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2576 MAIN ST./RTE 6A(BARN.) - Health
2576 MAIN ST./RT.6, BARNSTABLE A=258.002 Al R v • f � t' - .. _ r _ miPji e + a , a i LL 1 Philbrook Eng. M Const. 107 Beach Street COL.. 1,.4()0q-rt Denniu, FAA 02638 ?. s - 41 is 1 F ►: Thinkiing that we strip across front of garage just below the top wall plates and install a continuous I � 1.75"x 14" LVL screwed to the top plates and each stud w/ 3 ea 4 Timber-lok screws. Our joists can be 9 in bearing contact and we can hold the LVL up very 'I ' # ` { $ ` WV` - 21 If Z high and hopefully clear the door operator. This is to ; 14 T 5 ,6i i 5 8v jl supplement whatever is already there. Can it fit or do we need to reduce to 11.875". Doublin won't (I % --� �- I►', ��•�e I _ T 9 I help as it it too eccentric ,1 ; i ZI At the knee-walls screw the wall plates = �� ►�jam{ to the 1" sub-floor w/ 2-1/2" screws staggered 8" o/c • ° f 1. r 't ,r 1 ��� ! ; t .I 1 L. I So �- ?? - The new joists were going to sit up on the wall plate. IF we head them off then they get pulled way back and the header becomes a beam across the 23 1: { space - not what we wanted. l (l( I E I f ; I(1`r L AL i 1._ 1_ , _, Ir �,r �Lr a .. r�Li____4 Z1 TG.tlLLL IFG rt;Ce Dc�c�r y i,lJ 11 �? - 4' 12'1'A 1 11 UATEr . I TOWN OF BARNSTABLE LOCATION �S_7& I-�64 e ��a 6��SEWAGE# VILLAGE �i Z►.cr a.1t4KLLF- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. rDZ,�C�lesti— SEPTIC TANK CAPACITY =k-W 4A LEACHING FACILITY: (type) �Z-L' e_1+ (size) AC IO�J LK NO.OF BEDROOMS 77 OWNER r�e4 L PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ar I Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 44 Ar Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) h1 1 1A' Feet FURNISHED BY ,,,sue• � ' t h� z ., I No. ( .�.c Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(k1 Abandon( ) ❑Complete System 'Individual Components Location Address or Lot No.,as 94 Cx1' -I-A Owner's.Name, dress,and Tel.No. zc)Lsw ,t�i nt—p�/,r�'sNnec Assessor's Map/Parcel Q516 a_ p 1366 r3� �•W, Mr-t-Aj 0--texu° CkP4ss- Installer's Name,Address,anfi Tel.No.S&R• 9377 Designer's Name,Address,and Tel.No. v o$-3Go2-SLS y� Qor�v�cs1�-i Co(r�s t +'ot�,2xrc SISTix�vS rfry st LeYyArAoos5 02493 1a O_A4 S Type of Building: _ Dwelling No.of Bedrooms Lot Size s' 712q.ft. Garbage Grinder(� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) r)1�0 gpd Design flow provided gpd Plan Date yu12 1"3, oZQ_ Number of sheets Revision Date //�� Igi, Title QAO cA - R Size of Septic Tank�Qec*11 ¢-e,0sft'Y,4 (5t� Type of S.A.S. E - 11 -S'c�0 �', Description of Soil �o a Nature of Repairs or Alterations(Answer when applicable)� cad Q o7�SOq do 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 Environmenta e�anctto place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date Sign d Application Approved by Date I/ I Z Application Disapproved by Date for the following reasons Permit No. 2 o( Z. - Date Issued ( l J I >r NO. 0 `( a , Fee l - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS , application for -Disposal 6pStem Construction Permit tir Application for a Permit to Construct( ) Repair( ) Upgrade(k1 Abandon( ) ❑Complete System k1ndividual Components Location Address or Lot No. ,?$9(o A[yi k (.A wner.'s Name,Address,and Tel.No. `Yak-/BLS GCct C n5lraa`�t 1�1A �i�5 S.��li {-LE1r r5'4 it'C' lsl <?��,�ijJICY/� Assessors Map/Parcel Q,gL2_ Installer's Name,Address,an Tel.No.J'OTs•7 0/-9399 Designer's Name,Address,and Tel.No. 436r-61C,fF-► CC>A& rru[:�;on,Sr7c • �1s zrxlvsFrf mod'• x>wn' PC6--051n 'ka CAca C Milk , MA, QaG t �(G i r Jt r�. G7 Co r1 S Type of Building: Dwelling No.of Bedrooms 9 Lot Size S, r�9 4CA44sq.ft. Garbage Grinder( cam Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) goo gpd Design flow provided 11 �^ ct gpd Plan Date 'S,w\e 131 Number of sheets Revision Date ///a Title I a !l it o C�i«e (d C!Z S 3L ty'�t c n, �l 1�i)D l �y /"1�,91Y.1.P Cc >iKF 47 Size of Septic Tank C �( 4-e 15cr;,,t^Type of S.A.S. f i elr,j - !i -5-uU ire C Description of Soil_5a o • J Nature of Repairs or Alterations(Answer when applicable)�C nS�az(rf 0ey' a i ,� � �-�� i� r,ec, ed exisk -•- QC.•L". A ++�'1� ( �l E 1 tv .CYL.k' 1t n. /) CA � —_R . 10,bl jN h Je-: �ti S 1S,�rz i nl f , J11 n 40 Date last inspected: q 0 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on=sit` a sewage disposal system in -0-001 accordance with the provisions of Title 5 of the Environmental -oae an of to place the se ystemdn operation un Certificate of Compliance has been issued by this Board of Health. Sign d '`""`---- Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. G r ? y Date Issued t fI-------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance N THIS S TO CERTIFY,that the On j-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(N) Abandoned( )by '(7or �i L"nns C 7�1nvi ,,..LnC at $ (o > C}[t ��!Q1 rr, 0._ w jias been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.),.U 0-3eV dated I t Installer ,'Yx-61sA (-an%_ -rLX �i©Tl . ,1,»C• Designer K)ILO(l Or,� i::M Znc #bedrooms Approved design flow /�)w I gpd The issuance of this permit shall not be c9nstrued as a guarantee that the sys em wile ion designed. Date ti �] / Inspecto ------------------------------------------------- - -------------------------------------------------------------------------- ------- No. �-a f� 3?11 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(1-Y) Abandon( ) j System located at C?Js-7(o 2ij 4-e_. (.A ,1 n a-rn!,4"I E!_ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ,.Title 5 and the following local provisions or special conditions. -- Provided:Construction must be completed within three years of the date of this permit. 1 �� Date ( � �[?� Approved by i - F1. :..� TlsrLill3� f. 'se11 pr D,bi -ctcpr .« z &4U JSTABLE. MASS. Ta l:> s .�t1�h,,D, iQLJOn a hQmas M-c eon, Director 100 Main Street,1111yanmis,�ls' k 02601 Of1ce: 508-962-4644 Fax: 503-790-6304 installeir & Designer Certification Form ; 2s��Ilr Mdw 3� � 0z l Designer: Utz e Installer. eor 106 6"�(��'1 Address: /`7a, � � Address- On / / was issued a pert it to install a (date) (installer) septic system at �O �0 /ti L based on a design drawn by (address) Gi I 0 Q, P� �4S dated (de er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. plan revision or certified as-built by designer to _follow. DANELA. o OJALA (Installer's Signature) CIVIL No.46502 s T 1 L SSA 1.N L ECG (Desigr_er's Slgaatui (fix Designer's StamT� ere) PLEASE RETURN TO BAJ~ NS T'ABLE PUBLIC HEALTH ALTH DIVISION. CERTIFICATE OF 2 e�I4�:a�Ir d� WILL NOT .mL !SS�1 D Uri l ID BOTH THIS FORM AFL AS-BUILT CA-R D AM� RLC)EIYIE➢BY THE DAWISTABLL PUBLIC IIL-ALTH DMSIO d. 7CHAPLa YOU. Q:Health/Septic/Designer Certification Fc-nm 3-26-04.doc Town a3 tx•,t�istable 1,r►__ _ l/ p ,7 y�il+En�� Deparlutetrtof.ILeWllntoryS(!rviccs / �� • �� ' Public �:1c�a.�[11 a)ivisivl>I 1)nlc__/ -_ MAn4. I • � •,ASP 7.U11 Main Succl,lli nonis MA 02601 Ire Dale Scheduled �� I `t'inu; e ilil. ) �l,s�s�ess'�iie�il ol• 15'ejt)age Disposal Soil Su tab � .f PcrforntcJ Hy: ! Wilncsni)lly: _ LOCATION & GEN.1 .IcAL JNI+ORMA'.1,10,4 G�e AdJress Localiun Address•. aS/�/ �O�� ��' Owner's Name y �Qi✓���� Assessor's Map/P4fcel: ( S /' l l3ngincer'IlName�Q(n)'^- �e'. 1�1nd llsc Slopes(711)_-_m ,.-----= Surface Slonrs fl POSSIIIIC 1Vr,1 Arl:a —R Drinking Water Well t)islanccs from: Opcn Walcr Maly _ . if Olhrr A r -- I)tain.lp Way SKETCH: ($beet uamr.,dimcnsitms of for , \ 4.90 VPU►MD \ ..60 q,C ToTAL y I \ S 2.91 AC 0 • 4\ 9.to utvwD \ 5.30 MAQ5H \ 14. O A-TOTAL \ q1 . > q Itl OF THE 1 '^ 49 SESSOR8 1. W Al 36 AC ' I '' .IIAG•S - )NNECTICUT 50 Parcel 111AICdal(gcdiAgic) I Orr 1 to 1�,a„•. -- _ter Ucplll to Croundwaldc Slanding Water in hole: �_I�- wcrping froth rll rt,ce:.�--- Lslintalc(l Scasonal7jiglt Crouodwatcr - U1`,',IU MINATION I�OR SEAS'O,INAL IIIGXX �t'A'�'�Ix'1'AI3L� f Mclhu(1 und: 114. Dcplh (JbvcrvcJ slandinr Lt obs.hole: _In. Depth to mill 111ollics: ! _ bl• Uruundwltter AdloAthlcnt Ucplh lulweciling front side of nbs.hole: Ar • A� (ll'UUAtIWOI¢r Ltvcl _ lndcz Wcll If_ Readier Dale: Index Wcll levCl_Y'.._._ .__� _1 �? - •,r:.) i-,r Y A��,A.v�rtl '��.U�r�t 1)1111!„_____.,._. 'llll>e r-•�I - A ul/.t�.�Aarl` Ubscrvaliun I Tlnlc Al9" t - Me 11 f)cp(h of PUG ' I 1 nee(9"•G") _..-.---•-- - Slart I1rc-soak'T•ime.0 r Did I'rc-soak � f Ralc Min./lnch Nccdcd(Y/N) Situ Suitability Assasntcol: Silc T'asscd - Site Vailmll AJditionnl'resting 0(tscrv:lt.iot h� ole Daln'1,0I3c Co mpleted on Brick---—----— Original; Public ItchlUt Ulvision ***If percolnt♦i011 Lest is to be con(luctc(1 withill 1-UO' of wellnrrd,you utust fit irolify the llnr11.51n1)lc C(yrascrvntion Divisioi►Ilt lcnst orlc•(I) NYrdlc prior- ((► brgiur�irrg. x �°c• s� ; f x5; r.. a va _ a � rj r yM } 7 syyyry+ 1 t a.J rs•sr:x;ry,.�.;�;,^Y�:r x '•a'sy.1�.P'4 tt.. t:} :d -t..i„y:' sou --,.. �:.7ytL is i ,k �p ���"�� � � ,x�r�L t:.>•..i .� r'�E.__. �'•t�z'�ka,.£:�`�r q.-�.d�• �r'"'�.� ,.am �r'�!> ��r�s�� r+' �+' -7f��i�rz,��� � �t'� x a'.`�.�' �"` S•h''+-��� .fia Y$ '�iR-.. try � �, i P � � � y }Y ��;i„:r� $' 6 �d„ � � _,d�.�, �C •S,jS�1' Wm � �.d��#:lwn •� 4 �: ",,���.�'�'...na�'..� �iy r� ', 'l,ownrol' 11 iruslable `� 0 'X-7 Department of Health,Safety,anti Crtvironmenlnl Services _ Public health Division Date 367 Main Street,Ilyannis MA 02601 t nnaxarnatt, t ''rAM � Fee Pd. ©0 °lEr,►J,,�i�0. Date.Sdeduled - !!? � g 7 Time t oil Srcitnbilit Assess»r.e�it for Sewage Disposal S y witnessed By: Performed By: _ LOCATION ,�4c GENERAL INFO[ZMAT O LOCA 76 h t/r0)4 rn ��� Owner's Name �PCsv C Cut (/t Location Address tw ��1 Address Engineer's Name v fjvCK:S l to Assessor's Map/Parcel: ;, g/ NEW CONSTRUCTION RernlR � Telephone N a.0 4�� 36 2�`{St-1 I n n �`� p ( ) p (C� Surface Stones Lind Use 7l e . ri� Slo es % ��j�. f `��R Drinking Water Well leM_ft R Possible Wet Area ✓ —c Distances frorn: Open Water Body�— • Drainage Way N R Property Lind _R Other R SKE Cll:(Street name,dimensions of lot,exact locations of test holes&pert tests,locale wetlands in proximity to holes) I, A� � A. - 1k ►z-r �� An ticplh to flcdrock t Parent ill terial(geologic) -- ��--_.— '�1 Wecping fium rit race — l r7 — Ucpth to Ciroundwatcr: St nding Walcr in Hole:. — CT L'slimalcd Seasonal i tigh Grotmdwv Ic'r -- I)1{J 'A,1;11'l1INAl ,0N, ;.)ii. ,`ti� l$atia"�I`�i'�<.r��n(�t.l �rV/1'tlil�r�/�L C gC.� 1�74cR�� N A4J. Mkt Ha O bT s:�P Mclitud Used: n%9�V���d - I)c1olt to soil mottles: drr l t R U�C�(� Depth Obsen'cd stmtdir,g in rjbs.hr+lo: __--__--_�d$i)-- in. t in.nnrIwatcr Adjustment _R. I.)cpllt to weeping from side of obs.bolt: -- ------- A.rlj.fa,for _ .__ Adj.Groundwater Level Ir,dcx 11'r;ll Ir,vcl.-,_-___.__-.-- Indcx well N_.--.--- .JZcading U;,+lc:—_ p—_-', P.I.I,E�va.•�`AJaA'�,5.�4f f j 1' N!Itll i�lrt►1 l�Hl�t 1 V.M Ohscn-ation %Jr� `J hnr.at T, Hole n ''7��h- t t7 Depth of I'crc _. 4 VIA u^ Lt^ --_ R.•-r1 t•..-...ak't'Ir..n en trtd_ Prc-sunk QA, MtN l►uGI/L — 1 Rate nJin./I:Ich __._.._._.__. _.__.Y..._.... �— tr,,,- ice_._ `' Site J�aifcd: /�ddiiicnt;t! E,tai'tirg Ncecierl(Y(;V)- — -- SitcSuitability Asscssn;^nt: 3i;c..,t..,. _ --.---_ Ori final: Public llealtl►1)ivisitnt — - observa4iull.Hole Vat, u lit°4;alltl)let�d utJ Id;tcli--- � g Copy: Applicant , DEEP OBSERVATION HOB-''' �OGy Hole �� �� Depth t'rom Soil Horizon Soil Tcxture t Color Other Surface(in.) I (USDA) (Munsell) ng (Structure,Stones,Boulderrs. p ►z-z41 /�w rt /Dy��/g Z 7 c �- z / ► � ysy 3 $Y.Z 1� 7Z-/yy ci _ ,clp /offtis% ?r . DEEP OBSERVATION ROLE LOG Mole# 9 Dcpth from, Soil I lorizon Soil Texture Soil Color Soil Other Surface.(in.) (USDA) (Munsell) Mottling (Stntcturc,Stones,Souldcres. ° yell 4- /0 Y25 71 _ — -- -- -- 3(,-5,2. G, c z 5;#Lett,., Z'6-Y S/2_ I luR1�R- : Nbn��c ol35'£2l/�D I)EjEP OBSERVATION HOLE LOG Hole -- c .t t{, I Soil Texturc wfik,f Soil I ti iy,;;,t ! :F,fI� AAn�+lin: I(SftUG t::rc,:a0racs,BOI ikt: ...,. Surf-au(IY,.) --` -- snnt. t?kY�.4!_iruv[kj_.. ..._,-. t tea.....-�...+�..... i i :r .,a..,. «..., DEEP OBSERVATION HOLE LOG " Hole# Soil 0 her, Depth from Soil horizon Soil Texture Soil Color Mottling ( Surface(in(in.) tc c(USDA) (Munsell) g Strvcture,Stones,Boulderes. a Qr�vel) I d n u r. Above 500.year food boundary_ No. Yes X Within 500 year boundary No— Yes Within 100 year flood boundary No Ycs depth of Natt�1lly ecurrin peniuc Material Does at leastfour feet of natufally occurring perviou$iaterial exist in all areas observed throughout the area proposed.for the soil,al-mu�pi�in system? if itot,what is the depth of naturally occurring pervious material? .. CLr�ittcation /l / s, S qr i certify that on ! - (date I havQ,pbassed the soil evaluator e;:ammatiorl approved by the Department of Environmental Protection and:thatthe above ai�alvsis IWIS.perfornled by me consistent with the required training,expertise and e4ecience desJoribed in 310 CMR 1 .01 T ` i TOWN OF BARNSTABLE r CATION Z✓71 ��� SEWAGE Z Q'/a� s � Z`76 VILLAGE 60/4sa1P I ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. O/� � !� ( ��i5/�: _77/--9�� SEPTIC TANK CAPACITY Z l J®U --Q//' LEACHING FACILITY:(type) 7-"D9W C J4r0W& .(size) NO.OF BEDROOMS / OWNER , �! PERMIT DATE: /Z L�D 7 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 1--ts z cvi Z ` s4c� N l J �o. No. 2C . Fee THE Co� m_ m6N VEALTH OF MASSACHUSETTSI_, 1;tered in computer: PUBLIC HEALTH DIVISION - 'TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipprtcatiou for Oitpo!gal *pgtem Cougtructiou Permit Application for a Permit to Construct O Repair oo Upgrade O Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No.2576 MAI O '9%-'KZ6 CA, ?A;NJ %OLI Owner's Name,Address;and Tel.No.l'70U 6 LA S M(T U{F-LL,j 10 L O&WOOF AVE I Assessor's Map/Parcel �t�S � � O 2 1 K00Y L(W l= RA OwG , Fl : 90-%2 oon Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.4RIJE R. I ALA r RL.S, 80n�o W�T� eM-iTRUCROO , 5D�-*n 9926 DDWS C lfe E061 NeERIA61 INC_ 4 HAW YARRO Tl{ 0R Type of Building: Dwelling No.of Bedrooms Lot Size y. 4 ACIu-_S Garbage Grinder Yqs Other Type of Building S11`4&JOE FA M I tnnt No.of Persons Showers( ) Cafeteria ) Other Fixtures Design Flow(min.required) 1'q6 gpd Design flow provided pd Plan Date 3—q— ;LO07 Number of sheets Revision Date uJ/k Title TIT LE 5 �6 PTI G SYSTSM Size of Septic Tank 11500 gdI Type of S.A.S.(7) 500 da,Q ACK ld%i cg I N6 CHAMr3 . Description of Soil 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 5 of the Environmental Code and not t place the system in operation until a Certificate of Compliance has been issued by this Board o e lth. _ Q rgned vv Application Approve by Date (� Application Disapproved by: Date for the following reasons Permit No. © Date Issued V 1 1 No. �� a_ ..�t ! # Fee 1SO V `� E tered in computer: nq P THE COMMO !V�1�LTH OF M _.xlY ASSACHUSETTC F r .. ..;,. `Tpc Yes PUBLIC H�EALTIH,'DIVISI,ON - TOWN OF BARNSTABLE; MA SACHUSETTS ' Application for �Dtgogal *pgtem Corgi.5tructton Permit Application for a Permit to Construct( ) Repair iX) Upgrade( ) Abandon( ) El Complete System ❑Individual Components 1 *, Location Address or Lot No.2576 MAI N ST 1 KTE bA 1 C RtJS"iAl3 Owner's Name,Address,and Tel.No.VOU&I.A$ M I T Ck E LL, 13b 1-010GWOOP AV61 aa f /� Assessor's Map/Parcel :FAr_C>_L OQ 2_ 001 Y.0 W M 02146 , rr 17: %dU— �02 5f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No`ERNE N•OI A LA t P.L.S. Uue OWITI tdN6T?0&rk00 , 5US-4-n 192f, pOWN) Mk E1461 N(561zlti&j INC. lq$q HAiM ire YAP_N00TH oR M Type of Building: Dwelling No.of Bedrooms Lot Size S.6 0 AC PES 's t' Garbage Grinder ' Other Type of Building l t�&J,E F A M I LY No.of Persons J yp g S � Showers(3 ) Cafeteria 1/}) Other`F� ixture s ' I Design Flow(Tin.required) '`7� gpd Design flow provided 'gpd Plan Date I—q— ;L007 Number of sheets —�k Revision Date _ Title VI_'%�* T LF PTI ', $Y5TEM Size of Septic Tank Z/a7 1,506 clal . Type of S.S R�� 900 ao,.,2 ACMe IaCH I N6 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r I Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and dot to place the system in operation until a Certificate of Compliance has been issued by this Board o He Ith. ne y.` at g --- - Application Approve bye Date ' Application Disapproved by: % Date for the following reasons Permit No. Q .Pate4ssued THE COMMONWEALTH OF.MASSACHUSETTS, €. BARNSTABLE, MASSACHUSETTS 4 Certiftcate of CoMpliance THIS IS TO CERTIFY,that t1he-On-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( ) Abandoned( )by i-.`te�lrJ at 6 DDDs i•r. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.L iU' c�"� dated 6ha /'U 7 Installer' Designer c #bedrooms Appr , d"deAgn flow `,— - -fit l-- __..gpd The issuance of this permit shall not Mnrued as a guarantee that the system it function asdesigned 1&6 Date i( Inspector /// j !A I'Q !1\_� ------------ - --------------------- No. C'J_ 0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Di$ oga1 gtetu Congtructton Vermtt r Permission is hereby granted to Construct (� Repain ( ) U grade ( ``) Abandon ( ) System located at �5 7 ((Na C7 s— <�ba and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must b completed within three years of the d{of ohs Date��0 7G Approvedl� 4ti FROM :down cape engineering inc FAX Nth. :15083629880 Oct. 03 2007 09:08AM P1 Town of Barnstable Regulatory Services Thomas F. GeDer,Director. KOM Public Healtb DiVnsian Thomas McKean,Director . 200 Main Strt, .yannis. MA 02601 Office: 309-862-4644 Fax: 309-79D-6304 Ioctaller d D3esi er-CerdfiM_b0n Form Dater SeWa,e Pe�rmit � 79 Assessors Maplparcel D ad J U LJ�,._.. i n�t,�►�- Instal3e:. �o r IU a //! �no I�t�� Designer. � 2 Address: 9 Ho'r Address: P Or u w _ � � _ / (Gf.�'✓�CVO �i��� �� On ZZlO7' � O p 60f f v� issued a perrnii zo instill a (date-) pO {xn.�taliez j septic >stem at I� �` based on a desim drawn by (address] Ldated � .—.• (dsi�merj S cerd,fi' that the septic symm referended above waS irsmbed subs`.antialh• according to the design; which Xnay include minor approved chanSts wen as lateral relamtian of the distribution box andlor septic tarp;. I cer[i y that the septic s}°stern referenced above was ;nGralled with major changes (i.e. ere ater than 10 lateral relocation of zhe SAS or any verveal relocation. of any component of the septic *,stem)but in accordance vtLh S`.axM &I Local Regulations. elan reviston or cenif�ed as-built design.er to follow.' 9 aeAF I ARNE H CyV� OJALA � D r s Signa=6) CIML. c� No. 30792 Q4 (Desigre {.affix S {.ax Desig ens 5tamp Heze) f PLE ET-L?R�—TO -BARNSTASLS- PUBL_I_C HEALTH DIN9Si N. CERT MCAT E OF COMPLIAN E "L NOT BE ISSUED UNTIL BOTH T}3] FORtvI'4i�'D-na-Fs(�iLT CAitD-ARE, _�- RECEIVLD BY THE BAR'`1S AB' 7 P JBLiC- HEALTH DIVISTON. THANK YOU. Q:Heahh/Septic/Desip cr Ccnification Form 3•�6 U4.do� TOWN OF BARNSTABLE a SEWAGE # VILLAGE ASSESSOR'S MAP& LOT r RiSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACII.ITY: (type) (size), NO.OF BEDROOMS r BUILDER O O PERMTTDATE: ` —7 COMPLIANCE DATE: I —,SS �q 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 W, Furnished by ,I ffs • - 1 r ' r ,, No. o U -� .� Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYicatiou for 30t-4po.5al *pttem Coufstructiou permit Application for a Permit to Construct( )Repair( )Upgrade(Abandon( ) M Complete System ❑Individual Components Location Address or Lot No. 25"76 Owner's Name,Address and Tel.No. �``�� As essor' Map/Parcel Instal er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. #of IC-2C0111 (;ofsT Cq- e- 7 � f Type of Building:Dwelling No.of Bedrooms q Lot Size sq.ft. �/ Garbage Grinder(`If S Other Type of Building /fey% �e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 'Z !Y® gallons. Plan Date Z Number of sheets Revision Date Title Size of Septic Tank Z -" / Type of S.A.S. Description of Soil Gj9Ctsa>'d��� 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 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this o d o Health. Signed I AgaDate Application Approved b DateApplicationApplication Disapproved for the following reasons Permit No. Date Issued .7 ? -No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Miqpogat .6pztem, Construction Permit Application for a Permit to Construct Repair Upgrade(/Abh don Complete System E Individual Components Location Address or Lot No. 2-5 O� r's Name,'Address and Tel.No.;41Xe1V �e - I '9114, Assessor's Map/Parcel All, 042 Z Installer's fqame,Addres's,and Tel.No. Designer's Name,Address and Tel.No. 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 7 gallons. Plan Date Number of sheets Revision Date Title -Size of Septic Tank-2 -Type of S.A.S. '7 Description of Soil 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 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this,B oard of Health. Signed F,/ Date? Application Approved b Date 71 - � Application Disapproved for the following reasons V Da te ate 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 r at ? e- I� 'has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No'�`, dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector N,. 7 -4�2 Fee ISIj THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS IiOpo5al *p5tem Construction Permit Permission is hereby granted to Construct Repair Upgrade(V_)"Abandon System located at I 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 nAit. Date: Approved bye 1j, / TOWN OF BARNSTABLE LOCATION ZS`Td iP/-ylf} SEWAGE # VILLAGE1�gle5l4"01/e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �"k'rt`) C04.57,` 771-i�13ill,� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 7 5^O�gP'11Dq G�iri�Y (size) NO.OF BEDROOMS BUILDER 0 0 PERMITDATE: 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 6 75-I L z E�/!�Ep Q� .4dc r Massachusetts Department of Conservation and Recreg o� *:irr�sa�; :efts Office of Water Resources W IRQW Well Completion Report 10-JUN-09 14:44:30 WELL LOCATION 261429 GPS North: 410 42.1711 GPS West: -700 19.5121 Address:(2576;Main S^tpre-eIt � aS(y D Property Owner/Client: Mitchell c/o Clifford Subdivision Name: Mailing Address: P.O. Box 430 City/Town: Barnstable City/Town, State:South Yarmouth MA Assessors Map: Assessors Lot #: Permit Number:W2009-005 Board of Health permit obtained: Y Date Issued: 05/01/2009 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING From (ft) To (ft) Type Thickness Diameter .00 -72.00 PVC Schedule 40 4.00 SCREEN - From (ft) To (ft) Type Slot Size Diameter -72.00 -80.00 Stainless Steel Well .015 N 4.00 Point —i WELL SEAL / FILTER PACK / ABANDONMENT MATERIAV-1 From (ft) To (ft) Material Description Purp69'e _ ay r'- C ) WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTIO WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) 05/21/2009 Constant Rate Pump 15.0000 1:00 20.5000 0:01 18 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) Type: Intake Depth: 05/21/2009 18 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: Yes Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 137 Disinfected: Yes Well Seal Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 80.000 Depth to Bedrock: Registration #: 764 Date Complete( 0"5%-21%2009'1 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 30.00 Fine to Coarse.Sand Brown Yes N/A 30.00 50.00 Clay Brown Yes N/A 50.00 60.00 Silty Sand Brown Yes N/A 60.00 70.00 Fine to Coarse Sand Brown Yes N/A 70.00 80.00 Medium Sand Brown cs -' Yes N/A 1/2 dC r Massachusetts Department of Conservation and Recreation Massachusetts Office of Water Resources Well Completion Report 10-,TUN-09 14:44:30 WELL LOCATION 261429 GPS North: 41 42.1711 GPS West: -70 19.5121 Address: 2576, Main Street Property Owner/Client: Mitchell c/o Clifford Subdivision Name: Mailing Address: P.O. Box 430 City/Town: Barnstable City/Town, State:South Yarmouth MA Assessors Map: Assessors Lot #: Permit Number:W2009-005 Board of Health permit obtained: Y Date Issued: 05/01/2009 BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dron per ft 2/2 200 ��� SHIyC�1.Fi5 a�R 30 �r_ 5/Q"GDx �i 2x.1(��? l�" 0.6, �A scIA; T- OZ-2 Xbq PLPrpTI= 1T 6E-D MOLD FR.I�Z� I To N-ATCH SX151, IT 2x c"�i rl6oac-; a�> � TYFK •2 v6"SOLE P►�cTE T9,C, 14 Dt GP-ADI= LC-VEL :.. INCI�OQ BOLT �OUNDA•TION WALL -OOTI G: 00 No.�-u Fee----�----------- t BOARD OF HEALTH TOWN OF BARNSTABLE 01pp[ication- orVell Con%ructionVermit Application is hereby made for a permit to Construct (�, Alter ( ), or Repair ( )an individual Well at: Z5"1G a� S r-a:- 'Z,58 061- QQI i Location — Address Assessors Map and Parcel `�,n o,<�44 _ A — Owner _ Address smQ��c�,W4A �c\�����nc`-----__— pt�'3c�{, Z� $3 ( ate s I'1!�� c�2C53 Installer — riller Address Type of Building Dwelling - -- -- --- ---- — Other - Type of Building--=------_---__-_ No. of Persons------__.____—__ T e of Well 4"S0&A0 PVC- Capacity Purpose of Well — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of He th Private Well Protection Regulation — The undersigned further agrees not to place the well in operation un ' a Certificate .of C liance has been issued by the Board of Health.igne I te—` Application Approve /l/ date Application Disapproved for the following reasons: date — Permit No. Issued----------------------------__-- ---_--------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (4, Altered ( ), or Repaired ( ) bye DA_-- LYrigVf\ `�—Installer _— -- — — —— — ——-- --- ----------- k� at____ �� W`Qi acn t�A —__--- — — ----—-- --- --has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated ' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- - Inspector-- ---- — - -- ------No. ���� Fee-----{------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application,$orlVell Con.5tructionVermit Application is hereby made for a permit to Construct (�/), Alter ( ), or Repair ( )an individual Well at: n j_,a--- _— — ��-j u OZ_0 01 -------- Location — Address_ — Assessors Map and Parcel ' Owner ---- 0.1 = — — Q (1S—� -- ' Address Installer Driller Address Type of Building Dwelling J --- -------------------— --= — Other - Type of Building--=—___—____________ No. of Persons---------------.____—__--_—____. Type of Well y I-L�A-4oL�� -__—__—____ Ca acit Purpose of We11- - i�a i b� --------- Agreement: e The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Her,11Ith Private Well Protection Regulation — The undersigned further agrees not to place the well in operation E22 uil�a Certificate of Compliance has been issued by the Board of Health. — ---——--- --- � --7����-_=- date Application Approve _�____-_ ___-- z 1 _ r date Application Disapproved for the following reasons: { � --------------------- ------- L date Permit No. —— — ---- Issued----=- '— -------------- —— ------------ date BOARD OF HEALTH TOWN OF BARNSTABLE tl Certificate Of Compliance , r < THIS IS TO CERTIFY, That the Individual Well Constructed (!), Alteredl( ), or Repaired ( ) Installer at---__�_ � �(nV— t-�--�— I S�nlo 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 , J SYSTEM WILL FUNCTION SATISFACTORY. "� t " DATE—______— —__-- Inspector---------------------------------- --11 --------------------il-.o-- -----sO-#---- -------W"-ft B--a-- ----- I- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Veil Con5truct ion Permit No. _( b Fee---- Permission is hereby granted to Construct 06, Alter ( ), or Repair ( ) an Individual Well at: No. G - street as shown on the application for a Well Construction Permit No.- "aced- -- -- �1fa -------------------- /L� $oard of Health DATE t A =ZSB bb2 6a `> TOW- Oj BARNSTABLE° ._ AA LOCATION a j 7 [a SEWAGE # 7-716 VILLAGE a � � ASSESSOR'S MAP 6z LOT ' INSTALLER'S NAME & PHONE SEPTIC TANK CAPACITY Cff2c"15T1 LEACHING FACILITY:(type) Rk-r 614-S4'-P(f`.(size) L-ly� NO. OF BEDROOMS PRIVATE WELL OR UBL "C WATE ram_ BUILDER OR OWNER 'Ue, DATE PERMIT ISS'bED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �- r- --� C� ._ _ } _.. �' ( � �, _ � �.P i � i ��' ��. f�. - .,- J° � � � -� �� -� .. �. � ' �,, -€'� �; � G p� � e` � � h �• yp _> 'NO J� w� No.--- Fwa..... THE COMMONWEALTH OF MASSACHUSETTS ----pp���� BOARD Off` HEALTH 1....(7 W. O F.... '.y` '-�? -------------- Appliration for Elhipmal Works Tonstrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ww � (L - ..........v— ..?. Y�R o"....-•.............5 G l.1 T m.! je . .Sa._ ........... ^t / �ML�oc�aCtion(-Add (re¢`s or Lot No. " . ---•--.-..`4f- Y. .F9.1:\..•............................... ..................�-•-9 h=4.0 ....................................----------------wnez Address a0-7 � 4- _...`�i� _� 5------------------------ ---------------- ^�-s .......................................... Installer Address Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms___- _ .._ .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Ga Other fixtures -------------------------------- • W Design Flow........J�. .....................gallons per person per day. Total daily flow---!��`c3'e............._............gallons. 9 Septic 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.......LI.-....... 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---------__._.._......_.. fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' ---•---•---••--------------------•-----•-...•--•...•----•...........--•:.........--•-•-••-•--..............................................0................. 0 Description of Soil........................................................................................................................................................................ U •-••----•--••---•------•-••--•-------••------••-•----•-------•-••-•._...•••-•.............•••••--••--------------------......--••-•-----•-----------••-•--•••-•--••--•-••----------------•-•-•-•-------- W -------------------------- -•----. -----•-------•-----••-••---------•-----------...-----•-•-----•-•---••---------••-•---------------•-•-----•••...........i -••....................................... UNature of Repairs or Alterations—Answer when applicable---------A10.10_.._...D-k' ..._.. .r4a------p:i-q............ ••.......... ... -•------------------•------•--•-----------------------••------•--...-----•----------------------••--•••--••-•••.......-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with I—X the provisions of'THE of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compli en issued by the board of h Ith. Signed....... •--- ✓:... -•-•--• .... `� Date Application Approved By-•-----�._i). �td v ----------•--------•---------------- Date 7 Application Disapproved for the following reasons:.............................................................................................................._ ---------------------------------•---------------------------.....•---•--•••---••••-••-•-...-----------••-••----------------••••-•-•-----•-•-•----••---••-----•--•---•------------------•-••---••------- GG Date PermitNo.......0----7.Z. ....?ar-------------------- Issued....................................................... Date .� =� No.... ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------------------------------- Appliratiun for Bispuoal Works Toutivatrtiun rruti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: -- ----•.............•- _ _.. - ti_.............------. • .:._.. Location-Address or Lot No. ---------'- :�........ 1--------------------------------- ----------------- ..„� ..... -j s_....�1__Q:>wner' t 9 Address w �G. r.:�!_.... A e:Y1. .Y..S' ............................ i •, .{s-`.4!L r........._. Installer F Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms--_.tr...................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons...............:............ Showers — Cafeteria a' Other fixtures .................................. w Design Flow....... ..?' .......................gallons per person per day. Total daily flow__ ..........................gallons. 1:4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......./------------ Diameter......L.3._`..._. Depth below inlet.......`Y(._.._.. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY------------------------•................................................. Date........................................ a Test Pit No. 1-----------_....minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4A Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------- •---------------------------------------------- -......... --------------------------- --- .-......... .------------------------------ .... .--------- ----- 0 Description of Soil........................................................................................................................................................................ x U ----•---•••-•-••-••--•-----•-•---------•••••••--••--••---•-•--•-•----•-••-•••••-•--------------•-••-•••----•-•----------•--•-----•-•-•--•-•-••-•....----•---........................................... w ____________________ _ _ _ _ YJ V Nature of Repairs or Alterations—Answer when applicable........./..AY).......0.t. :- - -------- ..__..�° %:d:.............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'?'LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliaaee-1,�a�issued board of health--�, _.�Signed .��"�� ............ {�• Date Application Approved BY------- �" � .i c +�. ::. ...................................... -•--••••••!_ ._�.<`>.-..�z...= Date Application Disapproved for the following reasons:.............................................................................................................._ ..................................-.......--•--------------•---------------------•---------•---------•------••--------------•-•--------•----•--------•--------•------•-•------------------•----------••- Date Permit No.............7.-: ...E-2 K------------------_ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Q..0:: - ' OF........... �/?t .............................. ................ ............ ....................... CIrdifiratr of ToutpliFatta THIS IS T-9.-ZFXTIFY That the Inciwi •rdtt-l-Sewage Disposal System constructed ( ) or Repaired ( 4. � -------------- .------------------------------------....._.................-•-•-•---•--•--- Installer at...................... ._` ... c................................................... /'U-C k "-C_ .._................._._..v..._._.._....._...._........_._.__..................._......_.............. has been installed in accordance with the provisions of TITIE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---?_-1-:__--�:C,__9 ...... dated................................................ ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............{ �.�-.-. 1.•............................... Inspector................ ` f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7 ..... .................................. .Y,.........................................�--.. No.......... ............. FEE..................��. �i��rrutal`_ nrk� ��anu�rn �erutif Permission is hereby granted '= ''l' ................ ``: � .. ..................................................... to Construct ( _� or Repair (L.an Individual Sewage Disposal System `'s , Street as shown on the application for Disposal Works Construction Permit No�7_ Z._. Dated.......................................... "- - - - ................................ Board of Health DATE ,` .'j 1- C�-�-•-•---------•••--•••--••----•-•• FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS , i I I � m Al i I ---> �- F�J El 0 i ° m ° , , S1ti:B-_. P:V.1 N 6 I 1 I - s: "O rf FI:N.1671 ED _U SI L.fT`(O LId ':tiPORaOM L �� MA F_1,N"I"SHED urCELrl lSdaO pe1�..� 1=0" - _.O:Ti.L1.T..Y.. M 711 I , ,- BBpRa�M3 11 / L I /' BEDRIIOM I -NACL :aan1. 0 . t� �'a I:. PIk-5T6A.BE0RC11M � k NEW GP.RA(nE CYt5Slulo ❑ __ CCLT6f.S' CLoS. ❑ n__ _ —_ �7-� cry - .ES(ISiI:NG. I I PAOLWOR7HINGTON DESIGN&RES1'ORATIONINC I 88BOYISTUNSEHROO UNF MASSAQ�5TI EMUS is p It 617 713 0663 fax 617 713 0465 e-mail pwor@mindspriug.com �FE.ICE {I CO2 I _..._._.. - SooaA —--� 2576 MAIN STREET BARNSTABLE P13'KCti GENERAL FLOOR PLANS P9 RCti I 02 :lot _KLTC.H'E N 1/B'=1'0" 37RUEN -�IFZS7 FLOOR PLANfiHTR.�( \Y------'{� Oy --� � - -CAM I LY 1`t V 1146 ------ Douglas Mitchell&Christine Welsh I 2576 Main St.,RT 6A :Rm-M Barnstable,Massachusetts 02630 PAULWORTHNGMN DESIGN&RESTORATION INC g8BOYLS1DNSGBROOKLINF,MASSAC HUSETIS<DA45 • v 617 713 0663 fax 617 713 0465 a-mail pwor@mindspring.com Submittal Plans Approved by: Old King's Highway Historical District Committee P [N:`WI-P- GARAGE ADDITION 1 Douglas Mitchell&Christine Welsh - 2576 Main SL,RT 6A _........_-..P1.�_ __ Barnstable,Massachusetts ' 7�'F13 CF'-DO C:NI�E.A SHEET 4-SECOND FLOOR PLAN 1/4"=1'0" I I(� 7/11/12-REVISED 4/11113,5/23/13,////c/ 3 Y � 2576 MAIN STREET,BARNSTABLE MA.-WINDOW&DOOR SCHEDULE-REV-11/18/13 - I I WINDOWS Marvin Windows-White clad exterior-printed interior. I. 7/8"SUL wildspacer bar and 3/4PI—lating Glass LoE272 Argon lazin o tion,White Hardware. All casements except"B"to have fold m handles,site a led wide extenswn'ambs and added out casings to allow for plantation shutters. O I Multiple windows to be se arated bX sin le stud e2sket and site rammed. MARK QTY DESCRIPTION Rough 2nLng W X H .. Q' _ I r' M 2 1 - A 3 Marvin Clad Ultimate Double Hun 9/9-CUD ' 6-3/8"XS'-8-7/8" I ZLD ET CLai'67' N.. B 2 Marvin Clad Ultimate Double Casement CUCA 2432-2W 4-1 1/16"X2'-7-5/8" C 0 D 3 Marvin Clad Ultimate French Casement CUFCA 4056E 3' 5"X 4' 7-5/8" E 1 Marvin Clad Ultimate French Casement CUFCA 4044E 3'-5"X 3'-7-5/8" II �oo°p\ F 6 Marvn Clad Ultimate 3'French Casement CUFCA 4048E 5"X 3' 17 5/6" _ g AT' C 1 Marvin Clad Ultimate Casement CUCA3036 RH 91,ite,match exist.gar.Awning 2'-7"X 7-11-5/8" H l 0 RS 1 Man Clad Ultimate French Casement CUFCA 4860E 9'-1"X 4'-11-5/8" I O Exterior door hardware-Match Marvin Mounts in Hardware E-438(ven ).Bald m Satin mcke es -F--� - Interior Door Hardware-Baldwin Reserve Satin Nickel Ell Knobs with s u--beveled rosette.4 ELL.T13R.150 N - / ( i Y j ww. ?ti yvo - ! Note:Swap out all chrome,hardware in existing eat rooms,hall 201 and bath,with hardware above. V1{Q 1 1 Holmes"Lod ewood"9WX7H Painted Cedar Gara a Door-Design 3-SQ 24 Glazi 9'-2-1/2"X 7'-2-1/2" 2 1 Sim YXT F-7662 LH Ins-ng 3'2-1/2"X7'3" I - - 3 ] Sim n3'X 7'F 7662 RH Inswing-Reuse existing door and hardware-needs frame. 3'-2-1/2"X7'-3" .R_.xyrm 4 1 Pat' 2-2-1/Y'x6'-10-1/r" - - 1'-i I. 7 1 30'RH-2 Panel Custom 6'21/Y'X6' 1011/2" I I o ._o_- .. ..... 7 --31-6 is -9 , 8 1 48"Custom Pocket Door-4 Panel 9 1 28"RH-2 Panel Custom field veri T-6-1/2"X6'-30-1/2" - 10 1 30"RH 2 Panel Custom 2'-8-1/2"X6' 10 1/2" b T 11 1 30"LH 2Panel Custom 2'-8-1/2"X6' 10.]/2" p - ,� ipp ( - r. O - 12 1 TO"RH 2Panel Custom 2'-8-1/2"X6'-10.1/2" 7. 0 13 i 30"LH 2Panel Custom 2'-8-1/2"X6' 10.1/2" - tt Ili _ _ r-- 3'. - ,, i psw u Ir-je i A*1 N rs 5 I t.. , 2576 Main St—Barnstable —Gara a Addition Hardware Schedule—11/18113 .�i.ouas rare o-x�ir Door Number Make&Desai flan `7_:=D'� : �?HEt7RJ.l_Cgl4.OMA I NSa I I g e _ rs-.2as�N4 S.T._. \ t-To2 pnrJc-oak- ! E6 7- Note:Imeri or doorsare l3/4"thk.-23/4"T ial Badcset onlatdues _ / I S♦_QD:;E._. I 7 ial ExteriorHardware is Rack MowdainHardware k E-438(vent f p)inWhi to Brwva LightPatira Fxisti Imeriw Hardware is Rode Moordai nHardware 4KB-SOE KrelaWhi to knave U tPatire Newlmeno,Hardware-BaldwinResemeS,tinNicicel Elli Krohwilh re6eveledesMdteon-ELI-15-50 Exterior Hi sBaldwinFetate4X4Ball Bean Ball Ti Satin Nickel#1041.150 M' O ImenwHi s5atinNidcel4X4BaldMnBall Ti 41) E5 Rolleratdtestoa D Kicohs onDoible Daors-Baldwinad'istable temionwilh rubber rollersinsetinnadcel#W2.150 ! - \ r y ,.1?iNEr r'YV Nmt✓r T ial Doors St BaldwinReserve#BR70055atinNidcel-Field verif where others of st ma bare 'red. _-- - Hardware Sales Re should vent all rambers. �/ \ -�'-;4gS5 yR;: - 1 Gara DFJJN_I 2 Sim n 3'X 7'F-7662 LH hon-i -RMH En set _ / i - \ I-- B 12 1-"'=-.3-7-CNS 3 Sim n 3'X 7'F-7662 RH Inswin -Reuse existin Door and Hardware-needs Jamb and Solid Oak threshold set-u / \ 4 6'Pair-1 3/4"Louvered UtilityRoom 2 Dumm Knobs ELLTSR.150/2 Roller Catches A C_2o:1. 5 30"RH-2 Panel Custom-Passer eELL.TSR.150 \ 6 30'LH-2 Panel Custom Privy ELL.TSR.150 1 3 I -T$U.t1. - N 7 30'RH-2 Panel Custom Passage ELLTSRASO / - I .�ftc�R&ES,tN^. -.�I F.' ,r- C 1. g W'Pocket Door Custom 9 el-Johnson 2000 Commercial Series 8'Tack and 200PD Rollers-Baldwin Edge Pull If 0465.150 . 1 9 28"RH-2 Panel Custom Closet Passage Latch ELL.TSR.150 I \ i \ O 10 30"RH-2 Panel Custom-Closet Passer eLetch ELL.TSR.150 11 30'LH-2Panel Custom-Pass eLaMh ELL.TSR.150 4 12 30'RH-2 Panel Custom-Passer a Latch ELLTSR.150 LIF'.5 30'LH-2 Panel Custom-Passe e[atch ELLTSR.150 EXISTINGSECOND FLOOR GJESTWIN G DOORS TO BE CHANCED TO NEW HARDWARE Baldwin ReserveSatinNicicel EllipseKinbswith re beveled casette-ELL.TSR.15 3Sets Double Door Hardware-6D knobs ELLTSR.150/2Rolieratdtes SHED-.DO RA76P- Sitti RocnDow-Passe a Set ELL.TSR.150 Bedroomkl Dow-Passer eSet ELL73R.150 l :<IS.1;I.ti6 S>CDNDFLoorz Existi Bath Dmr-Pri va Set ELLTSR.150 I i pAr PAULWORTHINGTON O DESIGN&RFSIORATIONING 617 713 0667 fax 617 713 0465 e-mail pwor@mindspriug.com Submittal Plans Approved by: , - _ ( Old King's Highway Historical District Committee GARAGE ADDITION 4. �. I _ I - NEW Ro.�FLINC ,>r✓JN D Fem(L _ Dou las Mitchell&Christine Welsh g<T.=_NSio� ap vhRr�� ?Vrr To Gr.G LE fi ll 2576 Main St,RT 6A Barnstable,Massachusetts r . SHEET 1-ELEVATIONS 1/4"=1'0" APPROVED 7/11/12-REVISED I0/3/12 i � - General Projat Desoiption Proposed 2 story addition to existing garage. i� 24 X 3Y Enclosed ganigespam with 8%32'covered walkway on 1"Floor. Second floors above new addition to be for guest bedrooms and new bath accessed \ -- — --� - - through rand floor bedroom wing. "4911 All exterior trim details,rooting and siding to match existing house: Stained white ordar s(dewall shingles,red cedar root painted trim. S T LL_L 177. 1I. 1-i J '�_` i i U �_; DRAWING INDEX N-J HEET# �- S - I - 1' EXTERIOR ELEVATI�ONS �I _ 2 EXTERIOR ELEVATIONS -- __ : _ - - — - - 3 FIRST FLOOR PLAN L11; f __. - 4 SECOND FLOOR PLAN 5 FOUNDATION P L AN 6 SECOND FLOOR FRAMING PLAN 7 ROOF FRAMING PLAN s L M V 1.7 1 D N If y \ �I _ r • I i d ' - -T� � 11 -- C 26 - 7777 y j7--_ ' tlM ---- - --- ----.._..--- "—'--------'------ _Exl s.r'N6 6A RAG ' oVERALL4 sD.0l rt ol,{ _:n"o or"'�-oN: S_OVrH E_/.ST ELEVATION - U2Z 4 i'-o 2576 MAIN STREET,BARNSTABLE MA.-WINDOW&DOOR SCHEDULE-REV-10/3/12 PAULWORTHINGIDN O DESIGN&RESIORATIONINC. 88 BOYLSIDN ST.UROOKLUgF,MASSACHUSMTS MMS WINDOWS a 617 713 0663 fax 617 713 0465 e-mail pwor@mindsprieg.com Weathenhield windows-White clad exterior- rimed tneerior. Submittal Plans Approved by: 7/8"SDL with shadow bar and Low-E a on filled iVLA lass,White Hardware. Old King's Highway Historical District Committee Multiple windows to be separated by single studs and site trimmed. 1 �(':,�S.PRUJELTIONZ MAIN HIP RoaF MARK Q'IY DESCRIPTION I Rough WXx - • \'_ --- - GARAGE ADDITION A 6 Weathershield Clad Tilt DH 9/9-aTi1-2430 B 2 Weathenhield Clad Double Casement r C21-1024 "I E.R- Douglas Mitchell&Christine Welsh C t Weathenhield Clad Casement#Cll-2032 LH 2'-1"X Y-1-3/8" 2576 Main St.,RT 6A D 3 Weathenhield Clad French Casement s FC21-203/8X50 4'-i"X 4-7-5/8" ,.IG+-611 - 151-61� Samilable,Massachusetts E 5" Weathenhield Clad French Casement 4 FC21-1631SX40 3'-5"X X-9-3/8" - — F 1' Weathenhield Clad Casement NO -2832RH 9Lite,match exist.gar.Awning size Z-9"X Y-1J/8" DOORS a 0 .Hntm Nip a.os< SHEET 4-SECOND FLOOR PLAN 1/4"=Ill" 1 1 Holmes"Lod ewood"Carriage House Door-Deng n3 .23 lass(confirm w/su lien 9'-2-I/rX 7•2-1/r ,� 2 t. Sim nYXT F-7662 RH Outawin 3'-2-t/rXT-3" O V 7/11/12-REVISED 1013/12 3 1 Sim=YX 7F-7662 RH Inswing Y-2-1/2"X7-r 4 1 6'Pair-Custom interior to match other interior doors. EV. rD LouYE 6'-2-1/rX6'-10.1/2"" 5 1 30"RH-2Pand Custom 7-84/2"X6'-10-1/2" 6 1 30"LH-2 Panel Custom 7 1 3T Podet Door-2 PanN Custom T-2-1/2"X 6'-10-1/r 8 1 30"LH-2 Panel Custom T-8-1/2"X 6'-101/r - 9 1 30"RH-2 Panel Custom 2'-8-1/r X 6,-10-1/r - - 10 1 301 RH-2 Panel Custom Y-B-Il r X 6'-10-1/r I - - ll 1 30"LH-2 Panel Custom Y-8-1/r X6'-10.1/r � I 12 1 5'Pair-2 Panel Custom-Field verify hciht 1 5'-2.1/r X6'-10.1/Y r � I --// o-1 -- � _ I I I I _73�.DFaonh..+} --- �� ---- ' - �- IUAZK:';N CLJS'cTI to I ^i�' 4,1 I 1J I I � o 7 C 3 EDlzoo.vl 2 3,-.6,-- 57 - o £ y p D _F(D- o Ii �i O I r 11 �'A� •m l _ 1 OUta..J A. 9 T--. �. J G G'A Aa;n. i 't~� STl' I i _ 1A 7 " I O'lEc.SLapa .y IAA�1�✓� . !:I Ia , \ H I \ I - _ !I O SMer,pn R.N.e2. Sr;[oND_.F.1.00F- r �cc) p �vi r, ----� uJ i �3v Tzi rl rt ------------- 7 - _ I i . 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'a3 a�. __ - Pwor a rio.<o a....,....'.:- ..... .. .. i Submittal Plens for Approval by.Old I(ing's High way Historical District Commission Barnstable,Massachusetts � 1 I -p - LIVING ROOM ADDITION&CONNECTING HALL Douglas Mitchell&Christine Welsh j 2576 Barn.Main St.,RT 0A Barn - I , stable,Massachusetts .� SHEET 2-ELEVATIONS SECTION 1/4" 1'0" 12/13/06 Eli, l t i f r I h , 17-7 MF . .. .„.,.Y..,,.o., .... ., .. .,.. .. ,..[ . ... ...,. ,::,� T .. .. .. ,..E .... 646 , e , 1 ' E' , I •' :. a l ti :tom•L � 9i :� r--.�� rk t� a: �� s - ;�: z 1� tA'�f�•of y a � � ;.,.�.i 1, � .1 ; .. ���\ 1.1 .�fP,t'ft'7(A35•'�(1L+k,-,S,i t �', ''"'F„'_'_y_�- !-. F � t�� - :� : I.: , ,. .I:I: a1 .: I.,• .T+.�.. ;'Q�.�. �.::-.i r :��: :.. � .: C ',is �Y 7 S'- U , i .v 4 i 2 , 4 lI I F il. - . ,. .., .::....- `_..1, ... ,.. .. a ..... ..... -. :.,. .. ... _. — ._....: _ - - . :.. �r�x d E >t ) , rn 1 y t , • 3 : % 1 - � I= - ...._... . I Y I I i d s +I I � ; e m mid C m m ate. o ter r •N ' � � �� >• � �c�. Iva ' F a I Fs�gG� 1 PAULWOR7}BNGTONODESIGN&RESWRA ON INC 88 BOYISPON ST..BROOKIINF-MASSACEiUSUITS 02445 617 713 0663 fax 617 713 0465 a-m.Il pwor@miod,prlog.eom va j t I. :c Submittal plane for Approval by:Old Kings HiB}Iway Historical District Commission - I Barnstable,-MassachusettsEl LIVING ROOM ADDITION'&CONNECTING HALL ' Douglas Mitchell&Christine Welsh \ 2576 Matn;St.,RT 6A - Barnstable;Massachusetts ❑ � I SHEET 1-FIRST FLOOR-1/4"=1'D" cenvml r , Durripd 4 N f 1 RuIW new 34 X 31r living -n Mdi ion on hd1 f—1 on. Ruild a'X30'C.', dporeh wRI,7 dnall nl g.Ll—W. H+AD 1 rcx IJ X I; ,mrnr�,g C 0 - wRllin,d ds roof ng aM d g IJ,euslinglwuss- k - i sl.fnd whneegmr neew,urn+ngles,.a..a..rm.lmnlyd m� - ------.—J � - I Weymoulhf Ivleverrerrwn<on hying room fnuMOEon LL u 1 1 - ..,:. 1 --giS7T- Y!< R- D:NS 2. st op kd f .;. - a - - _ v t I i I .I i I ^h� I,�S'f�"La6 gpLlS/� • +� \v�� ,:YX yf.n.:=6 v':tI-Y'.'SdT491wS k Pk f� ` -,y�.QALU .TµPu='6-LTc I'L V- s"6 T((�'c."4 ,. 3o 1. FELT • _��.__ �u u I _ �`t'.Y� t woe°S bt n \ --Ban1 r� `�atv:R k "4crH sl vES Z e o i - _ .�. �°y _ /iu...� !axW Tit2u-r3u LT� °b S I�SiF! 5!.YIe- -� - GW'.?*eft - +b'p Iq2: -- — — — SHRV 13oL7y .. _h - { � :. yl WAXIT ._ �tv T� _ .....: Its I T tM . - ! .4,✓°r nl�Ttt �kNITE'CFIIPINEY� - ,..�-� 1 ji Dwii I ` ! : I - : N1ND:�'71rJbLc !RmF.:.Csair6nEQr itERfaOM.Y t_:_ aIZX t apxR T.iz . Sut riot&I"/ \ k t .. I t L-.�,.. ue c. N <- • I � a 04. I � � ': I >� �:. .� .�. 'Y6NtY'�$hY 'pHx«TaM-S44 I V\ I: I. 1, \ POST �"r Fros f3:.(civ) , �; ✓ p ha g 2�1 ..a h , : ouFHWB-T-):L; VA-.6.4 OQT+3wss.T-.:1=LE1ZAfJOh1 ��� Ti lAULWORTHINGTON♦DESIGT&RESI ORATION I!VC. I I h65° p� Jam. 88BOUS1ONST.BROOKLINE,MASSACKLISL=02441, . - -. — 86177130ti63 fix 617713(F465 rmailpworCm¢uigxu9x0lo _— i, tlSxrCSrnYv'Lkral>tED 4 2 S7Y,L-�i4lSTiN6 .f WESTaruE Phv I M6/ 1 Omar DEL1D_Ei(4ST,.BH�JW U- Screen House 1/4"=I, 0„ �fhTCh n�n ... " :. i�.':.0 1-Du.°"-tC�B '• � -'.: - �-.r{1. NEw -w I AvnvL,rn c.:. D Chris Welsh Doug Mitchell& s �sar3nra 2576Main St. .tuwfatR ` 1 'lTl 1!L '.L3LC(1475::I I �71}^rTolti'$'Crt EEN..i 12 n"11 h- I I "f l .r Tl:v ,I �! suvoD_�,rnsAn;+s?Ttt.ek 0a.mivs itit Barnstabler MA , slss7-ar�acb.[:I Pr- General Project Description&Notes 2� #G:::.j!roF 5N1;lTHfU6 Ctruct sensorial building facing ez sting swvnm rig pool. !) �68•:tM. .; 9K;j0 RI726E fb6AM .19os. _ A -Pk :pE Rrne hL Jo ..._ �� I I I` I t- 13'X 2(r smfh a t3'bay projecting 5'4'on the Northwest elevation, i Z. - - I. ..,l.i ___ 1 .j pace proje g SD—IlN7hSL [ fISE$ "mil^ end a stone hre 1 ctm +oo-z'8"on the Southwest elevation. t 4 BFG h w t k#n o CF no],Ihc slab a wnth 8"T wn o as s o n. �- TnMmmed lam ost uprights,trimmed 4x10 PC pervneler beam, 0 BEEN:: � p ripen truss and framing detaa above. L x it�Wsln""::91(6:3rLcGer �V: A 3�t II ( I install is with connectors and walls bean nn I'i platesrndependent Pos nS se. ` Sc I SN11'NUF:�. ,1f>J , to onsdeck t'but with n ing de lwv lsa p t pp r I! decking,but decking is not captured.a 1 oorrid os s e -4, .. -dr I Floors iX4 VG Fir decking on 2x4 Pp sleepers. .. � �� \� ��- I. I- \ I �L '� � � rt• �"`SA , A113 1/2'x 3 1/z"lam posts to nave Simpson CBSlT14-SDsz BoL& ts"Cle/ r/ �, �• r NtE'1 I Mkt/� - I T _ Simpson CCQ3-4SD 2.5 el top All 31/2'x 51/4"lam posts to have Simpson CBSQ46-SDS2 Boi-&- Q Sunpson CCQ}eSD 2.5 at top. '�' 1 I TSflr7,TH :' Truss to beam connectors-Simpson H14 Rafter to beam mnnecrors-Simpson Hfi 9:x 1punl,'vxrFo 31 n',F3a:-e.. E SG E LL I PT ILAL f'>A`( F�].OvS.E:,LI PSE All mnnenors For use sYrth PT lumber to have G-MaA.corrosion resistance. _KAOIAL'FphMlr.16 3<g FIR F. T.'2 t 1 -:s-T.A$ va0 c, PAR S AT•N6 5 IZvoE.PtatJ N 'W T%YDGIJ.::FRFri7tU6... 11coFCjtLTT, t�i: 3oX4D5 .. 5'ZO '=5 G� • y � is ��,� _ J f a _ 10 Ic AlWn - - _ PALTL WORTHING'PON• _ . ._. ... _ ♦ DESIGN 8r P;EShORATI O N INC, N ST.BROOIQINI;,MA%ACHUSETM Q2445 - 8$BOYL.SPO _ x , 'Q 617 713 0663`fax 617 713 0465 e-mail pwor@mindspring.com +� Submittal Plans for Approval by: Old King's Highway Historical District Commission _. SECOND FLOOR ADDITION Douglas Mitchell & Ch ristine C shn eWelsh 2576 Main St.,RT 6A Barnstable,Massachusetts SHEET 1—SECOND FLOOR PLAN AND ELEVATIONS 1/4"= 1'0" .=j:-�.c.d N..D..._.�L00 R".P't—�►�... 10/1$/10 General Project Description Build 11'6"X 12'6"Second Floor Closet Addition over existing first floor space. Remove and re-use 2x2 casement windows at existing second floor hall and frame for cased opening into new addition as shown. All exterior trim details,roofing and siding to match existing house: d white cede side wall r sid wall shin les red cedar P roof, aimed trim. g J1 d Vn 1 i. i J s - i 1 i i f� I V i 1. z • R j i Y ,o N , t n ' O p, k � t sy /r 1 r i I VE I TAS O VE I TAS VE I TAS' VE I TnS engineers PA we WO#QTH1Ao d-rO - DCLS/G/L/ engineers Client Job No: Sheet of � Client Job No. Sheet of Subject I S 76 IM 4/IV s A E C T By Date _ . 7 �Z Subject By Date A R N S 7 A a is Nof Ckd Rev Ckd Rev {- 42 I � E C ,vC 3 Si i I E E 1r f _.... , ._ zz ���6 �fi .6 .,2 C v I• � { f _ I / G R o TpIM /eL� !3 RS O _ -.�...... ."_ 1 ;. ;........_ S._..... { ,..... �r._... .. -711F , � w� I } I t {1..� I f _ TOF } s �- { { t i i --t I � � �� � 1111t 1�1 { E i e ( H� �{ — t r �# - 1 i eA- -._. _-.-_ ...i � F i s' I ! :, CIO I j � { �t i { � { _�—. � � ►- —�, I r --- ----i-- - -- - E . 1 �-��-•cr • i. t � � � I 1 � � ! i , �� - 17—.�_•�. } —_� � _�--�- —_t.. �_._.`- -�--..f"-_"j 1 S�—•� � ---1—_.4 —._ , - -_Y SFc.r I oiv r 1 i Fi t1 , _ 1 t t t i I f 1 F _ l • r. i i I 1 � . i ; i _ - j;.CAS• � - r., r /BATH 1 1 - � iw / vA. ;G4 / Ta _ L _ TF. - 1 101 �r - _' � r�r :Gl:Ic.Ytf � f • I � ! • i.--- ---� is / � _ k" PAUL WORTH NGTON a DESIGN&RESTORATION INC 88 BOYL rON ST.BROOKUNF MASSACHUSETTS 02445 Q 617 713 0663 fax 617 713 0465 e-mail pwor@mindspring.com GENERAL FLOOR PLANS Douglas Mitchell &Christine Welsh 2576 Main St.,RT 6A Barnstable,Massachusetts SHEET 1—FIRST FLOOR PLAN-1/8"=110" 8/6/12 REV• lO/3/1Z i t i S:JS�T�1TtF�--� __. r .- - n rn 9,aceM 4 H �- `• : J _ -l�z1i45 TE f2 t3E+?!2'o0n't LEI l II i i PAULWORTHNGPON DESIGN&RESTORATIONINC 88 BOYLSPON ST.BROOICUM MASSACHUSETTS 02445 4 617 713 0663 fax 617 713 0465 e-mail pwor@mindspring.com GENERAL FLOOR PLANS Douglas Mitchell &Christine Welsh 2576 Main St.,RT 6A Barnstable,Massachusetts SHEET 2—SECOND FLOOR PLAN- 1/8"=110" $/6/12 RE V. 10 13112 r SYSTEM PROFILE PROVIDE WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE) CONCRETE COVERS TO WITHIN 3" GRADE �J ACCESS COVERS TO WITHIN 6" OF FIN. GRADE *,,. 50.7' DOUBLE WASHED PEASTONE OR Barnstable TOP FOUND, EL.\ GEOTEXTILE FABRIC Harbor 49.0' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 BLOCKS OR SB U I LT TIES RISERS (TYP.> ( ) IS MORTAR ALL PRECAST RISERS *MATCH EXISTING GRADES V.I.F. A `• COMPONENTS H-10 C-1 28.4' D-1 29.2' PROPOSED RE-USE FEND . (T�•) INV'S EL 36.4' 3' , ' D-2 35.45 ' ENDS J` SIDES 37.4 C-2 32.9 EXIST. C-3 36.65' D-3 40.2' EXIST. 10" 200o GAL H-10 14" °°°°°°°° SEPTIC TANK TEE 1500 �°°°°°°°° ' D-4 47.0 MATCH TEE ° ° ° ° y®p�� 0000000000 C-4 42.5 EXIST. MATCH GAL 62"MMIN SNT PDIM. i 1-J 'O ° GAS BAFFLE::• EXIST. ST °°°°°°°o°°° ° ° ° ° C-5 36.7' D-5 49.8' °°°°°°°° °°°°°°°° _ °g°o°g°g °°°°°°°° 34.4 ROUrf C-6 18.1 D-6 53.4 EXIST, - ' EXIST. '��_., sq ' :a : 4 LIQ. LEVEL (ACME OR EQUAL) :; C-7 52.4 D-7 85.25 ' r :' "�' ,__ �"'""` 4 1-1 2" OOUBLE WASHED STONE H 20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. RAILROAD C-8 87.7' D-8 117.1 o°oo°o°°o°oo°o°om°000°00000000000000000a°0000000000o ALL"AROUND PRECAST STRUCTURES (4) ADD'L UNITS REQUIREDiIIIIIHi +0o o-�.°.n-m.� o 0 0 0 0 o-o.n-.+-n.o.o o RE-USE D'BOX 6" CRUSHED STONE OR MECHANICAL tO O 2? *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER COMPACTION. (15.221 [2]) MIN. OUTLETS AND ELEVATIONS PRIOR To INSTALLING ANY. PORTION OF SEPTIC SYSTEM N MIN. ( 1 x SLOPE) ( 1 X SLOPE) WATER WEEP AT EL 28.0 LOCUS MAP SCALE 1" = 2083' G� BENCHMARK: USE PATIO ELEVATION AT 41.0' ASSESSORS MAP 258 PARCELS 2-1 ZONING SUMMARY SAND / / % , ZONING DISTRICT R-2C RESIDENTIAL DISTRICT cC i o GRA PIL MIN. LOT SIZE 2 ACRES MIN. LOT FRONTAGE 20' W H 0 20 GA . D MIN. LOT WIDTH N/A 6 ST1 HSE ,--� MIN. FRONT SETBACK 30' 1 W I MIN. SIDE SETBACK 15 ,� MIN. REAR SETBACK 15' / 2 _ MAX BUILDING HEIGHT 30' ---r MAX BUILDING HEIGHT 2-1/2 ST. �6 / ✓ �n0 �� REFERENCES o / 7 XiST. 1 0 ��L/ryC � � � � � / L. SEPTI . ANK ST Sr O PLAN REFERENCE: BOOK 633 PAGE 14 J�S3�1y / 7� (4) H-20 500 GAL. CAMBERS WITH 4' BL. / A4;70 \� l WASHED STONE AT E AND 4' AT SIDE MATCH - _ s +50. EXIST. SYSTEM TION _ ,_ DEED REFERENCE: BOOK 10172 PG. 197 TOP CO .4 0 0, p�oX` D t W PROPOSED ALTERATIONS TO EXISTING BOOK 10172 PG. 205 O�� S (shoN,n vo mo � EXIST Rf � � � � LEACHING FACILITY �^ � �wAy , ," 20' NOTES ES. 38 T 4 / Pq� / E E Ems-_E E / 1 / E---E 1. MUNICIPAL WATER IS EXISTING T 3 /� s�. �-- E� / '"a1; I 2. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 3 I �o V T S?+�' y� oJ��� 9 I', •c ' �� 772]� I 3. DESIGN LOADING. FOR ALL PROPOSED PRECAST 500 GAL m I UNITS TO BE AASHO H-ZQ tK "� 0 3 o PROP. GARAGE Gy I °3 3 ,�o U W/ADD'N ABOVE 0) 1 % 4. PIPE JOINTS TO BE MADE WATERTIGHT. 3 3 5k 6 p �' I +50.9 .. O p RR. E - i55] 5. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 5 58 3 , , 310 CMR 15,000 (TITLE 5.) .' WITH 5.77 CRES tTTL:. p , ---- __ _ a p � � _ � E » • ► � J � � 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND 6 +49.8 49 ' NOT TO BE USED FOR LOT LINE STAKING OR ANY i �52.9 :P =6' I [ �41] i O OTHER PURPOSE. -7- -S'YS/ P E. =�R SpNo` _ i �- 7. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. f f 8. COMPONENTS NOT TO BE BACKFILLED OR s4 1 LE �. Ss '� --� GYL� 7 I CONCEALED WITHOUT INSPECTION BY BOARD OF EXISTING SEPTIC STEM TO BE REMOVED HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. i v♦ es ❑ sa CS C� MAP y "' D 9. ANY UNSUITABLE MATERIAL ENCOUNTERED grove sy IRR. BO to I SHALL BE REMOVED 5 BENEATH AND AROUND THE 49 9 PROPOSED LEACHING FACILITY. TEE e& G[51I1d DATUM: NGVD CONTRACTOR SHALL NOTIFY DIG-SAFE h G S NE 5 PL 61 AND PRIVATE UTILITY LOCATION SERVICES GP I i PRIOR TO ANY EXCAVATION Co 1, G c`Oo o co I W �t UG EI E v1Gt U.P. 6 OE SEPTIC ASBUILT PLAN NOTE: TEST HOLE ELEVATIONS FROM ORIGINAL TOPOGRAPHIC SURVEY D. 2007 TEST HOLE LOGS To ACCOMPANY ELEV. ELEV. ELEV. ELEV. SYSTEM DESIGN: LANDSCAPE & CIVIL s 4 41.0' _ ENGINEER: A.H. OJALA / DAVID FLAHERTY - - _ - 2 - 0„ 4 37.0' p�� 41.5 0" - 40.0 0„ WITNESS: J. DUNNING/ D. DESMARAIS - AP A 36" FILL 36" FILL GARBAGE DISPOSER IS IS ALLOWED SITE PLAN DATE: 10/16/97 / 3/8/07 LS LS A A DESIGN FLOW: 7 BEDROOMS ® 110 GPD = 770 GPD PERC. RATE _ < 2 ,MIN/INCH 12" 10YR 3/4 12" 10YR 4/2 LS LS USE A 770 GPD DESIGN FLOW OF PROPOSED GARAGE CLASS I SOILS P#S 9027 11647 1OYR 3/4 1OYR 3/4 Bw B 42 48" LS LS B B SEPTIC TANK: 770 GPD (2) = 1540 USE A 2000 GAL. SEPTIC TANK AT 2576 ROUTE 6A 24„ 1 OYR 5/8 35.0' 36„ 1 OYR 5/6 38 5' LS LS IN PLACE OF EXISTING 1500 GAL. SEPTIC TANK MA 1OYR 5/8 1OYR 5/8 (RETAIN 2nd 1500 GAL. SEPTIC TANK) BARNSTABLE, C1 52 35.7 52 36.7 LEACHING: PREPARED FOR (OWNER/APPLICANT) C1 C1 PERIMETER: 221 LF x 2 (0.74) = 327.1 GPD �+ QQ C MS FS 1145 SF 0.74 = 847.3 GPD DOUGLAS S. MITCHELL & PERC FS BOTTOM ( ) _ - 1 1 OYR 7/4 2.5Y 7/5 2.5Y 7/5 5.6' TOTAL: 1587 S.F. 1174.4 GPD* CHRISTINE WELSH ELSH off 508 3s2 45a MF 132 0.5 66 4•5 65 I fox 508-362-9880 downcope.com 0 USE 11 (TOTAL) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) JUNE 13, 2012 down cope e�gk0trkofs h7t. 2.5Y 7/3 C2 C2 C2 IN STONE IN CONFIGURATION SHOWN (SEE DETAIL) REV. 8/23/12 (7 BR SAS) civil engineers � HOFMAs `�HOFM,480, REV. 1 1/30/12 (H-20 TANK, REV. SAS) g ti REV. 12/7/12 (ASBUILT SAS REVISIONS) land surveyors SL FMS FMS *NOTE: SAS SIZE INCREASED BY 50% DUE TO GARBAGE GRINDER o`' DANIEL ANIELA. �s 939 Main street ( Rte 6A) 108 BS'7 GW 28.0' 2.5Y 5 2 2.5Y 7 3 2.5Y 7/3 o� A. o a JALA in, YARMOUTHPORT MA 02675 / (PROPOSING 4 ADD L H720 500 GAL. CHAMBERS WITH 4 STONE AT SIDES, 3.5 AT END OJA � CIVIL N Scale: l"= 20' 144'0 (WEEP) 25.0' 138" 30.0' 144" 28.0' 132" 30.0' �No.409 .4650�0 � . \ OP O GI Tf `a NO GROUNDWATER ENCOUNTERED ao s o ON .ENG 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, PLS, PE 9.4-045 CONSERVANCY-09 PROP. GAR 2012 94-045 i - T.O.F. AT EL. 50.7' SEPTIC PROFILE TEST_ HOLE LOGS I ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, SE ) / /44.0' MINIMUM .75'- OF. COVEROVER PRECAST � WITHIN 6" of FIN. GRADE � WITNESS: : JERRY DUNNING 45,0' 2% SLOPE REQUIRED OVER SYSTEM 41.0' "` DATE: 10/16/97 _ gIAJ o RUN PIPE LEVEL 48.0' FOR FIRST 2' P PERC. RATE _ < 2 MIN. PER INCH (2) PRO OS�1500 (3 MAX) 41:42? GALLON SEPTIC 41.0' TEE 38.0' CLASS 1 SOILS P# 9027 ��7 \ p TANKS (H- 2O ) _ GAS , v BAFFLE 39.17' 0000 39.0 "37C:2t ED ,E C7 0 0 0 E Ci 0 0 0 [ ) 0 0 Q 0 C)�t o 3' AT SIDES�6" CRUSHED STONE OR MECHANICAL E C] 0 0 0 0 0 � O �• ELEV. ELEV. SLOPE) COMPACTION. (15.221 [2)) 1 Q0 0 ED E D CI Cl E E 01 i o 35.0' „ Q 37.0' 0" 41.5DEPTH OF FLOW = � 0 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED S1{�NE Ap A INLET DEPTH = 10" I LS LS OUTLET DEPTH = 14„ ��' � � 12, 10YR 3/4 12,> 10YR 3/4 LOCATION MAP SCALE 1" _ �' 7' Bw` Bw ASSESSORS MAP 258 PARCEL 2 FOUNDATION 59' - ST - 5' ST _ 3' - 33' LEACHINu - ZONING DISTRICT: RF # LS LS 1 #2 D BOX FACILITY ALLOW 1/4" PER FOOT DROP FROM (MAX)( ) 28 0' ** YARD SETBACKS: POOLHOUSE TO INVERT OUT OF 10YR 5/8 FRONT = 30 COTTAGE FOUNDATION (LOWER EXIT 24" 35.0' 10YR 5/8 SIDE = 15' INVERT IF NECESSARY) BENCHMARK: USE TOP FOUNDATION ' - 4 OF COTTAGE AT ELEV. 50.7' 36" 38.5' REAR = 15' - PLAN REF. - 305/31 " PERCHED WATER ELEV. AT TH 1 C Cl FLOOD ZONE: C s MED/FINE MED/FINE SAS 15 GREATER THAN 2.50' TO WETLANDS 2.5Y 7/3 2.5Y7/3 LOT 1 108" 132 30.5 obs. water 28.0 C2 5.6 ACRES - SILT LOAM . 4 USE CAUTION IN AREA OF GAS LINES! ! ! 144" 25.0' 138" 2.5Y 5/2 30.0' NOTES: 44 i _ - Ivl IJ SPPTIC' r)FSI(. i ^r , . 'L0`"E'D � ._- I H DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD 2. MUNICIPAL WATER I5 EXISTING af3 USE A 440 GPD DESIGN FLOW 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 SEPTIC TANK: 440 GPD (_2_ = 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE 2 1500 GALLON SEPTIC TANKS IN SERIES 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. N 2(61.5 + 10.83) 2 (.74) = 214.1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: USED FOR LOT LINE STAKING. PROP. 61.5 x 10.83 (.74) = 492.9 STONE PATIO BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. * 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: 955 S.F. 707 GPD I EXIST. DWELL USE (7) 500 GAL. LEACHING CHAMBERS. (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. T.F. = 50.7' EQUAL WITH 3' OF STONE AT SIDES AND 1.0' AT ENDS ) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR * SAS SIZE INCREASED BY 50% TO COMMENCEMENT OF WORK. s� PROP. POOL L E G E N D Sl TE AND SEWAGE PLAN w i 100.0 PROPOSED SPOT ELEVATION OF 1I GAR = 4 2576 MAIN STREET 19 10Ox0 EXISTING SPOT ELEVATION P6ti \ IN THE TOWN OF: HSE G 100 PROPOSED CONTOUR BARNSTABLE (VILLAGE) G 9A _ APPROX. G O LOT I q 100 EXISTING CONTOUR PREPARED FOR: �- �o+ -� - D. S. MITCHELL cas GATES UTIL. POLE ( WSO WATER SHUTOFF 0 0 30 60 120 O 3 LOT 2 BOARD OF HEALTH wS MA SCALE: 1 = 30' DATE: DECEMBER 15, 1998 APPROVED DATE 12" AR EXISTING�EACH FACILITY SEPTIC ESMT. off 508-362-4541 QUAD { 0 fox 508 362-MO OCHERRY .! VENT down cape engineering, inc. �,� QQ / BENCHMARK: PK' c ARNE NAIL AT EL. 49.0' OJALA PAIN Of A# A CIVIL ENGINEERS _ CIVIL � AANE �cy�s 11" EN . 4 LAND SURVEYORS y STORY � H �.�. 9fG1 WOOD 939 main st. yarmouth, ma 02675 fss�o = - i ---- ---- - FRAM / IST1 O .�.,5. -._ii • JOB# , 94-045 T s �J Barnstable o Harbor R6,14 TF RAILROAD �S D O D C —1 ` RIGHT OF WAY EASEMENT DB 864 PG 347 L LOCUS MAP \ SCALE 1" = 2083' 5.77 ACRES TTL. ASSESSORS MAP 258 PARCELS 2-1 & 2-2 ZONING SUMMARY 50.8 ZONING DISTRICT R-2C RESIDENTIAL DISTRICT MIN. LOT SIZE 2 ACRES MIN. LOT FRONTAGE 20' MIN. LOT WIDTH N/A � _ / MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' / 'E 'WsnNc 1 MIN. REAR SETBACK 15' /� MAX BUILDING HEIGHT 30, /Ll MAX BUILDING HEIGHT 2-1/2 ST. v ` \ P4)70 EXISTING SEPTIC I / - � \�� / / 1 � --._- - , / , w REFERENCES o SYSTE w„ oAPi°xt�ot' _ EXIST pRl l l�yJ ►�EWq * P 7 E Y I i E -- E E E E E PLAN REFERENCE: BOOK 633 PAGE 14 _..•52_ ' i y ook f ; \ ( DEED REFERENCE: BOOK 10172 PG. 197 —53—f s?�, pvs�' 3 BOOK 10172 PG. 205 —54— PROP. GARAGE .� i �% ae— ' B \ r , 'S 3 d \ \ _ "52 i / — - --- -�s ' .0 NOTES: \ DATUM: NGVD 62— MC CONTRACTOR .SHALL NOTIFY DIG—SAFE _ i AND PRIVATE UTILITY LOCATION SERVICES �3535,60 �\ ` 12 C✓[iTy Q° PRIOR TO ANY EXCAVATION — / LILACS MAP fp grove - fill �' Seabur FAG i LANDSCAPE & CIVIL i SITE PLAN 1 OF PROPOSED GARAGE AT 2576 ROUTE 6A off 508-362-4541 fax 508-362-9880 - BARNSTABLE, . MA downcape.com © PREPARED FOR (OWNER/APPLICANT) 0WO ca a Rfif ifieeflfif, iac. DOUGLAS S. MITCHELL & civil engineers CHRISTINE WELSH land surveyors 939 Main Street ( R to 6A) JUNE 13, 2012 YARMOUTHPORT MA 02675 "OFMAss �jHOFMASS DANIEL ctiGu ' o DANIEL cyG� Scale:1 20' o OJALA CIVIL OJALA m No.46502 ND 0 10 20 30 40 50 FEET 10 AJ �L �SIONAL N\ �N®sub /1 - 94-045 DATE DANIEL A. OJALA, PLS, PE 94-045 CONSERVANCY-09 PROP. GAR 2012 SYSTEM PROFILE TOP FNDN. AT EL. 50.7' (NOT TO SCALE) NOTES x ACCESS COVERS TO WITHIN 6" OF FlN. GRADE ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE ' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD a Z° o F44.0 2x SLOPE REQUIRED OVER SYSTEM 41.CT] INSTALL INLET 4" DOUBLE WASHED PEASTONE 2. MUNICIPAL WATER IS EXISTING r. RUN PIPE LEVEL * TEE I" FOR FIRST 2' OR GEOTE MLE FABRIC „ EXISTING •IXISTING 1500 !wnw, Q2 OUTLET INVERT 3' MAX. 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. GALLON SEPTICri *EXISTING* GALLON SEPTIC *EXISTING (41.0'f) " 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO *EXISTING TANK (H- 1 Q ) EXISTING TANK (H- 10 ) 3 H- 10 , :: .. BAFFLE 37.57 37.4 0 O 0 0 37.0' p p O 0 O O O O o 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6" CRUSHED STONE OR MECHANICAL a a o a o 0 0 o a o DEPTH.OF FLOW = 4 COMPACTION. (15.221 [21) 2' O O 0 O 0 O O O A 35.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TEE SIZES: MASS. ENVIRONMENTAL CODE TITLE V. INLET DEPTH _ _]� 3/4" TO 1 1/2" DOUBLE WASHED STONE OUTLIET DEPTH = 14" 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o , a BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ( 11 x SLOPE) ( 1 x SLOPE) FOUNDATION EXISTING PRIMARY SEPTIC TANK EXISTING SECONDARY SEPTIC TANK 31' D' BOX 40' LEACHING 7' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o Routes FACILITY 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED (PORTION EXISTING) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP PERCHED WATER AT ELEV. 28.0' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE 1"=2000't LEGEND AT TH-1 DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION 100.0 PROPOSED SPOT ELEVATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO gSSESSORS MAP 258 PARCEL 2-1 COMMENCEMENT OF WORK. LOCUS IS WITHIN FEMA FLOOD ZONE C AS 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SHOWN ON COA MUNITY PANEL #250001 0003 D 100x0 EXISTING SPOT ELEVATION DATED JULY 2, 1992 100 PROPOSED CONTOUR / REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 34 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN AP OVERLAY DISTRICT 100 EXISTING CONTOUR REMOVED 5' BENEATH AND AROUND THE PROPOSED INSTALL 37't 40 MIL POLY LINER LEACHING FACILITY. / A/ AS SH OWN 38.0'PER PLAN TOP EL. TEST HOLE LOGS TEST HOLE LOGS BOTTOM EL 34.0' 13. NO KNOWN POTABLE WELLS WITHIN 150, OF PROPOSED SAS. 36 ENGINEER: A. H. OJALA, PE ENGINEER: DAVID FLAHERTY, R.S. LOT 1 14. SAS IS GREATER THAN 250' TO NEAREST WETLANDS. JERRY DUNNING WITNESS: WITNESS: DON bESMARAIS, R.S. 5.6 ACRES 38 / DATE: OCTOBER 16, 1997 DATE: MARCH 8, 2007 40 42 PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH 5' REMOVAL OF UNSUITABLE SOIL # 9027 I REQUIRED AROUND PERIMETER OF CLASS I SOILS P CLASS SOILS P# 11647 LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. EXISTING PORTION 44 OF SAS TO BE ELEV. ELEV. ELEV. ELEV. RE-LOCATED 2�? PROP. H-1 on 37.0' 0„ 41.5' on 4 40.0' 0„ 41.0' Ap A H-2 LIVING ROOM LS LS _. ADDN. 36" FILL 37.0' 36" FILL 38.0' >. :: 41 46 12 1OYR 3/4 36.0 1OYR 3/4 „ f r•• 12" 40.5' 34 w -3 t Bw Bw A A O LS LS LS LS ry �. 1OYR 3/4 1OYR 3/4 TH-.4 O O ,9 1 OYR 5/8 35.0 » 1 OYR 5/8 42" 36.5' 48" 37.0' O , 24" ' 36 38.5v B B ,16. LS LS C C 1 52" 1 OYR 5/8 35.7, 1 OYR 5/8 ' PERC MF 52" 36.7' ' 2.5Y. 7/3 . C 1 C 1 ti � M F 132" 30.$' PERC FS FS STONE PATIO sss� 2.5Y 7/5 „ 2.5Y 7/5 R° A� 2.5Y 7/3 C2 66 34.5 65 35.6, EXIST. DWELL TOP OF FNDN 50.T 108" 28.0' SL C2 C2 = OBS G.W. 2.5Y 5/2 FMS FMS- „ (WEEP!NG) 2.5Y 7/3 » 2.5Y 7/3 144 25.0 138 30.0 144 28.0 132 30.0, POOL SYSTEM DESIGN. NO GROUNDWATER ENCOUNTERED : GARBAGE DISPOSER IS ALLOWED - DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD GARAGE USE A 440 GPD DESIGN FLOW TITLE 5 SITE PLAN SEPTIC TANK: 440 GPD (2) = 880 (2) = 1760 USE (2) 1500 GAL. SEPTIC TANKS IN SERIES (EXISTING) OF LEACHING: SIDES: 2 (61.5 + 10.83) 2 (.74) = 214.1 GPD M N ST. RT. 6 A G - G A BOTTOM 61.5 x 10.83 (.74) = 492.9 GPD N+ APPROX. LOT 1 � TABLE,'OO TOTAL: 955 S.F. 707 GPD* MA G GAS GATES USE (7) 500 GAL. LEACHING CHAMBERS (AC OR EQUAL) PREPARED FOR ( WITH 1' STONE AT ENDS AND 3' AT SIDES AS SHOWN LOT 2 * SAS SIZE INCREASED BY 50% DOUGLAS MITCHELL 18.E-7 "W �8hq'52 DATE: MARCH 9, 2007 WSO Scale:1"= 20' ,- E AR r--� ,- APPROVED DATE BOARD OF HEALTH MA 0 10 20 30 40 50 FEET O0G , QUAD tk CHERRY ;,l /y��o'06 .�t �, off 508-362-4541 fax 508 362-9880 BENCHMARK: PK y�� R NAIL AT EL. 49.0 4�NOF LIHOFAM4Ass down cope engineering, in c. 2 STORY 11" EN , oti A H E Cl I/IL ENGINEERS WOOD ��9 �. ` LA � FRAME DWELL. PLE OJALA o H- No.26348 ICI LAND SUR VE YORS DA uR� T a ., P.L.S. 939 Main .Street - YARMOU THPOR T, MASS. DCE #94-045 94-045COTTAGESEPTIC_ADDN.DWG (DDF) 1'uwu of 1 Iruslable Deliartinent of I leallh,Safety,and Environmental Services Public Ilcatlth Vivisiun 367 Main Street,Ifyannis MA 02601 1 aAa rAUX I alp .' I . I/_ _•q' Time Tee I'd. tp torAXlIII Date Scheduled tJ' 1ss essrtrent or' Sewage DisposalSccita6cicSort d ) -Witnessed BY: Performed By: /ter --- v LOC A/'FION & GENERAL INFORMATION Location Address 9-6 -76 Iw 6tq Al -'^r'` owner's Name 'PCs U V-CswL6r Address Engineer's Name ,vc l to!L Assessor's Map/Parcol: ,'1.52;/ Z- NEW CONSTRUCTION REPAIR TclephoncH O l0 Surface Slopes Land Use VA A ^ — c Slopes N ilF ter Well 'It n It Possible Wet Area _ "Drinking Wa Uislnnccs frorn: open Water Body„_ O R V /- n Property Line —R Other Drainage Way tions of test holes&pere tests,locate wetlands in proxhnity io holes) sl(j J'I'CII:(Street name,dimensions of lot,expel loci A/ L64- r i4A, t tz.z O l rl.n,T`j AD 1.. th to Bedrock 3 S— Parcnl III tcrial(geologic) Weeping fluor I'it I'ncc iJcpt!I to(,Ioundrvalcr. Stan(ling Wolcr in 11u1c: —_—. —'--__ ke Cstintatcd Seasonal Iligh(iruundwnter MOM !AWj*j0tTA fl,Itf111NA'I'1..)i`d vl:c. te.hud Uscd: _ in. Ur!+h lu scs!I mottles: dF I Ucplh Ubscncd sf,mding m ahs.hn!e: 1---- I lcplh to+vecpilrg from side of ubs.hale: ae -- ------ A+Ij.fa:tur —.,—_ Adj.Groond'.vatct Level-- J1cading L>.!c:—_..----. III('"Wcllcl -•----_.. Index 1Vcll N_—•--- 1 I,71+vt)XJ'..— T : in• 17' I?fttt In (` R II illl_L0Al Observation Ze 10-- 'Time nt 9" Z _•___-- fintc tA Addiii•jim! l•csliug Nccdcd(YlN). Site SUltability Asscssm-nC Site 1'n Original: Public Ileallll lAvision observation Hole Vat, ru Be(;uttti)h etl utt liack----- Copy: Applicant DEEP OBSERVATION ROL"' OG Hole# peptic from Soil Horizon Soil Texture Color Other Surface(in.) I (USDA) Munsell)ng (Structure,Stoncs,Bouldcres. SlSltlt n v/e Gl t It 4 7Z-Iyy c, Z,S y, fi--- DEEP OBSERVATION HOLE LOG Hole# ,P,, Depth from Soil Itorizon Soil Texture S60 Color Soil Uther Surface.(in.) USDA) Munsell) Mottling (Structure,Stones,Houlderes. Consisicneo,nGraycli 12_G taw La /o Y2s Gr M -F,N r sY 3 1,3 Z:7-!/l±rC 7— ti IIE ;P OBSERVATION HOLE LOG Hole# ri-pth from Soil Horizon Suit Texture 5 "olor Soil Surface(ir.) t 1Sf.;;;l 0,tr111Sf11) Mottling (StrULIt:;e,_tancs,t;uui4! .L;- Consiz X.°.e DEEP OBSERVATION HOLE LOG^Hole# Depth from Soil H Soil Other orizon Soil Texture Soil Color Mottling (Structure,Stunes,BOultteres. Surface(in.) USDA) Munsell) 6 n Grifycli Flood 1nsucaa9LBAtLN= Abovo 500 year flood houndary. No_ Yes X Within 50o year boundary No— Yea W ithin 100 year flood boundary No— Yos Depth of Nalurally.QCsltrr 1. pervi us Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,What is the depth of naturally occurring pervious material? certification r I certify that on date) I have passed the,soil evaluator examination approved by the Department of Environmental Protectwn and that the above analvsis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017.