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HomeMy WebLinkAbout1049 RACE LANE - Health L1049 Race Lane Mars tons Mills A= 083-020 - II ! ,y Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division .` Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: l Z-) 0 Sewage Permit# 2010—3 S'Assessor's Map/Parcel $3 20 Installer& Designer Certification Form Designer: W t 6 G C A Z_ C , 1-4astaller: Address: PO �j VX 3`� Address: On was issued a permit to install a (date) (installer) septic systow t agq fait? LQY1f— M a.Y,S-Lova 0;1)s based on a design drawn by t y y 3 '} ° (address) 1V .lta�;Y k,. 2A�; i iy i 0 t dated- IL v"i,s (designer) 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10'.lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations:' Plan revision or certified as-built.by designer to follow. Stripout (if re au a as inspected and the soils were found satisfactory. GSM of y 0 JUDV ya ZANDONEILA BERSIN (Installer's Signature) CIVIL NO.487a ner's Signature) (Affix is Stamp Here) LASE"RETURN-TO-BARNSTABLE.---PUBLIC REALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED.BYTHE BARNSTABLE PUBLIC HEALTH DIVISION. __.I'HANKNOU . gAoffice formsldesignercertification form.doe TOWN OF BARNSTall � 4 QCT 29 PM 1' 03 DIVISION 1 T TOWN OF BARNSTABLE _ LOCATION _i c(S 9 CtiCe_ C-V% SEWAGE 3"fS VILLAGE YVI czr5 }ten Vb►, l S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /syo 1-i- I D LEACHING FACILITY:(type)Cc,/fie C. (f," (size) y S �X )Z o NO.OF BEDROOMS 3 _y OWNER o cc.c 11 PERMIT DATE: �'k,014) COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY q141. 1 AI 4 63- 0 /0 S � No. Fee /,� THE COMMONWEALTH OF MASSACHUSET i Entered in computer: Ig O PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye 3ppricatiou for �Dt5po!gal *p5teut Cougtructiou J)erurit Application for a Permit to Construct( ) Repair O Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location ress or Lot /O W f A cc, O ame, f4ss,and L No. S v Assessor's Map/Parcel 21-1 O�D I d ,&d �j eA)�6e of 1h42 Installer's a/m� Addr ss,anOd�el�lVo. �c � ne�j's Name Addr s a d Tel.No. 4 `aN3 J`VCI-o I� �G a(�r C L0 (co)( r A A. fs Type of Building: r'CP Dwelling No.of Bedrooms Lot Size �F, — sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) b so gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. CV YA g5 r Description of Soil _Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod and not to place the system in operation until a Certificate of Compliance lias been issued by oar a Signe a Date © 9 Application Approved by Date Application Disapproved by: Date for the following reasons 10 Permit No. �' .0 No. � R.9 � ,r• Fee t Entered in computer: M`MONW LTH 9 feMASSACHUSETTS n PUBLIC..-HEALTH' DIVISION'- TOWN OF BARNSTABLE, MASSACHUSETTS Ye i v ZIppYication for Df5po5al *p!ftent Construction 30erm t Application for a Permit to Construct( ) Repair( ) Upgrade O Abandon( ) ❑ Complete System ❑Individual Components �t Location res for Lot N /0 ! TA ,: 6 Ow s gam e d ess,ands�e 1.No. (� ta�sov s a'l, ��s ob�r . Ca©v�� Assessor's Map/Parcel A-5)0 e Installer,s ame,Add r��,�nd�el�No. � D n 'sNamel Add r s aid Tel.No. AI A '7_ Kok 3` s, Orfe.4N S Type of Building: rCP Dwelling No.of Bedrooms Lot Size 1,_3 sq. ft. JGarbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required),, Q gpd Design flow provided 6 gpd Plan Date Number_of sheets Revision Date Title : 1, Size of Septic Tank j /q( Type of S.A.S. C V HEec ,v P Q C O t- Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement:• r r 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 Cod 'and not to place,the system in operation until a Certificate of Compliance has been issued by k�i�oarea h Signed i o Date D Application Approved by / / llf , _ Date v ; Application Disapproved by: a Date e for the following reasons .� Permit No. Date Issued k -- -- ---------- THE COMMONWEALTH OF MASSACHUSETTS y r BARNSTABLE, MASSACHUSETTS L Certificate of Compliance THIS IS TO CERTIFY,that the On-site.Se�age Disposal System Constructed (x ) Repaired ( ) Upgraded ( ) Abandoned( )by ,¢ ( O US U v v c� 0Ac r�eU L at /D,( 9f o�Q , hasbeen const ted in accordance /n-- �. with the provisions of Title 5 and the for Disposal System Construction Permit No. _ dated Installer /!� �nai5VV ° Designer /(a c i #bedrooms j j Approved design flow gpd The issuance of this pectrr t s ng b construed as a guarantee that the system 5rv' I f nGti � signed./ ' � '' A , Date , Ins ector YA , /Y No Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Digool �&pgtem congtruction permit Permission is hereby granted to Construct (X ) Repair ( a ) Upgrade ( Ab/and�n (� ) System located at P and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions=or special conditions. Provided: Construction mus be com^1eted within three years of the date of this p 'it. Date �� � Approved by Town of Barnstable P# 1 a(YSo Departinent of Regulatory Services Public Health Division Date az NAM A 200 Main Street,Hyannis MA 02601 031 "�P , ' kMld Date Scheduled a Tune 1�T Fee Pd.�— Soil Suitability Assessm for Sewage Disposal rformcd By: V \ imessed By:� �. , LOCATION&GENE INFORMAT N Owner's Name L� l� �yx tocatio ddress C G/ ' GM Address Assessor's MaplPsrvd: �C 3~ D Engineer's Name it f ' Telephone# NEW CONSTRUCTION REPAIR eP c Land Use � RE-51 DfsA17 7A L. Slopes(%) Surface Stones Distances from: Open Water Body, G-ft Possible Wet Area���+fl Drinking Water Well Drains g a WaY ft Property line V/-RJj ft Other ft SKETCH;(Strut name,dimeasions of lot,exact locations of test!roles&perc tests,locate wetlands in proximity to holes) Ll � �PNa /. Parent material(geologic) Depth to Bedrock Depth to Groundwater.Standing Water in Hole: „ weeping f roPitFace- 642h� Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH'WATER TABLE Method Used: in. Depth to soil MOWN: Depth Observed standing in obs.hole: tn, Groundwater Adjustment ft' pepth to weeping from side of obs.hole: .. ,Groundwater Leval , Index Well R Reading Dnte Index Well level Adl,tSctor Addi PERCOLATION TEST Data FGfPc-rc Time at V, — tI Time at 6" OQ Time(9"-6') Start Pre-soak Time Ci End Pre-soak Rate MinJinch Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(YIN) Observation Hole Data To Be Completed on Back------- original: Public Health Division ***If percolation test Is to be conducted within 100'of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIMRCFORM.DOC ! rro DEEP.OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture .Soil Color Soil . ' Other Surface(in.) (USDA) (Munselp Mottling (Structure,Stones;Boulders. Consistency. v O_YO sr4NDY /o R 3/2 AICIAOe ✓6'?' Ae48 /0-2 A r r io 2¢-7o C/ ck 'l-I , VOA/v i fie/� �- ,)D GZ =" To Np cod jeIAXV At . DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. A s W-PA A Eo y'e:�p Awe vtky /f/4 / — Z- 30 ,e V 11R1-1&E Of_#4 C2 SAND DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulder. AL 11—yel) o-4wDY LoA VoAt V AM y Ftl,4 v 9-3o B 3D G0 C/ s Cav�Al royRy�6 �+ B coop ,elV6 60_ Cz1 FiAI� ro. I 1 ' ;GeAkeL- �N� Y•Go6,811Es' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. /UO)VE YFRY FarMR16 2 •3 ci /'0 yx f Z -dry C2 S.4A0y6#AM+f 2,_5 s/ SAND co SS/es Flood Insurance Rate Maw. Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes within 100 year flood boundary N-X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? — If not,what is the depth of naturally occurring pervious material? — Certification ' 9 I certify that on (date ve passed the soil evaluator examination approved by the Department of ntal Pr on that the above analysis was performed by me consistent with . the requir ainin ; sea pe' rice described in�10 CMR 15.017. Signature Date �D. QASeP lC%FBRCPORM.DOC Y ,N` APPLICANT TO COMPLETE b SUBMIT WITH PERMIT APPLICATION �1\�`_C A)1IC fSrlilk,!o LYuod Cnnsducrir n in I ig/W)rtd Arens:110 rr ph fill Zn/ie Masachusetts Checklist for'Compliance(7ReChdccmRs]g1s.).(t' t I 1.1 SCOPE Co doim,¢ 1� Wind Speed(3-s Sam)._........._................__......................... ............:....................__............110 m �G a Wind Expo reC Wry... p'a O 1.2 APPLICABILITY ._. •.•_ Number d 6torle9( f whleh-.ad,8 b 12 M.P.char bo eonsldemd a sIW r»_ clef 52 atodae `1:1,r T Roof Plkh.._........ ...:............................_..._.._..........(Fig 2):..._................................ 51212 I Mean Roof HalgM ___.................__............._..............(Fig T}.................... -R 533' Bugdirg Width,W _..___.......__----- _........................_.(Fig 3}..............._.:...._...... a 580' - v- OuOaing Len9tA L ._..,_,._..,,.,_.....,-:_...._.._.,._..._.......Fig3................_......_................ •It 580' BuIldbg Aspect Not 0(l7W)-_..... (FI 4............................................ s3:t d....._......._.............. D )• I NorttMet Height of Wiest Opening ..........................:......(Fig 9)........._..................._......._...... .�s 6'H• y(,>PI1/\LS�WtN4ul�s - "` YpU CY'r�,y Ou IrL[(v.9 SUFF IT� 1.3 FRAMING CONNE DNS GenomI comPlbnc T mlith fim-Ing connection;.............. (Table 2)......................_. ......................... , - \v.C.SN1',• E:S 2.1.FOUNDATION Cornreta................................................................................................................ _.... Concrete Masopry..........,.__..._..........._.__......._...__.................. . 2-2 AN OE TO CIOUNDATIONr'' ..•..-••.........'....•••.•_....._._..._.. 5r8• fin dad or SW Proprietary MecheNeatAnehom as an altwaaMe in mnem I nny. " Spacing ........ ................._liable 4)......._......:......_.........._.._... .In . Bop Spacing C�yen endfj.rN of pleb........._......... ... HWItEmbadrnerlt-mas ale............._._......_.........._.IFIB ...._. _....._.�...r_i..las 1n27• OU vEK Grl'u ldd,nL7 W m - Wnry................:.........._.....__( .................... �n x ts• .,,.L Bell EmbatlFig 6 ....___�.—. .. '� .. Plate Washer_.._........................................... ...I 9)...._........_........__................t 3' _1L 3.1 FLOORS _ - I Float(raming- s s checked........._..........._...(Pat 780 CMR Chaplw 65)....:........._......_...._.. _ Mexlmum Floor uegjlhg ........... ......(Fig 6 _ n I:: as Fwr Mel Hight d-Floor Jots,(hB„actbackn Opening-less Nan Y from Fxleri}or We0(FIB e)..._.................................. _- -CrV Irocr SC^SGn T'- �I I Supposing Loe do WallzmShearwalL..............IFis 7}...._._.._._...:........................ ftsd ✓ I � Mmdm P C� F�Joists ' • I Igor Bracidl to Oeegad Wells or ShearwalL..............(F 8.............................._.._........:. R 5 d V F g et En FL0 ' Flooi SheaNin T ..........................__..............._(Fip 9)............._............................._.....___..._.. Floor Sheathing Th ..,••s•....... ........_...__.._....._.-per 780 CMR Chapter6 ... .. I Floor Sheathing F dng...__.._............._..................._(par e 2)780 c�d UR Chapter alPleaet In:cdO...... iA—Ira r`,ela (Ta �✓ 4.1 WaU�HalOb�oedn➢ .. ....- a ._ ..............................- FI 0 and . a - Fg ............... -- I ..............._........... ��gtioanar wasj.:::............ 4 n stztr Wall Stud Bps ... ..(I tg end Table 6).................. in s24•o.c malls_....:. wan StorWa(tset. .__..-._...._..__._.......:.:. , ' I .. .: .. :.(FIgs786I_................................. it If ._.. 4. L ......_•...................._..._.•• .........._ - - _ 2 EXTERIOR WALLS' Wood 6tud$ _ .._ _ wails........... .._(Table 5..,._...L.4�'T_� /�� ......._ _.._. "is ad We"8' walls ...,,_.,........._.,_........._.(Table SI.............................2x G. Debts EM We" Bmcjng\ Fag Height R Studs.._..._.._....._.__........_....(Fig 10)....................._.._..............._.._............ WSP Anit Floor gth....._.....................................(Fig 11)...._...................................... R2W/J " GYP sum Cell D nlP4(If WSP not used)...,...........(FI911)..........:............_..........._.... H 2 O.9VJ aM 2 x 4 Co^Ilmpua Lateml Bmro�B fL o.e...(.9 17}..:........... ..............._...-ro.......... - or 1x3 tat gIuryirlgsblps�16•spacingr61 .with2x4bl ng 4Rspecingin eM 1stortrussbays-/ Double Top Plate pp Splits LongU. _................................._..............(Fig13 and Table 6).:............................SJ.. Z . .. ... ... .. Spoce Connee8o (no,of 16d common naRs)............ 6)............._....__............. I Loadbtadng Wan lUdda tons . Lateral(me.of11III common na95)--......_........._......_-(Tables 7).........._:_^c191_..NfISFl3.....__.. . .. IL tF14C V1.1.. .............. rAa�eaergW _._...........00td_,.oest_._,.... b � nnp,nf,gs roc LamPian T 9)� ol�6d rn�mrrono gaga).......... ebb __ _ .I ...__... .. ... W.OpaNn9s turd largest opening...... but acte 9)-............_........._... ._boy eloln.5 Il' I Ge N HeighS�ss(w.of studs)-..------•_....__(Tab,9)..__......_.._.._........_.__._�_...._�.g- _ sm _ FW ( on-Load geadng all OPeNngs(mcwd largest opening but chad an apenir,gs!or comp"+nto'+Table 9 ..._ _-_._._.._...... .. I illa n s............. ..............HeaaerS anj........_...._.._............._.......... '(Table 9)..........._............... In.512' .-�_IL.. YHwg'Si is(no:of sluts)-N and Shear Imultan y ..••••.•........ _••............._...:........... .•... F ._(able 9)-- :l _ (o .._. ....._ __ S ...(Table u }.. r ;- _. I al Height..[Tallest Opening' ........................... Shea Nrg TYPa 4)...................................�7.t::q.0.Y_— __ _..._.._ ....._ n less)....._.__.......... in. Edge Ne0 SpeQng.... ...... .... eWe 10 w note 4 X tan tuoaB�.w.ai'i •common�en;)Rabblie i j__........_.........:_.._.......... . _%a -sG Perd FultHeihr Sheathing-.__...........-(T.61.lot........._....-........_......_......... - ,I•i II.II _ - 1 Sh tglnt 5%Additional SheaNle,I.,Wag with Opening,Wit'(Design C-depts)................ M xrmum gwu't41.9 Clan bn,L N al Heightef TanxtD N ha Pe .g=_.....__......................................... .... '6.8.. S n9 Typo... --,_.........._(rote 4}..............-...........__...-!(LgBS'. EFldgdo WSPa g..__........... __._.......__(tableII.,not.4Ifle-)_.._._._.._._.... in. nspa�drg..__...i_...._.._.....__.... pee 11 ............ tonne 1 ....-'.. _.- - • Per<oat FultNelght Sh,Whing..._..____....(Tabto tlJ.......... \ .. ......_ I 5%Add itimal Sheatin for Wall wbi Opening>6-0-(Design Concepts).......-_..... _. ! . ., 2d'46\v'-/SOUf)..T12 .. , ._:.._: - u'L. ... .. :i weI1Raa�d W Winq Speed?................................_....._._.....__................._........_...._._._......_. 5.1 R (Fig. ............ .esm f2 or U3 i :'.'� 1. i i' •.",I I �: i I I_ __.._ _.___ ._ ___..___ WR aor gape Con�nreWons at�Lo dboarin Wells- ) d Y �.—_CE.._- ..1 III. . � ...• .I II I II III �.. .. � •. � � i I i _ ---- Ra11e9)usa AWC Smm�Tool,aller oBRS Wab A -' - ..: 1 UDR.........._.._.._...__-_......._._.(Table t2....._.....__......._...____....U- Idle ✓ _......... T�6a Lateral____..._... (Table 12l_............._._ _..._...._l= plf ) sneer....__.__............._.......:... bb 12 .,_,.. :::,+�,;sa..muUn(trz1�•.'-pLI'_UL.L4__.._._ ;,: II ___ w S CoIII¢ Dore.Ircollar ties not used Per page 21...(Table l3..•_.............__ =..Tvp11 -v Ipnat )- -'_ • .(6Z pit Gable Rake Qugooker..._............._.__..._.,,._....-(Figum20)........,,'.moltssmeller ol2'orl/2 Trussor RaflerConne set Non{oadbearinti Wans + i himactors_.._...._....__.._._..__ able i4)....._..._.._...__r.._........_...11•4,2tZ?m. I� . � Propd i I. t- I _ (spa al(ro.of tfid co nnwn naih)-.R 14) ........................... L=1L0 Id Roof (poureac Chapters Grp Roo/SheaOdng�ilrkimass:......._.a..._._...._.._.-_:..__.__._...-.._-SB YCSIn.27716'WSP -'tx'0�4RZ7-YLTnRTLE-`—___ - !III Nolos: RWol Saealhin (TIr 2).,____......_._..______...._•__ 1. This rst anon a meth Ito nm a leg apedf'r<plbn noted b 2,to wmpIy w v,Ule mgWmmeNs of I - .. _. ._._.... 780 RCM 5301.2.1.1 Ile-1.U U.cheddis Ls met M iblle enuroy eI the fallbwtng elal suaps and hold downs am not .. 1 ..__ .... .:,.:... .,'.__.: ._:... _ '__- _.__._ __......__ m9Wma p> Ihe 110-ph GWda: StaW el S.p per at 'g s D. 20 Gag s Ps per Figure tt� 'G Up/rR step per Figure 14 d., M Straps/ter Fig-17 I I p e is percent 9 Sheathing .. e. Comer S, Ho1d.Dawac r umleeana urd.l8b' :. ... . 2 ExeepliWn:Openbg eights o(up b B IFlL shot be emild when 5% added Iu the er nt fun-het,M Ugn rapuiremanin shown in Tablas 10 and n. - 3. The bottom sin pole n eideawwalb Shan be,a minimum 21n.na 1l 14AAness presswe uaWled 112-gmde. I , Bruce Devlin Design® 77423"773 _.._..... . .. ...... r 1 1 T4 _ I 4 Xc7�It S.._...__.._.._ I �lvtl ?11.dn�(�ntruloV hW=1 ,atr-l.u,a[. u�.n�-c1 ULT'Y41"1/3ddCY%/11i 0U HEN 77 Celt Cal TT I ?GAOL_ -Vr .. •y.. I _ I Brune Devlin eauary;4.r.i_o,_. envnoveoorr mu.. D ® 7rb 774a3��773 ors-8_- 1 i o 1 I - ...1?."O�ti`0!S•GS��'r�5nro.T_`�.'.S Cf�2�{�Ln�.� i is ' -Glb•' -l.2ya_" � "�'%" 63'� 4.c" 44. S.p., 5!,.� y:0" ,.�. �� -1 __...— I ; i I� � ---. '!•i�b P:T._I.1nliE R' i o I I 0 M j 1I N 19 _ o � p S_C'o n 0 0 N N I ! i q'p" I IA�O" 34•� �..�.. Bruce Devlin .!,:, Resign® 77-+23"773 ---- t 14.31'i' 14,•o` h o` Id. ` Z4tsl-v, Z_2` '{_2"a.^ "14� 6:J" 4.[e' a.b` 6.'p<• 1.1.. $.O` Z.2�z'• 12.J" ( —Ucr: A •y 291sa t .o ."At TE R :M ITE Gkt/cC ROOM h�Ri-.XK�/.ST -"--_ �.c•--- �-5," - 6- o" N �' ldFli_._. �IWti -pI_B'rs 60'6uC-kZ'w6�ct< I M yq 2 tG -q b,,, .. �• .. 1G"4" 2�a" 4 0" I AO" 2 law235I't.fSC/qA —t 26 I II �; I luvlyS.Rcotic r-cxe12 4I nd 4. _ o r I�IIJVQ I Z pG a $_..41 . - VIF t— 30 17 f�-,T 8 . _ 6.a.. %;q.� �O„ S-rc` 6.p• a:6" .1'O` 4.0" aG` 60"' 3.6• 6-0` d.0` 9:p� S:p• I L 14:0` . 3d.0' 1 . - PREt—Liam_ nnmmr�n en ... Bruce Devlin Design® R= 2o,a xowm 774-23"773 i bCK '48 42, M,lx, � •• � •. � .. i (J. - 2 7 — VEC! . ... <.oucT'CY:n"CU SiYiiiS' (f • 1J. - °I- I c,ICOERUUrJET2.' -Ft•`@.J7%Ru..SF:iiTS _ _ 4L O'C'LH_rS LGE1Z DU6T"' - _ ; C3�2ir�V.l?T:CNc1rcN Ib6T) - - - - — - -- Z 11 3�C.V_3;:�lLL W/SF.�tCQ •: � SNnP.�oS1 Ga6C_9q_�_6»aL ... _. _ _ / _ _._.... - 5 - 5 Lj_ � l�s •• u-aetnn'cecwa-n!.a:.L��•aeaj �i T AD®Bruce lin 774-238-0773 --------- ----- i� eW . i 34.'0" rLUb. DOv ER, °"IjII 4.a.. j s'J' j 2:4• b'0` . In io N K �k9 A : zc i< 1p _.i InR.7-ttK Moll/ s�iar.�_�,_ N • O an _ .r.o•' 4-c•• G•O' 4.6. C,Or 4.6- A.V Brpce DevIfo ,�...t:o" �vww mas er• 71 77M2384773 _...._ 111 0 ivil EXPOSURE B WINDe2ONE ,1 Tablet.6anerel Nellblg Schedefe Joint Description 1it mber off, fid,bar of Spacing a � Blocking to or(Toes-rheeetl) 2-ed 2.10d each erM Ip Rlm Board to Reiter(E tl•rielled) 2.1 sd 3 16d each end Z a r�.+.. "a°•-yam;_ "-g" I m Top'pldtes eilniereectl ne(Fpce-nelledt 4-16tl S16d et pintq 5 )s StutlTdStud,(FeFe�n ed) .2.16d I 2-1Ba 24 oa 1 Fidl;defo Fieeder:(Fe •neileQ) 18d Ud 9 C 0 Joist to Sill,Top Plate r Girder(Toe-nalled)(Fig.14) 4-8d 4-10a t Blocking to Joist(To"ailed) per Joist 0 . i 2.8d 2-10d each and I Blocking to Snl or Top We(Too.ailed) 3.16d 4- � each block 2 18d Ledger Ship to Beam or Girder(Face•nelled) 3-16d 4-1641 1 (a- I I j each Joist i Joist on Ledger o Bea (Toe-nalled) 3•Bd 3-1Od i per Joist Bond Jolst to J.bn Band Joist to SIR oror(plplate(Too ile ; 3•16tl 4.16d per)oldt g (Toe-nelled)(Flg./4) I 2-16d 3-tetl per load Wood Structural Panel rafters or trusses spa up to Is-O.C. Btl tOd 6'edge/e'Haw raftem or trusses spa d over 16`o.c. 6d tOtl 4'edge/4°Held --- ----- - gable endwan rake o rake truss w/o gable overhang 8a - Ma 6'edge/8•field gable andwall rake rake truss w/structural Bd tOd W edge/6•field - out lockers — gable endwall rake or rake truss w/lookout blocks 8d 10d 4 edge/4 field _ - _. '0'J.UTl'1. ....- _ r 'h°� � Sp ffiiN=1rP� F4 a:;d�� lla• '.,t� ..,.�ry.� -µ4 . - _ I ! Gypeum`iNaHDoeN 6d.ocelem - 7'adge/10'flek i I� I Wood Structural Pane! -- atutls spaced up o 2°o.c. ( 8a 10d -.: 6`edge/12°fiettl en 2 erboprd Panels Btl1 Is 1/2' d 5/32'FlD 1/2'Gypsum Wallboard - 3 e /6°f Id 6d coolers _ =x..o`o:p,,;, I 7•edge/ttvHold Wood Structural Panels I 1•or less stl- tOd 8'edge/12'llald greater than 1' tOd f 16tl B'edge/6•Bala t Caresion rsslsiam 11 gal rooMg none and ifi gaga staples are pe Hod.check IBC far addhonal requlramorlb, I Netts.Unlaee otherwise etgtod,elaea eIven for reds ere rommon wire elaea.Boa and naumeae nvlb ore ulvebnl tllemater end equal or area length to the apaelilad eommon mile may be subetltut.d onus.otlrerwlu prohibited. 2_A, tN-Ci Sri nwu/-w tub F. -h_tssc t �b-r.lulsls woss nu..r Ffl _. -- - Brake Devlin �s • ate•: - 774.23"773 " N.a roP dale E—d h.od.r ro Mine Id a to header of 16d noih w 3'oc .,Z7 \�I� INTERIOR I \1 (O 'r'� VIEW OF ~`a_ GARAGE . .. PU FIfJIStdET) � OPENING . i T� ' "' Insldl -..:::_n:pulBaldn=__ �a•7ci5`ar�D.c5;�172 I looalb.xov -.� .. >. _ It ir`SuEETR K" r-9-11r5J1.__.._. �t WME NSS`w. .. :mn�7oi I -vsp.c aG DT�NE�M IB^P-G.CO 51IrtTC.OGIG pbl.wash.. l Noil corner studs loeelhar ' Q� ....._._..._..... .. .._.."_._... 2 rows of 16d of 24' '- iJ _..`LAL- ._.. .. dV?1QC._____.-. Slud oPrion.l to •W ...._...- ...._ .. .. supparl in4rior finish _ y r ' . .�. Gypsum "1 Idxj y38"FL;. Sd.r - .. - •,3011I—. _ - i 6.0 1 •8d at 3' / g i (PLAN VIEW OF CORNER DETAIL) , _j ' � 2vlu 1)U\Melt •14 k.1�f_'ltil_¢If1Ct<.::_.:....::.. .. � � - kArMlr 5 P - :4L`...Ct11-^?ylu(�Onf ir0-�L•G_t's.'_RS. � . I•i`TNa„_Lul_"t.-S(yyt..._.... .:L._0.CLtL_c+l"Tl¢S____-_..__... - Y2'-5Y8/lTli.'t W:T ow U'O'wAmG,5 >- - 2r4.lSF—mt I " � �' ".2�H GLf„Jbcf'/R•3U'1w6UL.. I _ � . I ...._....._. _SW9R AEb...... ._. .VIlcTa i I . 1>,S JZ RAPPwq. 12 "r!i"6L1eETTCCK ti. .. .. II m _ M S:SItt/\Pf?teJ ry" `-.r"'la Etrrs\'l.. sr ' .\a,e ' 4i"SlrttT�.Lx.�l' ' b _ ti_S% V`ChLE BATH 6 S ' I -3/4'•T4"/i-Stiti:alAti10."" .... -6/4"r�'y Ss.u'''LJUA.. . _.... 715/1 x Bruce Devlin Design® 77423"773 ----._.... ..........._......._—.._...-_ i I4 i r, _5— — t8-r.Frr ' .-:IL . .•,._:. . fly �' .. � :7 ^ ._—_ S4�S Mc(inuc_SH�Lnb l• VY r MY�'Vt✓..%BC6—ELT'- .'1P`- ..__.... BTJ�KI=UT).....:: p IF riECKW I � FL,&W V S NNs ___ I I I N .... t_.___— _ _ —_ ...._12•=m 73112L.LbDLTS..... L FC1LT5:2.FeF WSi' . _ I IL IL Vr ,1 jlhRT:R SLU K) uTf >�svticr8�sSocz_. r u%^Le . 11 11 1 1 11 11- —Sacta-vz�ct<tu5�-c'tc[c:c�: PORCH..� IU,J...�. •�isit�... Bruce Devlin "� � •""""��• DCSI$R® 774.23"773 - -------.__-- mill system components shall be marked with TYPICAL SYSTE'�I PROFILE' Maintain a maximum of 36"cover over LOCATION AIAP magnetic marking tape or a comparable all system components Atl components means in order to locate them once buried. shall conform to specifications contained IYOt to Scale Covers of all components shall be brought to Aot to scale in 310 ClfR 15.00. ROUTF within 6 inches final grade. 6 GR >Y STGlyy Top Of o Oia. cover O foundation o cover t4 6 4» Diam. Inspection Max. fina l gra de �i of�naas�g7n� Port, One to within Elev. = 81.0 GNEXIT 5 Elev 88 0 otfNnz4sN grTe 10 fin 3" of finish grade Min. final grade >' max. run = 5' Elev. = 79.0 cover Note: 9"min Outlet pipe F/L TER FABRIC cover to be level SMALL - (exclud LARGE 4O Q� - - - 4•• Pia. .fir z' RIB Top Elev. �8.0 op soap RIB 4" I>ia. \' Q f7 In u El ° �+ = T8.5 O O Flow liner _� Scp�C4O Sched. 40 P. P.C. o o Y Y ` C C ` Y 1 V Q� r T 78.3 LOCUS Inv. El. Inv. Elev. Bottom Elev. CF 4" cast iron >500 77:55 GgNF or sched.4 Inv. El.0 Gallon Capacity 77.70 7730 P. P.C. pipe Septic Tank 7790 Inv. El. 24.5' MYST/C�K Inv.El. (Fater tight rein/ conc.) 7787 LENCTfI REFTRENCT 78.15 3 CONTACTORS 8'/CONTACTOR = z4.5' No garbage grinder All tees shall be cast iron or .x Assr s Map 83 Azrcel 20 allowed with this design sched.40 P. V C. pipe or (Includes 0.5' layup length adjustment ,SITE' PLAN cast-in-place concrete. Provide ® PB 315 BA' > Tank � L?Box to be installed on a gas baffle on outlet tee. level, stable base ('min. 6" stone base) 1"= 30 ' Minimum Building Setbacks Front - 30 CULTEC CONTACTOR FIELD DRAIN C-4 i \ Side cPc Rear - >5' Not to scale 12" MIN COVER o CULTEC NO. 410 FILTER FABRIC CLEAN SAND 36" MAX COVER //g Z� f'0o�e�e OR OTHER APPROVED BY CULTEC (including 3" topsoil) 4. / \ 621 X 3'W X 2'D : ••'. .;. • .a .4 �'. �' .� a.,• ,,., 1_leaching trenchrovides 330 1Q ' \ d \ �� y r.. 4? .', •'''%:?*r• 'c'i�y" ;.`sa`r ' �y s:'_ P 9P \\F nf` '�4. .4 Sr'� �u�vn• 45.r:'Y�, ;4 YJ..,•, �.��r1 leaching area 2So stp \\ 48 (4) 8 029 TOTAL WIDTH = 12, ' \ \\\ \90 TIIRET (3) UNITS FIDT a \ �° r .�, UNITS LONG x THREE UNITS )YIDE /Exist. utility C.B. NOTE.• CULTEC CONTACTOR C4 SYSTEdf SHALL BE pole shall 4 `\ INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, be removed J \ 1 INC. ON THE PROPER INSTALLATION OF THE SYSTEM. J TOP OF C.B. FND \ \__ oo \ ELEV.= 89.08 Test hole location °o \ PROP.NRA 9F�RoFp \ 4' (ASSUMED DATUM) 1��'SIGN 1��1 Tel o - 80 T p - 86 \-96 --80-- Z'xisting contour \ ,_- EXCAVATE FOR 5' AROUND CULTEC C4 A �FV Number of bedrooms THREE (3) 66 SYSTEM AS REQUIRED TO REMOVE ALL -80- Proposed contour �� S'SFp' p't 8-- F�Rsr \ "2�'-�-�84� \ SOIL ABOVE THE FINE TO MEDIUM Estimated daily effluent. 330 CPD SAND LAYERS IN TH#3 AND TH#4. °® Septic tank -76__ \ Ec'� / \ BACK FILL WITH MATERIALS MEETING Total leaching area as proposed.- \ 82 \ ` THE SPECIFICATIONS OF 310 CMR 9 contactors = 7W LF o Distribution box \\ o \ #� \ �-� 15.255 3 AND (6). NOTIFY 6.�' SF LF x T•2' LF = 482 SF \ -74- min ENGINEER FOR INSPECTION OF p�•o � \ � #2 �� Leaching Capacity as po sed.• 5 \\ __ ;.. \ EXCAVATION PRIOR TO BACK FILLING. Wetland ,flag \,-_--72-�� c�,\\ A ' PROVIDE ENGINEER 24-HOUR (MIN.) (Effluent loading rate = O.74 GPD/SF) \ \\ �B ✓60 NOTICE FOR INSPECTION. Bottom.- 482 X 0.74 = 358 ORO J3 � _ PROV/DE 40 MIL POLYETHYLENE TUT_4L _ 3 56 GPD ® Cultec Field Drain C4 w V`__ \ -�6 IMPERVIOUS BREAKOUT BARRIER s stem l� 68\ �- _- \��`� MATERIAL (MIN. 3' WIDE) ALONG y \ \\\\ \\ PERIMETER OF EXCAVATION, AS SHOWN. i_66�`_ - �2� TOP OF BARRIER ELEV. = 78.0 ■ C.B. Concrete bound ---� � �0 -W- Water service / \ I,---- 64 PO\�f5\\\\ \\\ 6 / CE zMUZ NOTE',S.• -U- Underground utilities H- <v ,\ k \ - --- WOT 1. SYSTEM /S DESIGNED /N ACCORDANCE WITH "COMMONWEALTH OF MASS., ® Catch basin 62 Of \< ,,64% ,, DEPT. OF ENVIRONMENTAL PROTECTION, 310 CMR 15.00, THE STATE tit . 1 W� ENVIRONMENTAL CODE, TITLE 5: STANDARD REQUIREMENTS FOR THE SITING, -E- Exist. electric svc. ti�((r' _ -=62- CONSTRUCTION, INSPECT/ON, UPGRADE AND EXPANSION OF ON-SITE EXISTING WELL Existing L i' ---` --60---A - SEWAGE TREATMENT AND DISPOSAL SYSTEMS" AND THE TOWN OF Parcel 009 i' - -' Utility Dole \ Shed --- //,5g--'- � pO` BARNSTABLE REGULATIONS. "PROPOSED FJrURE VISTA PRUA(,NG 2. NO WELLS OR WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 100 \ AND FOO I TH TO PONQ;� y FEET OF THE PROPOSED LEACHING SYSTEM. ALL WELLS KNOWN TO EXIST ,• DETAILED PLAN TO BE-SUBMITTED _.._. _ _ WITHIN 150 FEET OF THE SYSTEM ARE SHOWN. TO CONSERVATION COMMISSION TEST HOLE DATA \\../ -FOR REVIEW AND APPROVAL. .. J. PRIOR TO BACKFILLING COMPLETED SYSTEM, NOTIFY THE ENGINEER AND /1 i `� THE BARNSTABLE BOARD OF HEALTH FOR INSPECTION. PROVIDE 24 HOUR nlell \ . L OT c5 (MIN/MUM) NOTICE. 56,627 S.F.f 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL Iva 1 No• 2 /o 1.30 4e.f UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 76.1 A SANDY LOAM 75.3 A SANDY LOAM 76.5 �3 �°o� \ NATEJRAL AREA 5. A GARBAGE GRINDER /S NOT ALLOWED WITH THIS DESIGN. B SA DY LOAM B SANDY LOAM Q \ / � `1 5 SANDY LOAM 74.1 7`�O '�O/a�� 6. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH SANDY , '�, \ etla�d i,, DEPARTMENT. C1 w/layers of C1 LOAM %• - f � loamy sand w/layers of \ 1' 0f ,� 7. ALL PIPING SHALL BE 4 INCH SCH. 40 P.V.C. UNLESS OTHERWISE FINE 70.3 loamy sand �Q; NOTED. 69.5 �ca, Ali Cz TO C2 FINE of ��`\ 3. �, ,�, ZO.NEd RF1CP/RPCD MEDIUM Z 10%AND cobbles MEDIUM p � \ NO WORK SHALL OCCUR WITHIN OP DISTRICT RE'QUIREffEYV7 Z 5% stones h 0, , 100 FEET OF THE WETLAND 641 64.5 �,a \ 2 WITHOUT PRIOR APPROVAL OF MINIMUM REQUIRED NATURAL AREA 307. \ THE CONSERVATION COMMISSION OR 16,988 S.F. V REMAINING NATURAL AREA: 19025f' S.F. (33.67o) YVo. 3 No. 474.7 1 `I,' ffysc MAXIMUM IMPERVIOUS LOT COVERAGE (509) 4 SANDY LOAM 74.2 3 5 �Z 4 SANDY LOAM 73 4 Lake OR 28,313 S.F. B SANDY LOAM B SoODY LOAM7.2.7 !A Great Pond) 717 Cy FINE LO4MYS4N0 71.7 (ALL RECHARGE CONTAINED ON-SITE) Cy SANDY *w/layers of C2 SANDY IMPERVIOUS AREA: 5361 f S.F. (9.5%) LOAM loamy sand LOAM 69.2 69.2 FINE �,3 FINE cz To To PROPOSED D#rE ZZ1jVC AND ON-,SITE' SE X,4CE' DISPOSAL SYSTE'AI MEDIUM MEDIUM SAND SAND 10% cobbles 1 ravel 10% cobbles 5% g 63.2 15X gravel 162.7 Prepared fo n RO ERTA COUGH Location: 1049 RACE' LANE' (fIARSTONS NILL,S), BARNSTABLE; A4 (No water encountered) Date of test: March 4, 2010 Ryder & Wilcox, Inc., P.E.& P.L.S. ��'`t"°`"`''ss,, Ins b D QUINN �R&#' SOIL BTIAL.) 3 Ciddiah Hill Rd. °_ ,ru�r y y' ,- z�NOONELu ,0 W. ST4NTON (BARNS'TABLL' HEALTH DEPT.) P. 0 Box 439 Scale 1" = 30 ' 1� PEPSIN CIVIL ClYil So. Orleans, ffA., 0266,? Brawn by jib , NO.48 4 w� :1 fi �r Tel.(508) 255-83>2 Date - July 29, 2010s.; Fax.(508) 240-2306 °Na'"� �r�c v� yam---� 3 �s11 Job No. 10577