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HomeMy WebLinkAbout0188 ANNABLE POINT - Health 188 Annabel Point Centerville A= 211-035 i UPC 12534 ` No.21 3 OR � : _ i �� �. 0 No. [.�r � Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOW -OF-BARNSTABLE, MASSACHUSETTS Yes h- application for MispoBal 6pstrm construction vermit Application for a Permit to Construct( ) Repair( grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lo No. ��A i O� Owner's Nam ,Address,aSd Tel No. Assessor's Map/Parcel 5- (�,yJ Mall is Name, dress, d Tel.No Q Designer's Na e,Ad ess and Tel.No. i �r-40in e �— � �f1 ��1 �u t� CLCL?D uww PR) n ��4/8' - '�C� o� 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(min.re fired) gpd Design flow provided cy gpd Plan Date r Number of sheets ` Revision Date Title . Size of Septic Tank 0 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) _ rj , 4J d Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt �y Signed Date Application Approved by ll, ^ Date —(``j Application Disapproved by Date for the following reasons Permit No. �2 Date Issued �� No. Q0 t O "u Fee /vV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes _/, PUBLIC HEALTH DIVISION - TOWWGF BARNSTABLE, MASSACHUSETTS Application for Disposal 6pstem. Construction Permit Application for a Permit to Construct( ), Repair(1,),Jpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.j 8gApnab L kv i F)-i Owner's Name,Address,and Tel.No. Assessor's Map/Parcel � � AA Installer's Name,Address,and Tel.No., a _Designer's Name,Address,and Tel.No. n L j� ft�4*Z-i f_C �)S�.rca C°�r GIB. lOUVI (-;Adjju1�s C'(3t1 Ci01.6` 1� �t E ,�CvIG rG� Type of Building: Dwelling No.of Bedrooms N A- Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) t � (" gpd Design flow provided ~',f-{ gpd Plan Date g'/�a� �j Number of sheets Revision Date Title Size of Septic Tank c`�j �( J4• )O Type of S.A.S. ^} Description of Soil Nature of Repairs or Alterations(Answer when applicable) C—()n l-�-,,,r - (1 r r e e'- 0 o e--Q Date last inspected: . Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. -�- Signed y / p --'"'�_ ...,., Date Application Approved by L.��.��D �e Date Applic'tion Disapproved by-' Date for the following reasons . Permit No. 6/ Date Issued d r 5—t ------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TOO CCERTIFY,that the On-site Sewage Disposall system Constructed( ) Repaired( �� Upgraded( ) Abandoned( )by I i`�a In W C.rn S�ru r—*t�f]n n/ at 196 Am ts(tko i)-)j pL bcd r)&A e'Y, 1 Elm' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0019-cm dated 3 7 4 Installer . J Designer #bedrooms Approved designilow /y gpd The issuance of this permit s all not`e construed as a guarantee that the system will functio as e 1ST d. ,r--- Date ,� Inspecto'r" 9 dot 66 Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem�Construction permit Permission is hereby granted to Construct( ) Repair( 0+"' Upgrade( ) Abandon( ) ti System located at t`�/,4 )�� C) i'� P-j")(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. Date '7— Approved b v � i ASSESSORS REF.: Map 211, Parcel 035 ZONE: RD-1 Fronts (min) 20' Width ?emin) 125' Setbacks: Front Side 10' '4b � / �� Rear 10' y�oQrO �0 CB/Rebar �t°r` / / OVERLAY DISTRICT. a� /Q� AP - Aquifer Protection District ,/ /O Lot 2 Qo�� �� FLOOD ZONE: .,,a / 1 !! '� Oe o �e / Z2,80fSF to Lake F fmom FEMA Mapone X #25001C0561J July 16, 2014 14.5' P C8A bores Fn CB H a oAe t I s � S8R3b New Electric ss 0 F, F ,'.Z• Service oAo• '��-� m�41l \ e F mt • m om! Fes.`S6 #188 I --6,41 CSN 1 Sty w/f Fnd Dwelling omi fie, o a a °o m oti �e PLAN SHOWING NEW ELECTRIC SERVICE AT 188 ANNABLE POINR RD BARNSTABLE (Centerville) NOTES: MASS. DATE:January 24, 2018 SCALE:1"=40' 1.) The structures shown were located on the ground o 20 30 40 60 80 FEET by conventional survey methods on (or between) 25/MAR/13 and 03/JAN/18. PREPARED FOR: 2.) The property line information shown hereon was Joseph & Susan Demartino compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: ���e �` V used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Ostervil DWG #: C806gl cppl FIELD BY. WHK/ASK (508) 420-3994 / 4 02655 20-3995fax TOWN OF BARNSTABLE LOCATION i, y4a-i,�t C.i� >� (Z�EWAGE# -�O 6 J- - I p VILLAGE t��ri--VVUUI[0 r� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY LEACHING FACILITY.(type) �ee (size) 131:3 X-I I•—tS— NO.OF BEDROOMS 910e0) e:F PG OWNER �1 PERMIT DATE: 1A-- COMPLIANCE DATE: Separation.Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility *5 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) i 3<0 Feet FURNISHED BY�� r✓ C 4�+ �ih�oa+�rivr G�r�sr ued- J� Coar3e Tawk � 'Zu,�rC �l,�r`o,✓ TaK/Z fj�ss I MAY-29-2012 08:17 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 FROM :down n cape en g i r•mr i ng inc FAX NO. ` :150031629080 May. 29 2012 07:57AM P1 ReF ;)r, 7. Gkilell,tbirewi(cir '1110mas Nl vKr»a1u,Dii>restnr _v 01 NI'aim Street, mmirp,.WA-026DI t:ff ce 504,86,!.4644 ?ax- �08.79R 6]Ud • 1'�eatttl.p�s;4Q Uro9i rr�u•6;i:'r-'tiliti�ta{au��.�1C!A Sgwgcc Permritt)# 6 Il p I�'1d c. Oil, r� u��ti __. M�4-- d��la��e� •I��� t 1r � on ' Wti5 Murd 0.Nr laL fcr ut3tail A ( ve (iYsxtH t) � s-eptic';YA :e{at. ()Jda Au f_0 Q i v►� Lmtd ins a dpmp rTg wv by r Q�• {�y cL ✓�Af �- ( r Mlify ONL cttc SUptiC !�19 r, i�I�4�IL'CiC,c,cl abcl�lr vm3.inslidlall rib-,tutin-11S, 4tvm: iu�; to tv d03414 -w "ch m4v izir.:;Yfcir w am i provt�a diaLac:s mach tni htfe;:rol of the r�grribubou box.�ndlcr� iu�it rak_ I CarSil'y 'ttl.t the iGfrrencrd a�tive. w�19 W,$TR1'lea wil.11 isrnSac cha,r1grm ( .r, grcuLur t�au 1.0' or wiy vez;scaE cel.r7rrit't��:Ta ul Hxiy COD�j7Qnt':xffi of!bl9 4QT.tic:Wstrm) 'nut ',u ercild5rl".r v4fb Stuta 8t Lui:91 Rr.;*,111a6ons. 1'Inu !'E'&jfi('d.A.T-bL.7j{UY CIP,91p.e1' Lt7 Ii11�tJNl. lH OF _ OANlr%LA (T7LYt ^.�'s tiiu,T s'itur•) ti ALA CIIL No,46bQ2 � 4 V��•�;. �'� � `�'40�ONAr.ElA . .. hsd�ns'9��i.F;tis�:Licr) � x gl(?xrrw''if nl) T,T�-err) x,'A TI IJ 1V _ r,�,_ ,i rw, 4'ralii A 3M.Mr_ Trg+:TAL.114 IlAwUs.,_ r{" TR?5 TO AN:I) AN 'aMt,T ' "tY "t FTP A��kL�SI'1"AE�L�f"�, lJ U SLG1J Pe;Alr;.�'El�fl)NTi,�t�N. T19&MXPTJ.. l'?•P1fdAl1}•ISet,tie;l)cafr,Lu+;r'.mtYtiC�iDdl+or'm a-�6.l1d d,n; i No. Fee twz THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(ppliCatlon for MispoBal 6pstem Construction permit Application for a Permit to Construct( ) Repair e Upgrade( ) Abano'141 a) '❑Complete System ❑Individual Components Location Address or Lot No. +Y$Anrxa�e ab'n� Owner's Name,Address,and Tel No.308- ��' 11Q68 Al 199 nni ke pbj rj -.P&j Assessor's Map/Parcel aj/1 35 oa&31, Installer's Name,Address,and Tel.No.v_ O8`79I— 93199 D signer's Name,Address,and Tel.No. Sb8- '36©2- 95_// &r-6 f Off-, �'o! rt��{-Jant�ix• a/5-X,-k4eG4(g PJ xvwn GOPC 601 0ve'ib�5 q3q M2)n Sf• Ma Type of Building: Dwelling No.of Bedrooms Lot Size 0.5_1 AcAw.e sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided .34 gpd Plan Date S.k"16, Number of sheets j Revision Date Jf> Title ® � n 1 Size of Septic Tank; - $' T ,�/� Type of S.A.S. ��,�`p, l� 4/D � e Description of Soil Nature of Repairs or Alter tions(Answer when applicable) ^' 14 col l/,`7 "Ec> Y /. L X o S S{rv'lD �g�>r� Sar I ✓�/ i�GI�.L� f �/1+� 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 a and of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. j Signed IV V --- -- Date ��— Application Approved by Date Application Disapproved by Date for the following reasons r Permit No. V d I Date Issued 7 �� ------ -------------------------------------------------------- ------------------ - - ------ ------------ - - No. :...ri Fee THE COMMONWEALTH OF MASSACHUSETTS § `' Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZppYitation for Disposal *pstem Construction Vermit Application for a Permit to Construct Repair U ade Abanfl'�a .. �,.Complete System Individual Com on nt'�' e s PP ( ) Upgrade( ) ( ) ❑ P Y ❑ P Location Address or Lot No. $$ Ar)rxt.UP_Qn� Owner's Name,Address,and Tel.No.-5-08- 775 Sf968 �er,iccc-vi1�Q June' . narl ifs Arnr�le Point- A_j Assessor's Map/Parcel aj�� b OaGe Installer's Name,Address,and Tel.No. -08-99/— 9,3i9 Designer's Name,Address,and Tel.No. ,sod- 3<0,p - S/-J7 // Ck�r�jo Car>�rt�c�-;cn�`zr�c• Vs lus4r� Aj n 00-pk &r ineet i 4.39 1�ft ir) S-. ma r5 ►� � , Type of Building: Dwelling No.of Bedrooms J Lot Size C). J A(A, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3(11 gpd Plan Date �s r, �/_ (�') Number of sheets Revision Date 1G Title Size of Septic Tank S" Ta,� s/ N� Type of S.A.S. Description of Soiln� I� Nature of Repairs or Alter tions(Answer when applicable)%;7�,b�1'f L. ,) lit-dQ -� � 1 live Gl�l //,"�L Gci �( . % X ,O•S �J . St tinO �Ol,r+ sr/I!/1� �U t I'�r�s �G[2._t'•%`f /SG .1e�1fi Date last inspected: t 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 of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed - Date Application Approved by l Date Application Disapproved by Date for the following reasons i Permit No. 9 d 1 r Date Issued ------------------------ ------------ ------------------ - - - - -­­---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS j Certificate of Compliance {. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( � Upgraded( ) Abandoned( )by i i E3 M �►�C at ,o ,` - c ; has been constructed in accordance r ( with the provisions of Title 5 and the for Disposal System Construction Permit No.an'; '��� dated ?' a Installer 1�jGr�;,1, ��y1��.�� r'�,,.t Inc— Designer e V) yl�$ Ac t,�xi go r"i'rr<: #bedrooms Approved design flow `j gpd The issuance of this permit shall nndbe c Ksttrruued as a guarantee that the systemtillfunc)nd Ligned. Date /� /C� Inspector _. ------ ----------------------- -------------------------- --- ---- ---- ------------------------------------------- / No. o`0 I o� �� . Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pste Construction permit Permission is hereby granted to Construct( ) Repair: ) Upgrade( ) Abandon( ) System located at 04 A/e o I' 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. J Date 1--- Approved by r i J of aa.7 Town of ustable �i1if rbt 1Deglae'kment of'I$egtilatolry Services 4 Public lle4h Division irate MAS& � 200 Main Street,Hyanuis MA 02601 'pig- Date Scheduled_ !' Tithe_ __ Fee )tall. Foil Suitability Assessment for 7 e D)isp �,`alb Pcrronncd Dy: >Yllnessed By; ILOICA`d ION ark GENE'IVI,I[NJEORIVllATIO_ Location Address J G p aVVele �p t �`� Owner's Name ] Q C Vl ) Ie Address J/ Assessor's Map/Parcel (�1 1/J Cngiucer's Pdeutc Q NEW CONSTRUCTION REPAIR Telephone If Laud Use• Slopes(%) Z9— / Surface Slunes —� V Distance's from: Open Water Body Possible Wet Area fl Drinking Water Well ft Drainage Way ft Property Line 1 ft Other ft ,SKE'TC H ., (Street name,dimensions of lot,exact locations of lest lioles 8c perc tests,locate wetlunds'1 t n protinuly to holes) uj i sI Parent material(geologic) V "� '^���'" Depth to Betlrocls r Depth to Oroundwalcr: Standing Water in Hole; gy _ Weeplhg lion] Pit Roe— Estimated Seasonal High Oioundwater L/9/L LewC,Q D]CT E][CIMNA7C7[ON FOR SEASONAL >FJU[GH WATER TABLE, E, Mclhod Used: c�tt Depth Observed standing in obs.hole: ✓yl L e- In, Deptll to s411 RloltI.n: Dcplh to weeping,from side of obs.hole: bl, druuudwular.Adfu8lnlent ft. Indcx Wcll ff Rcading Datc: Indcx Well levnl _ AdjII.factor A�J.C)Plauntlwatet'UVel IPERCOLA7C>COR7l'�ES".Q' Observ2lioii IPL Hole It Time,tit 9" Depth of Perc L` TIn'ip tit 6" �� t Start Pre-soak Time @ ~ . Time(9`4') ✓/ i End Prc-soak Rate Min./incfl Silc Suitability Assessment: Site,Psssrd_ Sit.G-Failed: Additional Tcsling Needed(YIN) Original: Public Health Division Observation Mote Data To Be Completed on Back--- *-""If pelcolatioil test is to be comiducted within 100' of YVeflaand, you Must first IUotify the. Barnstable Conse>lvntion Divisioll at least one (1) week pricir to beghlUiltog. QASEPTIC\PERCFORM.DOC D1REj-b.OB�1 ][217-A7[][®lOT lElf®� + LOG — WIN from Soil Horizon Soil ]I$Ole Surrace(in.) Soil Texture Sail Color — (USDA).. (M Other unsell) Mottling (St�clure,Stones';Boulders, Z /(�(� Con ista c .%a' ravell l�1 '413 L �a��2- DEEP CBS-R-RVATI® ®� LOGDepth from Soil Horizon Hale #_ Surface(in.) Soil Texture soil Color (USDA) Soil er (Monsell) Mottling (StructurOe,IStones, boulders, C nsis ncv.%Gravel) Depth From OBSERVATIONI-TOLE LOG Surrace(in-.) Horizon Soil Texture 5 ][10IP,# 011 Color Soil ) (Munsqll) Other Mottling (Structure.Stones,Boulders, ('.onsistency,%(3mvell DEMPOINEIR Depth fiom Soil Horizon VATIO TIO�'E �'®�xO�d?# Surface(in.) Soil Tcxtnre Soil Color (USDA) bo11 (Munsell) Mottling (Structure,Se e„ 10 n 5 Boulders, Consistency �6 0�e11 EI10or➢Insurance Rate Myer Above 500 year flood boundary No Yes�1,11 Within 500 year boundary No yes. Within 100 yen r flood boundary No� spy Does at Ieast four feet of naturally occurring pervious material exist in all areas observed thl,pughout the area proposed for the soil absorption system' .__N/' � ti slot;Farhat is the depth of ttaturalYy occurring pervious marorial`r' ��`ICt➢fHO�t<90Vll ' A cert-i Fy that on{�L (date)I have passed the soil evaluator examination approved by the- Department ofEnvironmeintal.Protection and that the above anal}--18.was performed by me consistent with ttre required traininn; e)rn0rtigg a ,l eKpo;i41 ca esc;ii;cu in �i0 t_::IVa 1.5.01'l. Signature ^ Date Q:ISBP'rICTERCCORM.DOC Date Date Scheduled I/ I I ' /� , Time may_ Fee Pd. t�U ' Soil Suitability Assessment for S: D�p � 6FF� yPerfomed By: Witnessed D .� r �� LOCATION&GI;NI',ItAL INFOTtMATIt7ly x.:.. ..-<...., t.oeation Address ....:.• ::....:<.. Owmer's Nam .. /& 9- If AIAM 43454R0- �Ot/lrT �, UIVNf _!av/rssAl C r ev TAs e we A. L Addicts Assessor's Map/Parce -2113) Engineer's Name NEW CONS-MU�C,1ION/ ' REPAIR Telephone/ 6-0 8 3 G A '"Xi Land Use % -( la Stops(Y.)--�— Surface Stones Distances fmm: Open Water Body :142J' n Possible Wet Area-07092:) R Drinking Water Well/n Drainage Way� n Propenty,une ;zc n other R SKETCH:(Street name,dlmensioro of iot,exact loeatlorta of test holy&Pere tau,locate wetlands in proximity to holes) u 3� cat* Parent material(geologic)OCAS' / Depth to Bedrock Depth to Groundwater.Standing Water in Ilotc z _. Weeping fmm Pit Face Estimated Scasonal High Groundwater wets.( DETERMINATION�QRSEASON24I.�IIG1�'GVATEK,'��i;BDE'�^ �::` Method Used. L � Depth Observed standing in obs.hole: I lL.. din. Depth to soil mottles: in, . Depth to weeping from side of obs.hole. ——In. Groundwater Adjustment ti Index Weil 1_ ._.Re.ding Date•. Index Weil level. Adj.factor Adj.Oroundwata l evel :' '. :..... y :PERCOL�TIQN TEST" � �,Drtle Tlnte Observation Hoia 1 �I" Time at Sr Depth of e'en: Time at 6' Slart Pre-soak Time @ 1 Time(91.67 End Pre-soak Rate Min.Anrh Site Suitability Assessment: Site Passed Ste Failed: Additional Testing Needed(YIN) Original: Public lleahh Division Observation Hole DR(a To Be Completed on Back Copy. Applicant tz _.. .. Fss..... ............. No. APPROVED THE COMMONWEALTH OF MASSACHUSETTS era a BOARD OF HEALTH 1 TOWN OF BARNSTABLE Date -Cie, Appliration for Dbspmial Works Tonitrnrtion f[rrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: •------•--•-••--------------•-•-----................----...-•-------•---•...--•-••.......-•_------ •-••••------••---•-••--•--•••------•-•-•------......_.........-••.........----•------•......•---•- L Addre s or Lot /� - .1�lr.1...fir L f,.-- t„v . Owner Address Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms-------------------? .__--Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------• No. of persons---------------------------- Showers ( ) — Cafeteria ( ) p' Other fixtures W Design Flow.............._ - per person per day. Total daily flow............. A-----------------gallons. WSeptic Tank—Liquid capacitv.../.b.9P-gallons Length________________ Width---------------- Diameter.__--._ ----____ Depth................ x Disposal Trench—No. --------/•........ Width...... '._-------- Total Length--___�' ...... Total leaching area....................sq. ft. Seepage Pit No--------_------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water----------------------- fit Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .....------•-----•---.....-•-------••------------•----------•-•--...---••-•-•-•-•...............................•---•--------•-----....................•--•......................................................... ODescription of Soil........................................................................................................................................................................ x U ............••-••••----•••••--------•-•-••-•-•--••--•------•---•-••-•••-•-•-•••-•••------••••••-----...-•-•-••--•---•---•-••------------••••••----••----------••-•••-•-•••-•--•••---......--••••......•. W x •-•••-•----------- ........................................•--------------------.......•---------------•------••-----------------•••-----------••-•••••-•.........---••--� -----------------•--- U Nature f Repairs or Alterations—Answer when applicable._.__.'4QQ.______. -------- �-cl....�Qt "rcll ! yJ `7------......-�--•-. ------.�7.0.------ � -t ic _._�r�t+.nt... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance b n issued y t board of health. y` Signed ----------- - ---- .............. <::. .....,....�.................................... Date ApplicationApproved By ..........:. ......... ... . ---- ....... ... ... ................--.......................... ---------......Dare......---'-"---- Application Disapproved for the following reasons: ...................... ......... ............................................. ................................................. ..... ......................._...................... -....... .... - - ----- .................... Permit No. ... ........ .. ..... - Issued --Issued -..(�--...... to..... ate tx TOWN OF BARNSTABLE � LOCATION /?y- AVAA4,9f-4- , 11— JQ- SEWAGE # VILLAGE ASSESSOR'S MAP & LOTS/—DJk-5-' INSTALLER'S NAME & PHONE NO. 0Fa27oLgW7 (yenJSF- SEPTIC TANK CAPACITY /6`D oamz LEACHING FACILITY:(type) '05--� CS (size) F 'P---. NO. OF BEDROOMS v? PRIVATE WELL OR BL1C WATER BUILDER OR WNE DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: c<�.� ' VARIANCE GRANTED: Yes N .�i�� .. � o � .. ,.� ' `�'� ', 1� �a�� �.' 0 !�+" No.......- ..... FEB.......-� ..........•.. F THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /y TOWN OF BARNSTABLE c , Appliration for Diopoottl Modw Tonotrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ........................................•-------------•---••--------------------------------..... -----------•------------------------............................................................. C'L L tNNr/�v7�T/ /�ZC �1�/Ji9�� fjl=r Loc/� C rs-v ......................_--------------•----••-•--....---•--•--------------------------------•-•--- ----•-•-•--•-----•---•-••--------------•--------••---•--....•----......-----------------•-•------- O�w�nne r, 7 l Address f/1,� L5 •---------------------------------!...-----------------------...----------------------......---- ----•----------•••••----.---------------------------•-------------•-�-•/•-h----I---!--t-.........----•--- Installer Address UType of Building Size Lot............................Sq. feet �-t Dwelling—No. of Bedrooms................---:?--------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons----------------------.----- Showers ( ) — Cafeteria ( ) a' Other fixtures W Design Flow................-��-____---..___--gallons per person per day. Total daily flow.............. ..................gallons. 1:: Septic Tank—Liquid capacity-_—AgP.gallons Length-------- ------ Width---------------- Diameter................ Depth................ Disposal Trench--No. --------t......... Width......F--------- Total Length-.- 8' --_ Total leaching area....................sq. ft. Seepage Pit No-------- ----------- Diameter-------------------- Depth below inlet.................... 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........................ fXq Test Pit No. 2................minutes per inch Depth of Test Pit--------------!..... Depth to ground water------------------------ P4 -•-•-------------------•--•-•-----•--•••--•--•------•-••----------•-••--------------..........------........................................................ 0 Description of Soil.....................................................................------....-------------•----------...-------------------•------•------------------.....--•-•------ x U -----•--••••---------------------•--......-•--•-----------•---•--•••---•-------•••-•-----------•----------•-•-------•••---••----•-•------.............................................................. W UNature f Repairs or Alterations—Answer when applicable._.-._�)U.--------�_--------� .o-__-._-_ .�__U..___:�!t=r:,-4fOQ •-----��-�'.....-T..................�---•---5�...1 ......------........------.......................`.....--......-5...l17!C......�...,v>.�-----...--•---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance haS ben issued 'y the board of health. Signed .........r. ... .... ..............:.... .. .. o .1��--- Application Approved By .... . :.::-" - ,.-; -•-'�' ''-------------------------�"=---------------------------- --------......Dace---------------- Application Disapproved for the following / ..... .. .... ..1.. ` y� I reasons- -------------------------------------------------- ....-.-.-..-.-.-.-.D--.aZ.t.e-. -.-.--........----�......il.'..-.-.-.-.-.-.-. -. --.-.D-. -a-t-e------------------ ............./. �....f .......... PermiN ......... Issued !....�.... --......... .. . .................. ._o—_ _ __ _ __ ________ ___ __ _ ______________ ---_ __---____ —_—__ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (ILI-ertifirate of CompiiancP THIS IS TO CERTIFY, That thdividual Sewage Disposal System constructed ( ) or Repaired ( ) by - ...._................_...... -- -. - - .... ___------ IJ..... .... - ...... ......... - Installer at ---------._---------------------------- -XS� �n/N-4.L3 ZL T,------�--- L ���--.'�'Z-� �.I t:�.. ---------------- - - -- - has been installed in accordance with the provisions of TITLE 5 of he State Environmental Code as described in the application for Disposal Works Construction Permit No. ......_.... .._--3� dated .__._..------------..__...-------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B7C NSTRUED AS A GUARANTEE THAT THE SYSTEM WILL F NCTION SATISFACT.- RAY. j DATE """ ^`-- d Inspector .- fy/� ---- ------------ I r ----- -------------------------------------- ----------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No..1......I....------=- FEE........................ Uiapwial Workii Tonotrurtion "rrmit _ Permission is hereby granted....................... ! ------.....-.•G ={� � -----�''-/6'`j --------•--•-•-------•-............... to Construct ( ) or Repair ( >,� an Individual Sewage Disposal System EF...------ . -•--------•••.............I------- •--....-- Street as shown on the application for isposal Works Construction/Permit No!.___..._�_A�- ated.. ���1--� ../.......... r _ = . . ... Board ofkjiealth DATE �-•-� -- -----•---•------------------------------- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS PROPOSED NEW DETACHED GARAGE & rZA WORK SHOP 03 FOR ♦C� 'tmL Marty & Susan DeMartino Residence :X Cis 188 ANNABLE POINT ROAD i CENTERVILLE, MA. I l I I ARCHITECTS BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A _ YARMOUTHPORT,MA.02675 TEL. (508)362-8382 FAX. (508)362-2828 _ W WN.CAPEARCHITECTS.COM k gq� 3 I PERMIT&CONSTRUCTION SET 08 . 22 2017 s - as � r STAMP: • ' ABBREVIATIONS SYMBOLS AB. ANCHOR BOLT HGT. r HEIGHT A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL NORTH ARROW ACT, ACOUSTICAL TILE INSUL. INSULATION SECTION INDICATOR DRAWING LIST ALUM ALUMINUM INT. INTERIOR ' ANOD ANODIZED JT. JOINT t LETTER IN TOP HALF OF CIRCLE @a AT LAG, LAG BOLT Ao, INDICATES THE SPECIFIC SECTION. Number Sheet Name BSMT BASEMENT LAM. LAMINATE .THE NUMBER AND LETTER IN THE BIT BITUMINOUS LAV, LAVATORY BOTTOM HALF INDICATES THE DWG. BLK BLOCK L. LENGTH No.WHICH THE SECTION APPEARS BLKG BLOCKING MFR. MANUFACTURER Lava LEVEL ELEVATION AO.00 COVER PAGE BOTT BOTTOM M.O. MASONRY OPENING Eleven B BOTTOM OF WALL MAT. MATERIAL BMM BEAM MAX. MAXIMUM t Ref AO.01 PROJECT DATA, ABBREVIATIONS, DRAWING INDEX BLDG BUILDING MECH, MECHANICAL INTERIOR ELEVATION NUMBERS CPT CARPET MIN. MINIMUM Atot INDICATE ELEVATION NUM5ER6 1-1 ,00 ARCHITECTURAL SITE PLAN c CSMT CASEMENT MTD. MOUNTED LETTER INDICATES THE DRAWING a CK CAULK(ING) NO. NUMBER 1Ret WHERE THE ELEVATIONS ARE LOCATED Al ,Ol FLOOR & ROOF PLANS So CLG CEILING NOM. NOMINAL Rat 0 CLOS CLOSET N.LC. NOT IN CONTRACT V—Name A2.01 BUILDING ELEVATIONS U COL COLUMN N.T.S. NOT TO SCALE ELEVATION TAG CONC CONCRETE O.C. ON CENTER t w CMU CONCRETE MASONRY UNIT OH. OVERHEAD Room name LL CONST CONSTRUCTION OPNG. OPENING 101 ROOM TAG A 1 BUILDING SECTIONS y BB CONT CONTINUOUS PNT. PAINT Z CJ CONTROUCONSTR.JOINT PTD. PAINTED n DOOR TAG A4,01 WALL SECTIONS m CTSK COUNTERSUNK PNL, PANEL DET DETAIL PART. PARTITION WNDOW.TAG TYPICAL WALL, SLAB, CEILING, ROOF ASSEMBLY & w <_ DIM DIMENSON PLAS. PLASTER O wALLTYPE A5.O1 ESTERIOR DETAIL w A DAMETER PL. PLATEZ r �i C) a DR DOOR P.LAM, PLASTIC LAMINATE C w DH DOUBLEHUNG PLBG, PLUMBING C° Q E o DRWR DRAWER PLYWD PLYWOOD Ns000'oa^E Ab•01 WINDOW, DOOR SCHEDULE & DETAILS ■� o= DWG(S)DRAWING(S) P.T. PRESSURE TREATED Dice PROPERTY LINE TAG ■� o DF DRINKINGFOUNTAIN Q.T. QUARRY TILE Name Sl ,O1 FOUNDATION & ROOF FRAMING PLANS ■� 3 DW DISHWASHER REQ'D REQUIRED PROPERTY TAG/ACRES ■� ELEC ELECTRICAL) REF. REFIGERATOR Area EL. ELEVATION REV. REVISIONS ^` ELEV. ELEVATOR R. RISER CONCRETE �[ lV EMER. EMERGENCY R.D. ROOF DRAIN w U EQ. EQUAL RM. ROOM W C EXIST EXISTING OR EX. R.O. ROUGH OPENING E.J. EXPANSION JOINT SECT. SECTION v EXP. EXPOSED SCHED. SCHEDULE Q Q EXT. EXTERIOR SPEC. SPECIFICATIONS CONCRETE BLOCK Lv N^ O FIN. FINISHED SL. SIDELIGHT W F.A. FIRE ALARM STD. STANDARD >i PLYWOOD V Q F.B.O. FURNISHED BY OWNER S&P SHELF&POLE F.E. FIRE EXTINGUISHER STL. STEEL Q O F- F.D. FLOOR DRAIN SUSP. SUSPENDED - W_ z FL. FLOOR(ING) THK. THICK GYPSUM WALL BOARD _O W FLUOR. FLUORESCENT T&B. TOP&BOTTOM ( ) O T� t FT. FOOT T&G TONGUE&GROOVE U v J FTG. FOOTING T.O.F. TOP OF FOUNDATION ROUGH LUMBER < - END. FOUNDATION T,O.S. TOP OF SLAB F— W Y ^` W FURR. FURRED ING T.O.SH. TOP OF SHELVE W —� GAS GAS T.O.W. TOP OF WALL FINISH LUMBER R O Q CID W GALV. GALVANIZED T. TREAD Q F— G.C. GENERAL CONTRACTOR TYR TYPICAL RIGID INSULATION W C Z GL GLASS/GLAZING UNFIN. UNFINISHED 7 G GRADING VIN. Z VERIFY IN FIELD 7 l/LL,I GWB. GYPSUM BOARD VIN. VINYL EARTH Q v HDBD HARDBOARD VCT. VINYL COMPOSITION TILE HDWD, HARDWOOD VWC. VINYL WALL COVERING c HVAC. HEATING,VENTILATING,& WC. WATER CLOSET ' Gravel � 00 AIR CONDITIONING W. WIDE/WIDTH "z`4 O r HDWR. HARDWARE W/ WITH W W/O WITHOUT COMPACTED FILL O W.W.M.WELDED WIRE MESH WD. WOOD cc G DRAWINGS ARE REPRESENTATIONAL TITLE: ONLY DO NOT SCALE DRAWINGS PROJECT DATA, ABBREVIATIONS, DRAWING INDEX DATE ISSUED: 08.22.2017 REVISIONS: s g - DRAWN BY: Author a 3 . PROJECT#: DRAWING NO.: B AO,01 STAMP: v O / \ o \+Knotty Pine LI, '' 66 i \ o fl Av f/ x l a z - ^nYC pep ¢ VOW ! Z Q \\ ^ U wa C 10 414 CID 66 \ y ,Wn C \ C) LU h � \ i r 0 LEACHING SYSTEM 10, ` vv♦ V xisnNs°�"ew SfTQgC G S/pf Lu � W i CL S�BgOk �f- OQ m W // 7 \ � ( / W z t' w' '\ � z W PRpPERN(I(VpEXISTING Z) Q U C/) ( . e 66 00 ( O EXISTING \ / / \\ DWELLING // / TITLE: ARCHITECTURAL / ' SITE PLAN I / w / / DATE ISSUED: REVISIONS: s / \ FT t t / ro NOTE• \ F` r INFORMATION IN THIS PLAN WAS ADOPTED FROM / 1.)SITE PLAN BY: R&GAME NYE INC. 812 MAIN ST,OSTERVILLE,MA 02655 (508)428-9131 DATED:SEPTEMBER 9,1997 \ \\ , DRAWN BY: o 2.)TITLE 5 SITE PLAN BY: V f Author g DANIEL A.OJALA,P,E.,P.L.S, \ DATED:SEPTEMBER 24,2005 \ PROJECT#: DRAWING NO.: ' v ' N 1 PROPOSED SITE PLA L1 .00 i � a STAMP: w ma 66 Q ` U U z 3 w � "U Z 2 3 4 2 3 4 z� U a^ � ws 2'-0' 20-0" 6' z -O' 0 U < s ' 5 SETCK SETCK m 0_ BA _ BA sim I I LINE LINE n> A2.01 6 A2.01 A A5.01 COORDINATE PWCElvIEIJT •A , 4 OF AREA WELL TO NOT A3.01 4 A3.01 ENCROACH OVER 6 4' NCR A SE BACK LINE U rLU DROPPED EOGes W/ Q C) la I I G Q 30'WIDE WORK A3.01 I _I-. I A3.01 COU14TM Q /� O . - - - 4 IJSULATED CEILING I j L BBOVE IJCLOSURE LLB a— c Z ACCESS HATCH O t O LU A = Q cn WORKSHOP 1 W Y w 43/4'•/1'-0 Q � LU Ltl/ 1 - _ `4 F- Sim 1 A2.01 l� 1 f 1 A2.01 C Z Z - I 5 3/4'PLYWOOD DECK ON Q w• -- -- - 5.01 2.8 FRAHIING®I W O.C. +1 A2.01 3COD Z c Z w UTIUN SINK— — — — O . 03 O T LET I - DNP {I rrwP _ � m O - 4..• _.§ - E ACC55HATCH NG 6 4E" 6-10 LL 1 ! L. _ _ - _..-b 6 _ _ — _ CAR GARAGE -_ — TITLE: FLOOR & ROOF bo A5.01 _� SLOPE SLAB �4 s L ;- _ T .� .__ 6 TOWARD DOOR I- PLANS A3.01 -_.- i -- .� -L••,•-r r -r.— r ateT A3.01 714 CONCRETE 51AD W/—W 1 4-1 4 WWF OVER G MIL FOLYETFIVLENE VAPOR -`--.• - - BARRIER OVER 6'CRU5HE0 5TCNE OR f T L = - _ }T'-�" - i "-'j-' -'—I"�- _ '�'�'-T collrACTED FILL CONCRETE APRON _ �I.1T. W/DROPPED EDGE5 Ur coblPRE55I01E - �_ 08 22.2017 �— T•--t1---.I"`,1--- �._ i _`.7.. _.J_ 1'-r J-r ; -r^`T'-"^-'^-^- r'-`_-`'r.T'1_" e s 10------- --'1 REVISIONS: z s �, �RCOP LINE ABOVE Sim 5 2 2 Az.01 4 Az.o1 4 DRAWN BY: Author J`e �✓V �GfiM'4�L� PROJECT#: DRAWING NO.: /U 2 ROOF PLAN , FLOOR PLAN 1/4" = P-0" U 1/4"= l'-0" A1 .01 �a STAMP: • w ma 66 $ 0 a U j z Lwi "p 4 3 A3.D, 2 1 A G B a C m z 511INGLE CAP,TYPICAL R.d A3.01 snINGLE A3.01 0 - N +=r? I CAP.TYPICAL - - - - Ride z w S 4 Q L r r - - 56:_5�: IAMINATEDARCHITECTURAL If - r - 4j14 - - b Ix4 ON Ix IO BODYGUARD `:- s'/ Ix90N IxIO BODYGUARD O U w ASPHALT ROOF SHINGLE - T BOA D PAINTED MICAL T _ `_` 7 p^' * D' RARE BOAD PAINTED T IICAL C fY w LAMINATED ARCHITECTURAL T +j, -611' ED Q 5 ALUMINUM GUTTER ON Ix8 1 7 - - - Ix5 BODYGUARD SUB RAKE ASPHALT ROOF SHINGLE - _ -' - - U PVC PA5OA,PAINTED— _ - - BOAp PAINTED TYPICAL - r Ix5 BODYGUARD 5UB RAKE I:. _ _ _ I `Y _ _ BOAD PAINTED MICAL 5 T.O.Plate ALUMINUKl GLITTER ON Ix5 .r _ - �o z _.. - 51'-2" Pvc FAscw,PAwreO — - ---- -_ _:' '_-- T.O.Plate ■� �� St 2 Ix5 BODYGUARD TRIM,PAINTED- Ix5 BODYGUARD TRIM,PAINTED n, ' I x6 BODYGUARD TRIM, - W - x5 BODYGUARD WINDOW -"- 5 PAINTED TRIM,PAINTED TYPICAL .. - - _ BODYGUARD BOARD COLUMN _ - xG BODYGUARD TRIM,PAINTED - W LLI EIJCLOSURE,PAINTED � � Q FIBER CEMENT BOARDS,SIDING, - FIBER CEMENT BOARE5,5IDIIJG, PAINTED ' - T.O.WALL ®GARAGE PAINTED - - - - @ GARAGE N O G24B€ - - - - - 42-6' - Q -- - - -- -- - - - 42-6 T.O.WALL W DOOR TO CELLAR - Q COIJCP,ETe PER .: RETAINING CONCRETE-NDATION WALL. - _ O 05 WALL W C z LJ GRADE - Y = — .:. ., .-. GRADE - -. ... ':' I W CONCRETE FOUNDATION WALL�� '•�, - - _ I T - - - FOOTING I - - - - - - - - W Y �� 35,_2,: I � � - - - - - - - - - - - - - - - - - - - - - - - - -� - FOOTING Ly JL✓ 5LOPED FOOTING— § DRAINAGE5TONE 35-2" \4- �� CI< Z<� z p z w ®NORTH ELEVATION z 1/4" = 1'-0'I 1 WEST ELEVATION :3 Q U 1/4" = 1'-0" O N o-6 00 O � r A � C) 3 4 A3.01 - O A3 01 A ♦ 5 1 2 A3.01 L 5n11JGIE CAP,TYPICAL SHINGLE CAP,TPICAL g� - - Rid ge TITLE:i T t S I x4014 IxIO BODGARD urowareDARcnlrecruRAL RAEBOADPAINTED AS PHALT RE �L OOF SnINGIP APHALTROO ROOF BUILDING Ix5 BODYGUARD SUB RAKE AWMINUM GUTTER 01 I x5 ,rT, PVCFA5CIA,PA JT PAINTED IxH BOApPAINTEDTYPICAL - - -- - _ 1_rL.� Tv �T-�f-.�,L PyCfASCI IIJTED ELEVATIONS A A PA�� i�...�- -_T-_. - - T.O_Plat_� - -- - - ---- - - _ ..-_ _ T.O.Slate_n___ �I _ xS BODYGUARD TRIM PAINTED 1.5 BODYGUARD TRIM,PAINTED __ - - - _ T A A 1 xG BpOYGDARO TRIM, a Ix5 BODYGUARD TRIM,PAINTED AI BODYGUARD TRIM, I - PAIIJTEDm UAR BOARD COLUMN PAINTED _ BODYG D m OVERHEAD GARAGE DOOR a - - - "' 1 ENCL05URE,PAIIJTED DATE ISSUED: FIBER CEMENT BOARDS,5IDIIJG, '- - -- - -- _ - PAINTED --" - _ _- - -- PIKER CEMENTBOARD5,5101NG, j� � � 08 22.2017 nG BODYGUARD GARAGE - = D, - - - REVISIONS: DOOR TRIAL,PAwreO - Oa J - PAwrep @ GARAGE T.O.WALL 4 � GRADE GARAGE T.O. AL 42 - CONCRETE PER p GRADE I I I �--�—CONCRETE FOUNDATION WAIL J n I I I I �COIJCREre POUNDATION WALL DRAWN BY: - - - - — - - - - - - - - � - - - - - - _ FOOTING Author --- - 35,2—� - - - - - - - - - - - - - - - - 35'_2" �- PROJECT#: 2 SOUTH ELEVATION 1 EAST ELEVATION DRAWING NO.: A2.01 4 STAMP: NOTE: • T.O.F. = TOP OF CONCRETE FOOTING. • B.O.F, = BOTTOM OF CONCRETE FOOTING. • T.O.W. = TOP OF CONCRETE WALL. • T.0.5H= TOP OF CONCRETE SHELF. • T.O.5. = TOP OF CONCRETE SLAB ALL WORK SHALL BE IN COMPLIANCE W/MA55,STATE BUILDING CODE,780 CMR,8B1 EDITION. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE t COORDINATE W/ C DESIGNER PRIOR TO CONSTRUCTION. Q a a • CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS It PROPERLY c' Sim TRANSFERRED TO FOUNDATION. 0 • - 2 A A3101 3 e ALL LUMBER USED SHALL BE 5PF NO.2 WITH MIN.E=I.AEG Q g A3.01 C) AL wDGE DeraL TYPICAL ROOF CONSTRUCTION —IC a _Ridge LAMINATED ASPHALT ROOF SHINGLES W/RIDGE VENT CAP ON ROOF Z a,�a, 56'-5" UNDEPIAYME14T PER S SPEC LL TYPICAL x7 a ICE t WATER SHIELD WHERE INDICATED ROOF TYPICAL EAve 43j4 j 1 HANGELRSG -—._. A4.01 2x 10 ROOF RRAFTERS L@ G'O.C.U.N.O.) C� Z t TYPICAL CEIUNG Box DETAIL Ix8 BODYGUARD FASCIA.Ixl2 BODYGUARD SOFFIT,PAINTED WHITE ASSEMBLY pETAIL 2'GAP FOR AIR FLOW z ��1 2'CONTINUOUS SOFFIT VENT W/SCREEN T.O.Plate COR-A-VEST RIDGE VENT,M. WHITE ALUMINUM GUTTER t DOWNSPOUTS Z �_ w 1e•ICE.WATER srnELD _ _ — Ride HURRICANE CUPS AS REO'D BY MA55 STATE BUILDING CODE 780 CMR,8th/ (z1 -3115" Q EACH Slpe $6' EDITION. 3' C y62 WIIJDOW OPENIIJG m 4 ` ASPHALT ROOF snwGlE oN Roof i TYPICAL LB!/NG LON57RUC7I0V ■� 0 5 Ly I.G BODYGUARD UNDERIAYMIB+T 5/8'GWB.TYPE X-POINTED @ GARAGE BAYS ON 1.3 STRAPPING @ I G•O.C. MR TRIM,COWNIN - 1/2-GNB.PAINTED @ WORKSHOP ON I X3 STRAPPING @ I G-O.C. �B e1+CL05URE PAINTED csG @ EACH RAFTER ROOF 5neATHING (R-49)MIN. GATT INSULATION @CAVITIES e ERIOK WALL G m OR WALL ON ROOF RAFTER TYPE IEw-zl TYPE IEwsl PER PUNS TYPICAL EXTERIOR WALL A55EMBLY I- GARAGE 2XG SILL ON FOAM SILL.SEAL/GASKET 6 T.O.WALL ® RIDGE PLATE 42's" PER 11- (2)-2xG TOP PLATE W P DECK .. 2XG WALL STUD @ I G'O.C. %3/4•r#G Lrwoop7/1 C 7/1 G'STRUCTURAL WALL PANELS SHEATHING. e'coNCREre GLUED a NAILED ON -' 4'coNCRETE SUB W/ (R-20)MIN.BATT INSULATION @ CAVITY, 7'[ Q ..'z,Io @ IG•o;c.- rHICKENEo epees V FOUNDATION WALL :,i FIBER CEMENT BOARD SIDING 5"EXPOSURE,PAINTED. I O'DIANI.CONCRETE 5/8'GWB.TYPE X'(INSIDE @ GARAGE),PAINTED TYPICAL,112'PLYWOOD @ (VAnJ\ O GRADE '.CoucxETESTEP', `.PtO 3..- PIER TYPICAL RIDGE DETAIL Q g :.4•coucReresUB: WORKSHOP 20•.I O'CONTINUOUS `' - 1 = 1 -0 CONCRETE FOOTING W/ — .. (3)#4 CONTNUOU5 BARS_ - '' - — — 35 2 D DECK { _. ^ _ I �/2" TWICAL WOOD FLOOR DECK ASSEMBLY — — — � FOOTING 3/4"T!G GLUED t NAILED PLYWOOD Q O 7� STEP FOOTING,BEYOND STOP FOOTING, 'IQV Zx8 FLOOR JOISTS @ 6"O.C. LLB LL Z BEYOND (R-30)MIN.BATT INSULATION IN J015T DAYS = O:E L FOUNDATION DETAIL ! O J 8"THICK CONCRETE FOUNDATION WALL ON 20N 1 O'CONTINUOU5 CONCR w Section"C'I FOOTING AS INDICATED W Y ^` C P.T.CONTINUOUS 51LL W/GALVAN12ED ANCHOR 5OLT5 t FOAM SILL,SEAL/ Q � W J GASKET ` O Q Im LU • DAMPPROOPING t I'RIGID INSULATION(R-5)@OUTER 510E C Q � • (2)-k5 CONTINUOUS BARS TOP t BOTTOM @ WALLS AS SHOWN w C z Z • 4"CONCRETE SLAB ON G MIL VAPOR BARRIER W/G-G W A4 W 1.4 W.W.F.@ 7 U•J MID DEPTH ON 8"COMPACTED FILL L / Q Q \l Lu Cf) co 0 °S °° r c 1 e01 q A A3 A3.01 B A3.01 . "CALL TYPICAL 4 3 2 �MCAL SHINGLE CAP Y ASSEMBLY pETAIL ,�p01 TYPICAL SHINGIP CAP -—. A4.01 — _ 6 5 " - — - _ _ _ 56-5 5 'i-I _ -- — - si TITLE: TYPICAL RAKE BOx DETAIL T - BOARD DETAIL - - BUILDING TYPICAL LOOP 2%4 CEIUIJG ASSFI"IBLY DETAIL HANGERS T.O.Plate T_O.Plate Is SECTIONS — 51'-2" SP_2" 2x4 CEILIIJG MICAL CEILING MICAL CEILING 1ANGER5 TYPICAL CCIUNG A55C13LY DETAIL ASSEMBLY DETAIL ASSEMBLY DETAIL WIr+DOW OPENIIJG WINDOW OPENING {,F iOVERHEAD DOOR HEADER Ix4 BODYGUARD LJ LJ 'R aP DOOR TRIM, ( ' m 1 PAINTED TYPICAL 10'-0'WIDE.r-/'-O'HEIGHT A4,01 DATE ISSUED: 06.22.2017 IX TER WALL GARAGE OVERHEAD DOOR` i EXTERIOR WALL 3/4'itG PLYWOOD DECK TYPE(EW-I) ``� ®GARAGE TYPE IEW-2), I 42-81/4 GLUED I+AI.0 ON 2xt0 REVISIONS: T.O.WALL @ IG•O.D. _ _ T.O.WALL 42-6 42 6 A5.01 (3)PLY X-9 M. B"CONCRETE MICAL 51B ON � — LVL DROPPED BEAM MICAL 51AB ON FOUNDATION WALLS GRADE A59CMBLY 4"CONCRETE APROIJ GRADE P55eMBLY F GRADE I W/THICKENED EDGES 9'CONCRETE" 4-O.D.5TeEL COLUM14 W/ FOUNDATION WALL 5TANOAP.D BASE 4 CAP I. I � Y 20'.10'LOIJTIIJUOUS 1; 20'.I O'CONTIIJ 114G CONCRETE FOOTING WI 3)#4 CONTINUOU5 BAR5 DRAWN BY, (3)#4 CONTINUOU5 3AR5 •' _ - _ _ - - _ - _ _ _ - - _ _ _ _ _ _ - OU5 _ _ FOOTIN_G n _ -'- �NCRere PoonNGwr�1 TYPICAL swB ow GRAOC ASSEMBLY ( _ _ _ FOOTING D 35'-2" sreP FoonNG,Beronp 35'-2" Author CO CRETE W](3)#5 F FOOTING PROJECT#: 20',1 O"CONTIN000S --—- k'/f31#5 EACH WAY Section" "" CONCRETE FOOTING wi A Section"A' DRAWING NO.: B (3X/4 CONTII+0005 BAR5 S A3.01 pa STAMP: r o W Ridge � Ridge — — — —66'-5 sum e U s z A5.01 A5.01 Z MIGAL RAKE twi 5 BOARD DETAIL - u T'PICAl RAKE . BOARD DETAIL � — z I Z U w� TYPICAL EAVE C `w E BOX DETAIL __-—'_ -_-_ As.o, m Q O BOX DETAIL TYPICAL EAVE BOX DETAIL T.O.Plate _ _ _ _ T—O.Plate nmmr T.O_51a —O 51a2" o U 51._2" 51'-2" I LLJ TYPICAL CDUIJG A55EM5LI (3)1 3' 5 Il4• Y." LVL BEAM ---- --. BODYGUARD BEAM OVERHEAD GARAGE ENCLOSURE,PAINTED ODOR HEADER I I� v LU OFF. 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IEOGeR BOARD —J L----- ------J L___ __—1 Q B LL �`. ,, - --------- — --- ------------- —, — - TITLE: I I I T.O.W(92'E") I I 777 " BO.F(35=T') FOUNDATION & FLOOR FRAMING PLAN ROOF FRAMING 2 I B'CONCERE WALL L4-ON PRAIIING 1/4" = 1'-0" I I I PLANS T.O.S.(42'-0' u I I 20'x 10'CONCRETE FOOTING I I g 2x 12 RIDGE Pure I SLOPE SLAB I T.O.S.(42'Z) '? m TOWARD DOOR I DATE ISSUED: T.O.w(42'-0") 4. suB wr 6„6 w1.4„w1.4 OB.22.2017 corsREre WWF OVER G MIL POLYETMYILNe VAPOR S.O.F(35'-T')1 BARRIER OVER G'CRU51eO 5TONE OR REVISIONS: I—� COMPACTED PILL j 2x10 ROOF RAFTER @ 16"O.C. I I 1/2•COMPRE55IBLE I 2x8 CEILING JOIST 16"O.C. ——— FILIPR @ PERIKIETER.IYP. �— ---------------------------- w L _____________________________________� C g 1 4*HH* DRAWN BY: Author 6 1 FOUNDATION PLAN PROJECT#: n ROOF FRAMING PLAN 1/gl1= 11_pII DRAWING NO.: J 1/4" = 11_pll S1 ,01 � a `dW "3111MMN30 c N O Oy0d 1NIOd 319VNNV 88 L U g m O IDvqazaz-Z9£-BOSRvd m,.o. .,M. 9L9Za VVY'18C'MMHWA eoueplsgd ouWgWaa uosnS )R Ap ZBn-M-13M Hd V 31M,133tl1S MUM£oZ = LU 0 -- m i! z MTTM dOHS MOM z w ONI'SIOUH38V U N g I 2139V21�901DOf1N331SIf160NI1NM0219 memo )R 30ydy0 43HOVEG M3N 43SOdOdd F Q o r / \\ / Pblw - .od algeuuy' PH wlad algeuuy / / \\ \ a / / NII c o / / \ Shoot lying Hill Rd Pa IItH 6W,fu400 ul Ja4ePPeVy kr if c"P 1 \ i 0 o if / U"' ,,,z � it OWN F / Qw / p Z Qdmuj�FAO 2 1Z� N / yQ� a h s w / \347 1 S Z L_ w cn / o 0 LU 1N/0 \\�' 9�N Ny �J MINIM M ./5 OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 38.0' , , 2" DOUBLE WASHED PE TO 10"TEE RUN PIPE LEVEL OR GEOTEXTILE FABRI 39.36' 14"TEE FOR FIRST 2' W/EFFLUENT FILTER SEE DETAIL ---8 as ITEE 40.70' 40.71' �o 40.88' o0000 0.50' p00O o0 o00 0 0 40.2' '-'�-6" CRUSHED STONE OR MECHANICAL 12" MIN. INT. DIM. SET PIPE AT 0.005'/FT SLOPE ( 2 % SLOPE) COMPACTION. (15.221 [21) 6" MIN. SUMP ( 1 3/4" TO 1 1/2" DOUBLE WA' H-20 % SLOPE) 2500 GAL. LEACHING OUNC'ATION - 59' - SEPTIC TANK/ 7' D' BOX 3' FACILITY PUMP CHAMBER COMB. ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL WATERTIGHT ACCEE MANUFACTURER'S SPECIFICATIONS FOR TO GRADE 9.14 PROPER FILTER INSTALLATION / Q / Q / ALARM AND CONTROL PANEL / � -}-37,5z TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 39.35' SEPARATE CIRCUIT FROM PUMP �o-vi 1 \ Al ZABEL FILTER 9.15 FLOAT SWITCH ALARM ON (A100) 14" TEE Q OUTLET TEE W/EXTENSION SETTINGS: 1500 GAL. MIN. PUMP ON THIS SIDE 5" WORKING RANGE 6' OF BAFFLE pp; 5" 6.8' PUMP OFF 12" /+38.93 37.97 4 DOSES PER DAY, AT 110 GAL. PER o000 0 000 0 0 0< DOSE (5" WORKING RANGE) 6 38.91 WATERPROOF AREA DRAIN 2500 GAL. SEPTIC TANK/PUMP CHA 3 00 (NOT TO SCALE) �38.51 TH 1 3�� BENCHMARK ,\ 3 COR CONIC SLAB a0 ELEV=42.2' _ _ \ +40.85 �8\ 'Ic38\ �-k38.48 9, T Al +37,67 \ \ 38 s .27 + + 5' REMOVAL OF UNSUITABLE S AROUND PERIMETER OF LEACH DOWN TO SUITABLE SOIL LAYE 38.28 . 3 GUY WITH CLEAN MED. SAND, TO M \ \ GARAGE ` Q WIRE SPECIFICATIONS OF 310 CMR 1 7J +,39.49 y PROVIDE 53' OF 40 MIL LINER 71 �p SHOWN. TOP AT EL. 41.2' \\ o \\ _ PROVIDE VENT WITH CHARCOAL FILTER \ `T 40. 4 4 7 / �1.81 PROP. ST/ AND BUGSCREEN (FINAL PLACEMENT WITH 41 41.7 +41.37 HOMEOWNER CONSULTATION) �-39,8 40.27 1.90 GP z \ 41.6 4L7 STALLER TO CONFIRM SUITABLE SOILS IN AREA OF PROPOSED / 4182 41.70 N w °41. 4 W 17S EACHING FACILITY PRIOR TO INSTALLATION OF ANY PORTION OF W 3: � S I YSTEM 41.69 41.74 \N 41.5 `Q WATERINE MUST BE SLEEVED WHERE WITHIN 10' OF 3 �W W _ 40.2 PROPOSED LEACHING FACILITY I 41��ANTINGS 3 +41.® 33 t41.73 7 PAVED �``�'/ 41,557�- GAS ` 1 METER 3 DRIVE ST. STD/ + pl I `S6 41.31 .Si5 J�41. 41. 5 a� fi.03 4 42.181NV OUT 40.95 ELEV=39.36' BOARD OF HEALTH EXISTING \ - DWELLING MA +40.77 �\ A" \ TF=42.2' �PPR❑Vi-D. DATE \\+\39,74 \� 39 � � \ 35.58 i off 508-362-4541 fax 508 362-9880 LEGEND \ \ 38 \ 3 58 / S 31 down Cape engineering, inC, 100.0 PROPOSED SPOT ELEVATION �\ 3, o CIVIL_ ENGINEERS 100X0 EXISTING SPOT ELEVATION �35.54 \� LAND SURVEYORS 100 PROPOSED CONTOUR \�\ 3� 33, 939 main st, armouth, rya 02675 , 6:33 y 100 EXISTING CONTOUR � ,� 33,40 33 i)-22 7 6.10 33.44 AAA �` SYSTEM PROFILE PROVIDE MIN. 20" DIAM: WATERTIGHT TOP FNDN. AT EL. 42.2' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SOLE) (OR TO GRADE IF UNDER PAVEMENT) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE 41.7' MINI 75' OF COVER OVER PRECAST WITHIN 6" OF FIN. G ADE 2% SLOPE REQUIRED OVER SYSTEM 41 9' TEST HOLE LOGS EE 38.0' P 2" DOUBLE WASHED P TONE RICK JUDD, RS 10'TEE RUN PIPE LEVEL OR GEOTEXTILE FABRI ENGINEER: \_39.36' ia'rEE FOR FIRST 2' WITNESS: DON DESMARAIS, RS w/FlLTER� 1 2 40.5' DATE: SEE DETAILlm; SEPTEMBER 14, 2005 M IT -I PERC. RATE _ < 2 MIN NCH 40.71' 40.70' �� �� o0o CLASS ' SOILS P#11104 CLASS o �� a 40.88' 0 0.50' ga8o �� o00 " o0 o oo0 00 0000 0000 40 2'i o000 0 0 00 0 40.0' '---�6" CRUSHED STONE OR MECHANICAL 12" MIN. INT. DIM. SET PIPE AT 0.005'/FT SLOPE Q ELEV. ( 0" 37.0' 2 % SLOPE) COMPACTION. (15.221 [2]) 6" MIN. SUMP (H-20 1 % SLOPE) 3/4" TO 1 1/2' DOUBLE WASHED STONE FILL 2500 GAL. 5' FOUNDATION 59' SEPTIC TANK/ 7' D' BOX 3' LEACHING 48" I. FACILITY PUMP CHAMBER COMB. ACCESS FOR ROUTINE MAINTENANCE ORGANIC MUST BE PROVIDED FOR ZABEL. FILTER. USE WEQUAQUET LAKE HIGH 58" INSTALLER MUST FOLLOW ALL I WATERTIGHT ACCESS COVER WATER LEVEL EL. 35.0' N MANUFACTURER'S SPECIFICATIONS FOR TO GRADE A/E �I 9.14 PROPER FILTER INSTALLATION PROVIDE QUICK DISCONNECT FOR PUMP LS i NOTE: 500t GAL. RESERVE Q / f PROVIDED IN PC 60' 10YR 5/1 � ALARM AND CONTROL PANEL _I B �- ' n0 +37.52 TO BE INSTALLED INSIDE / BUILDING. ALARM TO BE ON ,INV. IN 39.35' NO LOW POINTS LCS Al SEPARATE CIRCUIT FROM PUMP I 62" oas WATER 31.8' � � ZABEL FILTER I 2" PRESSURE LINE 14 TEE SLOPE TO DRAIN BACK TO PC 29 2' O 9.15 FLOAT SWITCH ALARM ON (A100) 94" 5YR 3/2 Q � OUTLET TEE W/EXTENSION SETTINGS: PUMP ON 150o GAL. MIN. 0.25 WEEP HOLES C THIS SIDE CHECK VALVE PQj fie/ �ROO 5" WORKING RANGE 5, of BAFFLE MYERS SRM 4 GCS 6.8' SUBMERSIBLE 4/10 HP PUMP 5Y 5/2 PUMP OFF 12, SYSTEM (OR EQUAL) 142" 25.2' 1 (ON BLOCK) ' 37.97 4 DOSES PER DAY, AT 110 GAL. PER (§ 00 �� �7." �38.93 DOSE (5" WORKING RANGE) BAFFLE WATERPROOF �+\38.91 AREA DRAIN 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION 00 (NOT TO SCALE) BENCHMARK SEPTIC DESIGN: GARBAGE DISPOSER NOT ALLOWED TH 1 39 38.51 COR CONC SLAB 3 110 = 330 � 3 d0 ELEV=42.2 DESIGN FLOW. __ BEDROOMS ( GPD) -F40.85 USE A 330 GPD DESIGN FLOW \ 41 SEPTIC TANK: 330 / 2 660 �8\ �k38.\ GPD+,38.48 +37.67 9, ! \-� \ + 2 5' REMOVAL OF UNSUITABLE SOIL REQUIRED USE (1) H-20 2500 GAL ST/PC COMBINATION \ \ 3a + ; I AROUND PERIMETER OF LEACHING FACILITY, `\ -� 4L4 ft��l , ` DOWN TO SUITABLE SOIL LAYER. REPLACE LEACHING: 38.28 \ 3°' !` GUY WITH CLEAN MED. SAND, TO MEET N/A GARAGE 9 t WIRE SPECIFICATIONS OF 310 CMR 15.255(3) SIDES: J32` +,39.49 42'0 ✓ �r t� y PROVIDE 53' OF 40 MIL LINER IN AREA BOTTOM: 39.3 x 11.75 <.74) - 341 7_I �iQ SHOWN. TOP AT EL. 41.2' 461 341 p TOTAL: S.F. GPD CD PROVIDE VENT WITH CHARCOAL FILTER \\. `T 40. 4 4 7'/ / �1.81 PROP. ST/PC USE 3 ROWS OF SCH. 40 PERF PIPE SET IN AND BUGSCREEN (FINAL PLACEMENT WITH 41.7 +41.37 ' HOMEOWNER CONSULTATION) +39.8 40.27 41' 1.90 GPS l 41.6 STONE FIELD, 39.3' LONG x 11 .75' WIDE x 0..5 DE i PROVIDE MIN. 20" DIAM. WATERTIGHT SYSTEM STEM PROFILE TOP FNDN. AT EL. 42.2' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)- (OR TO GRADE IF UNDER PAVEMENT) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ° 41.7' MINI NM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM LOCUS T38.0]7L 2" DOUBLE WASHED PE TONE RICK JuoD, Rs AH oJaLa, PE, sEE ENGINEER:RUN PIPE LEVEL OR GEOTEXTILE FABRI 39.3614"TEE FOR FIRST 2' WITNESS: DON DESMARAIS, RS DON DESMARAIS, RSFFLUENT 41.2'ITER SEPTEMBER 14, 2005 MARCH 30, 2012 SEE DETAIL o 40.5 DATE: a 2 ass -.2.38 �s� s a TEE PERC. RATE _ < 2 MIN INCH - < 2 MIN INCH 40.70' o000 0000 00o CLASS SOILS P#11104 CLASS SOILS P 13595 CD F. 000000� 40.71' o00 0 40.88' o0000 0,50' C�l o0 0 0 . LAKE o�Ooo�000�0�0000 0000 oo�o o �0� oo� , 40.2' o 0 40.0 �WEQ CRUSHED STONE OR MECHANICAL 12" MIN. INT. DIM. SET PIPE AT 0.005'/FT SLOPE 1� ELEV. Q ELEV. ��\P� a_ ll COMPACTION. (15.221 [2]) w 6" MIN. SUMP 37.0' 0" 41.5' YACHT CLUB RD. ( 2 % SLOPE) mz H-20 ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE FILL 2500 GAL. 5, FILL LEACHING 48" 12" FOUNDATION 59' SEPTIC TANK/ 7' D' BOX 3' FACILITY _ PUMP CHAMBER LOCATION MAP NTS COMB. ACCESS FOR ROUTINE MAINTENANCE ORGANIC A/B MUST BE PROVIDED FOR ZABEL FILTER. USE WEQUAQUET LAKE HIGH 58 INSTALLER MUST FOLLOW ALL WATER LEVEL EL. 35.0' N WATERTIGHT ACCESS; COVER A/E LS ASSESSORS MAP 211 PARCEL 35 MANUFACTURER'S SPECIFICATIONS FOR To GRADE 9.14 PROPER FILTER INSTALLATION PROVIDE QUICK DISCONNECT FOR PUMP LS 14„ 10YR 2/1 ' NOTE: 500t GAL. RESERVE Q / f PROVIDED IN Pc 60„ 10YR 5/1 B O / ALARM AND CONTROL PANEL i'\i\i�\�\i�\ ,ii� B LS 37.52 TO BE INSTALLED INSIDE !i i `ii i i i iiiiii i�i i / BUILDING. ALARM TO BE ON \\ � 11 °�\�?�\�/ �,.,� LCS 1OYR 5 4 INV. IN 39.35' �? NO LOW POINTS 62" OBS WATER 31.8' 36" / 38.5' ' SEPARATE CIRCUIT FROM PUMP I 2" PRESSURE LINE �- \� ZABEL FILTER 9.15 (A1o0) 14"-TEE SLOPE TO DRAIN BACK TO PC 94„ 5YR 3/2 C FLOAT SWITCH ALARM ON 29.2' OUTLET TEE W/EXTENSION SETTINGS: PUMP ON 1500 GAL. MIN. 0.25" WEEP HOLES C 84" OBS WATER 34.5' w THIS SIDE CHECK VALVE Q 5" WORKING RANGE 6" OF BAFFLE GCS MYERS SRM 4 MCS 5" 6.8' SUBMERSIBLE 4/10 HP PUMP 5Y 5/2 PUMP OFF 12' SYSTEM (ORCK) EQUAL) 142" 25.2' 120" 2.5Y 6/4 31.5' /71�-38,93 37,97 4 DOSES PER DAY, AT 110 GAL. PER o 0000 00000 0 0 00�0 DOSE (5" WORKING RANGE) 6" BAFFLE / WATERPROOF �38,91 ' AREA DRAIN 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION NOTES: 00 NOT TO SCALE) BENCHMARK SEPTIC DESIGN: GARBAGE DISPOSER NOT ALLOWED WEQ. LAKE DATUM SYSTEM � �38,51 TH 1 3`� \ COR CONIC SLAB DESIGN FLOW: 3_ 110 1 . DATUM IS BEDROOMS GPD _ 330 GPD 4o ELEV=42.2 - ( - ) 2. MUNICIPAL WATER IS EXISTING - I�icE A 330 Gpr DESIGN FI n\ri �._. 1 i8 \ +40,85 3." V111, iimu'ivi -PIPE "Pi i�h i 0 BE I/8,, PER rOu i -119 - I�38.23 T 41 ---\ SEPTIC TANK: 330 GPD ( 2 ) - 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 'I�38 48 +37 67 9 \ + 27 5. PIPE JOINTS TO BE MADE WATERTIGHT. 3g + 5' REMOVAL OF UNSUITABLE SOIL REQUIRED USE (1 ) H-20 2500 GAL ST/PC COMBINATION r� AROUND PERIMETER OF LEACHIIJG FACILITY, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. +414 i{ l DOWN TO SUITABLE SOIL LAYER;, REPLACE LEACHING: 3828 3� ENVIRONMENTAL CODE TITLE V. " GUY WITH CLEAN MED. SAND, TO MEET \� GARAGE F WIRE SPECIFICATIONS OF 310 CMR 15r255(3) SIDES: N/A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �. � 39,49 42.0 x 39,3 x 11,75 (,74) = 341 TO BE USED FOR ANY OTHER PURPOSE. 7 32 ti PROVIDE 53' OF 40 MIL LINER !N AREA BOTTOM: �p SHOWN. TOP AT EL. 41.2' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 71 461 341 o j TOTAL: S.F. GPD g. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT PROVIDE VENT WITH CHARCOAL FILTER �. 40. 4 41 7 / s �1,81 PROP. ST/FC USE 3 ROWS OF SCH. 40 PERF PIPE SET IN INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED AND BUGSCREEN (FINAL PLACEMENT WITH 41 GPS 4L7 4137 FROM BOARD OF HEALTH. STONE FIELD, 39.3 LONG x 11 .75 WIDE x 0.5 DEEP HOMEOWNER CONSULTATION) 40,27 1.90 0 +39.e 41 6 10. PUMP & REMOVE EXISTING SAS & ST 41,7 INSTALLER TO CONFIRM SUITABLE SOILS IN AREA OF PROPOSED \� / 4182 41.70 W °41. 4 LEACHING FACILITY PRIOR TO INSTALLATION OF ANY PORTION OF W W I 9 ,`SS a, SYSTEM 41,69 41,74��J� 4L5 �° WATERINE MUST BE SLEEVED WHERE WITHIN 10' OF �W w 40.27 TITLE 5 SI TE PLAN PROPOSED LEACHING FACILITY 3: SLEEVE SEWER LINE FOR 10' EITHER SIDE OF I 41,�` ANTINGS , CROSSING WITH WATERLINE 3 � 41.® 33 41.5 41J3 �-7 of PAVED 3 GAS 188 ANNABLE POINT ROAD / METER NOTE: PROPOSED SAS IS IN AREA OF EXISTING S6 DRIVE sT. sT 41 4, 4 5 k1 _38' SAS IN THE TOWN OF: +41.31 I SS ( CENTERVILLE) BARNSTABLE A% 41,03 \ 4 42.181NV OUT `-37 6 40,95 ELEV=39.36' PREPARED FOR: BORTOLOTTI CONSTRUCTION /INMAN BARD OF HEALTH \ �� EXISTING 36 DWELLING + 77 MA +40.77 �\ o \ TF=42.2' 20 0 20 40 60` APPROVED DATE \\+\39,74 \� 3 6.0 9 39 \ 3343 \ 3558 SCALE: 1" = 20' DATE: SEPTEMBER 24, 2005 off 508-362-4541 \ 3S \ 3 58 fax 508 362-9880 LEGEND \\ 3� ��� REV. 4/16/12 (TH, DESIGN) \ OF BUOYANCY CALC: (�OWn cope e en ineerin lnC, 100.0 PROPOSED SPOT ELEVATION p. 3 ° , c,;� H-20 2500 GAL. ST WGT: 28,000 Les / 9 9 \ S� i FO �rtFi OF MqS RCN OF Mass \\ 11 x 6 x 4.3' x 62.4 = 17,709 LBS UP (OK) a�` S9cSc o`� DANIEL 9c�G 100x0 EXISTING SPOT ELEVATION GANtELA. s CIVIL ENGINEERS35.54 �\ m 100 / �o oJALA A. LAND SURVEYORS \ 5y 333� CIVIL of 9 PROPOSED CONTOUR \ 3 �`-- ". No.4u502 �' ;� No.4098,fy-„� 6.09 CONC. 939 Fain st, yarmouth, ma 02675 100 EXISTING CONTOUR \� i RAMP Fs STE ess\ 33 40 ,1_©NAt �v ;1. 05-227 6.10 33:44 DANIEL A. OJALA, P.E., P.L.S. DATE