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HomeMy WebLinkAbout0052 JOBY'S LANE - Health 52 Joby's Lane Osterville A 120-092 - I. ICI r TOWN OF BARNSTABLE LOCATION rj j 6/3 y"S Z, ,41 SEWAGE# at 01-T - VILLAGE , SSESSOR'S MAP&PARCEL/,OX 9 4 INSTALLER'S NAME&PHONE NO. Pam__ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) l,Z� C _ (size) 12 JI a S NO.OF BEDROOMS 3 OWNER —— 'Je_ �Yd'.ti..•t_ PERMIT DATE: .(��111I 0I7 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 leachingfl facility) Feet FURNISHED BY 4to a e � � � � 3 ° q ; No. jav Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Bis osal A; stern QConstruction Verntit Application for a Permit to Construct(t<Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. S 2, TO ,YES q17 Owner's Name,Addree�s,and Tel.No. Assessor's Map/Parcel tZ ® g 2 sca— ' '6T.r© 4 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. L'It Nt� 5 oS- 33 / CA Type of Building: Dwelling No.of Bedrooms er Lot Size 1 S/73 7 sq.ft. Garbage Grinder( ) Other Type of Building I?eS. 3/ ` No.of Persons Showers( ) Cafeteria( ) Other Fixtures p Design Flow(min.required 33 gpd Design flow provided 3 / gpd Plan Date 7 !? 2ey�n7 n Number of sheets Revision Date Title S� CQ /� /1 7 Leo D oal -T nl o 6/2lit C�i1 fs Size of Septic Tank 13_00 &q 1/M S Type of S.A.S. 2'S00 Description of Soil r y — !�O 8 '` p �^ o- & - Sq ,6cq ~s 2� `` G t.�' L4 er ®S� SRAGI 2 9 "1 n (. mil` /"( 'i7 e = q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructionwan maintenance of the ore described on-site sewage disposal system in accordance with the provisions of Title 5 of the En: onmental de and p o place the system in operation until a Certificate of Compliance has been issued is Bo d of al e O l' Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued . ...... .........------- �= No. / � *� Fee 9 /! THE COMMONWEALTH OF MASSACHUSETTS ."' Entered in computer: ~ Yes 7XC' PUBLIC HEALTH,DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS ficatiou for Dis bsal 6 strm Construction Vermit Application for a Permit to Construct(41"'`Repair( ) Upgrade( ) Abandon,( ) "Complete System ❑Individual Components Location Address or Lot No. 5"2- -TO 4 y'5 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel (ZCl L c/ CQ A �FW�Q Installer's Name,Address,and,Tel.No. Designer's blame,Address,and Tel.No. C�1'�'S�z►lc �" A r',�.� ...] , � S tr !,'uG n ��"n-,`r, c"-a r;ras .a, Type of Building: ,gyp Dwelling No.of Bedrooms er / Lot Size (5 /73 sq.ft. Garbage Grinder( ) Other Type of Building Re- �! No.of Persons Showers( ) C,atfeteria( ) Other Fixtures Design Flow(min.required) �3 o gpd Design flow provided / gpd Plan Date '2 1;1/ Number of sheets J Revision Date `t Title ✓ S��o O ---1^ ,fi 2�"h Size of Septic Tank ` �¢ G I S Type of S.A.S. 2 ' ��� �� C 01 'rsS 1 ` P YP `_ ,D.escnption of Soil T � " C 'i G ✓`� 6C-+�'�� S�r Aaljl �G�%�h. `1 ' Z t., /4/ -r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: "" }' The undersigned agrees to ensure the construction-andinaintenance of�fore described on-site sewage disposal system in' accordance with the provisions of Title 5 ofrry o f th nmental Codenot o place the system in operation until a Certificate of Compliance has been issued by-this B and ofqe�al01 Signe r 1 s . ;►'�i�- Date, Application Approved by /;fA Date Application Disapproved by Date for the following reasons Permit No. ( "J Date Issued _ 4- -_ -----•---------- -- ---- ------- - -------------- - - - _ 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 `. 2 �r��I�--._ S°- -7 has been cone� ctedjn aeco ance R with the provisions �of ••tle�and the for Dis osal~Sys et m,Gonst action Permit No. " _ (;(dated Installer Installer t' _ +�'"° Designer '� + ✓u�FY e ,(i h 04_?"r^ s � CU�i j���•h� ��+�, #bedroomss-;�f' Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system wi 1_�`cti as designed Date // Inspector , - - ----------- ------------------------------------------ ---------- No. Fee �L l THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstrm Construction permit � Permission is hereby granted to Construct(Iy` Repair( ) Upgrade( ) Abandon()K) System located at and as described in the above'rXpplication 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 Approved by Town of Barnstable ,4�oFtHE, � Regulatory Services Richard V. Scall,Interim Director BA us, " MABs. g Public Health Division %639• ♦� . ''rennw�" Thomas McKean,Director 100 Main:Street,Hyanuis,.MA,02601 Office: 50M62-4644 Fax 508-7004 0.4 Installer&:Desi: ner.Certification Form. .Date: L? Sewage Permit# 'jZ'?-2 "Assessor's MaplParcel Designer: Su(1,VRti Fh cii,•e-or. Installer: ✓ z 73�X 651 Address. /% Addressi 7 Park,, iZ o( Po On: '7 17° id 7 Pa 4 0(`L —was issued a permif to install a (date) (installer) septic sv stem at 62o based on;a desi drawn'b (address) ff,, h h l'h ee�;h o, _ dated T 17 'L Al designer)' c3d�svtv�r'/1�/ I certify that the septic system referenced-above was installed substantially according to the design, which may include minor approved changes such as lateral relocation.of the distribution.box and/or'septic tank. Strip out (if required).was inspected and he soils were found satisfactory. I certify that the septic system'referenced above was installed.with major changes. (i;e. greater than 1IW lateral relocation of the SAS-or any:vertical relocation.of any component of he septic system)but in accordance with.State& Local:Regulations., Plan'revision or :certified as-built by designer to-follow. Strip:out(if required)was:inspected.aha the soils were found satisfactory. ,. I'perf 1-9 that the systgti referenced above,was constructed 1n compliance with the terms Zftne approval letters(i f applicable) ,= =" IDCIVIL gnature) No.4aYoa ICJ.,�`�ti1STE�F� ,$`tom (Dfi er's Signature) (Affix Designer's amfHere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE.RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK"YOU. Q\Septic\Designer Certification Form Rev 8-14-13.doc S c_t woe -;�6 /??g /0 ..1 '• Legend • • • • • i • n ,'� U Parcels "Town Boundary 120074 \ fly! ! 121118 Railroad Tracks 120016 6 Buildings 126071 \ #85 /` #85 I,�' Painted Lines #:90 Parking Lots ,20102 r 120095 b CI Paved r #83 '- ` #92 3 unpaved [1172Driveways 2 120094 Paved a Unpaved A fi #80 Roads Jr .• �.f.. 12 Paved Road 12 Unpaved Road - 120 03 ID Bridge t•..:,t,, Paved Medan S 70 i 1� Streams Marsh 200 0' 1�, j ? �' Water Bodies , 70 t #75 }' /r ~ 120069 #71 t 120092 j I . . #5220068 f f` 120086 120119 ' 120091 rj 1t �O ` 120085 120117 120090 �, � #61 .� #116 a-30 a, 12 89 08 Oi �?..M1 11 , Z"120115 \� 120088�� �� t #10 j 11 r:: r 1#39 3 f 120,1,13 f 120082 / Ell O. 120081 25 120111 / / t t : Map printed on: 7/17/2017 This map is for illustration purposes only.Itis not parcellines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary deternunation or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26ot 0 83 167 n flon-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reect current conditions,and maycantain such as building locations. Approx.Scale:I inch= 83 feet O cartographic errors or omissious. " gis@town.barnstable.ma.us I Assessing As-Built Cards Page 1 of 2 TOWN OF BARNSTABLE LOCATION 610 .7"4' 72 cz.,S GG2) SEWAGE# VILLAGE [�'>Te/t(', Ile ASSESSOnR'S MAP&LOT 1�G '�/-� INSTALLER'S NAME&PHONE NO. •SEPTIC TANK CAPACITY l S�oO wit C LEACHING FACILITY:(type) /-', I (size) !O d0 1!�,,eL NO.OF BEDROOMS J PRIVATE WELL OR PUBLIC WATERA68 �. BUILDER OR OWNER DATE PERMIT ISSUED: DATE•COMPLIANCE ISSUED VARIANCE GRANTED: Yes No GS�- 1 . y . http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=120092&seq=1 7/17/2017 1 Assessing As-Built Cards Page 2 of 2 http://www.townofbamstable.us/Assessing[HMdisplay.asp?mappai=120092&seq=1 7/17/2017 John O'Dea From: Desmarais, Donald <Donald.Desmarais@town.barnstable.ma.us> Sent: Friday,July 07, 2017 8:28 AM To: John O'Dea Subject: 52 Joby you were right, this property is grandfathered in for 3 bedrooms. Also, 778 main ost. is scheduled for 7/10 at 5 PM. Donald Desmarais, IRS Health Inspector Town of Barnstable Public Health Office: 508-862-4740 Fax: 508-7906304 donald.desmarais(a)town.barnstable.ma.us 1 w A Town of Barnstable P# [5 V Y Departmentof Regulatory Services. , MAC Public Health Division Date 209 Main Street,Hyannis MA 62661 GO I Date Scheduled Tin! e Fee Pd. D 6 q Soil Suitability Assessment fog° Sew e i osr�l PerformedBlw41 Witnessed By: OCATIQ Location Address OY� f.�N6 Owner's Name d. Address . ay Assesso_rs MaplParcel: Engineers 1 e, n 1 ( ` IVEVJ CONSTRUCTION REPAIR Telephone# d Land Use Slopes(°l) " `, Surface:Stones w9 Distances:from: Open Water Body ft' Possible Wet-Area .®-+ ft Drinking'Water Well Drainage Way ft Property Line• ft Other ft SKETCH'(Street naive;dimensions of lot,exact locations of test holes&nerc tests,locate wetlands in proximity to holes) L g, t � � a Parenfmaterial(geologic)., ° .`t 4 Depth.toBedrock q00 E Depth to Groundwater: Standing Water in Hole: A4-,6 Weeping from Pit Face, Estimated Seasonal High Groundwater DETERMNATION F'O -SEASONAII HIOFI WATER TABLE Method Used:: Depth Observed standing-in obs.hole: in. Depth to soil mottles: in. Depth to weeping.from side of obs.:6ole in.. Groundwater Adjustment Index Vtrell# Reading Date: Index-Well level Adj.factor Adj.Groundwater Level PERC&,A7 iONAE81 ° Date Observation . Hole 4 tty�I Time at 9" De ptkt of.P,erc Iime:at b" SMn Pre soak.Time c Tune(9"76") ;tndPie-soak r.Z Rai&lvlindlncli Site Suitability Assessment: Site Passed '' Site Failed: Additional Testing Needed(Y/iv�j Original: Public Health Division Observation Hole Data To Be Completed on Back----------- **xif:.percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable;Conservation Division atleast:one(1)'week prior to beginning. Q:\SEPTIC\PERCF.ORM.DO;C � VS Depth from soil Horizon Soil Texture Sail Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistent %Gravel —g Ir © d (^ C�ofd�J 10 e Z'r �.ui Zs� J4�t9c' /°C-f l - DEEP QBEg'VTH {3E LUG $oLe Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistent %Gravel — Di�lalf/ ir� /D 31/2, 8 tl 2�,`f ir3�, Ca9 on 39eW 1,0 y t? �G OBS NATION HALE Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent o o Gravel 3 z S Y / — F.P e- SgAd DEEP OSSERVA� flT.HOLE Y� G - Hot+ ; Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistMcy.°o Grave S I- 13*2 �. �t — q�u'��e Sa h al a'f�R Flood Insurance Rate Mar Above 500 year flood boundary No! Yes Within 500 year boundary No t/ Yes Within 100 year flood boundary No i---^Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p 'ous material? Certification I certify that on 2 ll 1 Z (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trainin ,expertise andd perience described in 310 CMR 15.017. Signature i ��C Date Q:\SEPTIC\PERCFORM.DOC N r� f� IN u N Z O Ln ea LO LF O J N ao ® W O Z X U LL < O Paz m0 FRONT ELEVATION 51—ALE:1/4"=1'-0" pJs� S \r.^j 1 � O z z o O J W El rM SHEET REAR ELEVATION Al SCALE:1/4"=1'—O" JOB: 1T0= DRAY<N BY: KWJ DATE: 03/30/1l N m u � N Z O LO LJ O 48 Md J r Z n �q 0 W O F- Lf) J W Q U li. Fed Q O L D ® W Cr N r P 10 O W O 0 LEFT ELEVATION m a 51-ALE:1/4"=1'-0" �1. e� 0 os W J � W d' J L---J L---J SHEET RIGHT ELEVATION A2 JOB: 1T05 DRAWN B": KW DATE: OS/30/il W 423 14-0 x 9 T/H" 14'-0" 5'-10" Tll 24410-3 595/H"x60 /H" B 's7 n T •wL vR - - _ N .. 4 CD 4 a 0 TW 24410-2 12' (LING TW 24410-2- - - O 12X16 DECK C (n I 1 5UN 4 •- q /I ROOM f n LLI Q Rt� < � o V ry 1F�L%rD I =-N r,EI 2& —J ,b-LI NALP WAL, .Q .FIRE 2g o BUILT M I I I II I II I11 I I Y+q) �1... RATED GABS W/ ImV W O V' SHELVES AB WE 2- — _ W.I_______� .G. Q MASTE R 6EDR pOOM - cMZPEr � .... , DINING CARPET ---- OI-K--- VAVLTcD CEILING 114 V n o {IIfI I{ -- -_- -____ - 10'-6"®FLAT n N n 12'-0"CATHE^R.L LEILING TW 24410 GARAGE ° ® CU GREAT ROOM 4 N b a Ld p 30 1/H°xbo T/e- r tV PITCH TOWARD DGOR6 - � OHK il, >T- I / m Li Q o ASTER TY 2 Q O 244 ¢ a BATH x �/ppp�p m Q11'-4•' 4'-10" BUILT IN 3'-8" 4" 2 '-3 3/4"TILE 30 1/e' 3" QO Q. p GABS vv 11, p __ .� SHELVES ABODE - (2)14"Ll- Lai W.17 V y iRANSCTR ABOVE I ill 2Ix RAISED CjILMG h O.H.DOGR AO i 10'-b" C 12 S _ BATH 2q s/ax24 s/H• ,/1 CONC APRON J FLAT CEILING 2 KITCHEN 2¢ s HALL n c 25S oAK FOYER in oAx n uNEN ^� SB 1/2"x4l 3/H" O 1 4'-11" � 2 SQ O b c f Q 51LCOCY Q � 4 Q O T- SQ L 3'-11 1/2" b'-F>7/4" b I I L, r__J urE I I 1a•-B s/a- rn 24a10 1 iV 30 1/B"x60 T/H" Z 10'-�"CATHED�iPL(jILIN6 / "a BEDROOM#1 BEDROOM#2 N.AHCGANY h I OAK I CARPET _ in 4 PORCH ® I m L _ mom s; N SHEET 0 w m T-o" u T-0•' n 14 PIR5T FLOOR PLAN 1 oB: „os \\ SCALE:1/4"=t'-0" DRAWN EY: KW 1. DATE: 03/BO/1"1 LA 6 C 64'-0" rv: ___ ___-_ L --- J - _ N N 4 Try q16 i Zia GIRDER 0 © 361/B"x 18l/H" bxb PT.POST GALV.METABE ANCHOR 1 Q 26"'HIG f-GtTP FGOTING h W lA J J FIRE I � I ° � I J n I I I Q2 I ; i(f 1 1 l l l l l UP i M~ W 0 hl I t•1 1 1 1 1 1 1 I I I• I _ _ U . DROP FLL5H. I., BM FKT .. .BM PIT .. BM PIT' YL SLAG H x T- LONG.I'W-L I .. I W O I i I ..: i ry 16X 10-GON'INVaS UGOTIN6 T1'P. I i ., I 0 ^ I tb•'xto Gr/.nNUaS FOOnNG T1'P I � I , I � �zx1o's I �� I � ® (n n B"z<b"GONG.raALL I n 4 j GARAGE L 1 J r V 4 4 GONRHE sLPB I -I i I 0 n Y FrcH rorwxD wroRs I L N L J �- I�2x10's I :�_ I I �. i I , - 361/Bx 18 T/a- I I �-• m L.fl DROF NW_L UNDER I �1 r 'l BM FKT I '. I sus m DcrzRs hP. I I ;0 1 ® I I t S-F D NRON Y�1=.LL L ______rV-- L_____________ J -I --- L - FURNP.GE NOTE: 5/b"ANCHOR BOLT5 I _ EMBFIvDED T' SPACED 52°O.G. ". 4 FULL BASEMENT I r 12"FROM CORNER5 I I I WASHERS 9"x5"x1/4" U' O I I L---III_J 3 1/2"GONG2�fE SLAB i , - 1 VA OR RETARDER I - b' (X T I I I `1-Ja:1J BM PKT ' r 4' I I I I m5otb � L 1_J 361/H"x 18 i/8" Q __ _ - _ __ ___ I J 5-2,10 GIRDER p 3 t/2"DIA STEEL LgWMN �- I I� m 30'x30'x12"GONGP.ETE PAp NP. .�. I Q V i I `b H x i 9"GONG.INA1L I 4 _t �_t I I , 16"x 10 GONTINUOJS FOOTING TYP, i I �0 1 i 1 ,®%I BEAM PGGKET __ ____c m I I >T P ____ _ 414 GALV.METAL POST ANGH w r _ -__ _____ tO"'50N0 NBc"PIER I ` - _ -_- J , Q Q O 2B"'131G FOOT'FGYinNG ,.', SHEET 12 FOUNDATION PLAN 51-ALE:1/4"=1'-0" PR4 BY: IW DATE: 03/30/r, li N c� u O N ZO Q � _ LiO �d J OD OD W O RIDGE ANT W I! Q . .. .2x12 RIDGE BOPRD Mom- V .�L. Im Q O PSPHALT SHINGLES * S b GG +ems 5/b"COX PLYW�D ,F 7�yC, N O\ RICK EDDI OP E-R ICIR REDco 12 1\ AT EXTP.IOR EDGE GF E.xTETOP PLPTF 12 r� O RSB F.G.PISUL. SIMPSON H2 S \�.O O. FASTENERS AT PLL 1xb O 16"O.G. $®6, Q Z \b O RAFTER/TOP PLATE 6"® �� O 12 ® WNCTION5 TYP. 1+ m 4v M a 2xBs®ib"O C. (2)1 3/4"x 14"LVL B_- 2xB'S b ib'O.C. (5)2x1o's KITCHEN GREAT OOM tx3 STRAPPING 1x6 TeG BEAD D. POST IN WPLL T (5)2 12 H— ID Sx8 F.G.GYP.BD. BETYEEN CPR!E a LMNG �� O O 6EYOND ry gREq "GOWMN n � II ry BLOCKING 4'4"O.C. d 1N PlRsr rwD.blsT PrvD RAFTER GARAGE N. BAYS FROM CP I-E WALL Q 2e1 3.P-O.C. D v 2x'65®tb"O.C, <J 2.x105 o t6"O.C.NV 4 R21 FG.INFA-1L. II 50LID BLOCKING 1/2"CDX SHEATHING RED F.G.INSJL. TYVEK/INC.SHINGLES DECK BENCH NOT 5HONN PITCH TO—DOORS P.T.2xe'S O 16"O.C. P.T.2.10 O 16"OL. ;.w (3)2x10 GIRDER TYP. .j. ...,.. ...:. ....v......._. ....... ........... ... ...... :.... .....,... Y 'l 2-2x8 GIRDER 7" ti 4 4 P.T. 31/2"5TEEL COL. GALV.METAL POST ANCHOR 30"x3p"x12"FOOTING rZ 2'50N0 NBE"PIER MV \ "81G FOOT FOOTIN IFYP. 26"'BIG FOOT"PC DTN&TYP, 51/2"GONG.5LP6 '1r .Yid L i•'-.\Y, Ell 5.-0" 50.-0" 1\ O \ J 5EGTION "A" 5EGTION "B" 51GALE:1/4"=t'-O" SHEET 52 JOG: T05 DR.NNN BY: KIN DATE: GB/30/i i W-0" 16'-0" 20'-0" m N z OLO Li 9 (v� J Lf) Z > n Ir o LU J w a . . . . . . . . . . . . . . . . Q o En n ® 000 GARAGED N ~ Q Z m O co d F1 O 6 m p o I g S 1 1 ` O ' " 4 Z �� CL CL !O IJ I SHEET 53 FIRST FLOOR FRAMING PLAN .,oe: nos SGALE:1/S"_V-O" DRpyyry 5T: pry DATE: 03/30/1, 14'-0" (�)i1'i/B'LVL HDR N N u O �p N - Z Lo O_ bm � N O J_ n ®m OD W O P. N (3)11 9/'LVL HDR W X I i �. V L... . . .I I. jO I I ReFtERS?x1T-.®16'0..iW. ® > n P2 RI GE 2x12 RIDGE �Ay 0 O MJ N W ` i Z Q O ai M a -12 RIDGE )J� I 3 I I I E BEARING HALL "BUILD OVER"VALLEY f0 P , 1 'BUILD OVER VPLLtY" J SHEET 54 ROOF FRAMING PLAN 51—ALE:1/4"=i'-O" JOB: r7r.BY: KfN DATE: OB/BO/1'1 EXTEND HDR TO CORNER - �xb DBL TOP PLATE RAFTER 0 ib"O.C. N FULL HGT. m JACC SND r ��E=' e U N NAIL TOP PLATE ' APPLY SIMPSON M5TA16 GONNEGTOR H2.5®EA.RAFTER I�ssyyy O TO STM Or HDR / Q Lo Vi/2 RO OF 1.NAILS C; ON THE INSIDE FADE OF HEADER UO TO EACH JACK STUD 1lm1 G 4 `5a STRUCNP.AL PANEL HEADER TOP PLATE W Q LED eC COMMON S! _ CORNER O HEADER - —i N® S"O.G.EDGE AND FIELD — CORNER TO CORNER OVER MULTIPLE OPENINGS J n n � CO w 3� DGGR TRIMMER SNDS ® W 0 SHEAR WALL GOMPLIANGE: RAFTER TO PLATE GONNECTION W X ` GCALE:N r s. Q W= 3O%OF EACH WALL RUN . . . . . . . . . . . . U..IL 2515'ANCHOR 60LT5' II \� VERTIGAL SHEATHING WITH w/3"x3"PLATE w45HER5 I W 0 EACH NARRory WALL SECTION _II ``'I (4)tbdl NAILS P RP FT BOTTOM PLATE Q 11 O _!I L= 15%OF EACH WALL RUN '7 20%HDR>6'-8' VRTIGAL SHEATHING WITH (V n Dd NAIL5 5'BPC E/12'FIELD ® } n (4)1f Q NAIL5 PER FT BOTTOM PLATE QQ O Ld N Q Z m O CO In a NARROW YNALL BRACING AT GARAGE DOOR 5CPLE:N.T.S. J .JOINT DESCRIP ON DOUBLE ROry STAGGER NP INTO BOTH PIATEILATE S ROOF FRAMING 21b DBL TOP PLATE !!®C �i'■€�P Y� wALLFRAMING wAE.1,iZE L2m i FLOOR FRAMING 11lE Rim VFRPGAL �'"IDY "!H. li€L e�wr+ sr>a rw Lw. __R T,RPL PANEL J�! g6- Lc.T _ _ a.pr _ _ 1 J NAILED 8c1 COMMON _ _ ' Q e 3'O.C.EDGE l: �:>� !!! e�c.V-. �e v- - IEID - AND 12 IN P A, A' u 3 �igi��t�F. ROOF SHEATHING ll. ffi S]Yflf > .. e� cw ce. />mucn...a ee rro e O \ TI Gu '.dt:i6lf €9!I CEILING SH.ATHING / DOUBLE ROw a"� �6Y.. 3e STAGGER NAILING.TO BOX PND SILL - dlG4YYALI_SHEATHMG •€- .�'+r�_` �>'rx r�Fl. —:.-n._ tt >_-e a�=_n�A - FLOOR SHEATHING 5HEET II r c+i2> ea rea >c-ce�sit \ G[PtC.:ww r m vz a Graere.. - II ` II II OFULL HEIGHT SHEATHING —SINGLE FLOOR 5CALE:N.T.S. .IOE: 1T05 DRPJ�T'6Y: KW DATE: 05/50/17 Assessing As-Built Cards Pagel of 2 TOWN OF BARNSTABLE LOCATION O/ 7�E?Ci��G,2,) --SEWAGE# ` VILLAGE 6;�TC4(2r ASSESSOR'S MAP& LOT_ INSTALLER'S NAME&PHONE NO. kl Ln Aq/t k;j4_'_;,6 gig SEPTIC TANK CAPACITY 15 �/1 C. 'LEACHING FACILITY4type) f', (size) too0 G"Jc NO.OF BEDROOMS^PRIV�yA-T-E WELL OR PUBLIC WATER IG ' BUILDER OR OWNER DATE PERMIT ISSUED: p- DATE .COMPLIANCE ISSUED VARIANCE GRANTED: Yes No 1 r htip://www.townofba mstable..us/Assessing/HMdisplay.asp?mappar=120092&seq=1 4/29/2014 TOWN OF BARNSTABLE LOCATION 1.,.0 7 ,Z*4 �To j'P� G SEWAGE # VILLAGE c1,T�/�(,r/1P _ ASSESSOR'S MAP & LOT f a 0 � -� INSTALLER'S NAME & PHONE NO. ��y �LCiI✓1 �lS( G��� SEPTIC TANK CAPACITY �- LEACHING FACILITY:(type) /"+ (size) /06� NO. OF BEDROOMS __�_PRIVATE WELL OR PUBLIC WATER X0 BUILDER OR OWNE eOlz) DATE PERMIT ISSUED: DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No A ` 0 1 Ficz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 5 .............M.4a........OF.. . IT .. Appl ration for Uiupuuttl lVurku Tonstrur#iun Ilprmi# Application is hereby made for a Permit'to Construct ( or Repair ( ) an Individual Sewage'Disposal System at: ...............__... ......... ...: ......©5T�-- 1L._A.-....................................................... Location-Address or Lot No ...... ....._. _ ....... ..l ............................... .. ..........................«...... Owner _ ...............................Address a .... .u._fIc.. ...}....,.�e . . .-----•.....I..`...------------------------ •.........-• ....... Address - t 2oc�......... _ InAtaller Address Type of Building Size Lot.....`5..................Sq. feet .. Dwelling—No. of Bedroom`s............................................Expansion Attic ( ) Garbage Grinder Other—Type of Buildin ............. No. of ersons............................ Shower's a YP g ............... p ( ) — Cafeteria ( ) a' Other fixtures d Design Flow...........11.0.............. gallons per 1 per day. Total Il flow.....---..�.� .............. 1 W �,Y� WSeptic Tank—Liquid*capacttyl .....gallons Length BC.�u...... Width: ,.l6t/.'�... Diameter................ Depth. Disposal Trench—No..................... Width..........._........ Total Length.................... Total leaching area------••............sq. ft.'` x _ 3 Seepage Pit No.........l.......... Diameter.....1.Q........ Depth below inlet......(P.......... Total leaching area.�_}.Q.sq. ft. Z Other Distribution box Dosing tank ( ) Percolation Test Results��77 Performed by......�..F.11.k9 R�--�?V. Pt.6:.............. Date.... .W.&.p............ Test Pit No. l.... ..�-�minutes per inch Depth of Test Pit.....� �_. Depth to ground ater.,,,." ....... fs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ j f..>--.-- (v...... ?.�5.... ��..0 Description of Soil... . :....�. w .......................... ................................. _: .... ......---...........-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... .......................•---•---•------------------•---------------------.....---•--..........................------------------------...--•--------------.........................--•-•-•----........... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LITUp- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance hysbDe'en-Issued by the b/o�ard of he�aalth.Signe d .. ......�-�.���`.:ru^ ....................... A).2. �s Date Application Approved BY. ... ;,...... ---•--- .........•-•-••••-•• ......... Date Application Disapproved for the following reasons:..........................................................................................................--- ...........•--.......--••--•...............••---•----•--•------.............•---•-•.......................-_.........-•-....-•--••-•-•---•-••••.......................................................... Date Permit No........3-.2..--..-L_&.?................... Issued....................................................... .............................. Dare No...'F5..7_: � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -r OF.... .... .. ......... : -.....-_........ f Appliratiun for Disposal urkuTonutradiun rrrmit App iw n,is hereby made for a Permit to Construct (�)_or Repair ( ) an Individual Sewage Disposal System at: r. ................_». Location-Address ......... .. ........................................or Lot-No............_.................«..«...... Owner- ---------------•-•--- ............................... s..`Addcess�^-•---..................«.............. ---•--••;..................•--:• . .................I.............................. ........-------•-------...-------......------...............---------••-•-----.................... In taller Address Type of Building Size Lot._.1_�.�f...?v Sq. feet .... Dwelling—No. of Bedrooms............................................Expansion,-'Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ____________________________ No. of persons_............. .......... Showers ( ) — Cafeteria ( ) a' Other fixtures .............. '.,:................:..::......................................................................................................... W Design Flow...........I__►_ _............. �Ugallons per person per'day. Total daily flow__.........?.�'.0...................gallons W Septic Tank—Liquid capacity!MQ__gallons Length_�_�_�.h___.._. Width. W.-._ Diameter________________ Depth_t 1�?_.. u•• x Disposal Trench—No. .................... Width.................... Total Length........Y..._..... Total leaching area....................sq ft. 3 Seepage Pit No.._.._... ............ Diameter......0........ Depth below inlet.....2a.......... Total leaching area2.h:1,_2.sq. ft. Z Other Distribution box O Dosing tank ( ) Percolation Test Results Performed by...._.:!L.F..A... ��- - .. .-1 ��................ Date._.. ....._•-•---............... Test Pit No. 1__.�?::_minutes per inch Depth of Test Pit...... ? .____ Depth to ground water..._)ftk_�.._.... (Z4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground.water........................ rx :............. ........:..` 2 _ c __O Description of Soil...r -2.. � r i � ' tzw Hty 5Aon ••-•----...._-•-•.......................••----..........._•--_.. V ............................................................•-•----......_... -_- �'... ......................................................` ..........--.................--_.....0 •-•_-._-. _.____•-•••••• _-•--••. ---•••=•••------•...........................................•-..................U Nature of Repairs or Alterations—Answer when applicable......................:.:...................................................................... ••- ---- ---------------- -------•----•--_-•---f-;••-•--------_____. •t................................. -•---........ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ybeen issued by the board of health. Signeo -- -•- Date ApplicationApproved By......... v, --- --�C_- ............................................. -•--•----........._-Date---........... Application Disapproved for the following reasons_............................................_................................_............,.................««« ..............•---.........................----•-....---.._.....-•--••----..._....--------........__....-.•--:..................----.....----••-•---......__..._..----••---•------••--........_........_ Date PermitNo....... _2•_ - r ............_.... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH (9rrtif irate of Toutplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...___.... �: r-, C(/ � , ---•---•---...----•---------------•- --......_.. ._..--------•----._...--•--.........................................«««...... —f lJ Installer ........ .............. ..............•----•-------....._----................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit �'o._ .��.. �Q_ ........... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIO�N SATI RY. DATE.....................•-_.%l:. S..l.......... ........................ Inspector.................................................•-•----•-----.................................. `p �—— f 1� —rj_- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......- FE&./��E.---...- Disposal Works Tunstrurtiun Prrmit Permission is hereby granted...... )&e ..__.... ........................................ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No.....L. . ;2- .K ..... 1 Street as shown on the application for Disposal Works Construction Permit NoJ�7 2(_Sr. Dated...... "..�..�.��.�........JAA y -----kkai.... lloard-bf�I�ealth • DATE.............:5---.............................................................. ' TOWN OFeae -Is-rAR-A.E A55E55OR5 MAPS IZo LOT �Z ToPOF OF I Z' 20,M►N. ZONING : F_L tO ' � FOUND. lO'M(N_ 815 ' Z ` i SETBACKS: FRONT= ?O 51DE5= Q REAR SEPTIC TANK CO 1715T. pOX. LEACHING FAC(LI-TY —_—_--- PH!MOROCINDCOVEQ/ —_ -- 3 ,O `l*e`C> - � s�sr 'i,ZG I� GAL. 3c�.12 o Aww* PERMN G EL •Zc".co SECTION- 5Eh/AGE 90.,E f.QQ TEST HOLE L0653 DESIGN FoRS �bc \\ r Cr TEST By: lZ'.FAd r4u.a.Uv, .E. PERC.RATE-Z MIN./IN. 91 '` _ \mil' \� (0 ' w I RAT DATE : ►Z hI xgll FLO E I I o GAL./DAY \ r 7- l.1ITNE55 G .o� 5EPTIC TANK 3 (I.5) S `4. . - �� _ y$( — rn REQ'D.SEPTIC TANK LEACHING FACILITY �- - \ 6 .g D7f(o. � � y 1L i 510E WALL - 2,5 = l I.Z G D aormm L 'L��1C= 7�,5 I,v)= 18.S�Io I - STQATi- - TOTAL 201,0 5F. 44-9,� fT1 ro U5E cr,1E LEACHING P T I 7O 93 Zp �/ ?3 f M —y' "i - — 5N`L� — to EFF. DtaM x: F � , ►� �, A �_� q�; �}r.. \, � � NOTES : _ I. DATUM(MSL)t TAKEN FROM e-OTO vT QUADRANGLE 2. Mv141CIPAL WATER is AVAILABLE FALL2�' e S. DESIGN LOAO/MG OR PRECAST UIJITS%IkASNO•�}-1�44 , . ��.Y.1-�M(41✓IL - - y ' ��..:. G4TU•I P.AS►tJ F,L_.q Z . PIP DINTS S+-IALLBE AIDE i 4� E J E 4 M AT Al / 1 _ R T1GNT. \ J c�e�T� �5.CONSTRUCTION dETA/LS TO 8E/N ACGORDAJVCE NlTH - COMM.OF MASS. STATE ENIVIRONMENTAL CODE TITLE Y ? TN PLAN FOR PLA FOR PROPOSED>;IORK ONLY AMP 3000-0 NOT A SE USED FOR_PROPERTy! LAL 57AK/NG. - ttt 0•` �i 0 OF qt p 4f� ARNE H. �.� C� OJALA - ARNE S CIVIC 1T,r -A EFTP�69-PLAN_ a►AiA No:30792 O�OLc//7 CCU` e/'��� eeC'�rl' �s EGENo: . _ _ .. F ECiSTE� ��,' _CIV1. ENGINEERS -- LOCUS :.* LRwae , ®STv4 � � `�ONTOU�S (EXlgT -.REFERENCE: q ma's!J;eV I U_E .1q�D5 --LAND SURVEYORS � . PAT P+,PE.,R. q2� Main 5t<-Yat"rnouth,tla__ _.. . -=�CONc..Boywo __ c8 PREPARED FOR: _ _ - - _ _ _- -- EST HOLE JOB ao. -229 - board of tie4/th -SCALE : ►1' - 30 paTE �Z APP-MvVED_ DACE: :AP-I��v-L ; �1A J iI 14'-0" 14--0" 20,-0" \---------L------- __\ - - - - N 2-2x10 GIRDER TW 3016 O &X&P.T.POST I 36 1/8"x 18 l/S" I GALV.METAL POST ANCHOR I 10"501,10 TUBE"PIER YV a I ! Lo 4 26""BIG FOOT"FOOTING TYP. J m 2x10'S ` 4 _ Now" G " I + L - - - - J In FIRE t:•: < r '^, ;iu rR 'T - _J ' RATED III I I I I I I I I u1 00 1 UP I I I I I I I O I- - - g �I_- �yJ BM PKT - - - - - - - - - J\L�M .:;.. PKT- . . . . . . . - - - - - - - U LL BM PKT ; DROP FLUSH I� I 8 x'I-9 GONG.MALL .. ` W/SLAB J NWN O ib"x10"CONTINUOUS FOOTING TYP. 0 Ff �- Q I k. ib"x 10"CONTINUOUS FOOTING'1l'P. n 2X70'S �L - Ij ? 8"x 46"CONC.NWLL j ®16"OC.. 1 1 cl n �I-� I L J I `; GARAGE I :- I Q I� � 4"CONRETE SLAB '7 co 1' 3•. L IT J J I " PITCH TOWARD DOORS ; I I I 2x10'S ` I 2x10'S 2X10'S TW 3016 I 1/6"x 18 ve" ®16"O.G. I ®16"O.G. 4 I I 36 I � I I� I I I � I I �; I p M YM•1 � Ji I Yi L:c=1 Q I BM PKT r - -J i, r DROP WALL UNDER 7 L ry� I I F I .D 5LAB®DOORS TYP. L-r J L- - J I SEE NAR WDET�WALL 1 r I j I 1 L- - - - - - - - - - - J - - - � I - L -I 'FURNACE I-I_ (- - - - - - - - - - - - - NOTE: 5/5"ANCHOR BOLTS EMBEDDED"P' N SPACED 32"O.G. L-FII L j l 12"FROM CORNERS I FULL BASEMENT `� 4 I WA5HERS 3"x3"xt/4" r I I b 1 x 3 1/2"CONCRETE SLAB L:_ J 4 I VAPOR RETARDER f O BM PKT z w Ty,3016 I I I ® � - � - - - � O 561/5"x 15'7/8" L_-.� J P'• Q Z 3-2x10 GIRDER I I - - - - - = 3 1/2"DIA.STEEL COLUMN I m 30"x30"x12"CONCRETE PAD TYP. \8'l'f_9'GONG.WALL .0 7 Q V 16"x10"CONTINUOUS FOOTING TYP. BEAM POCKET i L -----------' --- . . !, i0' ' f _ P05T c1 _ ALV.METAL P05T ANCHOR O 4 1"- - - - - - - - � L - � 4 P.T.1 '50NO TUBE"PIER W 5""BIG FOOT"FOOTING TYP. .J - - - - - - - - - - - - --- I J SHEET 8 O 14 12 FOUNDATION FLAN SCALE:1/4"=V-O" ( DRAWN BY: KW � DATE: OH/4/16 64'-0" TWT2423 30'-2" 5'-10" 2 8" TW 24410-3 89 5/8"x60 7/8" ' (3)11 l/8"tL HDR B N t�0 4 TW 24410 2 -- I 12,G i ILING I V Q I TW 24410-2 t - — - 12x16 DECK 59-7/5"x6O 7/e ... ®I I® s9 T/a"x6o T/a° ii I� MAHOGANY.... ..... ... SUN I r� Ln ry .... .._. _.. .... .... ROOM I v W O J !n RI ID IR _ n ZN o do ... n.: .. r 28 ry �y IX 00 .. 6 ... .._. 3Q 05 W Q .. ... ... 115 LI 15-LITE TV w. `r CITE ._. __. __. ._.... ......... 26 ! .. FREN FIXED - - =�_ W 15-CITE (5)11'/ 'LVL HDR 2 HALF WALL �� U _ I Fu(ED BUILT IN FIRE jy W Q -j - GABS W/ RATEp a) IX O 24 2-8 SHELVES ABOVE 'p W.I.G. N - - - - - - CARPET r NfASTER BEDROOM CARPET- DINING D '7 VAULTED CEILING OAK n ry 10'-b"®FLAT - - - - - - - - - - - - - - - - - - - - - - - - (n � i0 12'-0"CATHEDRAL CEILING n GARAGE TW 24410 400 Q / N ❑ Q -� GONRETE SLAB �y Q GREAT ROOM 30 1/8"x6o T/6" li r In OAK PITCH TOWARD DOORS N r^ ST V, W W TW 2442 MBA'THHR Q 30 1/8"x53" TILE 8'-3 3/4" 10'-4" 3-a LI IN 4-10 11'-4 Q /� a W/ _ (l WES ABOVE _____(2)14"LVL ry BEAM_- ABOVE SEE NARROW WALL DETAIL N RAI5ED CEILING 26 U) I TRANSOM ABOVE G 12 S 10'-b" I J 'I'-O"x9'-O"I O.H.DOOR TH 24 5/8"x24 5/8" BA 6 FLAT CEILING TILE 2 5Q 26 GONGRz�TE APRON �� HALL KITCHEN �I uNEN OAK FOYER OAK o "1 ry OAK O G 235 GL. 1--LITE ry O_ I 4'-11' 11'-4" O 5 6 I 26 �}r T. REF. O I i O Q ILcoGK p 6-8 1/4" 3'-11 1/2" 3 11'-4 1/2" (- TW 24410 T 14'-3 5/4" I I 6LITE 13 LU I I 30 1/8"x60-1/8" 10'-6"CATHEDRAL CEILING BEDROOM.#2 BED�IROOM1 ro CARPET TV `"OAK-w ry MAHOGANY lb PORCH Q VY -. I 4 p Q Q (3)11 T/8"LVL HDR x m m m cr ry m� O� x n ry v 2'-6" 2'-6" V SHEET �m m � �,-0., 6._0„ 6.-0„ 5'-O" 5'-10" 5'-2" 14'-0" 12'-0" 14'-0" A3 64'-0" FIRST FLOOR PLAN JOB: 161'1 SCALE: 1/4"=T-O" DRAWN BY: KW DATE: OS/4/16 Proposed ZONE: F.F. D. 32.00 RC (RPOD) r�3 See Note 6 (typ.) � t i- F.G. EL. 29.5 - Installer to Confirm Grades EL. 28.5 EL. 27.2 F.G. EL. 26.5 Area (min.) 87,120 SF Frontage (min) 20' nor to Any Work Width (min) 100' 3 z rl Setbacks: p Flow Equilizers Front 20' EL 28.25 As Required Side 10' Installer To Rear 10' Confirm Prior EL. 7 1500 Gallon 4n 26. .50 T� EL. 25.75 "� s a Y To Any Work Septic Tank EL > '`� ,£ � 01 (See Note 5) D-Box EL. 26.24 FLOOD ZONE: 24.75 Leaching Zones A13(el=12), To Be Installed On Chamber All(el.=11), B & C � �a e ompac e Base Bot. EL. 22.75 Community Panel No. Bedding,"T"s, ::: #250001 0018 D r :...::::::.::.: :::.:.::::::....:. :.:::. .:.:. .:. Inspection Port, !f EnC Rer»t�ve & Replaen.: July 16, 2014 ° & Boffels All L1d.9uitdble.:Sails kVIthin as Per Title 5 he::Du.I....Per ...... :o:f T1?e::5 sfem LOCATION MAP EL. 15.5' REFERENCES: (1"=2000t) No Groundwater Per Test Hole 1&2 Deed Book 29812/235 i' 46 J'W Plan Book 2471137 ASSESSORS REF.: DEVELOPED PROFILE OF SYSTEM Mop 120, Parcel 092 n/f N�1. OS 35 Carol S. Field 25 NOT TO SCALE �a a, OVERLAY DISTRICT: f„26..r' AP - Aquifer Protection District �0 /.. 49 N66' 45 tbacj /. ReSerJe _ 1466' �6 4•5 .•-/` ,26. r 10 100°f�Sepfc \ --28- .... T\H� Top O f ...;" N-76* 52 oo / »"` r Lr �g -11.7'f / 5t°ne SEPTIC NOTES Shea i "j Y / Gro ets 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours r TH-2 rf ,�- of II00 Gh°m O Prior to Any Excavation For This Project the Contractor Shall Make \11 the Required Notifications to Dig Safe(1-888-344-7233)and contact I 54.2' i�'/ \\ f"' /� / 5000 r' Sullivan Engineering&Consulting Inc.(508-428-3344). y Lot J23 \ /` I W ' Lot Area 15,737s f / a / TH-1 ,i'''" 2.The Contractor is Required to Secure Appropriate Permits From Town / 6 \ I ro Agencies For Construction Defined by This Plan. I Per Record Plan ' Remn on t \ / q� 12.8' r \ 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Foundation'to be '� chi 'O N i \ Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 0) TH-2 25.0' %' Assure Watertightness. In General,Water Lines Shall be Constructed in D-Box,-' Coordination With COMM Water,and Shall be in Accordance r With 248 CMR 1.00-7.00&310 CMR 15.00. U PERC TEST. 15,418 / �' / 4.A Minimum of9"of Cover is Required for All Components. \ I \ / PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING \ , /% 5.All Structures Buried Three Feet or More or Subject Existing Sep is System toVehiculazTraffictobeH-20Loadin .It is the Engineer's �c &CONSULTING,INC. g i \ �' f� to be Remo ed /� Recommendation thatH-20Alwa s be Used. z , SOIL EVALUATOR NO.13586 Y r A s Per Tie ord 6.Install Waterti t Risers and Cdvers to Within 6"of Finished Grade __ -�' ✓ r �\ \ Permit #87 268 WITNESSED BY:DONNALDDESMARAIS,R.S.-TOWNOFBARNSTABLE Detail View _ Over Septic Tank Inle U and Outlet,D-Box,and Two Leaching Chamber. / Bench. Mark\ (i� I a JULY6,2017 P g 14.5' / Proposed v SITE PASSED - -' 1„ _ 10' All covers are to be maximum 18 for concrete or 24 Cast Iron. 29....__ .__...__. _...__._- _ I v, 7.Septic System to be Installed in Accordance With 310 CAIR 15.00& 52# First Floor j o 248 CAM 1.00-7.00 Latest Revision and the Town ofBarnstable I B'roposed 32't f U _,_,/ ' TEST HOLE- 1 EL.26s TEST HOLE-2 EL.26.5 .Board of Health Regulations. w 1 St w f' _ \ y 1 1 21.7' 2 O/A LAYER 10YR3/2. OVA LAYER IOYR 3,Q DESIGN DATA 8.All Piping to be Sch.40 PVC. _ o M 1 J ` Si Single 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum D wellln g ,i�! r' VERY.. . I GRAYISI. BROWN... VERY... GRAYiSHBROWN Fey 8" 25.9 8" 25.9 3 Bedroom @ 110 GPD um of 6. SANDY LOAM.... :SANDY LOAM Sump Bw LAYER 10YR 6/6 Bw LAYER IOYR 6/6 No Garbage Grinder 10.Septic Tank Shall be a 1,500 Gallons and equipped with a Gas Baffle 0 on the Outlet. I V % BROWNISH YELLOW BROWNISH YELLOW Total Daily Flow=330,GPD 28" LOAMY SAND 24.2 24' LOAMY SAND 24.5 Use a 1500 Gal Septic Tank 11.The Separation Distance Between the Septic Tank Inlets and C LAYER 10YR 7/2 C LAYER IOYR 7/2 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend I / LIGHT GRAY LIGHT GRAY LEACHING AREA a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" _._ - - --^ - TH- �f 132' M-FINE SAND 15.5 M-FINE SAND Below the Flow Line,and Shall be Equipped With a Gas Baffle. 31 - I / o `� NO GROUNDWATER ENCOUNTERED 26" PERC TEST 24.3 330 GPD/0.4(LTAR)�446 SF Required 0- Sidewall=2 12.83'+25'2' 151 SF <�, r'" 25 GALLONS GONE IN]0 MIN Bottom Area=(12.83'x 259=321 SF TH-4 / `D a 132' PERC RATE<2 MIN/IN(LTAR=0.74) 15.5 Total Provided=472 SF(349 GPD) I NO GROUNDWATER ENCOUNTERED Finish Grade / 38.1' LEACHING CHAMBER DESIGN :I 3' Max. - , G'y All Pipes to be Schedule 40. Use f o e ::D/A LAYER.IOYR 3/2 12. 9" Min mm Compacted Fill TEST HOLE-3 EL.31.5 TEST HOLE-4 EL.31.5 2-500 Gal.Leaching Chambers in a P Filter / - - ~ ° n f /b°ck '- Ed9e O/A LAYER 10YR 3/2. 83'x 25'Washed Stone Fie Shown. e d as Fabric John C. Kiley 111 /0 5 VERYDARKGRAYISHBROWN VERY.DARKGRAYISHBROWN... And/Or . . .... .... .. .. .. . 2" _ ' 1 8" - 1 2" 6' .............SANDYLOAM............. 31.0 8 SANDYLOAM............. 30.8 06'E BwLAYER IOYR 6/6 BwLAYER IOYR 6/6 3, Pea Stone 55' BROWNISH YELLOW BROWNISH YELLOW LEACHING Double Washed 065 66 3� 54' LOAMY SAND 27.0 LOAMY SAND C LAYER 10YR 7/2 2 " PERC TEST 29.5 CHAMBER Stone I�I I LIGHT GRAY 25 GALLONS GONE IN 10 MIN. 1-- View -A. 132' M-FINE SAND 20.5 51, PERC RATE<2 MINIIN(LTAR=0.74) 27.3 r 4' - 10" 1" = 20' NO GROUNDWATER ENCOUNTERED C LAYER IOYR 7/2 I 12' - 10" Oh H " yG LIGHT GRAY JW 132' M-FINE SAND 20.5 C1' 199 NO GROUNDWATER ENCOUNTERED CROSS SECTION OF CHAMBER T��� NOT TO SCALE NA I.. TITLE. PREPARED BY. PREPARED FOR: NOTES: Site Plan pp 1) No survey was conducted in preparation of this plan. All property lines Proposed Improvements • Engincering & are approximate and need to be field verified prior to construction. � AtU a--nBayside Building, Inc. � Consulting, Inc. 2) T�je datum used is assumed and contour lines where taken from Town /� I of B6rnstable GIS information. Grade Elevation shall be field verified prior to 5G V oby s Lane (508)428-3344 • P.O.Box 659 - 7 Parker Road,Osterville,MA 02655 construction. Elevation contours are approximate. seclasullivanengin.com - www.suilivanongin.com(Osterville) Mass. 3) Bench Mark to be confirmed prior to construction by engineer. O 10-Detail View 0 5 10 20 40 Draft: CTR Field: NIA 20-Plan View 0 10 20 40 80 �L DATE: SCALE: Review: CTR/JOD Comp.: CTR July 17, 2017 As NotedMENEM Project: 199800101 Project: Dacy (Joby's Lane)