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HomeMy WebLinkAbout0414 BAXTERS NECK ROAD - Health 414 Baxter Neck ,( Marstons Mills) A= Q! vr _ O� 3 i �oFt r°�ti Town of Barnstable o� Regulatory Services + BARNSTABLE, ° 9� '�: � Thomas F. Geiler,Director Ajf0�,�A Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 DATE: I`f NUMBER OF PAGES TO FOLLOW: TO: FROM: PHONE: PHONE: (508)862-4644 FAX PHONE: ^ FAX PHONE: (508)790-6304 cc: � #Ig�e .�t�� �11 I' ,o o r 'e Re 13 Ple e C�omri�en NOTES/COMMENTS: Q:\Fax Form.doc Fax Send Report FEB-21-2014 09:15 FRI Fax Number . 15087906304 Name BARNST HEALTH Name/Number 915084289617 Page 3 Start Time - FEB-21-2014 09:13 FRI Elapsed Time - 01'26" Mode STD ECM Results [0.K) Town of Barnstable Regulatory Services HAM Thomas F.Ccilcr,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 MINN.—tk�^,��t,1 k-:.ME ' l DATE: s LI NUMBF,R OF PAGES TO FOLLOW: TO: k FROM. PHONE: PHONE: (508)862-4644 FAX PHONE: 1 FAX PHONE: (508)790-6304 NOTES/COMMENTS: -- V / Noce 1 �'A a to (AFix Form.doc 5/4/2020 J ShowAsbuilt(1700x2200) cpa- ' or T TOWN OF BARNSTABLE LOCATION_4 14 eg r Q : 6" - SEWAGE# aa/3—10 3 VII.LAGE 9 y& Aktdfa ASSESSOR'SMAP&PARCEL '7s -033 INSTALLERS NAME&PHONE NO. d' SEPTIC TANK CAPACITY /S©O H A O LEACHING FACILITY;(type) (060 a fl? (size) IC/ 2 S r NO.OF BEDROOMS �O OWNER 7V - PERMIT DATE: J&JI /3 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� ,e Fib J A- 1 =3a i a'3= 3� © a 6 -a= 47 ' D L E�H rrjrLo https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=075033&sq=1 1/1 1 -3D =` o a = 4 i a � 13 -a= 47 D 0 - 3z o _ 4 — ir4 ' G 1 I _ J TOWN OF BARNSTABLE I:OCATION ,Q SEWAGE# a®l 3 —fa VILLAGE ASSESSOR'S MAP&PARCEL 75 `03- INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY 1-5700 H A O LEACHING FACILITY:(type) 6 d "s f12 (size) NO.OF BEDROOMS OWNER A.." r PERMIT DATE: Lo /,3 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 --- �- a I 41 �. _ ®9® 47 I rol ,�----� TOWN OF BARNSTABLE LOCATION AA SEWAGE# a1913-/03 VILLAGE ,o{�`� ASSESSOR'S MAP&PARCEL 7.S -O INSTALLERS NAME&PHONE NO. 9 SEPTIC TANK CAPACITY 15 00 F-f ,Z LEACHING FACILITY:(type) - (size) %d f( 2 5 P NO.OF BEDROOMS �w OWNER 20�C & ,per_. PERMIT DATE: /® /°3/ / 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 ,� o 22 / r" No �cJ " L o, C _ ^� Fee 15 THE COMMONW€ALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Oisposal *pstrm Construction permit Application for a Permit to Constructs* Repair( ) Upgrade( j Abandon W ❑Complete System Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. �� ,Naas s+s m.Y/s Po3o,c 136- Assessor's Map/Parcel J' ®33 �i'`Y fnrs,�jeC /1 d ^"11 S Installer's Name,Address,and Te1.No. A4mi-� C;oe, . Designer's Name,/Address,and Tel.No. 41 7 P JPa� PO&K 077 0ste //e Type of Building: Dwelling No.of Bedrooms (o 7 r Lot Size 111V, 999 sq.ft. Garbage Grinder( ) Other Type of Building Res,'ci/n No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��'4 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title AIVeeS� iprovwrc�- S Size of Septic Tank /,;'00 ,&-h n Type of S.A.S. tevc tea S ( Description of Soil 'te64 ND # I o Wer a^p����( e/ �'..IZ /oYR 3�2 /N.Ssia&, Lamer J2—)�C" .l oY2 9 !'1, sct-�dl .0 Re—/32 �o�R , Course- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Id Agreement: � D 2 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in C jS 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 , Si d Date4 Application Approv d by a Date / Application Disapproved by Date for the following reasons Permit No. aU 3 `O Date Issued / ers'�'.-.�..y+...,,.t.,,.-.^_..a,.•'+,Lr"....:..�,+.rY�,�y 'c,�",�.�t'�l�:e�.-x_.....�....,..mt-'-.�,„,r�.�,,,..�..wt,n.nw.�«nr...w'..s+..«.�.:wr+.-.......,,,.--• ..... .. ..t.--".Ce r .,'7!iVo4 �J G. t it t Fee TH C MMONWEALTH OF MASSACHUSETTS Entered in c r puter: 1 T PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ;�Yei� -` �• ftplication for Misposar Opstem Construction permit r Application for a Permit to Construct 11,- Re air U�Y lade Est-Abandon � ! PP fit) p ( ) pgr ( )' O ❑Complete System .Individual Components Location Address or Lot No. 4wy 73u,�(yler 1*ek RoP Owner's Name,Address,and Tel.No. 1 /�r C e Assessor's Map/Parcel •7 j o33 y�� �fe�f,(/�C/� /ZQ( ---rftOAs .y"115 Installer's Name,Address,and Tel.No. �kpof,� , Designer's Name,/Address,and Tel.No. ��©�.._/ V14,1 rnS +�f / -7 G� I-ke,- Rd Po Qox ry A W ` -- Type of Building: Dwelling No.of Bedrooms to Lot Size 111 Yfe sq.ft. Garbage Grinder( ) s Other Type of Building ReS;c%, �,' " ' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title P('gpds,.� rovM.rsv-� S Size of Septic Tank Type of S.A.S. Legd 64^J r S Descriptionof,Soil _tCS4 ( 0 Laler b" 4/,FLa�ei �—/L Io*? 312 12.-3L " /OY2 �� /"1 SRh�f C' �ql/t/ 7�-/3a /GY/� (04/rse-, Nature of Repairs or Alterations(Answer when applicable) r` I Date last inspected: Cb J ,f� V Id e4 . Agreement: ' Z V R The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal-system in e914s .. r { 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 Heap . Signed // _ Date41 l�.•�' '. Application Approved b`�y� �^'�� Date Application Disapproved by Date for the following reasons AA Permit No. , /O Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by / at y/1-1 �y4,,- /(/P��l /., has been constructed in accordance / with the provisions(o)f Title 5 and the for Disposal System Construction Permit No�i0 "fir'-3 dated Y( Installer at-j1r-e Designer #bedrooms 6) Approved design flow 6` (� (} gpd The issu/ice otf this permit shall not be construed as a�gpu�a^'rantee that the system97/k/u/ 1unction as designed. Date t/�. / '6D� `-)Y i'f. ^ �1 l/iY� Ins ector ,f .-'� 11� I _ l l_ �1 - >>r rfgtr rl�.� �►1 i D i .___ �, �,1 ���f, �!l� irJ No. �'� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Mlsposal *pstem Construction J)ermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon(�f System located at C//�� r- �,. Alec k Rd Anl,54ons /`1,'//S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit: Date �� c7Z YS /, '� ' Approved by.,_ Bedroo #3 Bedroom Kitchen E Garage First Floor Bedroom #5 Bedroom #4 Bedroom #6 Second Floor RICE 414 BAXTER NECK ROAD Floor Plans 02/21/2014 11:30 5084289617 SULLIVAN ENG INC PAGE 01 �n•�gpM (rtlCtsy � YP 3tOY4 78'40F*►• Y6.�7/Na.�00070O�id ! g Town of Barnstable / Regulatory Services Thomas F. Geiier,Directin?" Public Health D>Evlsz 'h ,s.. � 43¢6 Thomas McKean,Wrector•ti� 200 Main Street, Hyannis.NIA 02601 Oft),c; 508••M2.-4644 fax SOFs-790 ��a Datet /rr .33 Sewage Permit# ,ePs.3�1,0 3 Assessor"S Map/Parcel Imstaj1 M&Designer Certification For "I Dftlgver: 1 t �-nve _�. Installer: Address: -— Address: on _ was issued a permit to install a date stal iex} - sgtir system at .__i ---based on a design drawm by '..^� (address) dated I comfy tha[ the septic svil.em referenced ab4yt was installed substantially acco;-dmi g to ,he denz�, which may include manor. approved changes such as lateral relocation of the distribution 'box md/or septio tat*, Stt'ipout (if req• ) was inspected aad the soils wen:found sa.zisfaCtory, WtP L. f(Qkcc� _-- I :;--mfy that the septic em ce a o ev W 11ea ui tLIL;3-4o. c anges (i.e. c than 10' lateral relocation of the SAScr any vertical relocaniox. of=-y compone-nt of the septic s;-stem) but in accordance with State &Local Regulations. 'Plan revdaiou or 4ert:ziad as-built by desiper to follow. Str-pout (if rotluired) w inspected and :he soils w,,re�found Satisfactory. jK OF JOHN FA L2 civil. No.48168 A�pf,��GIStEPF�\���q ( usigner'signature) — (A.~ x De Here) PlrF SP, RETURN TO BARNSTABIT PUBLIC HEALT DIVISION, GBRT C- OP COMPLL&NCE W1Ll, NOT B� I§S.UED. UN'I'lLI_. BOTH T1EII5 1+0 AS- BETILT CARD ARE RE WErV D BY THE HA1Ei'�STABLE PUBI.YC HEALTH D�'i'��XON. T]RA,NK XQU. --- q:a Elio farn�t�des;gntrcere:(i-amen f"—doe A _ p s r rcl o D � _ j 1 { TOWN OF BAR,, �S,vTABLE LOCATION A�� SEWAGE# j .VILLAGE d�'yI ��/'`I�� ASSESSOR'S MAP&PARCEL 7S `0 3 a INSTALLERS NAME&PHONE NO. Sxd" Z1V SEPTIC TANK CAPACITY 15 O© pin® LEACHING FACILITY:(type) 6 6© (size) %d (r 5,F NO.OF BEDROOMS �o OWNER 20�P�t� �.+� AfA _ PERMIT DATE: /Q. / 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 III feet of leaching facility) PP Feet FURNISHED BY Cho i 7" Ag CI2111SINHOA laa3 (4113vi 2urgavollo laa3 00£TgIYA lsixo spuellam kur jI)d 1110LI I SmgozaZ puV puVllaAk Jo a2pg aaal V41110e3 Suti0U01 to laa3 00Z utglinn.zo am uo lsixa sllaen kuE II)fltljov j 2mgo-eaZ Pue liaAk klddnS mjvz�alEAud laa3 14111ord 2mgovaZlo mouog ail of algvs.ialempunojD palsnfpV umur<x W :ail uaaenlag aounlstG uogrmdoS :H1VG HDNVI'ICUNOD e�I :aILVCI IIJAZaad 2IgwAO U Sw002IQgg d0 'ON (azis) C/��'' all (ate) :AJ I'IIDV3 DNIHDVg I O Z°H QO a AIIDVdVD XNV.L Dumas B ON gi�IOHd �iVN S2Ig'I'IVLSNI IaDdVd W dVW S,UOSSHSSV z f V � gDV I'HA Ol— loL° #ROVAkHS � �� NOIILVDO'I a'Iff sNava do Kmol TOW n of i3strn�table r# ��✓.: . Department of Regulatoy servieea hublitc Healtb;Division Doe 3 I S 3 200 Main 3rreet,Hyeruds MA 02601 1 ' Dete Scheduled ittie TeePd. ,O C� i Sail Siult hilt Assess11101 t for S` a Dispvs l I'erlbrnied By LU�iQc'.►Ik G. t t. W tmessed By: 77 R"Jl �O ' IO . Location Address Q biiti Nnnta �Lis " ��`K Q� K osp �► f Ad*6§ Assessor's Maprnsirxl ���?l b 3 (' �ngineer s Name IP l�Lt:vv ' �nl-C. te- iAfi NBW CQN 37RUCIYON j ,np i : relepiivna H.: � " 2✓3`(C: Land Use d `G l slopes,(°ro) 0 9urihco Stones - D wwt Body 7 it Pussibie Wet.Area Z (� h Drinking°Waler Woll fl Drainagoway 1 it Property Line Y tt Older ft i dsibns of toxaet locatibns of test holes.dt pbro tests;locate wetlands ht prti><Imiry to holes) ' 'SKETCH..(sweet name;� , t,. IN -7 r: I 00'. S B3 6 4^c '` LdLcf7 too, r • , 1 bepdt td 13edrock '11 i Pnioi inatedai(geologic) f i �-2 Weepin i}omPitPace Depth to Orotuidtvater Slattdmg VYatei bt Hole t �� Oroimdvyater � � ` Bstiwated Se�.4vnal Htgli :,� U 'I ��t'IVIW A! Y�al�Asl�l�w�J� :Hwti►��� lt��� n. Method Used: in De th to soil tnotdbs:'> Depth Observed ataading iu ofW'hole. . in jliloin aidJ bl obs Bole tut _A .artU wet Level In, O un teiAdJu a r, .. i d. �. Depthto-weep gj acWelllevel _ AdJ. c Ilea hig Date for 1 ,ae index Well N _. Uale,j.Z Ante ,t_ay. . ;, : oWtvtttio� ' �2/� 7irne at 9 ---- ` Hvle B /d�/ l of Peio t Depth �. 7lme(9 .6") • start q,166 lttd pre-soak ItateMiWlhc� t 'S`: � •�' 1td�Itiodal7r+stLtgNe0cled(Y/t�._:..'---- 3it�Ita�s�eidit�Palled $de suitability AssbssmehC t lett;d on 13ack ObsrvaHon 1lole DatA o$e Comp 'Original' Public Health Division the vu Must first uvtify, colation t6t 1s to b�cvu�lue~tetl�v thin 100 eek r1:t t pbegtnuliag•. Lf per i 37 )fiat cistaliie Cbnseri atlbn Ii'ivisivct tit least: ne,(l) EpTIMM DORM DO r. F II I 0 I15 �ItvA C1ON�to]r,I} t�G Depth I}um Soil Hvtiacin. ire Su d Cnlbr I Sull ,Oilier 9vtface(ht) N DA)+ (Munsell) Mauling (5tiuclUte, tnhtia,11ou1Jers.' I' '; I f Cnnalak�hc�•%dn'iyetl cx b. VL :lv�oe a,�• ',�I '' �, �a�1 ' i:r, I�i�t... 'a.� I� :I � { t., I ,i'taa ,� i Depth(lt�m Sail Hb"' 8b Ceiiture Bail Cglbr Svil OUler Surthce(bt.) .: SD (MW>ell) Willing . (5tru fora,�lbnes,Soul Mo c d le ... e eta. C7 , -514 ? ;-132 o I J ]C �1`�L`It� tI+bL i,�d 9vll Older pepdt from Svll Ifor All, 9b�1 Iexttue SnllCnlor Siruchue;3tonts,Bouldsra: $urihcb(Gt.) r SDA) (biunsell) bfvllling Cvirsleten0 'Yol3tAve1) ff L1163,z a 9�� S S¢• f 4 1 I I 1 , I , ILAIR 9vll Cvinr Other 5oil.Iiot>zbu li future. 9vll ( ucture Str ,Stones,Bnuldets Depth Rohl SSA (Mansell)' Mottling' . . °o e Surface(L�.) � ) duns to 7-7 G I. I . �luntl Lis ai�ce:It�tt#�Yta a I I Iil j Yes AboyO 5tiil year tl fish t dry, WIILiil S�tl yeat Ifln�tdal� ; �v , .;xes 6'odt>n' MY:ZJb W1tli1 I(ril yelu I - j' ll�lli s sit lad observed ilifoughvut,tlle .Y as f3�r� , i ate a u hl _. r d .stitll al exi DcutClltf. f s, Ing '•b�c g et ious.tvateri Does at east olu xe tb lua'f � i 1? area ro ostrdfor tllodl nb bt Itidi�� s e1I17 1Yiou ns ulsterial7 — p p df t (ly�bcc ��P �' If t>dt,:what te.ttte:d plh, ! I I roved by,tlie I Gertili�atlti i seed the Boll eyat a1v ,exdlninativtl app I cettlfy that oils 7. fi r ebtio attd t}l t the above analy is vas perCotltled by me conststent with beperttt►cilt a1En itwll Itl ��liot. 1 ie ce,d cklbbd i 31d 15017, ' e�lttltlltit tl►t tegltit :I I pate Stgnature .' '�i : I • Q�SIprlc�hEizcrol�M:voc • Town of B�t>r`ustable r# �'3 F bephrimeut of Regulatory":Services1. . !jg. hubUc Hea1t ;Divlsiton . Date 3 I5 1 :. .1 ZOb titain§treet,Hyannis MA 01601 . I: . Data Scheduled is 'Tltne. •Nee Pd. .�'�� `�C� . ,_ _ . i 1:`�4ssess» r�t o�:S` a Dis osgl : So. Snit l� l ' . f .. p a , . - . _ . r•� .� PefCffij dBy ScJt.l.\y)* 4- CY�t6tilU�jl�'c �tNG�h4C. �WltnessedBy: I .�r� Ar�rdrit; cr � i miaro �t� I ,,..: "i iNMm6a; Z�LE ^, Location Address. 4 t� 5. . LL I� V— i.a�� . , pdW ,` . . 1M�A' -5�> si:tifc.c� ned,Es� Cv1 ( i�.xi2`I� �l!�D' Assesso0o Map/Patcei S l b�j�j )�tigLteer'e'Nauie ejt�Lk�v. kt h16\r�l(: _. .. •., 1: NEW CQNti 1AUC hON F 1uPAIit l.. I a1epI ne 0..' ? t�'U`"�3L. ` ' Land Ilse &..; �lT' � Slopes.(oeo) /p�/ 9di[hce Stones - . Distance§ltom .Q�en Water body 7 0 L R Possible Wet,Area Z R 'Dtici.ing WateiWeil R .: i fi'.: DtalnegeWay l R PtopertyLine' Y It Outer n 'SKETCH:.(Street name,tlim (sus df ioti 66t lamildns ottest boles dt'poro lestsi.locatie wetlands ht ptdrtlinity t L holes) . . . . . :.. ,; I, .. . 13 f . L. . L 9 .. -.. � .9 . ..- .. . ..... . L�­ :,�:. . ,. L/ ........ :-,. I ..: L .9 L 9 .11 .� . I . ti 43 Vnn - — .D eAY. yH l� .I19 . n '' r� ® o® ,.. :: Q I + ,O u U W . �/ " z _ P �� O 0 . p �3 . . t A.6 4^r- : 1a ��. .j=(p . 1dG` P +•°°� . . . . . . I% I. "' � as4�.1 I 1L. bepth to hadtvck ' �� Patent tnatedal(BeoloB�c) ®' ,,. , s� : II I �. Weepin�Rom PitPaca � ��b, . a Y Water#tt Hole Depth to c3rouii,1, .. Standing II� + Estimated$ea3onal tLgh t3roimdvtater , �'A�3 _ . 1 . �: t , DI';' I � iI �i �51 A5U�fiAtJ�n wA ht. De th to AolLhtotUbtt.':' In.. ' Method Used: ! ribs:ho e. Depth Obsetyed standing . , m ., p undwatbr AdJdsbnent ---0 bf ni W4 b>`obs Bole, I - . .; Depth to weep gj Ad.actor Adj.Oro :: r`� lndeaWellil. _.Reedbig'Date 1. I .<: — {n "Well level undwat Level :i, -" 101 , TEst nat�3 2 !'rime !/��o W C , . . Observation ' 9 'Time et 9' ___ Hole li /� t( I Tlr at 6" � . i :' , . Deplli dEPeto . . 'lime(9�,6")-- ------ . . { . Start Pre. ...ttna Llii 4 FA Pre s6ak 3 ° ` �®® ' Rrtte tvlttrJlriclr I '.`� 1 ' ` . �'.. /' ( t I:, Ad�itlonal TOstlng Needed(Y� ,. �, t t �l Palled _- -- . ' 91 Site§affability Assessment•5it�l9 1 sigdi Odginah PublicHealthDtvlslon I` Obs rvatlon Hola Dttttt: o ge Completed. Back �► ercvlatlou test Is to b�cotedu tetl�v thin.lOU of�vel: tl,y ou wust first notify the .If9 able Ce ...oiv�'w u)divis100 lit least:60-0)week prlor.to'U,eglnuWg. )Etaru . Q:�SEP TIC+PEILCFO"tDOC . . . . . . . . . . .. . . yy,, - 51 ri I'01i9. P RVA`�t+�l�f JE oA t : Rule# be dr ftim Sou Hniiion sou`tbitture . .'soll Cnlbr , Soil ,OUter . . .-1.,;,:J p 1 r. SuKace(th) (U DA) (MunsellJ MatUing (SlruetUte,Stnhgs;i�nulders. 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R Sti J.Texttue Sail Cn�or: Structure;stones,Bnulde rs - Munsell Iv{oltlin� II r. Surface(in.) ,. (11S13A) ( ). Cotis efett ' 'o t3[A el .. ee O �►C 5: 7 -c S /�a f: 0 S Q 3 2 . . Wi�/I S Cz 4Z. A f . 3 "I . I Cot s- ; l Y 2 . . 1L- . �'Lly oIt 'Z'JCjN �ULg 1 `k' sou I IT other' Iyeptli[tom Soil HntraAnr SAtute (Mansell) I Mbtding. • (gtruclure,9lones,Bnuldete. Sulface(Lt.) Kl I ) .Cn , e , — 1 t r /7A . a ti,IXI '?"w, Av�f G z , /Q� Srj D �C<< !f i 5 ,( i II . ;, . 1 , I i i:. I t : ,I I l i r I, 'f i IlUUll IILS aIAC�n81tU1.,' I .' '' ,I`` II I Year_ es 11,:, ;61, der. d� r' Abni el 5tld y I l eat ll �,►d� i - vrim sour ; j1,1 i i I ; l0U enr�lo!�bb' lmy.t4b Yab . w. i y - 4 {1l� � it � .eE�+ttf s nZnte'in i observed tllroug>iout tlte. .f at eas t3c�.f sI in all. it t ra exl e tCI u!: nt� er lour tnslerlal Does at least out feet b [ua, 1 j b tl hl�P 5 1 �e�� ' 1Y t6`os�d fvx th®�bl ab b rc1:1 sI' area p P., I 14 t 11 1 �� rvious viisterial7,___:y, '`If►tut;rvliat isltile dt±ptti;dt'n't I - bco hl�P 1 raved by,tha ,. Ce tii'ith 1 ' to hdVe p seed the soil eyal a�o�;ex a ctnecl Vpme con'slstent vrlth t l�: .. t is oi�.'' be izrilti�itt d En lttlttriletli 1.I:-j tel;tio atit t t�kii it ht 31 a1 as p . p'l .�.+:. G 0 1 tlla requited uatn33tt ea.�ettt 1 : . -. 2 ZAP 3 �,! I ,� i Date l� Stgttature I tt . : 1; ' 1 I . 1' I. ., . Q\5EI'x1C\I'ERCFOILM:DOC . .. ,. . . .. - 05-11-2001 00:2 RN CEPlT CST F I REDEPT S0373e2305 P.©2 1Vl"K-'iaf/i-3114 t9t1iilA W Wkmpl r'•a4 NC�/.s/ulaCtlt. Fire Department retains original application and Issues duplicate as fermi APPLICATION and PERMIT . for.storage tank removal and transportation to approved tank disposal yard in accordance with the provisions ct M.G.L. Chapter 148, Seotion 38A,527 CMF3 9.00, application is hereby made by: lank Owner Name(please print) Neil Rice x !WB QelA77Q Address 414 Baxter Neck Road Mi11.C1. MA 0 64P___ sNva c+Y sacs , Company Name Enviro—Safe _ Co.orindividuai—j;p 110—Safe FM Address P.O .IBOX 610, E.Sandvicb, MA Address ,P Q RAY 0 �eaR'-'nd o�n! 02357 1 Si lure(if a ng for permit] Sign r9(d applyi � permit) i 3 IFCI Certified Other O IFCt Certified O t_SP# _____^_ tither. • Tank Location Sleul.lodraaa' Cay Tank CaDaCity(gallons) 2,00 0 Substance last tored ice_ i 1i Tank Otmer.sions(diam8ter X length) i i y Rem�lks: i ✓ _3��a . 329 MA Firm transporting waste E nv ro=safe Slat®l ic. t Hazardous waste manitestN. MAK884758 �r___E.P.A. MAgy985Z69323 j 12889 1 Approved tank disposal yard Mid C11;v G='r�b'�= Yank yard� Type of inert gas Tank yard address _ 54$ State Roa wes >ort, -- I City or Town�. NarstQns Kil a .Date of eApiration Date of issue - - � $gat Free Tel. tuber-800-3:2-4i44 Dig sate approval number. . 5iQnature I Title of Officer granting permit .�..L1.,�:.,. - v Y.:.F-s+•-�.1»A.crew P�.+anaw: SKvn } at OtliCgrt`dlP���r o t.t0 UST ReSu "y�y �.iGnatura/Title Local dire OeP 4 15 Send Form ;,e r remov al$,stcn.MA 0210916 .> Room t 310, TOTAL P.C2 C) mane 1-11C NC V-11 U11=11 . -� Fire Department retains original application and issues duplicate as Permit; 7,9 2'1 7 W; cw� �/2' Q �o APPLICATION and PERMIT EFee: for storage tank removal and transportation to approved tank disposal yard in accordance with the-provisions cf M,G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tanx Owner Name(please print) Neil Rice X _ urws gcuyry po ma Address 414 Bauer Neck Road M�"RE_ mi > > s MA 02fi4P�— s� cxr sra� ;� � e a company Name Enviro-Safe � Co.or individual l e k Address p .0 .-BOX S 10 r E.SandviCb t MA Address 02357 6(if applyi for permit) 5i lure (if a `ng for permit) Sign \ / i1 T �, p It Gl CediCted O l.Sr» _ other j 0 iFCI certified Other R r.a ra 513 Tank 4risCe Location Y��� � Y i Sreur�tOCW„ —� t 2,000 Substance last tared t i i Tank Capacity (gal'Ons) I I � } ,ni D;mar.Sions(diameter xlength) Slat®l"sc.� 3 29 MA Firm transporlingwaste Enviro-Safe t Hazartous waste mani!estf; �K$84 1 11 E.P.A,0 MAD_985i69323 12889 Tank yard B ;tpproved tank disposal yard Mid Cit;Y,:, raD �_ -- oad Wes Type of inert gas Tank yard address _ 54$ State 1 • FD1D�__A19�0----- Permit# i�ity or Town Ir_st�ns .Date vt expiration ate of issue 9 Saf Free Tel. tuber.800-32Z 46" } pig sate appl•ovat number. r ----- nature Title of OlfiCer granting P ermit =,.�t ctl'tc6r� � 9 OeFI.tQ 4 c•. nature/Title Local fir ` � s Send For>rt ` "V ,t,er remova,� 1 Np021031b1� , p,00m 1310. 15 TOTAL P.©2 lq = LO - A ��t A G E PERMIT NO. C VILLAGE INSTA kLER'S TA� R ADDRESS OR OWNER DATE PERMIT ISSUED � � �1'� DAT E COMPLIANCE ISSUED . , �� (J � ,. i� ��, i I �S` ��� �. ��� --- '� No...........9... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH A ks onstrurtion Vamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: Location-Address Lot r Address J ................Expansion Attic (A"I Garbage Grinder Seepage Pit N Diameter Depth mg Z Other Distributionbox ( ) Dosing ~~ ~ �� ~��_ ��rcoa1�oo T�¢ I��1.4 ool�a I,��ozoz�d bv- ���--'-- _ [b¢�.'���'��-----.�'/�.-_- � Test Pit No. } per inch Depth of Test P6L.--...----' Depth to ground water........................ � Test Pb No. 2................minutes per inch Depth of Test Pb' Depth '- ----. ------- 0Description of Soil............40..... ... . . . . ... ........... W................ | . ' . � --_._------'-_--'--'-.-- ---_-_--.--'--__----__--__'_'_---____'- Nature of Repairs or Alterations--Answer when _---.-_.-.-_--'-__.-_-----.-----.__. � ------`-----'-----'-----------------`--`-`---`-'`—'--'-`--------'----------------'- '�,-___-. 0 The w uouozq���� o�r�mto install the uforedescribed Individual Srvu�� Disposal System in accordance with the provisions ofZITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until uCertificate of Compliance has been issued bv the board of health. S. ;rp ---------' ................................ __ _ Application ApprovedBv-'- ..... -1 / -- Application Disapproved for the following rxuxomx:-..------.---.-.. .......... -_--............................................................ ------------'------------------'-----'---'-------'-----'-------------'----------------------'----- -7 --` Peoo�No.-'----'-'_-'-----'-_-_-_'---- Iaooe�-'���..-'l1'................................ Date • No........ •- Fg .............................. THE COMMONWEALTH OF MASSACHUSETTS �.. -BOARD OF HEALTH AVVIikFation.for Biaavasii al Wo rks a�ntitrnrtion rranit Application is hereby made for a Permit to Construct ( Repair ( } an Individual Sewage Disposal System at f Location.-Address Lot No° - .......... -------------- •-----•---------•_------•-•--------------- � r rr* Addrgs,•s- ... W Installer A dress d Type of Building `Size Lot....................... ............... Sq. feet , U Dwellin No. of.Bedrooms....... ................... ........Ex Expansion Attic a g— � __._ p (� Garbage Grinder'•..,(�.�'"'` aOther—' Type of Building ............................ No. of persons............................ Showers (. ) — Cafeteria ( ) Other fixtur s ......................... W Design Flow.........""" �._'----10! gr Mons per person per day. Total daily flow.................... gall ons. WSeptic Tank-Liquid capacity ...gallons Length..... _.____Width.. :_ . Diameter................ Depth.._ x Disposal Trench—No. .................... Width:..._.............. Total Length...................:'Total leaching area....................sq. ft. r. Seepage Pit No_______________ _____ Diameter Depth:below inlet.................... Total leach' g area ............sq. ft. Z Other Distribution box ( ) " Dosing w '-' Percolation Test Results Perform( ..___ ,,�,// x . _-- W Y `f �� --- Date_. ���`.•? /--. a Test Pit No. 1. ..minutes pei•inch Depth of Test.Plt Depth to ground water......___ fi Test Pit N o. 2.._.. .....minutes per inch Depth of Test Pit ............. Depth to ground water........................ afi _ ___ ........ .............. Description of Soil___..._ .. 1 1 U W Nature of Repairs or Alterations—Answer-when a licable_--..-___-:__ - ---------- ---- _ : U P PP ----------------------•.............................................. -------------------------- ---------- ...................................... ---- _-- ------ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System >n accordance with .the provisions of iiT • p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boa rii of health. S. . ---- ........................................... .....-•-- Daz�.. Application Approved'By---- •--•� ---- v---_-•---•-- Date Application Disapproved for the following reasons:........... .............. Date PermitNo....................................................... Issued_j ---------------------------•-•••---•---•--- ' Date THE COMMONWEALTH OF MASSACHUSETTS BOARD . O HEALTH �!Y��.......OF....: ::....................................... (it ifi6tr a f�ua tplianrr on THIS I CE IF ha t Indyidual Sewage Disposal System constructed or Repaired ( ) bY.....�::: _. .. ............................ --•...... ------ ------ ff uer �7 /� 1 K� t. at... . ........ ......./.... .. . ... .. ..... ....../,0 ie,..4. has been insta led in accordance with the provisions of T )A- f The State Sanitary Co as, e c > the application for Disposal Works Construction Permit No.. {�'�+~�............. dated--..._ _~.. ...�. ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.- DATE �J �,/ � A+ --- --.....��1.....�:f------------------------•--•--------------•---. Inspector-----------•-----...- •--j -r--- `== -------•-----•--..._..._._ THE COMMONWEALTH OF MASS ACHUSETTS';'.'+!u. BOARD OF HEALTH 4, ��` l o F............ .. ,f .................... ....... ........ No.---..... FEE.........:. .......... �Tar��tl:Wks n Wfi grntit Permission is ere granted`} ,. = ------ - • - ,:. .........._. to Construe r pair ( g) a I ividu evva is p al Syst I Street ` as shown on the application for Disposal Works Construction Pe °"�1 To... ......... . ted....... f-.�_754*___. K i, �` .r � Boar of Health ` ! r DAT .. .............................. . ` FORM 1255 HOBBS B, WARREN. INC., PUBL_I$HER5' - TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION : OWNER AND INSTALLER INFORMATION ADDRESS: 414 6fhy la 2 0f.rX 90 MAP NO. 1� '�I PARCEL NO. ,! OWNER NAME: AIFIL F 61 r F VILLAGE: MAaS'ial MIJ." INSTALLATION DATE: 1972 BY: R{y1'e� mfA&l.)r)L Imo' AD/DRESS: 7)( i© n ST-uhh t.l CERT. NO. PC�DA) TANK INFORMATION LOCATION OF TANK: (Jpmi2 Lc rr Vano"C L4wal.' CAPACITY 2000 CiAL. TYPE $TS.%L AGE 9 ` 0 . FUEL/CHEMICAL rt,)f L fit L TESTING _CERTIFICATION C ] PASS C I FAIL DATE LEAK DETECTION C7 CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C 7 YES C 7 NO DATE TO BE REMOVED Aal�q . I FIRE DEPT. PERMIT ISSUED C ] YES C 7 NO DATE UUNSERVAiION E1 CHECK IF N/A DATE BOARD OF HEALTH TAG NO-S/ ]C ]C ]C J DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS .CARD r r.i. ram. �J Y t 7 T C N !f C � n f` f ACC IC© C� e�D IPAI,, S _ _ !g R OAS! t ✓ `� � / F f I — td N � � ✓1 -E�+c ric--- i � � o cc co C PORC �,4•" ,�-h. �I}-I�I (� I Ilkca W H El Ln ______ fi'1 En U DROG i ,0*0 p ' w _ - 1 HEF gn tt \ r-FONT N 8T' pYp/'�ICI L2 Q W N to -2 LL - i R _ T F L v^ R _ A 1 uvlNe:.RED.;E.<ig INGi _ _ ° _ LI`/INu AREA(TO 5E FEM 7'/ED; - _ `I (� U- `:�$� L!','IN6?.F=a;PRO?.SED! _ __�� .0 ...., ,.L`.. - 1 TOTAL LiVIN&:.RE4 Ni V 0 0 -- S I j job no.: r!4 "p date ' .. sale } drawn j -2j ISSUED FOR REVIEW ebt 2 Of 5 �.' R o I i i IC II u N uI fd � i t fO A r ----,---- - c� o N ` \ m o E W aD -- ------ -------- ---------- - - 0-4 --------------- - i 1 - - / v --- ---- -------- - F'a_�- '�'— � _---- - - ----- --------- -----_ . ----------------------- L- V -a N , N oLL 00 0 ca lob no.: date .. -scale . _ drawn: rev.. - A3 I t I ISSUED FOR REVIEW gtd s of 5 M. t N y d) _ N < .0 0, L w N N a-• U 7 o w i i ` a+ ar c6 If � 9 N O rref'+'"'_— -�`•.�, .c ca FT- ffig E� --- --- _ cc----- _ �--, i - - - - - - - - - - - - - - -IT L ca - - - - �� F - - - - - - - - - - - - - - __ :. . 'I II Y - - eorl - Easr ELE ,/ a ' 1C `I 1 \ �I0.� rye.✓'" :r — \� — \\ -�— — —`�'"o- eU c V/i Z 5 Q� � �i X __ L , to i It IM _.. jobno.. 3 date I male u=•T=- = A----_ _ — -- RV. III 5 A-4 ISSUED FOR REVIEW sht 4 of s ISSUED FOR REUIEW slit � of s WALL/DEMO LEGEND E +� ....... ............ Draw O H U PH 2 PENDING CONSERVATION HMIS 1ON APPROVAL .-. ws rwu o 'cz N —� xsl wigs v N 0 o DEMO NOTES f..) O °xaoreD°°�P01 s� fC D e PEEi+vli rw'cONSERvnnoN COMMI%ION APPROVAL b'carcr¢re xK w xwcxe0[roe. M YI f6 / '- � eu ni>UW�owaa nn�sx�ix — � ———— —————— — ` o1�E aK�°Xen GwAeD sr°K I ..... ................................ I Y / p"Gr[PPOsr rwl Kt[°%W SiVOe,PoFfw h9 , 1 21 'CO:L.n.wteV I N � / �2N SM11 R1T.r0 BE P.rI l I N E ET. nun wx rn can Pax - s ro� �E `N" / POwe.`�aT MH C CRAWL Ti i I — ` EX.BASEMENT I V � / b I s to r 0*0 EX.CRAWL m 't EX.CRAWL O ❑ I � I EX.MECHANICAL EX.BASE / nut w °:tea Sz g -€ 3aiS_ �tean°E rooms r.'9�'u Y-o.<o`''Q�a IT a3 ;,• //; N V 0 / x"ro°Pr�.c:r:mr`.w°i°rae0°wu eaw aivr r+no u�rsr u�`' � / rw�wm w�"vaaew a\ ; / <P ^w• aa u+• �`' � N td f6 C -/ N a)= .p FOUNDATION FLAN 06I.L ''� / Bc• e. r. ° C > (9 to o o Nmo LL -0 N �t / Q� �'5 rt:T1�y�V. : , RW 6DlWL MiP4 � / Old [hYREiE I1ML°TO Be `EOM W \ .p OOTN6.5m W i�PFP/i0e i PCn9 N wiy wc .ro ee r.r/ -'A,•\ ��� zero l:sra+rw� � w�LL, Job no.: lala Er+m Ytmae roRrv�i�rebxPy OLTOMR=3 :u'r— aa date 21""coxs -rn�ua.+mr w.LLs ro e<�o•rxms mr..r xn Ia rcx sr. Alb uoxc e..ewux T:°x scale AS Noreo p o "ai�s�ew:.°".'c'v`arY9°rr°"or Poawr dram, Ic^ot,bw ernocxrxoa w°u.a°OXLCi c�erw rev. �Krto ow xwc o�R,''oo°erAOPD euve� rae nnuertwoe xLL P T,w»',ur rev. PNA5E I. DEMO ONLY PHASE Z CONSTRUCTION .wcxox Nxsortise nl.rtwres w rr n�SxNi H A Rpl Bars fER SiLL; yr ox W¢n SILL m 0 "o ISSUED FOR PERMIT 5nt I of 15 MLL OEI-0 LEGEND. E --To 2' 8 A J,ZN�8111.1,11.-WATION ION APPROVAL 0 DEMO 14=0TE5 3 0 (n L) @D A� 0 —4PENPINS WN5ERV JCOHMI ION APPR r E =EN PQRrH rI W4 CD + 000 LL ----------- 4� EATIN&I KITCHEN SITTINC, ........................ . ............... En MASTER BED ROOM En 1 ----------- x&yct. ............................ BATH ------------- ---------- L OFFIr-E hERS BILLIARD FO-fER .9 IN qtft u h INV, 2. N.H-1 V 41 FRONT JOE PORCH It ----------------- --------------- ----------- -------- 0 Cl) U) 0 C: Q V 70 EL CD U) cl) z 0 LL 06 7C V) i ill's C LL 16 F I R 5 T F L 0 0 R P L A N LIVING AREA(EXISTIN&) 5,5qo S.F. 1514 job no.: LZ:N ARFA(TO BE REMOVED) 56 S.F. MG 6 AREA(PROPOSED) 2-11 5 F. date : 21�TMER 2013 TOTAL LIVIM&AREA 5,825 S.F. scale AS I-MO dramrrt; rev. rev. PRA5E 1: DEMO ONLY PKA5E 2 CONSTRUCTION -2 ISSUED FOR PERMIT sht 2 of 15— WALL/DEMO LEGEND E PHASE 2: n ruau ro a aes m n• ee w+wen PENDING CONSERVATION of � rn U COMMISSION APPROVAL q c .a.itx wim m'e"'wvsti �`�a^'�+!�O N N �aI �AF.gT �`I q�r ��� � �mr. �vnsl�ciz woos*o :o+lvu! aP" y c6 x � Z � Z yga I yymn Irar�eaueP Iry DEMO NOTES c� O ti N S ..uro rar reaon vAxv:moaewau wa+, 99 / 9 9 9 I �:IEIefO:vs�.mrE S.en�° rc°r»ro anO:o:ov%r.®A!r t _ U / p la Al�x oos•r eve�e/ d / A-1 PHASE 3: L / PENDING CANSERVATION � � ` / b COMM15510N APPROVAL M Ci f4 Y E I I I / I I / I '�. ------.-I....: I __ e—r !ov as a 4 ____________________________ ________________________ / ____________________________________________________ ______________________ _____________________________________ U _ / U / BEDROOM 4 � � BEDROOM 3 O N / BATH 5 .� '- --------------------------- U / s•-n s'a !•.yr Fil (n • ----- 0*0 y BALCONY ------------------------------- F ^y- 1 • V' v LOFT !a -r-n s�c• u b _. ....... BATH / r ----- ------r--------- ----------------------------------------------------- —__mg_as= ; -- ---------- ----F----------------------- ' I / a � cU . I I — enE N WIOU V C LL :3Ne �Cc LJ� O7C) U N 0P r M1d / IAw I LL 06 a)c C I I cu T // sy� a I m S Cr cu I job no.: 1314 rr date 21 ocroeen zoo s'v •4F' o Y scale . AS NOTED n M1° drawn; —Aim rev. ,N'o-p - 5 E G O N D F L O O R P L A N LIVING AREA(PROP05ED) a 1,591 S.F. rev. PHA5E I: DEMO ONLY PNA5E 3: CON5TFWCTION ' P, A-3 " of o - ISSUED FOR PERMIT sht s Is 8 6 8 N y N va �U c 1e O N N o t c � Y m Co s g ..t N {p U I�MtChl nlN C Q� N ~ V U uN Ern ILLLA n n F�1 (n cLi — — — — — — — — — — — IL ,. �1 - - - - - - - - - - - - - - - - - - - - - - - - - -9 FRONT/E A 5 T ELEVATION : E$m_e �gaL.Ea £ esgg� 2a�oe. a. Cry = rn u L o / o ZM > � Ny W .` ® ® J V2 .� — lob no.: Isla vvw naw date : ¢i oeroaere 2ois _-_--._-_ scale : as Wore. drawn: Knv(.iw rev. rev. oR I G H T/NORTH ELEVATION .4 A o ` o ISSUED FOR PERMIT ant a of is tt E � d U m d y N 0� L O N cu U L p M YI (6 s E O O Y y O ® W Ll a � cu Pi P18TTL[W— — - — — — — — — — — — — — — — — — — — Pwoa V P L El R E A R/W E 5 T E L E V A T I O N z dam;-2 `�<aa F U.--ta"$5 `ooq Oa) t � o a) N cu to Z aa) - - — — — — — — — — — — — — — — — — — — — 9tlRk (V U ERI. _ AU) Job no.: i3ia date ]I O Tom.2ol9 - Scale : —NOTED drawn: LEFT/50UTH E L E VATI ON - rev. rev. A_5 M1 O M o ISSUED FOR PERMIT Sni 5 of 15 8 0 $ y U cc N o U � N g o � U �v. mxz •r O co giVw�tK v�.eccL r c •eo cMOAc swxxc—�� .e„nn.evrz.s.a•oe. .�.- iw°wLOi�a ac. v o L « s m YIw6Db Nei�p� —G.1tn.AirCM•a'oC. G.nb.•a•ot. ti E 12 qVl��xa�; m5 LOFT L BEDROOM 3 w '} Q o 2717 Abari� )xW9�W OLO� -jul c u3 rz tax " ^"fin M u° V W ai BEDROOM OFFICE HIS MASTER FP.ONT ncrn r FOYER SITTING SCREEN SREENvamx x Ro r•0L Ae� F•ORGH ' m00% PORCH obrw z.o�vwns ves•a - aiesra¢rrmas. � � f6 G pip.RWr.A v➢®t I A A'.•tn6 RfMC9 2b'w�tl�Oc� I ` 2 MM F4 •PLOD N xFOp�CN � saxxe sAse sKv •a UZ_ � V Mir ..... - M V GR - o w O W � � sa� e�vwwyo c�aesrarz srne vome `x r eAx sroe assr m -_ BA MENT u•co.earzrosr l � V f0 SECTI ON 5 E 6 T 1 ON �1 90ALe. 1/e• i 1 IQD CZDK wlllVt ' IOYIA]IaWC P[D CeOIA•AY m:P a u—u 6 .Y �� wrtAnem oC'oL m3 ��o �ma<as ex]xD9 - 06_•u>m m .;�$cr=F9lzo m vm Lle 3 § BATH 4 g BEDROO 4 q ex c«uaer a � � N U 0 vi U. C �L �• i x �^�� ems"sue"' M ='1AITT2�7.' 0 N FRONT ILLARD ws.a•oc. � ID V) C nw PORCH V/ z� 0_ eues�ro vrncx �al,ro.usn sua.e�eAse � L N U .�y auce W G vJ Si�v 0 rox i•r BASE:LENT IA jn § V� l:ru ,mr Job no.: 5 E G T 1 O N date : ocroeea�oi3 scale As norev drawn: KM.JLw rev. rev. m -6 A 6 ii ISSUED FOR PERMIT sht 6 of 15 - , E 8 c 'U � m y � .`'n f0 •U O � d N _ m � � N o � M 0 Cu v.i.r¢vai°w women° P.T.IROOlDM a00P O Y_ �tlLe90x ILe, 02�Dx Ri.]nb y Y ��y I1a09•i0 OL, t� V nrUD �yo enoab n ��yy . sv PORCH PO H FAMILY (6 owle�ra.os, M ' - - I w' 1� ~ erare ween e �, fidev—w¢n91--J CRAWLEX.CRAWL r A v Je• �Y0mlcae POOIIOtl wlL W].Px IT W K[v GOWA2K POONO 5EGT ION 5E0T ION '' � P zl.Kw! F=§3a oa a soo�_o —�F$a • ..i�il,mg�nav - vnune N 2W n1peS IxG9•W'OL. • ___ __ a) 0P]� co /.i Rm LIDM nC[. - e V ow .......... a .'T,0 R o I ��n O - I'''. — ,W�L• U e MUD HALL/ i:a OIL LAUNDRY WD HALL/ U) b ani i a of< $ 11O'�10Cp1y � GARAGE LAUNDRY GR p co ex ao riR:rnz f/� CRAWL e.aae�°P.aj� CRAWL ca,cm°Ne:mx mPu w xeT uwir xie m Q xaPm who P]On>ro job no.: 1314 data 21 OGTOBER 2013 SCal9 : A5 NOTED 5 E C T I O N 5EGT1 ON drawn: cwv„bw rev. rev. 0 -A_7 o ISSUED FOR PERMIT I ht -7 of 15 8 E • s d � m vi o a m O o w � tNif 0 M • co h FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOES o O Y -FIRST FLOOR JOISTS TO BE -SHORT WALL SEGMENTS AT GARAGE ALL DOOR OR WINDOW PANEL AND FASTENER REQUIREMENTS 's HEADERS -RAFTERS TO BE 2XI0'S®I6"O.G. o II T/8"AJ5-205 0 16"O.G.. DOOR OPENING5 TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2Xb BEARING UNLESS NOTED. SEE SCHEDULE IN PROVIDE 1 I/4"OR 3/4"COX PLYWOOD NERTJ INSIDE WALL5 TO BE(3)2X65 W/I/2"PLYWOOD GENERAL NOTES FOR ACCEPTABLE -UNLESS NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE I I/8"L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE J015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BUILDING CODE. AS JOISTS. WALL STUDS W/80 RING SHANK NAILS (2)2X6'S W/1/2"PLYWOOD SPACERS PROVIDE 2XIO MINIMUM LEDGER ON c 5PAGEO AT NO MORE THAN 6"APART UNLESS NOTED. HEADERS 5HOWN ON TOP OF SHEATHING FOR SUPPORT PLAN ARE IN THE WALL5 BELOW THE AND CONNECTION OF RAFTERS AT -PLYWOOD ROOF PANELS- IM COX PLYWOOD,UNBLOCKED EDGES, -FOLLOW ALL MANUFACTURERS FRAMING IN QUESTION. OVERLAY FRAMING. SD NAILES®6"AROUND PERIMETER.8D®10'PANEL INTERIOR FIELD V (D RECOMMENDED DETAILS FOR W N ATTACHED PORCHES INSTALLATION OF JOISTS. -PROVIDE POSTING AT EACH END OF ALL -PLYWOOD FLOOR PANELS-3/4"TXG G PLUGGED G PANELS, [� P05T CONNECTIONS TO FOUNDATION WALLS/ BEAMS AND AT OTHER LOCATIONS AS -RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES,IOD NAILS -PROVIDE BLOCKING USING SAME CONCRETE TUBES S5HHOWN ON PLANS. ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING � � MATERIAL AS JOISTS OVER ALL (3)2X4 OR(5)2X6 STUDS UNLE55 NOTED JOISTS AT SUPPORTS AND SHALL AL50 BE 1 BEAMS EXCEPT FLUSH BEAMS WHERE -PB44 OR PP64(12 GAUGE)STEEL POST BASE ANCHORED FOR UPLIFT W/51MF50N -PLYWOOD WALL PANELS-1/2"COX PLYWOOD,BLOCKED E06E5, THERE 15 A WALL ABOVE AND UNDER ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 80 NAIL5 0 b"AROUND PERIMETER,8D®10"PANEL INTERIOR FIELD (, ALL BRACED WALL PANELS AS NOTED -ALL PO5T5 SHALL BE CONT.DOWN FROM v ON DRAWINGS(5EE DRAWING A-11 FOR THEIR TOP POINT TO FOUND.OR -FASTEN RAFTERS 70 NON-STRUCTURAL RIDGE -GYPSUM SHEAR WALL PANELS-I/2"GYPSUM PANELS,EDGES N WALL5 ABOVE) CARRYING(TRANSFER)BEAM. P05T5 ARE TYPICALLY CALLED OUT AT THEIR W/(4)160 TOE NAILS OR(3)16D FACE NAILS BLOCKED(PANELS VERTICAL),®b"AROUND PERIMETER, -UNLESS OTHERWISE NOTED,FLOOR TOPM05T POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL 100®10"PANEL INTERIOR FIELD EXTERIOR WALL ASSEMBLY P05T 51ZE BELOW ULE55 NOTED.PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER (� SHEATHING SHALL BE APA RATED SOLID BLOCKING THROUGH FLOORS OR 51MP50N A35 FRAMING ANCHOR EACH SIDE. GYPSUM CEILING PANELS-I/2"GYPSUM PANELS,EDGES UNBLOCKED, �( "HEATHI-FLOOR",EXP.1,COMBINATION (UP TO DOUBLE PLATE)COND FLOOR BENEATH ALL PO5T5. 5D NAILS®b"PERIMETER,5D®10"PANEL INTERIOR FIELD �4 cc SHEATHING AND UNDERLAYMENT, TONGUE-d-GROOVED,3/4°THICK, HOE:USE 3°MIN.END POST AT EACH HOLD- 5D 0 4'PERIMETER,5D®10"INTERIOR FIELD MINIMUM 24"O.G.SPAN RATING. -HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT GLUE AND NAIL FLOOR SHEATHING TO BE PROVIDED WITHIN 48"OF OOWN5 TO BE PER MANUFACTURERS 5PEC5. USING EITHER OPTION A OR OPTION B, "NOTE-SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION J TO JOISTS. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING AND GARAGE. '� -SEE ORANIN&A-9 FOR DOOR AND OPTION A:APPLY SIMFSON LSTA STRAP WINDOW HEADERS ABOVE THI5 PLYWOOD SHEETS SHALL BE NAILED ACROSS THE TOP OF THE RIDGE FRAMING LEVEL. 70 SILLS,PLATES,STUDS AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE IS'ENCLOSED"WHICH W/8D COMMON NAILS;b"AT PERT- CEILING FRAMING NOTES OPTIONS: INSTALL 2Xb RIDGE LOCK BLOCK MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR METERS AND 8"IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED.DOORS AND WINDOWS SILLS TO BE(2)2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED TREATED W/5/8"X 12'LONG TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5®16"O.G.UNLE55 OF 51X(b)IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER BOLTS®4'-0"MAX.O.G.AND 12" OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS EXT.SHEATHING TO CONSIST 70 ENGAGE BOTH PLATES AND BE OF MIN.1/2"COX PLYWOOD W/ -UNLE55 OTHERWISE NOTED ROOF SHEATHING FA5TENOEO W/3"X3"PLATE WASHERS A MINIMUM 24/0 SPAN RATING. -PROVIDE BLOCKING USING SAME SHALL BE APA RATED SHEATHING,EXP.I,5/8" NAILED WITH 80 COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/I6 OR BETTER SPAN RATING. __u AT b'SPACING ON THE EDGES BEARING 104ALL5 WHERE THERE 15 A WALL _ AND 12'5PAGIN6 ON THE FIELD ABOVE,AND OVER AND UNDER ALL -ALL DOOR OR WINDOW HEADERS i,( 7C EXTERIOR WALL ASSEMBLY -PLYWOOD SHEETS TO BE APPLIED BRACED WALL PANELS AS NOTED ON IN EXTERIOR WALLS OR 2X6 BEARING FRAMING SYMBOLS M C tZ l'E (SECOND FLOOR PLATFORM HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. WALL5 TO BE(3)2X65 W/l/2"PLYWOOD DOWN TO DOUBLE SILL) JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLESS NOTED. ALL HEADERS ENGINEERING 32"BETWEEN LIFTS(TWO STUD BAYS). -UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE(2)2X65 d -WOOD P05T DOWN CONSULTANTS -EXT.SHEATHING TO WN515T PLYWOOD SHALL SPAN ACRO55 SHEATHING SHALL BE APA RATED W/1/2"PLYWOOD SPACERS UNLESS NOTED OF MIN.112"COX PLYWOOD W/ THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP.I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE mi -WOOD POST UP AND DOWN xuwxurol ravll emnnnmena� A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALL5 BELOW THE.FRAMING IN OUESTION. NAILED WITH 8D COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-d-GROOVED,3/4'THICK, x -WOOD POST UP 1279 MILLSTONE RD. AT b"SPACING ON THE EDGES MINIMUM 24"O.G.SPAN RATING. PROVIDE POSTING.47 EACH END OF ALL BREwSTER"MA. AND 10"SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS (774)b413-44 TO JOISTS. S5HOWN ON PLANS. ALL POSTS TO BE BEARING WALL BELOW Ref.jobH 13-xsx (3)2X4 OR(3)2Xb STUDS UNLE55 NOTED PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOES ALL DOOR OR WINDOW HEADERS BRACED SHEAR WALL5(BEARING d HORIZONTALLY WITH VERTICAL JOINTS IN EXTERIOR WALLS OR 2X6 BEARING -ALL POSTS SHALL BE CONT.DOWNG) FROM NON-BEARIN JOINTS TO BE STAGGERED A MIN.OF WALL5 TO BE(5)2X6'S W/1/2"PLYWOOD THEIR TOP POINT TO FOUND.OR ^^`` -SECOND FLOOR JOISTS TO BE CARRYING(TRANSFER)BEAM. POSTS N W 32"BETWEEN LIFTS(TWO STUD BAYS). II VB"AJ5-20'5 d AJ5-25'5®lb'O.G.. SPACERS UNLE55 NOTED. ALL HEADERS ARE TYPICALLY GALLED OUT AT THEIR «t V PLYWOOD SHALL SPAN ACROSS IN INTERIOR 2X4 BEARIN WALL5 TO BE(2) -BRACED SHEAR WALLI PROVIDE THE BOTTOM AND TOP PLATES PROVIDE I B OR 1 1/8°LSL, TOPM057 POINT. PROVIDE SAME SHEATHING ON BOTH SIDES w N LVL,OR 05B RIM JOIST 2X6'S W/I/2"PLYWOOD SPACERS UNLESS POST SIZE BELOW ULE55 HOED.PROVIDE O C w 7 TO EFFECTIVELY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS �'' L 70 THE STUD WALL ASSEMBLY. BY SAME MANUFACTURER THE WALL5 BELOW THE FRAMING IN BENEATH ALL POSTS. - W Y U N AS JOISTS. QUESTION. C V y +. O p -HORIZONTAL BLOCKING FOR NAILING -PROVIDE POSTING AT EACH END OF ALL N°� a) N Z TO BE PROVIDED WITHIN 46"OF -FOLLOW ALL MANUFACTURER'S MAXIMUM RAFTER SPAN 5TRUGTURAL DESIGN CRITERIA BEAMS AND AT OTHER LOCATIONS AS (� Z OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR HOWN ON P AN5. ALL PO5T5 TO BE a) AND GARAGE. INSTALLATION OF JOISTS. 13)2X4 OR(3)2X6 STUDS UNLE55 NOTED LUMBER GRADE ANDIn U ECIES RAFTER -FIRST FLOOR _ 40 P5F LL p2f N= V -PROVIDE BLOCKING USING SAME -ALL POSTS SHALL BE CONT.DOWN FROM Q SIZE IS PSF DL "' 2 PLYWOOD SHEETS SHALL BE NAILED n 5 P-F S-P-F(5), co TO SILLS,PLATES,5TUO5 AND RIM J015T5 MATERIAL AS JOISTS OVER ALL THEIR TOP BEAMS WHERE CARRYING TOINT TO FOUND.RAHS ER)BEAM OR NO.2 NO.2 -SECOND FLOOR 30 PSF C (5 C -"•-' W/8D COMMON NAILS,6"AT PER[- 15 P5F O � THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY GALLED OUT AT THEIR U) LO O METERS AND 8"IN THE FIELD. PLYWOOD '' .• SHALL SPAN ACROSS THE BOTTOM AND ALL BRACED WALL PANELS AS NOTED TOPMOST POINT. PROVIDE SAME -AT71G/5T0. 1 0 P5F 'I� ON DRAWINGS(5EE DWG.A-12 FOR P05T SIZE BELOW ULE55 NOTED.PROVIDE 2X8 II'-II" II'-4" 10 P5F N `N- TOP PLATES HE EFFECTIVELY TIE THE WALL5 ABOVE) 50LID BLOCKING THROUGH FLOORS Q CIS BENEATH PLATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. -ROOF 35 P5F - IS P5F UNLE55 OTHERWISE NOTED,FLOOR (32XIO 15-2" SHEATHING SHALL BE APA RATED I -EXT.WALL5 15 P5F OL "5TURD-I-FLOOR",EXP.[,COMBINATION SHEATHING AND UNDERLAYMENT, - INT.WALL5 50 P5F DL job no.: ieio TONGUE-4-GROOVED,3/4'THICK, 2XI2 m-6" 16'-9" date wocTo zoe -DEGK,,/F'ORGHES 60 PSF MINIMUM 24"O.C.SPAN RATING. 10 P5F GLUE AND NAIL FLOOR SHEATHING U scale As r MD TO JOISTS. O 2X12 IT-4" drawn: uwt.cn N rev. rev. 0 s- 1 "o_ - ISSUED FOR PERMIT sht cl of Is AT�[a HeH e x > RH > 8 E e.°se o roxAH`AeOw.um-.sosvrH�000�:w�lvero Kua sws p PENDING CONSERVATION corlmncraR r COMMISSION APPROVALW'Oo ° cc,ccoe.asna9cn rA mua row •y cu -al— i +c rlvai>�e c U Auµrswoa�000 vrs s�w.c MA.2 — is—Huss �s N KT fcweGT— IRlLS>OMRH[[xeT[ol V,n -0 H419 HTx MKe[i CbJRs w � / Hl>16L C0.tro6M AI.%IM1.AR %IRAHEO A9]M rNLI -�»x sTwrs..ae�Al / D in�v rosr> �>ra I�[ue ivr��cuw Au�vu> � � d / A_1 PNASE 2: / 6 PENDING / \�� -------- CONERVATI °[ "sATLL LON p -11— Ss"m APPROVAL COMM O f9 r ig seen H,s ec ;l�r�l s _ E s Hr 'ewse:owiT— o a• ,' I � n•r000.osr aorN y o / m'+ICT��oairn i I w-.noo roar is i+o wra .c u .I e[wH ws�no:R C I I x-.aao rosr u / 6 I , I Ao a,ww � slew co A U W o .J........................................ -'------`-___--_-_-_--_---_---- vueeIn rAeAwAxcei w j------�:-�---------- I• --------------------............=1:--------------------- '------------- H TeRe..�nH " ' - H — = — — — — --- --------------- - ------------------------------------ -----------------------------'- -- ------ ----- ------ ------ '•------------------------------------' ENS,]uoain-------- -------------------------- ---------------------------- -- ------ -----------. --------'-- -__ 1• - ---------- - -------- --------------------- -'--' ----'--------- L> l \ a ------ 9L >l9 --'-. .I-------------------------------''--- ---- - ------------------------------ ` 4 �ljco �____ ._ _ ______________------.-.-------- _____......._....___ -------------- . ______---_____-_-------.___.-_._____..._.___._.____.._______ _.__...._._._.__._.________ ''d9ellEL ttv9l�5T> � _ I._ I i ___ ._._. __________________. — —� — — _ —_I _ _ _ _ _ _ .....----._.-_-__-_____----J,..._........................._.I._.___...--..-.-.-.-_--.-_----.---. -----------_....... ___ __ ___ ___ ___ ___ ____.....................................___ ___________________________ _____________________________. _.._._...___._.__.._.._____...__._ _____________________________ __..._.__ --_ ______ _ ..____...__.__..._......._...._..____. -____.__._._._.___._._..__ ______..fN57.2LW.91t7._.....__ ._-.-.-._.__.._______._.__._. ____________ __.._. _ _._--.-._.-.-.--_.--__.___ .-.------_.._-.._.______._.._ am --- L -------------------------------- - - - - 0 wsrnwew 7II{III �I I P _ _...._..______________ ___ ________..........................__-----------------...........---------- __._._..._.------------------ ,.._..__....._....._._...___.__ ___ _._ �/ ___ - - --------------------------------------:-- ..-.... .._.__ - __ - -'�`"• _ __-- ------------------- -------------mltuw-4 tL........_ _________...__...____..........__._ _.' _____..__._____._____...._ __________________________ ____________________________________ ____________________________________ _....._..._._.__.____....- _ -----------1.rYey)l5tJritl-----------'1,------------------------------------- ------------------------------------------------'-----'-------- ---------------------------- -- �. � . ----- --- -------- --- - _ - - - -- ENGINEERING' FE CONSULTANTS 1 / utal.dull.errvlmnmeTul / 1279 MILLSTONE AD. BREWSTER,MA. (774)353-2144 R[Ljob#13-xxx C tLL to m NZg Cu / ` uS LL O <x N o 0 c0 fQ c LL U) m0 G / �.U) N t_ / FIR 5 T F LOOR FRAMING PLAN job no, 191< SCHL[, li♦ . I e date ]I LGIOeER M13 scale As NOTED drawn: rsn.e.H rev. rev. PHA5E 1: DEMO ONLY FNASE 2: CONSTRIKTION S-2 o ISSUED FOR PERMIT sn1 10 of Is - row .�� Nx roe ; per g E PHASE 2: PENDING LONSERVATION »MORO oase ecco.ccoe-.sous F' %:�rn`e°%o ::x%'x�wsn ro LOMM1551ON APPROVAL �' asE ro pur.¢co,ccoe-.sos]s ranm,wnox c O c0M '-' 6tY r0 Fox.,.HM6 v N µ �xA•POLL xwK 191]1u�NlM Ix 2V IW.LS � � 0 rer u%rxeerorn roi�m:owx'%'xortois w cr5 N m rn uL s,m mnaea¢ rt � f6 / ALL vwLLM lO -�O"��Av�F°RAM�PmrnFd WPRR < � �.. / DT PHASE 7: �FnM eew°Y4nixeniwwr O L / 6 PENDING CONSERVATION %+.L ewrnro ro a]%w evF,ro.] � � ` / - \` -6 COIM550N APPROVAL e.'rm.e'oc*xFVK r——————— ————— — r rxuLp ro uRO �+ d (6 / IFIr 181 M.1 E / 'ysg� �'�`� C 1 •m'ok,ae i F iu ncw�eo wcns�n,!"wic`en°ee� .e V � � � _( 1 � iT wi F60 FCa ltOOrt.9 wLxNt x ,D i icP 0.w,[nM bN001Wu r.p � ��i � T ; ; 1 A ■-ro0p.pp,lvan00r« V N +—I—�t-i—_+.� —a _6 x-wnrox r. W N ..................................... ra.�usn icw w w.us / i .-_--______________________________ ! _..-.------------------_._.-----._ ------- ----- -- 1171, v U , , ; I fl_ _-______._.CN]I.L42 JP01}........... U 5' ii� 1 , j i i i l l j1 , • ------------- ---------------------------- I ------------------ ----------------------------------------- L: a�N�,��px� . N1c E IE. --- --- - ,' ENGINEERING CONSULTANTS $ ) 1279 MILLSTONE RD. �o BREWSTER,MA. •!'a - (774)353-2144 Ref.job#13NMI -Nxx i �. i _r.. o(l) a) U C_ u fn N g O 06 O NmO C / m CD rn O fn / SECOND FLOOR FRAMING PLAN job no.: I9I4 scale AS NOTED dram; Kegv,s_H rev. rev. PHASE I: DEMO OILY ti PHASE 2: LONSTRULTION 5 . -3 0 "'o - - ISSUED FOR PERMIT sn1 11 of 15 • rnaaaa.u,e..,�,� ,mura�,xa�� g E es�ee-eo rox'•':•.��0.. n�rruw�rvinp�Yrn x.n sws y P 5 : O U PENDINGE 2 CONSERVATION AT m w eua -aannrcra.ro avo+-.usr sreure..rwn mm rr.roman ro m V) COMMISSION APPROVAL • � ecc�o.cscos-•seas � O � s.se r°mx..ane vacs ti .0 ro ear xw.'.eo.sixe rwa. o rp O -ui n°a°wa°°rnxrs wiv w,ve per..rawecrws ,.°,sae i�r"xi w i�°i wus � � tr% -•.0 srza � c6 -exrmw s m s seAl / ` D ��s�..0 v...nsro •visno wno•'ons.novC°6Ce r e � '-' PEA—S—E ONSERVATION s�^^'us^^' 1MM60N�TM w L -6 COMM15510N APPROVAL lAr,x- / I n-s,manr:°a°wsroom s h E -T �� I I x-srzn on roao wsr�. $ 4- IN wn n•us m u I -.. .........I'...' ....- .. - IO /�------- V e e 1-4 V • a ------------------ A4 : mew -tl � 2n TM i ❑ ❑ F r` e e /'•' �'`` • McKE ��ZFE ENGINEERING ------------- :------------------------------------------------------------- CONSULTANTS, unl dNl-rnwmnmerrul 1279 MILLSTONE RD. BREWSTER•MA. (774)353-2144 R.0 job#13-- W M + �o U O °u; v> o C � � c caaka /, f0•fA Z `6 C LL to tom o - • , C E I L ING FRAMI N G P L A N Job no.: 13,4 scw�e. ua i ° date T OGTOBER]Di3 SWIe AS NOTED dram: —K aM rev. rev. PNA5E 1, DEMO ONLY PHASE 2: CONSTRUCTION S-4 "o` ISSUED FOR PERMIT sbt 12 Of 15 g E PHASE 2: e*o°. -e'u'°'.o,'cews-.eos°s reY°�"ro rym 2—w urur O PENDING CONSERVATION enx ro roux..�.+ vaess,areo ose�rn os srios U COMMISSION APPROVAL �K�ew, ru v°srs.eras a B»J row ECC°,eca-sA5]3 r ]w wu9 e S eM i0 ep•jyCCO.uDb-.5°5]� A/ae99 mxWvuH MRD) ld N tu.NpuE5 oVIItox�9,aW C @ -UO KrK cars'i°Ororo s z..0 w.rE .exovioe suo,ueen muro w y tq -K�sm.rnu.ae-see.v snva •a.,w°iu.�.T.rvon?rw avrea / \ -asp src.es..a�.r.aer µ,vw•rens ro a a..a svr.ru.s / p rosin srO "peros�"`".ua.e�»°o°ixwnsc�.ow p� (D_ ,/ \\ A-7 - B PENDINGC,ONSERVATION ro ee.rw+eo.si.ae�ivy00i•s t / -6 CgMM15510N APPROVAL �s � C ` —————_— OK R0. �uL4"�1t3/LL MLL` ` cu -7 ,� I r-r000 rosr w,vm oaa wsrr $ a' Lfj I I b , r�7 rn Cu /, •�/, I i I ^ Q N Qn : , i; : ji I' I� I' •- d dnT.lm - vu wvee —eL' 3'w y:er.ya ggse I� c�= _ ^i'• r' it s it I, , ' ----- -- - ------ ---- A y P •x. ;I \ aa IE E _ , , �I 55 i� d� -•, spy d " ENG -- --- --- -- -- -- ---- -- N�SUETAIN S a / _ -- — '•)'\ _ 1279 MILLSTONE RD. BREWSTER•MA. (774)353-2144 • • Ref.job#13-xxx ?, n' U oy / o [ c �. zMcc rn od L1_ N li rn O ME G / N ` M / / ROOF FRAMING FLAN job no.: 131+ de1,a ]I OOTOBER 2.3 stale AS NOTED drawn rev. ROOF PLAN rev. PHA5E I: DEMO ONLY s c.+— i i o PHA5E 2: CON5TRXTI0N s S-5 0 ISSUED FOR PERMIT Sh1 15 Of 15 E 8 ui TRIMMER STUDS KING STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS MODEL NO. DIA. N.EMBED. MIN.REBAR LENGTH O w ER PLAN) (NA PER 1 ) 50" (PER DETAIL. 1 ) o (P � e SSI'B16 5/8 12�" Wv N SSTBl6 5/8 12�" 50" v, OPEN NG I SSTB20 5/8 16 J" 58" SSTB20 5/8 16 58" O U CS16 STRAP J�1 SSTB24 5/8 20 J" 66" SSTB24 5/8 20 66" N co(PER GSN) SSTB28 7/8 24 74" SSTB28 7/8 24 74" L JL JI SSTB34 7/8 82" rj SSTB34 7/8 28 82" SB I X30 1 24" 96" HDU HOLDOWN SB l x30 1 24" 1 96" c M o HDU HOEDOWN I I PER G'NOTE:#4 REBAR TO BE CENTERED ONCS 16 STRAP I I 'NOTE:#4 REBAR TO BE CENTERED ON THREADED ROD HOLDOWN AND LOCATED 3"TO 5"DOWN ( THREADED ROD HOLDOWN AND LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL FROM TOP OF FOUNDATION WALL ER11 h P SiMPSON MANUFACTURER'S ,PER SIMPSON MA ACTURER'S LTP5 CA ° LTPS SPECIFICATIONS. S +_ (PER GSN) 45 0 e (PER GSN) H o O V e. a <p #4 REBAR SSTB HOLDOWN ANCHOR d ° CNW'COUPON TOP OF ANCHOR LER • #4 REBAR' _ SP.(PEl(°GSN) ° (PLACE SSTB ARROW ° d SSTB HOLDOWN ANCHOR EDGE DISTANCE ° ° a••. • F DIAGONAL IN CORNER POSITION IN WALL PER 1.75"FOR 2X4 WALL ° 3"e O 5" d #4 REB�gR ° ' 3"TO 5" #4 REBAR 0 APPLICATION u> SILL PLATE ° ° ' DSP SIMPSON MANUFACTURER'S 2.75"FOR 2X6 WALL ° a n z ) V W N a d SPECIFICATIONS. CND✓@OUP ER SILL PLATE °. ANCHOR�OLg ° .° (PER GSN) ANCHOR BOLT �a SSTB HOEDOWN ANCHOR. ° Fy F d (PER GSN) _ ° ..1 -(PER GSN) d ° EDGE DISTANCE _ ° d ° a. °' MIN.REBAR LENGTH 1.75"FOR 2X4 WALL ' (O ° SSTB HOLDOWN ANCHOR MIN•REBAR 2.75"FOR 2X6 WALL 1�1 1 HOLD DOWN @ PLAN VIEW 2 HOLD DOWN @ PLAN VIEW 5"MIN' V HD WINDOW OR DOOR OPENING HD EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH (PER DETAIL.(;)) SSTB16 5/9 12�" 50" 2x4 WALL 2x6 WALL ` m SSTB20 5/8 16 58" 6"O.C. 4"O.C. 6x6 DOUG FIR POST 6"O.C. 4"O.C. SSTB24 518 20 66" SSTB28 7/8 24 74" oi*wl SSTB34 7/8 28 82" ++ ++ + + + + 1r HDU HOLDOWN SB 1,30 I 24" 96 t9 ++ + + + + + + ° "NOTE:#4 REBAR TO BE CENTERED ON CS16 STRAP I I HOLD DOWN HOLD DOWN (PER GSN) THREADED ROD HOLDOWN AND LOCATED 3"TO 5"DOWN (PER PLAN) ++ ++ ER PLAN + + + + FROM TOP OF FOUNDATION WALL + ) + PER SIMPSON MANUFACTURER'S ++ + + + + SPECIFICATIONS. A.. MIN. (PER GSN) PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW NOTES: NOTES: ? P e D�P�PER GSN) d 1.AT ACH STUDS AT BUILT-UP CORNER 1.ATTACH STUDS AT BUII T-UP CORNER3"TO5" TOGETHERWITH(2)ROWS OF 16d(0.162"x 3.5") TOGETHER WITH(2)ROWS OF 16d(0.162"x 3.5")*4 REBAR ° NAILS AT 6"O.C.FOR2ND STORY SHEARWALLS. NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. ENGINEERING SILL PLATE d CN W COUPLER EDGE DISTANCE ANCHORBOLT d° e 1.75"FOR 2X4 WA 2.ATTACH STUDS AT BUILT-UP CORNER 2.ATTACH STUDS AT BUILT-UP CORNER CONSULTANTS °° 2.75"FOR2X6WA(PER GSN) SSTB HOLDOWN ANI HORTOGETHER WfII{(2)ROWS OF I6d(0.162"x 3.5") TOGETHER WffH(2)ROWS OF 16d(0.162"x 3.5") SSTB HOLDOWN NAILS AT 4"O.C.STAGGERED FOR 1 ST STORY NAILS AT 4"O.C.STAGGERED FOR IST STORY 1279 MILLSTONE RD. (PLACE SSTB ARRSHEARWALLS. SHEARWALLS. eREwsTER MA. ON 3 HOLD DOWN @ DIAGONAL AL IN CORNER PLAN VIEW I BUILT-UP CORNER @ f.job53-2144 OF ANCHOR R77 jobs-2144c HD INTERIOR BUILDING CORNER APPLICATION) WF END OF SHEARWALL ROOF SHEATHING « a) 0 N SHEATHING SHEATNG EDGENAILING SHEAR WALL END POST­., H ROOF (NAIL PER�) O C L LSTA STRAP IQ 16"O.C. 2X BLOCKING / RA) fER wF U) Y @ (PER GSN) BETWEEN RV PER PLAN O V to RAFTERS(NOTCH FOR E N Z N 0 ROOF SHEATHING VENTILATION IF EDGE NAILING HDU HOLDOWN ° (7)-lOD NAILS REQUIRED. (PER PLAN) �/ ®EACH END ARCHITECTURAL .6 LL (� 5 U PLANS FOR MORE N y INFO.) C C O (o Co 0 Cn +++++++ +++++++ `DOUBLE 2X TOP PLATE PAARAL THREADED ROD Q ROOF RAFTER PER (PER PLAN),., / SEE ALTERNATE PLAN.(REFER TO H2.5A(INSTALL ARCHITECTURAL PRIOR TO ROOF RAFTER PER PLAN PLANS FOR BLOCKING AND Job no.: iaia ALTERNATE:ATTACH OPPOSING RAFTER DIMENSIONS PLYWOOD date ai ocrosEa�a� AND SHEATHING NOTE:DRILL HOLE FOR THREADED ROD RAFTERS BELOW RIDGE BEAM OR ) DET LE 2X TOP PLATE 2X STUD THROUGH PARALLAM AND ATTACH W/ / RIDGE BOARD WITH 2 x 4 COLLAR TIE \ ALTERNATT: scale As r+ore° AS SHOWN. RIDGE STRAPS NOT _ H2A '. RBC(INSTALL PRIOR TO ATSp( STALL PRIOR TO NUT AND 3X3X 4"PLATE WASHER REQUIRED WHEN USING A COLLAR BEAM SHOWN ON WALL SHEATHING OR ON PLYWOOD SHEATHING) rev. r TIE. (IF NOTE:NOT REQUIRED IF rev' TOP OF DOUBLE 2X TOP H2A IS USED AT EVERY rev. 9�F 3 PLATES,PROVIDE 90%%D RAFTER. INTERIOR HOLD DOWN STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TO BLOCKING) - RF HD IN FLOOR FRAMING "o ISSUED FOR PERMIT snt 14 Of Is 8 E m c 0 m to U ~ N N W U 0 o w L `N c �+ m m mS' h o ++ H ate+ fp U OPTION#1 o, HEADER SIZE © ® © OD DE G L=1'-0"TO 4'-0" (1)LSTA 9 (1)SP4 (1)SSP - (1)A23 (1)A23 (1)H8 TOP/BOTTOMFj PER KING OF EACH CRIPPLE STUD P V C L=4'-1"TO 6'-0" (2)LSTA 9 (2)SP4 (1)SSP NOTE:FOR HEADERS LOCATED C1 DIRECTLY KING (1)CS 16-(6)8D NAILS (1)A23 (2)A23 DECTLY BELOW DOUBLE TOP U O a) (1)SSP EACH END OF STRAP PLATES.STRAP HEADER TO ��// _ L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PERKING PER EACH KING STUD (1)A23 (2)A23 TOP PLATES WITH(1)CS 16 0 l E E (SEE NOTE W) PER 16"WITH(4)8D NAILS EACH END OF STRAP.BEND L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6 (1)SSP (1)A23 (2)A23 STRAP OVER TOP PLATES PER KING AS REQUIRED. ALTERNATE:ATTACH EACH HEADER(PER PLAN) L= 10'-1"TO16'-0" (2)ST2122 (2)SPH6 (1)SSP RAYr(1)A23 (2)A23ERTOHEADERWITH MLI PER KING A A OPTION#2 HEADER SIZE WINDOW/DOOR OPENING (1)-CS 16 O I SSP L= P-0"TO 4'-0" W'/(5)8D (1)A23 (1)A23 (1)H8 TOP/BOTTOM EACH END PER KING OF EACH CRIPPLE STUD �� �� W/-C 1 (1)SSP NOTE:FOR HEADERS L=4-1 TO 6-0 EACH END PER KING (1)A23 (2)A23 LOCATED DIRECTLY BELOW (1)CSE -(6)8DNAILS DOUBLETOP ENGfNEERING F F W// SD SEE NOTE'3' (])ggp EACH END OF STRAP PLATES.STRAP HEADER TO L=6-1 TO 8-0 (> PER EACH KING STUD (1)A23 (2)A23 TOP PLATES WITH(1)CS 16 CONSULTANTS EACH END' PER KING PER 16" WITH(4)8D NAILS (SEE NOTE'4') nr�c"u.l_dv0 envi.wvmmu� (2)-CS 16 (1)SSP EACH END OF STRAP.BEND _.... L=8'-1"TO 10'-0" W/(8)8D (1)A23 (2)A23 STRAP OVER TOP PLATES 12B EWSTEoNE RD. EACH END PER KING AS REOUIRED. BREWSTER,MA. ALTERNATE:ATTACH EACH (774)353-2144 L= 10'-1"TO 16'-0" (2)ST2122 (1)SSP RAFTER TO HEADER WITH Ref.job#13-pax B B PERKING (1)A23 (2)A23 1 H8. N W NOTES: 1. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER O C 3 U) D D 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. N AA,, U 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO C W V m •cu SOLE PLATE STRAP NOT REQUIRED) O_7 to '- 4.STRAP NOT REQUIRED WHERESHEARWALL HOLDDOWN IS ADJACENT TO OPENING. '-'•I�I� a) U) a)5. DETAIL FOR WINDOW AND DOOR FRAMING;ONT.Y OTHER STRAPS AND TIES NOT ClIOW14 I.OR � U) Z CLARITY. N (u 2 FRAMING @ WINDOW AND DOOR OPENINGS � WF v c m <n •° M m o cn �•Nm QJ �� job no.: 1314 date Ii OLT R 2013 scale ns r ,vm drawn: —•.e." rev. rev. 5 S-7 0 "o ISSUED FOR PERMIT snt 15 of Is ASSESSORS REF.: ZONE: n 4 Ma 75 Parcel 033 " RF FLOOD ZONE: p ' Area (min.) 87,120 (RPOD) Zones A13(el=12), . Frontage (min) 20' All(el.=11), B & C .. P • Cove Width (min) 150 Community Panel No. p nnceSetbacks: #250001 0018 D OVERLAY DISTRICT. Fron t 30' Jul 2, 1992 � e , Side 15 y RPOD - Resource Protection Overla Rear 15' Q \ os i DIRECTIONS: Pier From Hyannis - Take Route 28 into Mostins Mills; Take a left onto Old Post Road and a left onto 34"& Baxters Neck .Road. ` House is on the Left # 414. 4 • ;_ .-. ' .�. ,eat ._x,.,�... �'��� _..: LOCATION MAP: -- �- - scone I 20W.* ��.,..- � -^"`-^' '-- '"'• ..--" "`� � /�,,�'--^ -.-_.. .,..sue .-,-.---�'�� ._.-- -'"- �..--^- '' ���....-� ._._. ,_._. --- -.---irJ''- �'.'�" _--- � _._• .,.,�""' �.�-.' r. ...--- '-.- � � � � -...,�- � ,.,,,.. -_•,,•, � .� .,.-.•,• "-----_ .,�^ DHCB I/ /'•e / ^'� __ -' '' /`y _ _ - - _ - -' -' -~ ! ' _ -- - - _ o - YJtom, Q� .� '� ,,/ /'' �.\ ._-__ .'''� �--- � _.-.- __--- s -^'' �-�"'.. ,,,,,.-- ..._ ____ -- ---- ___- ____ "" �- "-.. """. ^-.�.. `""" ,� �--' '"... ..---"" '•^" � � _ ,,,,,, �O`` FNDcl - j ---- 5' "'� Yip "'k.£3 p :j � ! ! / "_�-.^ -._.•" _-- -"` �� s � s �,�.`.. � � •�' �p � `� , / To of Bank 6x6� Post�A ee/1�...- 12.8' \ Lawn ` \ `✓- f �' �� j �' Patio �` \ \ t s /�e ' f /� - 1 Pool Equipment O Z SAD/ 1, f /5to�/. / Patio 1 90 W 1 f f , Patid Pool Soil Absorbtion System 5' Strip Out NOT TO SCALE \ \ \ j / / %.• Stone Wall AC Pad DESIGN DATA 1 112 Sty. I t / P /o e fin\\ Single Family \ S � / / DHCB g Y w1f`Dwelling in g �o/ FND -6 Bedroom @ 110 GPD # 414 No Garbage Grinder 1 �. \ s Total Dailyg Flow=660 GPD First Floor � Elev. 41.92 Use a 1500 Gal Septic Tank A � 1 0 AC Pad � � Propane Cover LEACHING AREA 660 GPD/0.74(LTAR)=892 SF Required l �� ` ` \ \ 1 i r:• Lawn First Floor �kITBM Sidewall-2(12.83'+50.5')2'/=253.3 SF D Bottom Area- 12.83 x 50.5 647.9 SF Elev. 40.13 - �irst Stair O y ( ) ut We D- Generator Pad Elev. 40. Total Provided=901.2 SF Corner T Existing o be Abonden 59 r Remav d, 9 LEACHING CHAMBER DESIGN Existing 1000 Ew�v =t \ �" �` - - - 1500 Gallon Gallon Septic Pits All Pipes to be Schedule 40. Use \ , / to be Abandoned \ Septic Tank or Removed 5-500 Gal.Leaching Chambers in a \ \ \ t f 12.83'x 51.5'Washed Stone Field as Shown. f J SEPTIC NOTES f l\ t DHCB _f ! 1 I �� \� \ \\ \ -- - `" 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours l\ FND / i 1 1 ! \ �� \ �\ _ „� `• _ �'•--._--_.� _„;,��,__ _-, - ----, � Prior to Auy r, CX��✓aaan For i'"itis Project the ContractorSnall Make the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town ./� Agencies For Construction Defined by This Plan. Shrubs - tia 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to \ N Assure Watertightness. In General,Water Lines Shall be Constructed in Rodidend►tia�\ \\L ��o \ \ Coordination With Cotuit Water,and Shall be in Accordance \\ \ \ - „� / / ti� � / j ._._ ..,,,� � �..,, With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. ,Lo o 7, �, 5.All Structures Buried Three Feet or More or Subject \ \ A 1 to Vehicular Traffic to be H-20 Loading.It is the Engineer's \\ \ Recommendation that H-20 Always be Used.\ s ✓ / / / / j ,�� 2 \ \ s \ ti CJ? 6.Install Watertight Risers and Covers to Within 6„of Finished Grade ow / Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. v 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 00 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. Lot #4 / CU r ;Y 8.All Piping to be Sch.40 PVC. 2.34 A cres 11 / Fencf� MarVc a# ° \ �` ,- `�' Strip out 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum \ �- ✓ / / / r ag Mail et �' '" oil Layer Sump of 6". /E/et 28. 3' r to be Replaced 0/ 111 ti with Title 5 10.The Separation Distance Between the Septic Tank Inlets and ._.,_ ��' 6r�pliant Soil Qi Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" le GV Below the Flow Line,and Shall be Equiped With a Gas Baffle. 5 - . \ ,~ �`" \N � .•--- ,_...• s •�'"• .,--• / / / /% �- - '� s ~"` � - �' ,� 'a, i o - � act � \ Q --water Ll2 e' \ / a ; TH #4 Approximate be Fiel \ Finish Grade Located nor l , TH #3 3' Max. / \ \ \ / ✓ / to 9R'Struction / 9" Min Compacted Fill Filter I �- - Fabric And/Or 2^ 1 P .. Pea Stone t r m \ \e 314, ✓ - / ~ \ j Say ( a �.` \ l LEACHING Double Washed CHAMBER Stone 4' - 10" _ 12'-10" CROSS SECTION OF CHAMBER Electr ic l / f \ m \ ct e . \ \ \ \ \ \ \ 1 NOT TO SCALE / f WatePit r ~ \ \ \ j L=1 50.00 - \ / I �R51 .5Ud \ _,,,` \ PERC TEST: 13,900 i 33- " �lJ:n i/tility\ \ \ PERFORMED BY:CHARLES ROWLAND,Err-SULLIVAN ENGINEERING DH i - / ` _ J SOIL EVALUATOR NO.13586 FND tY / / r WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE MARCH 26,2013 / � Ro6d SITE PASSED Baxter,Ne TEST HOLE- 1 TEST HOLE-2 EL.25.0 EL.25.5 • e d 4 O W ::: :::: ozzii~ 6. ::: ..... .: :::. :. :. ::::::. ._:::. :..24.5 8^ ::.24.8 ::AlE LAYER H3YR9Y2.: ::::.::. : -::�::!11?R.YA."iltiS:CiSAYJSi��IiQ'91Ff1:-:: ::•::•:itE��`:i)?cltIfC•rRf,' ]CiSii•BItO�iTt::•: 24.0 14".::.: .::::::......: ... .......:-:...:.. 14.3 :::9aAl@RJ:Q3 :5<s:;:::::::: ::::: 1Aa :ioYRsi.B ....... ....... 1::: :::::. :::::::::Y1E to,mStI A#t4Vy14::: : 210 32"':. ::::::::: . ::. 22.8 t 15, C LAYER 10YR 7/6 C LAYER I OYR 7/6 See Note 6 (yp•) Min. YELLOW YELLOW F.G. EL.-39.50t* - *Final Foundation GradingTo Be F. QAWn1321 COURSESAND 114.5 CoordinatedWith Landscape Plan 48" PERC TEST 21• NO GROUNDWATER ENCOUNTERED 3.75' Complies With 25 GALLONS IN 8 MIDI. Flow Equilizers -11 Breakout 132" EL. 38.55 As Required NO GROUNDWATERENCOUNTEREn Installer To Existing Con firm Prior EL. 1500 Gallon ti - TEST HOLE-3 TEST HOLE-4 To Any Work Septic Tank EL. 38.0 Too EL. 23.00 EL.23 EL.23.5 H-20 Required Assumed In To -Box EL. 22.30 ' " ...-'-" (See Note 5) a $ ::::oR©4i�IDe ;::::tSRGA3C:::: :: :: :::: Con firm Prior .................... ......... 22.00 " 6" 22.5 4" .. ::::. ::::::.::::::::::. 23.2 To Any Work Leaching ::::::1YlEIAYER.LOYR.312'::.:r...... :. ::: LzkYER.i0YR32.:::::..r Chamberi7et8ICi3Rr�YiSI BROti+t�i::. .: :: SY DARK:CiBAY2§H HRQR!Id: ...... TO Be Installed On O 0 i2•::.:.::::. :.:SANDYLQhM::. :. :::::22.0 10 :: ::'::$AN33Y .:. :. 22.7 a e ompac a ase . ::. ::BLAYERiUYitSlB::::::::.. I( Bedding, T s, ::. zELLowISHaROwN:::::::: :. :1' Id6V51.6ROWt�::. :. 1 Inspection Port ::::!#:Eti t3liYitered:fFertl :•&::Re lt�ee:: _...........p........ 30":: 5 29 : :::::::::::: ::$A1D::: ::::::::i::.:21.1 J\J1 & Baffel s ......t uifd}.......�c31ts; lttl,rt 5:•::Li ::::: C LAYER 10YR 7/6 C LAYER 10YR 7/6 �St as Per Title 5 Q- YELLOW YELLOW ,� C• q :: e::4lut�r ' �nz�t�rI I� Systerrt:_ V`,/ ap COURSE SAND 126" COURSE SAND 13.0 c n 30" PERC TEST 20.5 NO GROUNDWATER ENCOUNTERED v„ T EL. 12.5 25 GALLONS IN 8 MIN. 4- oz No Groundwater 1z6^ PERCRATE<2MININ TAR=0.74 12.5 GlswR�°,w�Q DEVELOPED PROFILE OF SYSTEM Per Test Hole NO GRGUNDWATERENCOUNTERED YF_ NOT TO SCALE TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan Proposed Improvements Sullivan Engineering, Inc. �aVld LiSSy 1.) The property line information shown was _ ~ ~ PO Box 659 compiled from available record information. rn Os tervill e, MA 02655 ~ At 2.) The topographic information was obtained 414 Baxters Neck Road (508)428-3344 (508)428-9617 fax from an on the ground survey performed on or between 14 MAR 13 and 22 MAR 13. �1 Barnstable (Marstons Mills) Mass. 3.) The datum used is NGVD '29, a fixed mean Draft: CTR Field: CTR/WHC/JOD 20 0 10 20 40 80 sea level datum. DATE: March 29,2013 SCALE: 1 » = 20 Review: PS Comp./Review: JOD Project: 33003_LI SSY i 1 1 ' i I i ;t � LI -✓... .yy..+,.ri.ea'pr='IN".+mow l.W...:w`:.MIM'Fi+is.—^M5F9. 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