ROOM n n n 1 e 1 1 0'\rn ITii o 7F u n u UP ® 9,Ni00Et CLOSET �____= r--- w :G UN _�; i 'RNL y, ENTRY OVENS OVENS r'' 7i. lL-------------- ti I 1 ' h FRILLY ROOM _ ® DEM 'N+ "UDRDOM P E R M I 'T S`E T ' 11 PANTRY LIVING ROOM I WOW - Q , 05ET- A (�BASEMENT LEVEL DEMOLITION PLAN / Issues eV Oa¢ Dcmpcoa 1 SJGAL.E. 1/e' - /-o' ! ��FIRST FLOOR DEMOLITION PLAN DEMOLITION NOTES — GENERAL I. THESE OEUOUIION OPAMNGS HAVE BUN COMPLIED FROM AVAILABLE INFORMATION NO ARE NOT INTENDED TO EMIT THE SCOPE OF WOW, THE CONTRACTOR MAY ENCOUNTER HIDDEN OR UNCOVERED,CONDITIONS TOT SHW ON THESE DRAWINGS.REQUIRING ADDITION FOR _—-- 1HE COMPLETION OF THIS CONTRACT.THE OTHER DRAWINGS AMID - SPECIFICATIONS.INCLUDING BUT NOT LIMITED TO THE ARCNEEC UM_ _ l LINEN FURrEER rO at ouRNGRE oEAlanq`E REMOV AM AE E I EEE@I T-- --=�F=_ __ 1 i ___= -BATH --..•Y__ �l _ Nauom U/DEIi TH6 CpIIPALT.rt WILL BE ASSUMED THAT THE Cp(IRACIgt aosEr Revisions HAS TFIOROI/OILY INSPECTED SHE SrtE PRIOR ro BIDORNc NO wBFIED ! Numb. 0- DaWipi. THE INFORMATION SUPPLIED TWIN. 2. N CASE OF ANY UNEXPECTED FEED cODEWE6.40M THE AROFIECf ----�1; l .; .,k,N IT! j=� n_ J7F:; ..=n CLOSET PRIOR TO PROCEEDING MIN GORRECTYE MEASURES. _ -I,�=--- Qom' i 1 wl 1 SEE THE TO STATE AND FOR RESPONSIBILITIES.11RE5,RECLINED SAfEfY IIEASIIRES iI •- I I n r 11 l a n e n rtI I RELATIVE 70 SGTE AND LOCAL CODES I�� n MASTER BEDROOM _ 1 n �I n u F T n n is II n u In 1 4. REMOVE AND LEGALLY DISPOSE OF ILL DEBRISMTUR APO ILL O a m REYOVAHE HALL LOSE FINISH PLUMBING S,MOS,LIGHT WND FIYIT AND DPOSFD,ETC.IDE '1 LOOSE FN6H WTEItlNS,ODORS.MMORS,AND PARTITIONS,ETC.IOE11ffED TO BE DELOl151®. S. AS R OFF AND CAP OFF UNUSED UTILITIES PER STAIR AND LO BUILDING CODE AS • REQUIRED � 9 6. WHEN MUST DEMOLISHINGW NF TO ABUTTING EEMNS CARE Ir BE TAKEN TO AVOID DAMAGE TO ABURNG MATERIALS CONTRACTOR SHALL I BE RESPONSIBLE FOR REPAIRS TO ABUTTING MATERIALS DAIM ED O M40 OENp11gN. I' � '::',.----1 i Ch dad HY 7. PREPARE FOR AND PROTECT THE SAFETY AND FUNCTIONING OF ALL DOSING SERVICES TO REMAIN DURING DEMOITION(AND CONSTRUCTION BEDROOM I DI & ID LOUT THE OR ORRUCNRx ON AN i5 ARE VA BE MODIFIED.ARC ITEFRED at CUT '� I wow Mnealt TEE PRIOR NOTIFICATION AND N`PTiwx a THE AAOiIECf. 1 Dellamorte Residence 9. MERE CONCRETE OR wwMn ME 6 RE«IV ED 70 BE OTF FOR ' �gppy 2 SLOPE'S 1588 Main Street NO PNEUMATIC TIC R SEWI.BE HOPE G PLEmEE MEETS,BALL OR WRING. ® : NO PNEUMATIC NNIMEFA OR EENPPRIG NP1111E/T5 MLL BE ALLONED AT TERSE ARFAS UNLESS APPROVED� � West Barnstable, MA 10. fRtOVIOE TEMPORARY BARRICADES OTHER FORMS O'PROTECTION(ADEC TO PROTECT 0 M4R'S POSSESSIONS.OCCUPANTS AND GENERAL PUBLIC FROM w)RY ND TO PROVIDE SAFE PASSAGE TO OCCUPIED PORTIONS nl 111 _ OF THE BOLDING. III (X GSE7 - III I It. PROVIDE SEIDI BRACING OR SUPPORT TO PREVENT MOVEIDn, x�-_____nil .____ --______- _ SETTLEMENT OR COLLAPSE OF STRUCTURE AND WORK TO REYNL I L I 12 WIPLETEY REMOVE ALL ROOF SHINGLES(AIL LAYERS)AND BUILDING PAPER WMl 70 SHEATHING. _ DEMOM �� S - ENTIRE ROOF TOBE RE-SHINGUES LEGEND: DEMOLITION SECOND FLOOR DEMOLITION PLAN EXISTING REI,WN; SCALE-- 1/8' 1V-O' PROTECT WRING CONSTRUCTION - Onwvl45dc Pmico Nmhc. .- 03036 D_I � � nj t „s KI NT DUCK14AM Architects Itac. c= S 374 Congress Succl Suite(604 Mwh ,MA 02210 - - �xj-� I-el.phone x .4 �=c[' 617-422-031:02 Facsu,tile 617 2 --cii T c " •------------------------...---_-.._.---------------------------------- -c>TS cTT ...________ A -4 ` Osltn�ille 1f � . (t :. 3 Telephone i08-4`20-60%. ve'w kcnt iu[khem r m v -, ATTIC iL00R ROUGH `5ri.t• - _________________ ....... .. „ _ - OPENING. r-r r!r (+,••fi'-f+1� ,+.� ./. NEW DOOR • l 'i fry.,5•rr�� ' :.. �� ..,r' ........{�. I .......,y,_-. - - SEE PUN —_ I,...... F-*-�--' -_..,1__F_j__(I°':..'... r';f--1'-�--1 'err .•5r rr-r,•r,,,,+ .� .I'.` _ r'y .__. C ...`::`--T-'._'I .,.., I�: T--•F.. ..-::,..:.',__- I ,•5.,,4,•�d^ ,„ i'-5r,,•4r y+ys I I j -+-• .._,-,. L..._.._-,J--a-i-•{;-.._.....__. V..fy__t - .1 F-�--{ �,�+ .hY,r �r5•.r:' t rr`,+,5,`,44f-rY I. F /..—�.':.. t N t .... �....;...:, '.......:. :'' .., ,.;..------: ...... _ MND�OWDTnHOE .%s,� ;`•f ) ' -T-J �a >• 1 r -r ..__._ .. ,.. ' � � � OPENING FILLED IN - J ...-... •ra--_-_ ,V�rr•r�5,i r - - `V �,•4Y� �—T L+" � �, S:V ,_.._.... � � '.,' t,•rv�--/,/•,�,+r.++�r5r� _ {ham, s {{ '� h SECOND FLOOR ROUGH ,^- NEW WALL OPENING. 'rriYr .••.`-r-rl rr+ -r' %r-r+,•.•h 2 ,-l. 7• 1 _ EL=+(B'-6) SEE PLAN :,...� ''.,%r ,r•-r 5 +r� .4•-r,5,d,5� - \ \ l jv.' .-.,.. .. ., ,',--+•i. r-rr'�r r�r�tr, +� 17~r�.' r CIF - ,..._ ,- •-. :: ..... I :.>.,., :�..,..: � '�. +,',,ter _ .�,� =-rti. ,•5,-ter _ �Il—il` L___J�: . 1-.=.-::..-. �: ...,.. .,...�,._..I .. ..: ...........I I: . . WINDOW TO BE Sll I'll 1� I `__. ■❑ .. `.. .«_ __ - REMOVED 1>• ,-ti. .+,,,•y,LLri, ,y f R I T c ' 11 T I- �_..:... ....-....,.1 ... .. :....... . . . . .- �'rs„'S=:.-- .:-- --r•,�d„CF,?;�� rrr rr-.n .... � - M I . .l _.,_. ,.I . . I .._ �,•.. ER E P I 5 4• -- -•,lyw�,y CC IRSF FLOOR ROUGH 1 j ..I I ,� 5 , t s Issues FRONT ELEVATION DEMOLITION PLAN 7 JLEFT ELEVATION DEMOLITION PLAN SCALE 1/4- - t•-O- U SCALE: 1/4- - 1•-O' - cexT-c, 7 m� ,a Revisions vw,ba aM o�,Pnco {ATTIC FLOOR ROUGH -. - - ----- ---- -- EL._+(1li-Id) / _ . -------------------------------------- f SHINGLES i0 RE I I'T N+ }-•p,i srr•. I r NEW OPENINGS FOR //` J 5 , br,•, 7 �� CO c Y REMOVED WINDOW. 71 + Ty ,•„•„ k'+ mil' - - - r�t.,4. WINDOW AND DOOR i0 �SECONO BOOR ROUGH _ r-4•-(• + '.i.4 5 �,,i�' I .-:.! BE REMOVED AND _ —._.— ".'I WALL FILLED IN YEL._+(e'E) j. I I' .�. �rt,•r '...1 ::, ACCORDINGLY _ b>. I , - l Dellamorte Residence 1 . P:;:r:':.•m;nT I NEW WALL OPENING. I ( I k. SEE PUN - I588 MdID StI eet L----`a ( West Bamstable,MA FIRST FLOOR ROUGH `S — — I I I I l � � n SHINGLES TO BE WINDOW TO BE NEW OPENING FOR ELEVATION DENOLMION REMOVED IN THIS REMOVED AND WALL WINDOW SHINGLES i0 BE AREA ONLY TO BE FILLED IN COMPLULY REMOVED ACCORDINGLY D"�fREAR ELEVATION DEMOLITION PLAN @RIGHT ELEVATION DEMOLITION PLAN D.I�Is .L 1 CONCRETE NOTES KENT DUCKHAM Architects Inc. 1.) DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. DO NOT INSTALL CONCRETE IN - - STANDING WATER.NO CONCRETE SMALL BE INSTALLED WHEN THE OUTDOOR TEMPERATURE IS LESS THAN 32 DEGREES. - - 2.) ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM STRENCHIT OF 4,000 PSI AT THE ' END OF 28 DAYS AND SHALL BE AIR ENTRAINED. ALL INTERIOR CONCRETE SHALL HAVE A .374 Cangrccv Sheet Suitt WS ' MINIMUM STRENGTH OF 3.000 PSI AT THE END OF 28 DAYS. 3.) ALL CONCRETE FOUNDATION WALLS SHALL BE AT LEAST 10 INCHES THINK, Bnclnn,MA 0221E 4.) ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST 48'BELOW TelephwNle fi17�122-09.52 THE ADJACENT IXTEOR GRADE. Fu.imik 617-t224)%.2 5.) ALL FOOTINGS OR BOTTOM RI FOUNDATIONCAPACITY WAILS SHALL BE PLACED ON UNDISTURBED VIRGIN SOIL WITH A MINIMUM BEARING CAPACITY OF 4,00E PSI. 6.) ALL FOUNDATONS SWILL BE FULLY CONNECTED TO THE EXISTING FOUNDATION WALLS Oo—ille.MA WITH }5 REINFORCING DOWELS 12-LONG MINIMUM. WITH AT LEAST 6-DRILLED AND Telephone SLIR-l2(O fi`L9Ci ANCHORED INTO THE EXISTING WALL ALL DOWELS SHALL.BE SPACED 12'O.C. MAXIMUM. ALL NEW CONCRETE FOUNDATIONS SHALL BE POURED MOUND THE DOWELS,AND THEY - SHALL BE RIGIDLY ANCHORED O BOTH N AND EXISTING WALLS. DOWELS SHALL BE wwwAkewd.&hun. DRILLED INTO EXISTING CONCRETE FOUNDATION WALLS AND SET IN NON SHRINK GROUT. 7.) ALL NEW CONCRETE FOUNDATION WALLS SHALL HAVE 2-/5 REINFORCING RODS SET WITH 1 1/2-CONCRETE COVETS BOTH TOP AND BOTTOM OF THE WALL AND RUNNING Aiaiupcnlue CONTINUOUSLY. e.) ALL CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4-THICK AND SHALL HAVE a A CONTINUOUS REINFORCING OF 6.6 10/10 WELDED'WIRE MESH RUNNING IN THE CENTER OF THE SLAB. ALL SLABS ON GRADE SHALL BE OVER A 6 MIL LAYER OF POLYETHYLENE lRRt �� VAPOR BAR RIER AND A CONTINUOUS LAYER OF 6'MINIMUM UNIFORM LAYER OF COMPACTED GRAVEL 9.) DAMP PROOF ALL CONCRETE FOUNDATION WALLS WHEN THERE IS OCCUPIABLE SPACE ON THE INSIDE. USE AN ASPHALTIC FIBRATED MASTIC TROWELED ON. 10.) SEAL AND HARDEN ALL.CONCRETE SLABS ON GRADE AND POWER TROWEL FINISH. 24•-0. PERMIT SET z'-� •-�� z'-2i z'-Tr 4-6} Y-2�' M.O. MAL IX6TNG BULK" A1wwcH 18.2004 - 6• 6 CONK WELL AS KOD r a, ' ----- - ___-- L_ LINE OF CANT/EVERED _ _ BAY ABOVE I _ ------------------- GRAIN Full TER ' 41 ADDITION 1 5103 5103 STORAGE NwMe Dale Des�*iplmo F7E i i I TOP OF WALL TOP OF WALL BASEMENT WIDOW AND 1 I I EL=_2_1� EL--2-1 VWOOW CONC.WELL 1 BEAM POCKET ABOVE,TYP. NEW DOWEL INTO ►M Ezt51 BOTH SEES.SEE DETAIL TOP(f MALL 1 I I slos THIS SHEET FOAM SEARS __�, 1 I I EXERCISE ROOK ROOM D'' _y I �4'CONCRETE SUB W N 616.10/10 WAF ____________ ______ T i OVER 6M POLY VAPOR BARBER ON r — 1 1 COMPACTED GRAVEL TYPICALIL ' Y___________________________________________ 5103 I AN 1 . 1 ______________ _ O } - TAYIf 1 i 6 UK OF GEC(AP01f - .-i 1 OVERHEAD STED. OUT am. ._.I._ BEAK SEE 3101 POCKET I 1 I 5103 0 1 1 T FgMDATION FOR 1 1 BEAM POCKET BEAM SHALL REST ON NEW DOOR _ _ _ 1 i POCKET TO HAW ILIA.1/2 SPACE ON SEES-TOP OF I MNT WTCH EXT. FAML® _ ______—__. Revisions D., 7 1 1 /METAL SH W#Gz, $ I Revisions Da¢ I 5103 T POCKET EL TO BE YLF. I 4 I I YJy.,}� Yyy 1 1 I 5103 i►TOP OF SLAB ., j j Y Y BUESTOIE AND SETTING BED ALLOWANCE OVER 4'CONCRETE SUB WITH 6.6 10/10 WW ON 6- j MOCO STEPS i COMPACTED CRUSHED SR11E. 1 I ELTn OF WALL I I LIP COMPACT SOL INMAU"4'LIFTS W . 1 -- -- - --- - — — NEr 11orE1 wTo E'OOSTK -- — --- I -- -- ---- -- �} ---TOP OF WALL BOTH SIDES SEE DETAIL IF a�Id SI07 TOP(F WALL I EL=-1-1 THIS SHEET by, - 24'-Or Y-fi Y-U' Y-5 EO Dellamorte Residence 1588 Main Street West Barnstable, MA GOING.FOOTING BROW (Tp.) � FOMATM PLAN �FOUNDATION PLAN 1 . Dr vq S,,t 1 AS NOTED - PNjalNumErL , I oXlw ROUGH CARPENTRY <KF.NT DUCKHAi�1 Architects Inc. 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'TIMBER - CONSTRUCTION STANDARDS"-AITG 100. ' 2. WHEN NOT OTHERWISE IDENTIFIED.ALL WOOD BEAMS.JOISTS, RAFTERS, - 374 Congress SlrccL Sui1c 604 HEADERS.STRINGERS,PLATES,AND SILLS SHALL BE SPRUCE PINE FIR y2 374 C,MA 02210 OR BETTER,WITH A MINIMUM Fb=875 PSI(SINGLE USE)AND Fb1000 PSI , (REPETITIVE USE),AND E SHALL BE 1.400,000 PSI OR BETTER. - 3. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR -Telephone 617-422-09.52{ Facsimile • . HEM-FIR.GRADED"STUD"GRADE./2 OR BETTER.4. LVL Fi17-422{19fi`1 BEAMS,AS NOTED ON PLANS,SHALL HAVE A MINIMUM Fb-2800 - OMenille,MA - I,"VERSA-LAM" BY PSIBOI AND Fr-285 PSI.LVL BEAMS SHALL BE 'Telepllnne VER€€S�A�-LAM'BY B015E CASCADE.NO SUBSTITUTIONS WILL BE .508-4`10-Fi`L�Xi SACCUBMItFIE@DUNLESStIfRACT THE ENGINEER SPECIFICALLY APPROVES PRODUCT InI>vA—ulu lisun,rom 5. W000'1"BEAMS SHALL BE'BCI'BY BOISE CASCADE. NO 10. FOR W000 JOIST SPANS UP TO 14 FEET, PROVIDE A SINGLE ROW OF FULL � ' SUBSTITUTIONS WILL 13E ACCEPTED,UNLESS THE ENGINEER SPECIFICALLY DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 FT., - APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD RECOMMENDATIONS FOR BEARING REINFORCING POINTS OF THE SPAN.CUTS, CANTILEVERS. FASTENING,ETC.,SHALL BE STRICTLY ADHERED TO. 11. GABLE-END WALL STUDS IN CATHEDRAL.PARTIAL CATHEDRAL, OR WI HIGH �j5e 1+ CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE 6. PLYWOOD WALL SHEATHING,ROOF SHEATHING, AND ORI SHALL THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED t �<j'�,j�.`�3.'•'-%;`,1`C,J••l� BE APA GRADE.TRADEMARKED C-D INTERIOR WITH EXTERIOR EXTERIOR GLUE. BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED OTHERWISE ON THE s- SUBFLOORI WI NG SHALL BE 31e THICK TONGUE AND GROOVE, AND SHALL BE DRAWINGS.. CLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING- 12 MEMBERS WITHIN BUILT-UP BEAMS. WHETHER MADE OF SAWN OR ROOF SHEATHING SHALL BE 5/8-THICK AND SHALL BE TONGUE AND Jy f{GROOVE OR ALIGNED WITH METAL H CLIPS BETWEEN RAFTERS. WALL ENGINEERED LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. `-`t�,l SHEATHING SHALL BE 1/2-THICK. 13. PROVIDE SIMPSON Hi OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER " v7 1� o.7777 . - I 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, BOTTOM AND IT'S BEARING POINT. AND WHEREVER WOOD 15 WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION. SHALL BE PRESSURE TREATED. 14. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.IN P\, B. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE GIRDERS,BEAMS.OR JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER 'Y OF1AI`Sy CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING THAN 1/5 THE MEMBER DEPTH NOR MORE THAN 2"IN DIAMETER,AND REQUIREMENTS SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE - 9. UNLESS DETAILED OR SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN - - STUDS BENEATH OR OF 2s12.LVL,AND PARALLAM HEADERS AND BEAMS. UNLESS REINFORCED TO MEET STRESS CALCULATIONS. PER MIT S E T WHERE POSTS ARE CALLED OUT AS MULTIPLE Z>i S,SUCH AS 2-2z6.3-2x6, 15. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID MVERTICAL 4-2x6,ETC..ONE 2.SHALL BE POSITIONED AS A KING STUD AND THE 7 U WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH - BALANCE SHALL BE JACK STUDS- LOWER SUPPORT. MATCH UPPER POST SIZE. Issues 2-2K70 N-m- De Oncn;bor. FLUSH RIM JOISTr--- _ - _ ---y PH OPENING TO S' - TO MATCH EXISTING -- - F ------- - -Ez Ef- 3-2a10 -- �- - f - _ _-- BELOW -- --'fI -1 STEEL ONBEAA.I rEXISI NG ,-P.T.2n10 ry .. FOUNDATION WALL LEDGER ' —_- -3 : RCV;s10n5 � STEEL BEAM � / _ Nu bn Dare OexriTuon II ----- --r-- - -- -- .i (SI E S 01 -2. SlM LAR j, - ;i 10 n i O I r OCI T ----- 4 it li II ! !I rnkm ----- - 3-2j4 PT —- ' — Dellamorte Residence RIM 1588 Main Street --- -------------- West Barnstable,MA FIRST FLOOR FRAMING '\FIRST FLOOR FRAMING j I SCALE: 1/4- ------------------ ------- ------- JI - -- — 0,9,E d j 0- 3 1 0 H'Y INFlLL STAIR OPENING KE -1iII —tII,I.�• ii'�I1I—YIIi "TIII �1IIII'TIIII IIIIII II1II 1IIII )�)IIII� _ aAeerN nceh iteJC KHA- M MATCH osnNG cts Inc . -47 4 T 374(onrresSucct Snits604 1 1USn1,MA 02210 t II - --------- • . - V ' ' , ., - A•A1S250 l:' IIII1IIIiI—IIIIIiII IIIiIII I1IIII IIIIiII IIIIIIII II1;IIIII III1iII II1IIIII IIII1III—I1III1.�.-��I•;iIIIItIIII1iI J iiIiIIIIII iIIiIIII1III ii1iIIIIIII 1i;II1�iIII 1 iiI�IiiLL P�,e?Jll�yee/l- ¢`pp,/h hCf �o'o�Gnnee _-_--__--- F r6 17t-4C2 2 -,,0.'' .•9�,4 5!t 2 617-42240962 SOLE PLATE Oslenile,MA i------------ ' .i0t,4209 kea urk AR <.. r J LI --- - RtO.7777 - -- �i6-O.C. •• � 1 I 1 I I I I ; I I 1 , i •. _--__-------- I p I I I I I II II f I I L------------z I :F I � I I� � � I ! I 1 � ____________ II PERMIT SET I I' L J/ I w•c Is.ma< r I I i I I I 1 1 I I I I I III I cawcE 1 / SECOND FLOOR FRAMING Issues 1 r--rr I I i I I I I;i I SCALE: 1/4- - 1'-O• - --. Nwnha Dac Dar-prior I I I I I I I I i I I I i I I 1 l ill ' I I I I I I I - _ L __ _.__ - — ----- Revisions — _ � -- -- h D. o�xnaeo� • ' = - — --- - — \, - ----- -- ! r� — 9 I I I - ----- --- - ----- -- H I II I —_- 2-2m . __ __ _-__ -___ `_ � — I - / tg� 2-200 I r '__ - I � \ Dellamorte R esidence_ ___ _ J _- ______________________7� 1588 Main Street _ ! - LIJ I - ! -------- West Banstab l e,MA -- ---- -- --- _ ----- ---- L � !----1---- ----- ------ SECOND FLOORFRAMING zxo 2-, - LVL ROOF FRAMING r I; —I — --- I' — � D•aw' c Sic .. � •- ROOF FRAMING: L SCALE: 1/4- t•_O' - Pmjm 03036 - -- - - _ -- --- ---- -- -- -- ,I«i S102 - w : h6 STUD WALL I-1/16 VERSARIM9B CONT.RIM 2x6 STUD WAIL . BOARD KENT DUCKHA 34C TrG PLYWOOD SUDFLOOR; RaLla F687 FLOOR VFRS4PoY98 ODNi.PoM 3/4'T4C PLYWOOD SUBROOR GLUED AND SCREWED �a--\ BOARD GLUED AND SCREWED EXIST.STUD WALL ROUC/I FlRSf n00fl 2x6 STUD WALL A r C II 1 t e C t s l n c_ RWfil F%bT fIDOR FOLLOW MNFR.SPECS.FOR TYP. ROUGH FIRST FLOOR EIEV FOLLOW MNFR.SPECS.FOR TYP. LOWER ROUGE FIA AT FAMILY IOI } F1E11. - - BLKG.,SOLID VERTICAL BLKC.AT EIEV p:p ROUGH TILT A7 FAMILY RY ALL POST LOCATIOBLK SOLID N BLKC.AT EIEV-1 SUBFLOOR PLYWOOD 9 - ALL POST LOCATIONS ! Y OF TERRACE . _�LOW4N FIR AT FAMILY RIM TOP Of tERRACE ELEY -IE� ELL1/ 0 6 IIr COX PLYWOOD SNEAIHINC, _I.8EAM JOIST 1/Y CD%PLYWOOD SHEATHING.ALIGN El£V E1'pl BOTTOM EDGE W/E%IS7.- 1'MIN. �fBEAM JOIST 174 CnnKrecc$tree[ Suite fiTT•9 ALIGN BOTiDM EDGE W/EXIST.- _ OVERLAP,SIDING i0 MATCH EXIST. LioSlnn,A[A 011l) 1'MIN. �' DOUBLE PF 2x6 PLATES ALUMINUM iUS10 S - - - EIfY DOUBLE PT 2x6 PLATES - ELEV=-7-1' P.T.2 x 10 SEE St01 I Telephone m WITH EPDM SILL SEALER R . PRESSURE TREATED Racsimilc 617-i22-09J2' (IMF VARIESVARIES L 13 2xi S VATH SILL SEALER 617-'l22"0962' 2 1/6 BARS TOP AND — _ - — , f0'FOUNDATION 2- /!BARS Osfcn-illc,JLl - BOTTOM 11 �_.II.II-L.I- 1J1—�LLI�I. —LILT °. WELL AS REM WALL BEYOND i0P k BOTTOM 7mm nY ALVPNrzEll ANCMOa 11I1%111=11 Ill y—III—III—I -retepho e BOLTS AT 4'0'O.C. iTTI! JO&4`20-62%.RIPAVERS ON SETTING BED AND 4' -IIE1-Jj� �=III=111=I ALUMINUM RUSHING CONCRETE ON!'COMPACTED CRAVE -'-,I,wI_ -�II-I�_� NEW WINDOW,SEE SCHEDULE BACNFILI WITH vN keulducAlwn com AT W000 FRAYING I 11 I 111 II-yU= I- CRUSHED STONE AND COMPACTED FILL IN 4•LIFTS T 1/2'a CALV.ANCHOR MAXIMUM-SLOPE 1'BACK TO FROA I=I� 7LI-I,,-,III �L-L ,+p' BOLTS O 6'-T O.C. ' COMPRESSIBLE FILLER -III- �-J�I ITI-T- - - - - r tp COMPRESSIBLE FILLER i111—llII=ll1 W=1ll W 1-II— -�-I' COMPRESSIBLE FILLER l�(t�j' EXISTING FOUNDATION 1=II I� 11TL I=11� a 2x10 P.T.BLOCKINGTOP OF COW. RIVER ROCK ELEV B. f�- -Ell-(f1=I� 1 aAaMTLL I�—Tell a $ IIIc� 4'PERFORATED S' y ._ - o T. .=�=L11 4 S PVC FOUND _DUNas I�I /4 AT i(r ON 12'x24' !r I I I FOOTING r . -Ti-III CENTER EACH WAY BOTIDY OF FlWT610 2'-p WC...ETEW/6x6 12'CRUSHED STONE —III �1I I— n l 4 PERFORATED EIEY.-11-11 10/10 WWF ON 6 MIL - RIGID INSULATION PVC FOUNDATION ATION V vim. CONC-FOOTING WITH CONT.2X4 POLY VAPOR BARRIER ON DANPPROOFING III=III—III=III-III BELVELD KEYWAY,CENTERED 6'COMPACTED CRUSHED — STONE -�1 =III=1�1 Ll ! " a PERMIT SET. DGER AND FOUNDATION WALL O�2TYLPICAL FOUNDATION WALL MUDSILL FOUNDATION WALL 1` Z BASEMENT WINDOW DETAILS Gy'�AT PORCH .°«a,zoD4 ' —O' U CALE: /4' 1'-0' ALE: Issues 7-1/i6'VERc.ARIM98 CONT.RIM- 2,6 STUD WALL weher TkM Deu:ri 6. BOARD 3/4'T+G PLYWOOD SURRAOR; f101Ki1 FlRS1 FLOOR GLUED AND SCREWED FOLLOW MNFR.SPECS.FOR TYP. TUMBLED CONCRETE PAVERS FLA AT FAMILY RM BLKG.,SOLID VERTICAL BLKG.AT ON Er STONE OUST NOTE.IT ROUND TURNCRAFT ROUGH Etfl I ALL POST LOCATIONS ARCHRET COLUMN TO ROUGH FIRST FLOOR COVER POSST;:SEE ELEVATIONS 1/2 COX PLYWOOD SH ICN - - - ------ ELEV=0'-0 1'-' COPE58LE FER BOTTOM EDGE W/EXISFAHI N —48EAM JOIST 4X SUPPORT COLUMN UP;SEE OVERLAP,SONG 10 MATCH EXIST. TOP OF CMU h SIRUCT.OWGS. — TOP OF CONCRETE ELEV -2'1' 32x 10 REAM T SIMPSON P966 ANCHOR WITH I --- 1/7 OW ANCHOR BLOT GRADE VARIES < Tr7T1=1 1'C F.f C - 1—I NA BEY FOUNDATION WA �i III 1 E11 i LL BEYOND 0 1�1!I-11�I1�1 J'�!1-111� WELL AS RED' _�go� � 64 I!1 11! IIf=I�ii�l�ll=II _ STAIRS BUILT UP WITH CMU BLOCKS III I�IIc!I�III�III� — dL °ON SITE.4'CONCRETE SLAB ON i Ill; I "-I 'I-,h II-1 I NEW WINDOW.SEE SCHEDULE COMPACTED GRAVEL AND COMPACTED - I TIP:. Revisions _ I 'JII II' FILL IN 6•UFTS MAXIMUM. Nutuhq Un. pcwi�Go! I 1 Bo TOM of s Ae - -yL2'd BELOW GRADE 2x10 P.T.BLOCKING Ir� II1 I a SILT SCREEN AND-,"., - 1 11 l !II - CRUSHED STONE BACKFTLL 1p DEEP,22'MOE II ' ff-II '- 1 ( /'PERFORATED PxC IT DAA.CONC.SONOTUBE I ��1 I� FOOTING WITH I ICI ! Z I REINFORCING PER � '--I I z FOUNDATION DUN • '�I�Ir-II r�ir 1 l� llCl! ITI s SPECIFICATIONS. :;111-IE� I — I-111-1I E9 11 to ? FOOTING 50''- BELOW _ - GRADE MINIMUM 1L1- -I1� /4 AT 1p ON IFI II I �!I L I—I CENTER EACH WAY �.ICJ. Blip,= ITI !a I,�I I-�ql -ICII u_ 12'CRUSHED STONE I "10 RIGID INSULATION -II II'-I I iE: Iil�!T�IE ON.IPPROOFINC 1 FOUN Dellamorte Residence ` J BASEMENT WINDOW DETAIL ���FRON�APORCHTEPS AT �J SCALE: 3/4' 1'—O' C> SCALE: 3/4' T'-0' / lCQNC._PIER DETAIL AT PORCH 1588 Main Street West Barnstable,MA FOUNDATION DETAILS D)076 .. 1 ),I?.M I • KENT DUCKHAM. Architects Inc. INDICATES EXISTING 374 Congress Street Suite fiO3 CONSTRUCTION TO y REMAIN;PROTECT Boston,IMA 02210 DURING CONSTRUCTION. AZ02 Telephone 617-4224W.52 INDICATES NEW STUD Facsimile 617-4224)962 WALL CONSTRUCTION; MATCH STUD WIDTH AT Ostemille,i.'IA EXISTING WALLS. Telephone 508-420-6296 %w .kentduckhaln-cnrn - - 24'_0' - �= 7-0' 9'-Y 8'-(Y 9'-0" 14'-0" '-4Ys' N-W y_I>f• 41-B6' R.0. R.0. �7 h 4-W E0. y 4- E.O. E0. - Q(�0, R.0.• R.O. V :. R.O.• R.O. ¢ E. 0. E RELOCATE BOIFR RUE A .7.�z. S � Ei 1 RIALT_RL. U lXJ lxJ O re f o , GRANITE HEARTH EXISTING BATH - MTL FIRE BOX C KITCHEN REF. ® sruvr a d ® a PERMIT SET ENG RO --------- I I A202 .��. dNNG ROM i O ® 1 I ® M.wcH I fl,2004 O II .I ® IT pit' 1] t4*' FAMILY ROOM Z- ® EXISTING _----- A2t01 ISsueS NEW RELOCATE BOILER FLUE LMNG ROOK Numbr Dm d ----- DECK STAIR HALL TO NEW LOCATION ® - 2T OT Q EXISTING i FASTING SIDE DARK! PANTRY ON 4 I EXIST.FIREPLACE ® OE ® ( © STEP ON Revisions 32-K' EL BO' 32-1E' B'-6Y.' -76'I E0.: 47-V E0.� 2-J6' Numb. Du D..cr:, n R.. R.O. R.O. R.O. i R.O. 24'-0' j-8' T•_0• I 3•_6• _ EXISTING GARAGE 38'-dF EXISTING DRIVEWAY Chasid by: A301 - A201 D—al: �fROPOSED FIRST FLOOR PLAN Dellamorte ResidencE SCALE; "' T'-O' 1588 Main Street West Barnstable, MA PROPOSED FIRST FLOOR PLM A D..wg Sde: Proittt Surber. _ -. .. 03036 KENT DUCKHALvt INDIGTES EXISTING Architects Inc. CONSTRUCTION TO DURING CONSTRI.CITON, Ewa DNDHGTES NEW STUD 374 cx.'Vess Street S.uIe 6" WALL CONSTRUCTION: Boston,MA 02210 HATCH STUD WIDTH AT - EXISTING WALLS. . 7'e1cplNHne 517d22-4952 Facsimile 517-42240952 Ostcrvwc,HA - Telephone 508420-5295 GENERAL CONSTRUCTION NOTES: 2 m kentduckham.mm ,. ALL SINGLE DOOR,IAMBS R0.ARE TO BE 4' A2D2 - UNLESS OTT,10W6E NOTED.ALL DOUIU DOORS ...'ARE TO BE aDfr D N CLOSET UNLESS OTHERWISE NOTED A'rT(•L; 2. ALL EXTERIOR WAILS AIZE TO BE 216 WOOD FRAMING AND INTERIOR PARTITIONS ARE TO 2X4 FRAMING UNLESS OTHERWSE NOTED. 1 REFER TO DETAIL 6/A901 FOR ALL COAT CLOSETS,FOR ALL STORAGE CLOSETS.PROVIDE LE 9iPLNIG 5-T N OF O �l r:,•y(fit/ I Sim.a OSEIS PROLE 5-TIERS IC FADE .. . MELAMINE FT1QD SHELVING AND 13LOCKNG AS REM UNLESS OTHERWISE NOTED 4. ALL FINISHBOOR NS AM a3S PLANS 41ALL ALN7 VERIFY IN FIELDHEIGHTS AO r y- •• FLOOR/ROOF STRUCTURE MFYFERS AND VERFY WIN ARCHITECT ,. ------------- PROVIDE AND INSTALL ROUGH PLUMRW FOR FULL �� P E R U I T S E T SHOWER AHD TOW IN BAT"2-COORDINATE -- --�'-A- - - --- . NTH A"7ECf G ALL DMMSIONS ARE ROIIOR FRAMING DIMENSIONS ;i_________________� �_________________ _ MAwcw IS;anon _ NOT FN191 DYFNSIONS T ' STORAGE NUMBERED NOTES: I ' NOTE 1:APPLY 91ODTH PLASTER AT COUNG ' D , I I I 1 1 ' calm ROOM LAUNDRY ROOM t i I CARPET I TILE r 1 Issues O ------------- ---------------O ' '' Nw�dc Daa OccnpOw A301 I __________________________________________ ' S ------------- ' UNE OF DECK ABOIE I 1 TOP OF SUB •1 ElI5RI1G AAB FAMILY ROOMUP . 2A! STUD .7 WALL-HOLD Jr OFF A201 1 ' I 1 UP ' I I .' ' ---_--_-- Revisions ---------------------------L L------------------------------------ — — �; ...,... --- 1 Nivvly Dea DmPdaa ❑Iq by: L - r.—by: R301 PROPOSED BASEMENT FLOOR PLAN Dellamorte Residence 1588 Main Street West Barnstable, MA 2 0_® A201 em.somo . "m � a m-- PROPOSED BASF"T FLOOR PLAN . figm Nlmbc 0703E 1Ltelrn4 Al 0 0 .. 3.IS.Of r r £ t7 • KFNT4DUCKHAM Architects Inc. INDICATES EXISTING '17 Conyress SMLCL Suite FJO,J CONSTRUCTION TO REMAIN: PROTECT nushxl,MA 02210 DURING CONSTRUCTION. Telephone 017122-0952 INDICATES NEW STUD F"acsicrult 6 7-4224)962 WALL CONSTRUCTION; MATCH STUD 'WIDTH AT ()slxnille,MA EXISTING WALLS. Telephone 308-420- TAT xm'w.ken hlu ckham.com . �`�dcef�Aolt •�Y '• F ra„a's Er-ow 26A 3'-0' S 26-1(,' 4'-23fi' 3214 32-1fi 4 216' R.O. R.O. R.O. ff-l" IT SET 2- o O I (� LOCATION RUE �' :�3 ['. ______-___ �5.2U04 'J `Q' '• I^----^-1: BENCH I v j �3 p NASTER m t L7� 1I 1 j b i 3 tl 33� CIOSEf �m� � BOiHR0OU l i I P ON A 14 ,.: 0 B Se o I� ........... n i 1 1 MASTER .I .. BATHROOM 15 VESTIBULE !e ® e OPEN I ntE CARPET G17 pSL I I�I 1 I tl e l I BEDROOM M2Issues e :BWLI. 'e� i S A I , t7 n I GwPE7 i :1�VASHER OR ER I. $ ' N—ba d S � -, i .• O -- amber— Due Descn�mn Y I� .... r� I � IAunDRr RoaM � — A301 L� I ® I A202 �{ ---r •il I A201" _______ o� O I I y MASTER BEDROOM I 11 'Si i STAIR HALL I i S U ;W�--�L— i I c •+ 'I ID ` VRPEi �' 1A000 �I �� I i of 3 C I DENON I WOOD 1 4 SLOPE �--`, — _ . I Revisions Nw,La Due rx��\� MN LbVI L EDGE $ ------------- -------------------------------- I I I3 I i j 2 216' 421g 2'-2W 7 22-)6 R.O. i 24'-0' Y-)r I, ' Y-IOY.' 13'-a'S' 5'.9S 2'-, EXIST. EXIST. -- Che by: II D.4nu Ly: I ; i A701 A201 I Dellamorte Residence ---- 1588 Main Street West Barnstable,MA PROPOSED SECOND FLOOR PLAN SGILE: 1/4' 1'-0' PROPOSED SECOND FLOOR PLAN Dn..ing 4vlc .. . � Pmial Vvmhr. 05036 -- — — -- ---'— ---- - --------------- -------------- nv�3;,e�c A 10 "KF.NT DUCK HAM , Architects Inc. INDICATES EXISTING 374 Congress Street Suite 604_ CONSTRUCTION TO REMAIN: PROTECT nostnn,MA 02210 DURING CONSTRUCTION. Telephone 617 422-0952 .. INDICATES NEW STUD Facsunile 617-4224)962 WALL CONSTRUCTION: MATCH STUD WIDTH AT Uslerville,MA EXISTING WALLS. Telephone ,508-420-67-96 tvww•.kcntduckham a jj Aza II -------=------------ a J�J PERMIT SET I I i 4crrb 15.200. ZIA SLOPE i i I I SLOPE ` SLOPE t Issues I AZOt T \'-b. Doe fMaiP- ---------- OP, , abI SLOPE'S °4 i SLOPE E SLOPE SLOPE - I I I______- I v. r______-____ __—____ z m Revisions N—be Due D—iprion i I oI Cb.iA by: -- 0.".by C)fPR0P0,SED ROOF PLANDellamorte Residence _E: /+' — t'-o- 1588 Main Street West Barnstable,MA PROPOSED ROOF PUN Pmjxl\�hr. mole -- _- ---_ - ---- - ---- Dale hum A103 KENT DUCKHAIM Architects Inc t",—Jam .174 Congrem Street Suite 604 Boston,MA 02210 1X8JIROSIO Telephone Facsimile 617-422.0952 - 617-4224)962 Ostecville,MA Telephone SOS-420-6296 ww .kentducMmmcom _I$ATTIC FLOOR ROUGH E —.—.—. —.—.—.—.—.—.—._ s ism h ROEL.UGH+HFPO _ _ _ D = —. .—.—.—.—.—.—._ ALIGN WITH fH EXIST. EXIST,(VLF.) J -;�J��. • , 'J +/S" I ,1• y,_ t /SECOND FLOOR ROUGH .—.—.—.—. — —.—.—...— _. —.—.—.—.—.—. A ROUCH HEAD _ - ALIGN WITH EXIST.(V.I.F.) -- PERMIT SET I-LIE. I I MpICF1 t5,200+ h FIRSf FLOOR ROUGH PROPOSED FRONT ELEVATION Issues SCALE: 1/4" 1'—O' %S=b. D. Dmripfim I 0.}OI t2 BROSCO!HPRL t,6 . tOD 12 ReNisions ,OD N=ba Daze Description AATTIC BOOR ROUGH I - QEL=+(;6'-t0') .—.—.—.—.—.—.—.—. — — —.—. ATTIC,FL00R RCUGHh — — EL._+(t 6'-IO') .—.—.—.—.— —.--— — — — — — —. ROUGH HEAD - :�❑ ❑ III . EL= +(t5�t/Yj �TOP OF ', I i'I ' ❑ I I I J�SECOND FLOOR ROUGH — —,—. _.—.—__ SECOND FI-OOR ROUGH — _ " ROUGH HEAD — — -: i i "� I EL = +(8'-6') C6ected by: ❑I ❑ ❑ -- f ' t� I ' ROUGH HEAD h o a Dellamorte Residence 0 0 o I o D 15M Main Street FIRST FLOOR ROUGH .I. — © West Bamstable,MA EL._(0'-O) II Ili I� I I : I_ — — — _ — —. — —.— —.—. FIRST FLOOR DOUGH EL 15 AIAILY LOC.I F FAN Y R OM L-VE EXTERIOR ELEVATIONS },TOP OF LOWERED SLAB � 'L -(B'Y') —._. —.— _ _ _—_.___ ____ _ t .— —.—._.—.—.—.—.—.—.—.—.— —._.—.—.—.—.— — _ — —.— TOP OF LOWERED SLABiI - EL=.(g•.7-) V e , D—ing Sae: PROPOSED LEI-7 ELEVATION SCALE: 1/4" r 1•—O" �. N.Number: . 03036 -- Da.6.ed �4201 j 3.I}.04 z KENT DUCKHAIM A301 ' Architects Inc. TOP OF RIDGE EL= +(2J'-01d)+ - .— —.—._ ,_.I_ —._._._._._._._._ All Congress Street Suite 604 Boston,MA 02210 Telephone 617-M-09.52 r 12 t2 Facsimile 617_M4)962 Q10 Q10 ® Osterville,. Telephone i0A-Afi296 ROUGH HEAD EL._+( EXIST. www.kentduck)tain co® WTiH ALIGN E%IS1.(W.F.) I � r►TOP OF WPLL �'EL. +(12'-}37a"".)—b _._._._ — _ _ ._ _ _ — _ _ —. _ _._.—._._.—..._._._.—._._._ 5.T3 SS"�F•4 ^. T .. TL Alro-IcSECOND 2FLOOR ROUGH " ' A , EL. $It i ROUGH HEAD Sa- e:'. •_ .. EL=+(6-IT) ALIGN WITH EXIST.(V.I,F.) $y ` jI J, 11 11 1yr a n'y" u I' FIR51 FLOOR ROUGH PERMIT SET � � I. II I El._(0'-0) — LJ FIR AT FA I Y R — Martn 15,2004. 1 TOP OF E%ISTING SLAB — — — — _ — — — — — _ _ _ — — _ — — — — .—._. _ _ _ _ _ _ — — — _ h TOP OF LOWERED SLAB - Issues ________________________ ___________________________ _-(1°'-Y) Numba Dam Desa�poao 0i PROPOSED RER ELEVATION ' I SCALE: 1/4" >• 1'A—O" - 1 A:01 Revisions Nnmber Dam Ocniprim 12 10� .—._ _.—.—._._._._._._._ _ :. — _ _ _ _ _ — _._.—.—._._,_._.— —._._. .—:.: :. ... _._.—.—.—. ._.—.—.—.—.—.—.—.—.—.—.—.—.—._._ _- ATT.0 BOOR ROUCH� .. EL=+(16''- _.— — — — — — Y ROUGH am) - o io : 0 0 o a by: —.. . _—.... DrD.- ROUGH OE D 11 It Residence a - - - - - - - - - - - - - - EL.=c6 D 2 •P a amo a a H O 1588 Main Street _ . . West&uwtab e,1 MA IF . _ _ F,RS1 FELO-.R-R(oUH 1 l ),t . EXTERIOR ELEVATIONS' SUBLf�EI FLOOR ROUCHi I- — — — _ _.---.—.—._.—.—.—.—.—._.—.—.—.—.—.._.—._.—.—._._._._.—._.—._.— —._._._.— —._._._.— _ —._.— _._._ —._._ —.—.—._,_._.—._._._.— — _ —._._.— - TOP CF SLa9h I Dvvmg&.lc Ihq.•tt Number. PROPOSED RIGHT ELEVATION a F LDAEREo s Dare IsauN: J1$O A202 `KI'NT DLJCKHAI�i r; Architects. Inc. I I 374 Congress Street SuiLe 604 Ruxmn,MA 02210 '1•elephone 617.422-0952 FacsimileL I=&�� 617-42240962 10 ROULHHFAD - --,—,—•—,—,—•—•—, —,—.—.—'—'— .—. ..... UsLen'ille,MA . DEL.+(15'-4') '_'_'_ _'_'_' '_'—'—'_'_'_'_'_'_'_'_'_'_'— . ALIGN WITH EXIST.(V.LE.) Teleplmne SOP,W"fiLM MASTER BEDROOM b_ WASTER BATHROOM sn—kew hl:kllam.c(— SECOND FLOOR ROUGH C7, .w• EL ROUGH HEAD _ _ _ _ _ _ _ _ LY ��} `,T.•-,'. ALIGN WITH EXIST.(V.I.F.) T DINING ROOM I FAMILY R00 I STAIR HALL 3 BEYOND I BEYOND I I I SI03 FIRST fL00R ROUGH n(� vi — — — — _ SET _ I._._.—._._.—._._._. .._._._ �LOWERED ROUGH FLR AT fIA11LY R4 I � _ L I Ems=-(I'IT) i i ��I I 1 I I j 1 II 1 I 1 2004 - 1 f _ i }\TOP OF EXISTING SUB Y _I_ _ _ _ _ _ I r'' J\TOP OF LOWERED SLAB — — _ �_ — {• T.._ Issues .. ... - .wn s escnlmon 0'��CROSS,,SECTION — -- — h TOP.OF+(12'-RIDGE11 W) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EL —._._._._.—._.—.—._._ .—._._.—._.—._.—._._.—._._._._._._._. iI II I II A TOP OF RAFTER COLLAR RE I I j II 4 EL..+(19'-8•) ._._._._._.—._._._.—._.—.—._._._1_.—._._._._._._ . J. .�.—� ����._III �L JL�I Al JL� �I. •. ��.�. � V V _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y ,' II �CJ01 ATTIC PLOOR ROUGH ._.—._ _._._._._._._._._._.—.—. ¢ —. �i I� �i 11 II II �\\ Revisionshu Ikxo can B. ROUGH HEAD _._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ _ — _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _.— _ — _ — — _ _ _ — _ _ —._—EL +(14-J) ALIGN WITH I I F TOP OF WALL WASTER BEDROOM BEDROOM(2 LAUNDRY ROOM DEN CLOSET BEDROOM#I SECOND FLOOR ROUGH YEL.= +(B'-6) .—.—.—._._._._._ ,_._._._._._._._. _ —�t— h ROUGH HEAD —_ — Ch�saG by: ALGN WITH EXIST.(V.Lf.) by: I!. FAMIL'W ROOM DINING ROOM KITCHEN LIVING ROOM I 1 - sZ03 s 03 Dellamorte Residence S103 SID3 I:- ---FIRST FLOOR ROUGH 1588 Main Street II —I— — West Barnstable,MAL III ly _ _._._._ _ yr c•: 4.- � -cm-..-., c -a -s,�X rc ,Y- cs — i Y., C h LOWERED ROUGH FIR AT FANILY RM/ __� �. ,c r,�,.,y,V'.',T'i:,:'va� '.-• - r , .n .4 ._. —.—._.—. ._._ _ .—. _.— —._ _._._._._._ ._ —._._.- 1 I T r i LI I I 4 f EXERCISE ROOM MECHANICAL ROOK FAMILY BOON 1 F r - BUILDING SECTIONS '4 FOUNDATION UNOERPINING TOP OF EXISTING STAR _ _ _ _ _ _ _ _ _ AS REO'D;SEE 5100 DEL...(g.Y) ._._._._._ T—.,. — TOP OF LOWERED SUB _ _ .� _ _ DrrN,n 0036 1 LONGITUDINAL SECTION -- L SG _ 1 _o. 01 TOP FNDN AT EL.45.46' SYSTEM PROFILE ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) ASSESSORS MAP 197 PARCEL 21 ZONING DISTRICT: RF 42.8 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM ' I YARD SETBACKS: EXISTING D'BOX. CONFIRM INVERT ELEVATIONS AND ) Focus FRONT = 30 \14�266 * r- PROVIDE GRAVITY FLOW BETWEEN NEW SEPTIC TANKSIDE = 15' PROPOSED 1500 AND O'BOX REAR = 15' 40.85' GALLON SEPTIC TANK (H- 10 ) GAS o0 40.13't TO EXISTING LEACHING FIELD 3 1 BAFFLE FLOOD ZONE: C 40. MIN (EXIST) PARKER R0 ELEVATIONS APPROX. NGVD ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) SEPTIC SYSTEM AS PER DEP DEPTH OF FLOW = 4' MIN INSPECTION REPORT PERFORMED 1998 TEE SIZES: ( 1 % SLOPE) a INLET DEPTH = 10" OUTLET DEPTH 14 >>s LOCATION MAP NITS FOUNDATION— 58' SEPTIC TANK 16' D' BOX *THE INSTALLER SHALL VERIFY THE �� v LOCATIONS OF ALL UTILITIES AND ALL �, o BUILDING SEWER OUTLETS AND ELEVATIONS j PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM25 c' Z LOT AREA t' 50,700t SO. FT. - Ix� �IDrk O$ ca EXIST. 1000 GREEN GAL. SEPTIC HOUSE 34 TANK (PUMP AND IST. LEACH FIELD 01 REMOVE) �s O. XIST. \ PAVED GARAG DRIVE // e���e, �� \�tk�' o 10 PROP o/ DECK slow PLAN r� � � � / / M - - PROP. PROP. 1500 GAL. /^ SEPTIC TANK OF ADD'N. co NOTE: FILL WILL BE Q Q r' �}' I (� REQUIRED TO PROVIDE MIN. 15.8 8 , R `-' V T E V A p, 9" COVER OVER TANK o IN THE TOWN OF: DWELL.X !� (WESTyi BARNSTABLE PREPARED FOR: JAM ES DELLAMORTE APPROX. LOCATION SEWER LINE (RE-ROUTE AS SHOWN, TO NEW 30 0 30 60 90 1500 GAL. SEPTIC TANK) O � O BENCHMARK: USE CORNER OF 1" = 30' MARCH 17, 2004 CONCRETE BULKHEAD AT EL. 44.8' SCALE: DATE: 9 off 508-362-4541 fox 508 362-9880 FI OF N6. SH OF MgsS9 o`er cti� c - down cope engineering, i ARNE H.nc, o� OJALA m AR{NE yG� CIVIL OJAhA CIVIL ENGINEERS No. 3079 01 g 8 LAND SURVEYORS s� J8 lk G �0 I� � ( 1 S� E NQ$ RV��A �� �3-3�7 939 vain st, yarrnouth, rya 02675 NAL A NE H. OJA .E., P.L.S. DATE TOP FNDN AT EL.45.46' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ASSESSORS MAP 197 PARCEL 21 ZONING DISTRICT: RF 4.:' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM YARD SETBACKS: -I EXISTING D'BOX. CONFIRM INVERT ELEVATIONS AND FRONT = 30' \142�.66`* PROVIDE GRAV'TY FLOW BETWEEN NEW SEPTIC TANK Locus SIDE = 15 PROPOSED 1500 AND D'BOX REAR = 15' GALLON SEPTIC 4-0 6' 64 4 ..85 TANK (H- 10 ) GAS ' TO EXISTING LEACHING FIELD 13== 40.13 f 3 FLOOD ZONE: C MIN BAFFLE 40 IS) RO• ELEVATIONS APPROX. NGVD ( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL ppRKER COMPACTION. (15.221 [2]) SEPTIC SYSTEM AS PER DEP DEPTH OF FLOW = 4' MIN INSPECTION REPORT PERFORMED 1998 TEE SIZES: ( 1 % SLOPE) a INLET DEPTH = 10" OUTLET DEPTH 14" >>p LOCATION MAP NTS FOUNDATION— 58' SEPTIC TANK 16' D' BOX gyp. *THE INSTALLER SHALL VERIFY THE N LOCATIONS OF ALL UTILITIES AND ALL 'L�6 BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF <v SEPTIC SYSTEM �4 AZ_ CV LOT AREA 50,700f SQ. FT. EXIST. 1000 GREEN GAL. SEPTIC HOUSE 34 TANK J (PUMP AND IST. LEACH FIELD 0" REMOVE) �S O. A \ M XIST. PAVED GARAG DRIVE VO of M SITE .:PLAN PROP. PROP. 1500 GAL. �1 ^ SEPTIC TANK OF ADD'N. co NOTE: FILL WILL BE REQUIRED TO PROVIDE MIN. < 15 8 8 `;'` ROUTE 6 A 9" COVER OVER TANK tix IN THE TOWN OF: EXIST. �� DWELL. '60- (WEST) BARN STABLE PREPARED FOR: JAMES DELLAMORTE APPROX. LOCATION SEWER LINE (RE-ROUTE AS SHOWN, TO NEW - 30 0 30 60 90 t' 7C3 1500 GAL. SEPTIC TANK) 4 O � O C', N BENCHMARK: USE CORNER OF _ CONCRETE BULKHEAD AT EL. 44.8' SCALE: 1 30 DATE: MARCH 17, 2004 rn off 508-362-4541 fox 508 362-9880 tiP�TH OF�AqSIT4, SN OF Af4 down cape engineering, Inc. U�° 0 JA� y�� A H. CIVIL OJALA CIVIL ENGINEERS No. 3079 o g g LAND SURVEYDRS �� is TES � "P° �n ssi NAL 1r G Np 6 RVti'�Q� 03-387 939 vain st. yarrnouth, rya 02675 A NE H. OJA , .E., P.L.S. DATE SYSTEM EM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. M IS APPROXIMATE NGVD SYSTEM DESIGN. PROVIDE IF NECESSARY (NOT TO SCALE) 1. DATU 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE -CONCRETE COVERS TO WITHIN 3' GRADE 2' PEAST❑NE OR GE❑TEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE X 99• V. GARBAGE DISPOSER IS NOT ALLOWED TOP FOUND. EL 45.5' EXIST, SPOT ELEV. FILTER FABRIC OVER STONE 99 PR❑POSED CONTOUR \ 35.0' MINIMUM .75' OF COVER 0 27.0' 29' SLOPE REQUIRED OVER SYSTEMF27.513. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �- DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD OVER PRECAST Q PER 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PRECAST H-10 BLOCKS OR o Rol (98.4] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW RISERS (TYP.) OWNER) PRECAST RISERS TO BE AASHO H-M Locus TH1 4'SCH40 PVC 34.0'f 4'0SCH40 PVC H-10 TOP SYSTEM EL. 24,3' v , PIPES LEVEL 1ST 2' MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. ergo TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 ENDS COMPONENTS INV'S EL, 23,5' [-4' Wo erg e CTYPJ SIDES Roo Loy *EXISTING S a 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH porker **RE-USE 1500 GAL. SEPTIC TANK io' EXISTING 14• ➢o�o�o� • Park 2� SLOPE OF GROUND 1500 GAL H-10 °°°°°° 310 CMR 15.000 (TITLE V.) EXISTING TEE TEE ��0� ��00 ���� 0 ���0 0 0 0 o SEPTIC TANK 32.6 u u u 6' MIN. SUMP °o°o°o°o �������Q�Q�O °o°o°o°o 0 0 0 0 0 • o ° ° 0 ° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 4' UQ. LEVEL ° °o°0°0°0°0°0 0° 12' MIN INT. DIM. '°°°°°°°° = = _ _ _ _ _ _ _ _ _ _ _ o = °°°°°°°° 0 0 0 0 0 0 o a o 0 0 0 �� UTILITY POLE LEACHING: ACME OR EQUAL GAS HAFFL 0 00^0^0 imi c° N ,o°o°o°o° aa�aa00aDaa ���������DO ;0000000o BE USED FOR LOT LINE STAKING OR ANY OTHER ° 0 0 ° ��aaaaooaoo aa����oo ° ° - , o O ° O �I�I� O ° 0000 FIRE HYDRANT SIDES: 2 (33.5 + 12.8) 2 (.74) - 137 GPD ;.: . . ;°o°oMo °0000 PURPOSE. Gage c 23.8 23.63 °° °° ° NOTE: NOT ALL sYM80ls MAY APPEAR IN DRAWING BOTTOM 33.5 x 12.8 (.74) = 317 GPD Pond EL. 21,5' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. i H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST � 3 �� TOTAL: 613 S.F. 454 GPD DEPTH OF FLOW = 4' 3/4'-1-1/2' DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSI❑NS TO OUTSIDE OF STONE� 33.5' X 12.83' 3 500 GAL. LEACHING CHAMBERS ACME OR EQUAL INLET DEPTH = 10„ COMPACTION. (15.221 [2J) PERMISSION OBTAINED FROM BOARD OF HEALTH. ( ) WEEPING. G.W. EL. 16.5' CIN AREA) TRUE ADJ. G.W. EL. 7.4' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE USE WITH 4 STONE ALL AROUND OUTLET DEPTH = 14 ~ LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM (6•9 X SLOPE) ( 1 SLOPE) PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD .OF HEALTH FOUNDATION-EXISTING SEPTIC TANK 127 D' BOX 15' LEACHING LEACHING FACILITY. ASSESSORS MAP 197 PARCEL 21 FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN AP OVERLAY DISTRICT REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. I i I v \ EXIST. WELL / \\ (#1578 \\\ TEST HOLE LOGS \ , I / \ , ENGINEER. DAVID FLAHERTY, R.S., SE2755 EINGINEER: DAVID FLAHERTY, R.S., SE2755 DONNA MIORANDI, R.S. WITNESS: DON DESMARAIS, R.S. WITNESS: JUNE 16, 2008 DATE: JULY 25, 2008 DATE: N� /' PIERC. RATE = N/A PERC. RATE _ < 2 MIN/INCH CILASS N/A SOILS P# 12206 CLASS I SOILS P# 12300 1 1 / ELEV. ELEV. ELEV. ELEV. ELEV. 0" 27.0' 0" 32.0' 0" 28.0' 0» 1A 27.0' 0" 27.0' O I //X2 AA /LS /LSS ��S/ /LS / » - C.,/ /10YR 5/2 11„ 1OYR 5/2 - 12" 1OYR 5/2 14 0 /2 1 1� R 3/2 - i B B n _ B B a 8 ESL II\ 1 / S /iS /LS 28 2.5Y 8/4 24.7' 28„ 2.5Y 8/4 24.7' \ I.P. q\`�\ �so' Toq �l 280' 10YR 6/6 24.7' 27" 10YR 6/6 29.7' 30" 1OYR 6/6 25.5' /C1 �C1 SILT CLAY LOAM SILT CLAY LOAM./ _ - LOT AREA C1 C1 �, 5BG 7 1/ ' , 228 / 8 0 226" 5BG 7/1� 8.2 \ 11 - 50,70Of SQ. FT. MIS I \ 3 01 / / C2 \ I I \ 1 ± BENCHMARK: CENTERLINE 2° C MS / /C2 // 2.5Y 7/3 SILTY CLAY/ SILTY AY \ I I \ \ I N END OF JUNGLE GYM (ON / �j CLAY/ \ 1 I GROUND) AT EL. 26.6 / � 2.5Y 7/3 5BG 4/1 5BG 4/1 / ��' �. c�� WEEPING G.W. II 57" 27.2' 72" ADJ. G.W. 7.4' ADJ. G.W. 7.4' \ �� SILT LOAM 22.0 C2 / i 74 21 .8 252 0/ W. 6.0 252 �� 6:0' SILT LOAMG.W. �. 5BG 7 1 / , I \ 5BG 7 1 5.0 \s �-. / C2 264 I 263 5.1\ \ \9 I CRABAPPLE TREE \\ "�� 's » WEEPING G.W. WEEPING G.W. I jG��W e \ I \ I -------------- C3 MCS MCS I \ � � \ \\ �. �- _moo. A 126 - 16.5 60" 27.0' SILT �� SIEVE C3 s 144" 15.10' 144" 00/ 20.0' 132" 5BG 7/1 17.0' 312" 2.5Y 7/4 1 .0' 312" 2.5Y 7/4 1 .0' ,� O �2'1 O l\Cotolpo\ \\ 1 \\ II /\ /` EXIST. \ 3 FIELD 1ST. \ D� 5' REMOVAL OF UNSUITABLE SOIL REQUIRED = UNSUITABLE SOiL J / / EXIST. SEPTIC GARAGE s / I PER DESIGN ---- \ ��I / \ / PLAN BY i^ \ o �� co AROUND PERIMETER OF LEACHING FACILITY, \ \ rL SP DOWN TO SUITABLE SOIL LAYER. REPLACE MCENTEE \ \ o+ WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) ENGINEER TO CERTIFY REMOVAL TITLE 5 ITE rmo"'LAN / H_1 LINED 0 \\ PAT1 ° v OF tia•�. II /' 1 ���I f 'r °° \\ WBS.LL WELL INFO DW-252 ZONE- A " \ DATE- ULY 2008 15�� ROUTE VA EXIST. DWELL. APPROX. \ READINIG- 47.3 WEST BARNSTABLE MA / LOCATION OF EXIST\ SLOG. ADJUSYMENT- 1.4 EXIST. 1500 \ OVE EXISFING/ _ I IST. HE GAL. \(ING AR9A / o I M / j I SEPTIC TANK 1 & SEE7D C'ti/ity Po/e-/ \ EXIST. WELL I \ PREPARED FOR 1 II GAS LINE AREA co YJEU JAMES & NATALIE DELLA MORTE S wick I locustTO ABU•�R I $o•�� � I .N \\ O I [pcust \ lslond I ° N O BENCHMARK: USE CORNER OF I - . CONCRETE BULKHEAD AT EL. 44.8' I AUGUST 4, 2008 AUGUST 17, 2009 (UPDATED NOTES) L I i II 1 EXIST. WELL j ���\��OF MAssq ��p��H OF Mgs' , „ 'O' end 1 I t� DANIEL oyG o`er D�ANIELA. Oy A. OJALA Scale: 1 = 30' 1 OJAL A 6a�e o 1 EXIST. DWELL. I q No.40980h of CIVIL cn 0 15 30 45 60 75 FEET Nco.46502 \1 0= \ \ I Q SURVE��� S llpN T- Cs\ 7 100) ` off 508-362-4541 ZHOFMgsS \� MAss� fax 508-362-9880 DANdownca e.com DAN{E?LA. �N �� A. down cape engineefin , //!C. U OCVVIL ' OJALA g \ \ \ 502 No,40980 C%V%/ enq%neerS 18_ a land surveyors /QUA � e�'� , . : %f 17/a� / 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE#03-387 03-387-SP_2008.DWG