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HomeMy WebLinkAbout0184 OXFORD DRIVE - Health 184 Oxford Drive I Cotuit --- A= 021-076 �. TOWN OF BARNSTABLE LOCATION i O X049 �7 2 SEWAGE# d 12 _.l .VILLAGE C06 4v it ASSESSOR'S MAP/&PARCEL ,I/— 7 f INSTALLER'S NAME&PHONE NO. rr u(Ii Y —Y7yo SEPTIC TANK CAPACITY U n LEACHING FACILITY:(type) 2�,k F4owe'�06,fsize) / x U NO.OF BEDROOMS 3 OWNER 0 tZ.0 5r �lkA(! � PERMIT DATE: o COMPLIANCE,DATE:T2?:3/) _2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facilitywells exist on (If any site or within 200 feet of leaching facility) Feet Edge of.Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Feet FURNISHED BY �-05 • W LO 40 F a G ► No. a1 — (� �e F i'S �$-D -�-bw„ es (� 3(g ��'�,i; Fee /I -� E"tered m computer: THE COMMONWEALTH O. R4 SACHUSETTS S. ro. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS S ftPuration for Vs oral 6 stem Construction Permit Application for a Permit to Construct(6 Repair( ) Upgrade.( ) Abandon( ) Complete System ❑Individual Compone Location Address or Lot No. I ®)(f d� 0 0 UK Owner's Name,Address,and Tel.No. OZV-4'L,5 41 Assessor's Map/Parcel vk I /6 G &J G kCt L T Zf,/X U3 69E—G Installer's Name,Address,and Tel.No. — Designer's Name,Address,and Tel.No. 5w �ZeIIIN $ ✓ ® zr- /Z COS7\/f /J&, ' TI pe of Building: Dwelling No.of Bedrooms .3 Lot Size vZ >> 7� sq.ft. Garbage Grinder( ) Other Type of Building D W e LL/A G No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-3 gpd Design flow provided 3 G.5' 6 P gpd Plan Date � � �/ Number of sheets Revision Date Title ,.S ti ® %/ C-- 1b-C S 1.6A-) Size of Septic Tank !v�'0® �L L e a Type of S.A.S. ��C C/j'5 f 6 Description of Soil e S o / C- V,�C,.Q�✓�%�d�- Q�� Nature of Repairs or Alterations(Answer when applicable) J-0 C-i,y C O N % 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. �= Si d SL. Date Application Approved by Date 7 ?S/ I Application Disapproved by Date for the following reasons Permit No. ;n 17— J 0,6 Date Issued — --------------------------------------------------------------------------------------------------------------------------------------- b' ref �la'� ' ' No. � � ^� t/ s � �� �lt� �,,,,,,,�(? Fee� i i t Entered in computer: THE COMMONWEAL t1174SSACHUSETTS s ��r, { PUBLIC HEALTH DIVISION - TOWN OR-BARNSTABLE, MASSACHUSETTS 4-v 01pplication for MiStlotall-, pstrm Construction Permit Application for a Permit to Construct( Repair(, ) Upgrade.( ) Abandon( )' Complete System El Individual Componen Location Address or Lot No. feel 0 X raae L�<�2 i U e, Owner's Name,Address,and Tel.No. K 0 Lv �L S.0/ Assessor's Map/Parcel / "" �P(, Installer's Name,Address,and Tel.No. 04 vatJr, Designer's Name,Address,and Tel.No. � "e- (J/N S N1 oLL _/�SSdG C/> 4a - T C A'-e a _S 3 6 -/+� d u7;r4 �- Type of Building: Dwelling No.of Bedrooms 3 Lot Size �� T� sq.ft. Garbage Grinder( ) Other Type of Building D W C LL/a G No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 O gpd Design flow provided 6-� PL' gpd Plan Date 'i �6�10/ Z Number of sheets Revision Date -2 o/ Title s �' 7-7 C_ Size of Septic Tank �S`O® &/�e.L.0 A) Type of S.A.S. 22 - " C/!-9T �7 �'LC. Description of Soil se i? L AJA-/?1/tS 4-06-3 Nature of Repairs or Alterations(Answer when applicable) ,mil AAd C ©N -S '* Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in s" 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. Si d Date 2 ?-t 2 Application Approved by / Date Application Disapproved by Date for the following reasons Permit No. 7- (1 6 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded( ) ,Abandoned( )by keV,� L ,, tY V } I at L p 1, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.) b dated 2J-/'Z Installer Designer #bedrooms Approved design flow 3 0 gpd fThe issuance of this permit)hall not be construed as a guarantee that the system will 1 f i ct asigned. Date �� � �// Inspector_.__ J=r No. U �� Fee / 0 - THE COMMONWEALTH OF MASSACHUSETTS - - TUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai.6pstem Construction j9ermit Permission is hereby granted to Construct(X ) Repair(') } Upgrade( ) Abandon( ) System located at 0 0�i r�� oi,'� 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. i Provided:Construction must be completed within three years of the date of this permit. p ( Date Y-25-(2- Approved by �`^• 1( Town of Barnstable Regulatory Services r � Thomas F:Gcilcr, Director 1z a►ear Public Health Division MAW Thntnas ll1<c&:estn,[Directdr. 200 Main Street.. Hyannis,lair'[ 026,01 Office: 5ti 8024(44 Far` 5t)fi-?9t3-G3[i� Date: ��`)d Se�ti:age. Perrvt�t# 10b AssrbsSo �gdp/l'a res l Installer Ss D►esittner Certii3Cadon Form Designer, s ,. -; Installer _ �` n / •"� �.��.� - t R. Address: J- _4ddresc ��?��`�A�` r,�. z On was issued a permit to install a.: (date) installer septic systern at ! � . ��' .�.. .,. _ based on a design dnt%vn bI (address) .. I k'3�✓•' "s f:7 L L �'� Ix d a t d - (designerD I certify that trig 4eiatic syste-m referenced above was installed substantially according to the design, which may include mia or approved changes such as latteial refocatio€t'of the distribution box an&or septic tank. Str►pout:(it' required) was inspeowd and the soils were found satisfactory. i certify that the septic System reilercnccd ab-ve was'installed with major changes greater than 60' lateral relocation of the SAS or any,vertical relocation of any component of the septic :systern) but in accordance with State &Local R-gulations. Plan revision car certified as-built by designer to fiillow+ °Stripout (if requi te R and the.soils were found satistactory,,_ z N.DOL*LA5 i SC14NODER nstal1cr's Signature) gVIL NO. 38540 igtter's Stgnatare> tAfti De Here.) PLEASE RETURN TO BARNSTAB E PL BI.,,aIC HE.AL'li'lT tDli'[Si(�y, C 1FR`i'ITiCA I'�: OF COI4 PL A 'CE W11 L NOT BE ISSUED UNTIL BCDTII r THIS FORNI AND AS BUILT CARD ARE RECEMM BY THE I ARNSTABLE PUBLIC, HEALTH DIVISION. . TWkINK YOU. q: Fnrms`'.desi9RCxC Cz1uist9umzP, Town of Barnstable P# 3 5&�_c Departiment of Regulatory Services 5"MOTABM i Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled �/ �� �. Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: 6N j s m PH20C_6s;? p6s Witnessed By: LOCATION& GENERAL INFORMATION l Location Address i g� CO �—b r 1 1°�� V� Owner's Name c0.,1 F Address 4 y 5 1 n.,•.•.urns tN J r_ / �'p. L�f Assessor's Map/Parcel: Z 1} Engineer (C �"u ( 1 t 's Name ��r r s L C s T C�• 1/_ p�,3 �2 NEW CONSTRUCTION REPAIR Telephone# Land Use /QED Slopes(%) 7A Surface Stones �`n dD Q, Distances from: Open Water Body ft 2.'� ft .Possible Wet Area��¢ft Drinking Water Well -zoo ft Drainage Way,_ 4 66 ft Property Line Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) (,J�j /7 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: �C�Z}JJ�. Weeping from Pit Pgee r l Estimated Seasonal High Groundwater djo Method Used: DETE M TION FOR SEASONAL HIGH WATER TABLE ' Depth Observed nding in obs.hole: la, Depth to s911 mottles: In. 'Depth to weeping from side of obs.hole: in, Groundwater Adjustment tt. Index Well# Reading Date: Index Well level , Adj,factor. �., Adj.Groundwater level PERCOLATION TEST bate � � - Observation Hole# ) Time at 4" Depth of Perc ���r , Time at 6"_ ' Start Pre-soak Time @ //�0 , /l%L5 'I"imc(9"-0) ' End Pre-soak � Z � t, Rate Min./Inch Z '. Site Suitability Assessment: Site Passed Site Failed: _ Additional Testing Needed(Y/N) A Original: Pubic Health Division Observation Hole Data To Be Completed on Back ***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:SEPTICVERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. onsi ten:;y,WO O 0 f' D,.r G •-t /eye 3 3 AJoN�' /O:3yv G s IoY� yG �y%1Zo'' DEEP OBSERVATION HOLE LOG Hole# 7— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. T- Consistency.%Gravel) lo 3`l'' /Zo DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%O e O,� 3 3 d14 31-/ 1�20' c DEEP OBSERVATION HOLE LOG Hole# � II Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consi t n 3y"'120" L -1%j Z 3 Z Z 7— Li aL-G ovvmD 1 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No ZYes_' Within 100 year flood boundary No—L/1" Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pert/qury 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 I certify that on (date)I have passed the soil evaluator examination approved by the Department of En iron ental Protection and that the above analysis was performed by me consistent with . the required tr ' ' g, peril and expe ' c escribed in 3 10 CMR 15.017. Signat Date Q:ISEPTICVERCFORM.DOC e RDEE VB.If �� In GPI Ixf,WE / '� \��Ra4tCGTiRK. �4 WARPS I�t .., \ STYIP/EtVALT J ....... -:i: n swats _ srnF Awkr a i el sr' aaMx saraE svw q '.':1 �'.. �\ -+. .,• ,9 j � dGOW82 D0605 m P/ECAt w/ I y I I Cf4b1v !Z101'D PLR SEI.h_ . 6ARA6E�GOFO RR ALMA EUfTHt SFI.OPD PJ2 aEV. I FM wrxrrrt .. J.i, w 60FW3i - I 1 f s ro 6Y,GA76jv�E dWiwp�Ott _�'�.��4i1,OOtrii ..,If ` h tTtST FUZ aEV. 1 ��: _. � L _� � _ - -- --•I t r. i - I z ^ x CQL'RETE A7RG. I � I P' I" I I �-TRAM f RALM, L — J I 1vre no tv .. FI —— — ———— --————— l69C Rf$t I — — — r7-- - --- - ---- ��.-la x-ow.ra I I I �___ _ ___________ _ ___ ___ ____ � �_=_ ==_____ _ ___ __ _ __ =�.. FRONT ELEVATION RIGHT ELEVATION A' scram: ua=1'o• B scA�: its.--LV ff Ili w/ sfs m ag �nra \\�-xaaa two. .. ... ...... ......... ...... «�Tm r>m W WUOW .' ". ... _.: i ,, t344Ad•Z :. .. ; .. _ - _. �NUJ .. .-Y - - %Gt•D P.3L flB'. • I �R 9>ItJ�.E I-y'-f-i 5 4.F.:QYHL. MZEZE GOHI:62 rOARD" MIT MR tL" EMENSM 112--4 FFtST flR flB'. ttLYA \ tbf7 � waea 4��os I L— J Lswec roefuzz OREAR ELEVATION LEFT ELEVATION SCALE: I/4'=1'-0' �—SCALE: '='I'-0' T'84 OXFORD DRIVE . ELEVATIONS COTUIT, A • r ` d O SY 4f ................................. w/re"arE•rxaN wciv STD ......:: :DECK:::r::r::':.i'.r::::-::. ,ro w s-o mrn+ra Ftire � .� 14 tt�i 4 amaT1 -. KITCHEN �j T1D/ ( 8AT RAWC MASTER F, a .: BE #3 �' LOFT -- BEDROOM i DINING r . P ® -� u real OPEN RM_ ft�LW w Move DROOM#2 reua BE � waNrw W.I.C. LAUN Rly r c rss {G TER p' vrTll t - ATH LIVING g — -- - - — — ---- - -- ., , .4C .. -' �7_z•.�e•d g a' _ -. rarf WAL- _ GPBN rd.ed�4+r � - L t - 6 or FAL tt y �+ rya TA: "L1J_ Lz `1 rs5a+ wxlSE- ........... -J 7 r3} ... ............ cr are ® . S - 3 2 CAE. ................. GARAGE _...._ _ r�N 5 S...: � 4 .. -.•`.:. _ ' j6-,Ow,B'�ti oY.NFL !6-dW.0-e-d 0 trJ�t _ : ~ ._ - V Imo'/ POOR 6AP-AEF l-s 51T.10 6--f � igY a-Q • , YY-O ACE[ub= ^P y a-,a h•,� [?E}— - t■F ram ca�sr-a Ir oc. h-S r� ¢}-- - 1-4 wh.L Ga�6?6 Ir 04 FfRS 4_FLOOR PLAN scaE: OND FLOOR PLAN FIRST FLOOR AREA - 1,206 sq.ft" SECOND FLOOR AREA - 650 sq.ft. SECOND FLOOR AREA - 650 sq.ft_ N9M: ALL FIRST FLOOR WPWN5 .SET AT 6=J 314!' TOTAL FLOOR AREA - 2,056 sq.ft" FROM FIRST ffMR UA E55 OTt ERWIeFf NOTED NOTE_ ALL, SFl,OI.v FLOOR WWOWS SEr AT ('9 3/4" FROM 5EG6ND f POR UNLI=55 OT fRWf5f- NOW 184 OXFORD DRIVE NOTE ALL IX�ERIOR WAL5 TO 6E Zx6 WALL COAST—OR PLANS � A-2 - i I SaN7f1,CE LAB W&L a r-w caHr. + I .FT I 8-CONCREIL�.WAU 1 T DAMP-PROOFING . J 1 P — —— ——--T 3' L———— ————— 2 X�T KEl W AY .. WIRE MESH 6 M O-DEPTH 6 lid POLY. 1 I I y CDM 24-X 1X(L)CONC.PoOTNiG WY€►E51{MD 6 tdL P0.Y FOUNDATION FOOTING ©ETAIL FVW I L------- --- -- - trr " ® I I + I r cage sfo 1v/ac I T r. ——---1 � — I WE 1gB1 rw 6 W_PAY I 1 I— I + I I 14 + I c k L —fdff D0.CW9R1<ZID PEE ADP - a azx a aaz sr d f0-G A. A--f FOUNDATION PLAN SCALE:.1/4'=1'-0' ® - ciam►atewram NO> - $' PIA. M1Gtm 60LT5 OVOEPPMT, 'PALM ® 45" OG. IZ.. 184 OXFORD DRIVE COP ERS W/3" V' ' WR51lR5 COTUIT, MA FOUNDATION/DETAILS axF: vf-i-v w,r�:co-lovn —X1.F _ A— r _� ,1• '9NPSW 8040 POSE&S£ P.T.40 ERASE YH.T �—RLYf vEwr Z WZF- 10'Dv ODNCRETE SONOTl1BE TO RWE . LM.W/ 2s®6- 4•-0-MIN. BO.DN'MADE .U"PJFTSt6®IG ALL ETOERIIXt .13O YS TO BE S1A041E5$ OL.N/7JP s/b""—� of.N/ZY 5/8' ��_ C. $fEEll H4NCER5.80L15 h FWmWARE � 565711Ca \ K 9PlSIIDY� I-R �-4 DECK POST DETAIL L RA It �RJOdLNNt( �" _; OL.N 2 T"/r— Lfl1l1a'E \ 1�(— yJr� J.,l.,...r SCALE: I" -O" _ PPOIDC 3 P&L r In 5TRM'71i5 \ , �,., 11A 57APP66 tags rm w5a4r--� 'i Ld9 Ld Q IG'OL.= l ®Y OL. Ld0 C+t®IC OL.� '.� B!�of. A 0013.St 1R-49 - . 6YP.[✓/'!ZD � �I I i � I. �T'bYP.MAW p LOFT i \ j roc BEDROOM#2 BEDROOM #3 10 Vf PLYfd i j i tT+ 5/f FLYNQ.'D-i �ccw FLR aa% - _ _ - _ _ ��Law rLR ea. ax ea 7" — 6 01L (4)It:Y IA FtLRAi_i �� 1•s SiFAFFib ' (3)�'z 26'KL LBL� ` ,l LJPi STR/A'►b BEAM L LE J705 I ®1r Of- - rll!L.!?a'75� FLUSH BEAM ^, mw LL TJL.vr TS \ B 16'OL.cAt9fugYR+ .4 c r61P.tava E NHi caSTR GTTaJ t HYP.WAS N/R-4 OL�iI-a 1-7Y 9'EATMe LIVING DINING m asrE ff�xs>; /F-v� & W.I.C. MASTER BEDROOM Q 2 CAR GARAGE / Frwr FIR esc� _ O i t I 5 )ji Y t _ . T.LL.n6f ` -R-'b 129E 1-rT.aaB Fuf9i� • 5 LON'�fE 5ks w/RK t 7,LL.t3iA5 ��MRl_ 6 I s' L N 1r Of.2 'x i�n to M I Ff Les MD 6 ML MLY A 31a.1.*M L M 3 6 l.OIL'.FAIAVTYJH NNi Bea U 5 ON ifd?dbNT.!.Q'L'. AM d OTL Owl- tqa f W aRffE a O N/AU c ccrr.rnta v>7N wx� � 4'LLB sx�N/ac WM>L4f RO d ML FO-Y '\ - wi4=ME97 RD i ML MY \ . .. sJd:o'.Old a4 L( LLIL' Lt L FT-1 'JGQ r i1-G - i5-O •7-G SECTION - e SECTION CALE S : 114'=1'-9- SGA�: i/4•=1'(Y TXEf'E"—\ _ NOTE: . PROVIDE 8" MAX. RISER HEIGHT AT ALL STAIRS L-w RwIdS O Is Or.w/zrs/s NOTE: PROVIDE RIGID WIND WASH BARRIER AT *� EXTERIOR EDGE OF EXTERIOR WALL TOP PLATE 2-,jL RS T S 7-d0 RR`TSts 6 i X£ 0LN/zpsfa NOTE: G.C. TO REFER TO WOOD FRAMING CONSTRUCTION MANUAL FOR 110 MPH WIND DESIGN „r Iva \ CONSTRUCTION :�.f315T5 a p 5TORAGE is aL Lx Lr.g of-- F7 V4,FL i R-19 149L - 6RRAC sFfAD fL ELEV. a 67RAL£SY.OM SiSt.BB'. S OH Id STfUFPPTi S ai yo 57RAR'ti5 TJL J71A5 O IC OL. TJL 8JLZ OL. T D'6 YV1Cl.Cct6rFWrm yc fR cle raw 4 �° FT lab J70.5 .Lid NHi/A7SIRIGTYJN ytS'FR B(P.R'.%FtD O - Al NtA7N'S FTTTEO W/ w/R31 ti9L��E--121c�'2P 'i N/L�`.Ab.h SUMa \ 8 IC OL. _ NI R-i!NSL��6��ppi"7P WA15,LiS.&TF.Rd PLYHGYA 70 CE RtgZ stAn" f '�` s;&we w SF~RV s7Gf4p ON sm 2 CAR GARAGE 7 o o 2 CAR GARAGE """`� �F Rtsr Fuz env_ _ 6'cQY.PHE 9R5 IW/PA—� V C4RVA TE 9M w/A* m;T:I43T1",4 17L PQ.Y gr C".rojvRT10N NRE W41 RD 4 w FAY s car.FaivovmN _ WI N DO W STORM PROTECTI O N NNi LN"46r LAC czw. - W&L oN"W,16w. zL ON wkar,ucv N:T.5. LLB 7-{ LL CZ?Z.FM. SECTION SECTION 3 SCALE: I/4•=1'a SCALE: 114•=1'-0- 184 OXFORD DRIVE SECTIONS & DETAILS COTVIT, MA : ur-f-e WE: ,,,, A-4 F 1 1 I PT.YiM.Y1'S75 B if"OL. 24.7.h16 MISH BEAM , .. ......... T.LEVUR • ...,.,......; iW..171ST T1P�.�PRA07®mocAte ........ .....i FN $t ' .t9Gf M75 7YP.nzovrE 0-00 C.6 "a9f'LA flJ.m!,T. .I�OG.6•PRSf,9 LA RM..17-7 . J7157 MYS T'P.Pr7W(f IXDRCPCi ... �.. '� _ ,. ... ..,. .._ .._ . 6 4�OG.6 FRST .YASf d4Y5 - t t FVW Low - EA N 21 YL { nmx tPRe , ......_ .a la)y3 x s;LA P7L5li BEAM 71P.q5f q n nw�Ez �. .. PONfLIM w� r r V Ike Rt6e .. - rip.moae m6ty4o NT LYL AL - Lft2N'i(z3I11Y B 4-4 fv-5r JASi MYs . Ij 1 I H ■ ... \L ._ .. .. -, ... Rm wtsG 1x FW'FdW.f ftiMBCi 1 >44 .. }.x' LA RIM.tloT .. ...... O MLiMCtl tMr.iTfm ! *•- fiR.'R hBCiff _ i-OYAdflBfrZ - t' 7�"FLCm2 TYR Vw LYL PT.1$L p B w Lw F CPR! PT.145 J91srs 6 If OL. .... . .. 1do tAtl� -- TYP.R uLgctYT - .,... 4-fl'OL.B FlRSf D ..........._.._. . ._._.......... . .._..__._............ - RN.per .t7bT MY5 Y t j'Lm- FI R5T FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN . SCALE /4' -0' NOTE: ALL FLOOR JOISTS TO i,�E NOTE: ALL FLOOR JOISTS TO.13E _ Ta11. JOISTS @ V OL. I)CE55 NOTED TAI. JOISTS @ W' OL. . LICESS NOTED OFHERMSE OTi E RMeE NOTE: PROVIDE ftLOCKINV AT MID-'WAN NOTE: PROMO!= f -ZKINO AT MID-SPAN. OF JOISTS Off J015175 NOTE: G.C. TO REFER TO WOOD FRAMING CONSTRUCTION MANUAL FOR 110 MPH WIND DESIGN 184 OXFORD DRIVE FRAMING F RaM �IAI�PLANS CONSIRUCTlON COTUIT, MA .5. f a . - ASPHALT SHINGLES . 5/8• •ZIP' SHEATHING 200 RAFTERS * 16.O.C. - FIN312P ftA7RW RM 1 U Z A 5TUT'®Ic Of. - - A-.4 VENT AS REQUIRED % D/4 TEf�RUYD 9f f1.GY.R -.—IMTLtl FJaST.Q7B210f• - '•.ram', i"'1 i�, �-.��"� Ei.IID MD NV-® .. -- GAPoOV9 SnAG R40 BLOWN-IN, WSULATIO HURRICANE CUP T,O.J7h'T6®i'OL. METAL DRIP EDGE `,fl `•I 1 r � 1 , 1 I TYP. r OL. Ff;tfT SCONTINUOUSFFIT V '2' fl I� t-P OL.B FRs7� SOFFIT VENT I X�sTRAR>'r� � j t ', c RAFTSL bkYS 1x3 STRAPPING 0 16-O.C. ®�oL. o - tx2 PINE SOFFIT 2-2x6 TOP PLATE i.txc Ko.st1 ab Pl.5LL ON 5LL�J It ®PRNM 1x8 PINES FRIEZE on —1/2- ALLS CEILINGS 5/S"DV.MYA-L7R 1xLrs - - r Rmms AL,5 ON 1x5 PW G eRADF B A5'OG.p� B IY - 1 EXTERIOR SIDING FFZM&DS-6,X�TO T ' 7/16" *ZIP' SHEATHING -21 KRAFT=FACED BATT INSULATION i� BETWEEN 24 STUDS 0 16"O.C. - PROVIDE 'SIMPSON HID HURRICANE CLIPS® EACH _ RAFTER do PLATE CONNECTpN 2 51 LL DETAIL �e 5GN,- 1 v2= -O' y TYPICAL SAVE DETAIL 5 " ......_............. ..... .................-- rRw CYht1.Ht EIZ 5CALE: 1 1/2`=.1'-0„ RATERS _ ' .. ...... .... .... .. ... .. .....E: ... . ..:::. .::::...:: R,1 RH2� . (/t(iYP.POARD „s c C 10 RAFTERS 0 16"O tL OlBJS mow-- I r _ DOORA5�1LT swwGLEs �/6 TAfi Y,'aA� ft .... 7/76''ZIP' BREATHING .~ ..: .. r 5/8- •ZIP' SHEATHING SD R1XR Cif® I 2. . . A .....\ - 12 t \\ l M N41ID. - ... ..... -` - B Ktmi o I o VENT AS REQU I1SUTIOREQUIRED91s ..... TA JTs-6 W"OL. '� ( .... R4D BLOWN LA �• \,,` - _... ... _ R-19 STEEL (^ ...... OL.ST�A�r� ..:. .. R -i = I HURRICANE CLIP / 1/Y 06l 6iLV. .I: + �A CIAA N ". a ®Is or.. P7.20 s9srs 4 IEot. o i 1e `� x3 STRAPPM 0 le O.C. w A.SLL _ ......... - ` W Pl.SLL LN SLL 5FAF32 ¢ J - • f'S.sac9.t?ST -' �'. �� {. 5/S V&k MP tM rOLTS < ..Fa1Y..1TST tiYY.a-Z f A �' WALLS;k CEILINGS CONTINUOUS Z' 1 2 2x6 TOP PLATE .+. -' SOFFIT VENT ... ' 1x2 FINE SOFFIT ".F t®Rq�d BOLDS TOT y �r ,x5 FINE�r . 1/21 107AFT -BOARD TT �•;•• ............ la PINE FPIEZE � I...... .... - . ... -_. .. .. 1,.. .a. .. .. - T .._.. .... ON x5 STRAPPING s P 1 BETWEEN 2x6 �0-16IIHSULA710N - - � T3);L 1b'Mlu..lV1 Ri11R4 BEAN BEAYP " 3 _ 0 5 SUNG / ,O112� 1DCTEPoOR SIIN - DLl AIL @ DECKMOUSE 410112 �/,6� Z1P SHEATHING 3 !x F PROVIDE 'SMPSON' HID HURRICANE CUPS® fkCH SCALE: 1 112"=I'-0" RAFTER r PLATE CONNECTION T CSNd DB.f.Y{5¢ - �, 111112 Rr W o1 /"*4\ (��OAD RLYJR RLN85 A-, �� Lvf EAE DETAIL @ CATHEDRAL: 1 1/2'=1'-0' AIC ....................::.....................................,_..... .:.............: .................... ap RAFTERS®1G OL. TYP.fROVCf C1L6tOSi 6 RDEE GL �AW O R425f '1 . RA`N3t PlYS 7P>t'f.,FT1AH5 ' 2:10 RAFTERS 0{1S OL A RW EPEE CONE.26 FIATE i4-' me f.,.. - PLATE .vc PLYWOOD xs Fk5L1A - IO jam O ImL.' 2 . R-19 HSAATIJN 2110 CEARTG d061S T 1 R1L ROOF FRAMING PLAN o f6b� gE x somr "@'T 06 smopm O,6.O.C. - I w STRRap,c O 2 0 SCALE: I/4'= • 16.O.C. STD 1:EGd W/.{'fL1WOt7D PORCH s/e•f1fiECODE GYP eaR[) NOTE: ILL ROOF JOISTS TO �E ZxJO SAD a-+ JOISTS @ VI" OG. IM E55 NOT® fT ra vs;rR eyav 1 (3 1-3/+•x 16'ul.Lvl.corn+1�Au O1l�RWISE .+x+Rrosr Fran ON TDP OF LALLY CMS. ►ALL -ALL I7.iT3t4'R R MTBS�ro to srAeF sTl�tw.>:HSRs,cars ak rtARmWAZE -AL TPS a STRAPS TO Fai6w MW SPEC PLR IV IqH WIND NOTE: PROVIDE '61MPSW H10 11 FR"C CLIPS @ ALL RAFTER/TOP PLATE PORCH SAVE DETAIL 5 GARAGE BEAM DETAIL NOTE: G.C. TO REFER TO WOOD 7 SCALE: I•=11-9 scA(F: 1 i/2"=ro - FRAMING CONSTRUCTION MANUAL FOR 110 MPH WIND DESIGN 184 OXFORD DRIVE ROOF FRAMING&DETAILS CONSTRUCTION QOTUIT, RAA x.�: v, ,,,E�M/„/IL A F` s anv .aace arATw r,N r LVL . f SrPrr TRAP 41 COL W ga spot ® i Son PLATE MOR � i ss�Lr�o COL r� . .,.... r _ %.6.T6P PLATE F"dr.6RDS a j 1 z 6 L a i W u so®r Ar. wac sons Li7TE OF54f3S 6w.A7ER M4N 5--r FEQlbtCS i KM,571n5 NOTrog5 AlALL 7 &STRAPS TO FOIlOh'1UHF.9�L TOR . �Afti wo,o rytW[LSO4 IML • ' - �- M - "6T1nS 3 SCALE STRAPPING DETAIL - TK.1G 1 VRKS MMl fLLl lCfif t11A 1Lfi4 ILLL fRt4 .6 L J;&K son � W r1 Id 5r1n5 . FRONT PLYWOOD DIAGRAM RIGHT PLYWOOD DIAGRAM l I"SLi RATE 1 ROhS aF Sd 6 7 OL. - Y.6 PLATE t-.Cl.4pli F1QE w z Rows or re 6 i r a V Pik Srm ATIam - .. iQTS£'DC.MAX 'Tr - - . i i * iA pit *VrM 7 P 23 f1Itt TS w/T1Yr. . J -„1 '.; {.:; ,it • L RAIC wA9$t5 .. ' .: i Y.TJ wA1 � ER DETAIL .� CORN GARAGE WALL DETAIL W REAR PLYWOOD DIAGRAM LEFT PLYWOOD DIAGRAM 8'-0" WALL HEIGHT REQUIRES A 2'-4" MIN. SHEATHING WIDTH +. RNJ45r -- - 4L-1. -_WSW Csn COL STRAP w Sw waL I M4 W s 6 it 04-!6 19d 7P RYMIOA COLMAGN 99-6 SPEC . Io.ph wFD s is P5r BUILDING J L vtrr STRAP Rzqwaams rm h►Fit Rat TAME 5AD WFM i NALS FUR STRAP PANEL BLOCKING STRAPPING DETAIL SCALE: 1 1/2•=1'-0• L/W = 46/40 1.10 ASPECT RATIO SHEAR WALL REQUIRED TO BE: H/W < 3.5 NOTE: GC. TO REFER TO WOOD REFER TO WFCM 110 MPH EXPOSURE 8 TABLE' 10, (W) " FRAMING CONSTRUCTION MANUAL & TABLE 11 L FOR FULL HEIGHT SHEATHING FOR 110 MPH WIND DESIGN ( ) 184 ,OXFORD DRIVE SHEAR. DETAILS CONSTRUCTION PERCENTAGE REQUIREMENTS AND NAIL SPACING .COTUIT, MA _ u SCHEDULE of ELEVATIONS - SEWAGE SYSTEM PROFILE & DETAILS 1. RISERS AND SECURED COVERS TO WITHIN GENERAL NOTES 6w OF FINISH GRADE NOT TO SCALE 1 FIRST FLOOR - 1 52.70 2. H-10 SEPTIC TANK, H-10 D-BOX, H-10 GALLEYS AND 2 TOP OF FOUNDATION 2 51.70 SCHEDULE 40 PVC PIPE THROUGHOUT 1 5 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL 2.70 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OBSERVATION PORT CODE (310 CMR 15.00 TITLE 5 AND THE LOCAL OAR 3 PIPE INV. AT FOUNDATION = 3 47.36 ). BOARD OF HEALTH. �� ��� : , • '� };: . A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY WITHIN 3" OF FINISH GRADE 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN 1 4 4 INV. OF PIPE AT SEPTIC TANK INLET = 4 47.15 2 51.70 IN WHICH THE WORK IS BEING PERFORMED. S=2% MINIMUM PERMISSION OF THE LOCAL BOARD OF HEALTH. .�s� _. �•°' �4 ' ' •+ '^ 5 INV. OF PIPE AT SEPTIC TANK OUTLET = 5 46.90 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL 6 INV. OF PIPE AT D-BOX INLET = 6 48.80 13 50.80 12 50.40 BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE RELATED WORK. �,� r , • 7 INV. OF PIPE AT D-BOX OUTLET = 7 46.63 n LOCUS r � 14 51.0 ' > f } 8 INV. OF PIPE AT START OF ACHING FIELD = 8 46.47 4 47.15 5 46.90 11 50.30 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN AND 9 44.47 9 BOTTOM OF LEACHING FIELD = 10 47.30 MIN. BREAKOUT IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. r 10 TOP OF STONE ter:.. ,. • °� •• {� � ! 10 47.30 PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY, PROPERTY LINES : 50.301a L,.. 1 : ,: 1..;!l ;1.. ,',:.,! ,I, JP�., 11..,;:L•. L ..,..1. t„ � :y{ j. ; ; FINISHED GRADE OVER LEACHING FACILITY 11 .. : :. �!, :,. ,. ., . . :,. . ,,,_� ,1.. ,.. ... : , !..,r : :..:,,,.•. ,-.:. :,.,: ,. •,..,. �,�.. .,::_,1 !.. . . ,,, ,, ,. 11 .,. . ,,, I, .. ,., ,L. ..,, 15 NOT HAVING B S r • , .. ,..,- •;er-n�a ..(�. ,. .-.. :�._n__ 1...i.- t-..,.. .;....,I. ,., ,.. .'.-r.�!_.-'1-: 1 ,..!., .{ t. ;i -•I I- ,' 0 ,.. -� �� BEEN VERIFIED NO REPRESENTATION OR CERTIFICATION AS TO THE P .1 .. ...(,..�..t :'I-':;I !,!:d,_ ,.,.;:, ..,.,!.I a•.1 tA�...,,'.h ,�..v .n{ .<(.,;.;:� {.. .�: b:,ai,:.l.:.,.t It,,,.. ..j .:.(.'.,•..; ,iL I � ;.. ...:.{ , .:,,.!� ..:'�•.�.. .{� 0 _ 4 _ 12 50.4 , ..., �a ,•y .,. R BOX .�. ,,.:, , � t ,.! . . � ,,_: .-. • • . . �.; ..,,.,,a,,,:, a.�, :. �.,, I ., . .�,.. I. ,a ,, t,. , ACCURACY 12 FINISHED GRADE OVE D Y OF THOSE SHOWN:. o• .. Z,. t.l.,�..,,.. . ':..',. ., .. ,..u„ ..... �f:: ,- � -t,. �.,;T-. t' �il r;. Lk t, ;. ., .,, ,:. INTENDED. „Av ,'.ai ,.: d ,1- .- : �.:,.:.: 1., ....._.:.s o p.. , .,' _!;.. t .- 71. h• :• ii•. "�- Box 'ill I ' IS IMPLIED OR ,.,, t I. is � ,,,.r,,:r� ,,ail, t � ,,,.c,. ;. eAac FILL wni s 't ,.,.. OVER SEPTIC TANK - 13 50.80 4. . -;',:''�� ,a}a"; -,, ,. MIN. ;~a�` j1' / 13 FINISH GRADE ;, } ,; ,, I'rti; ' ,� ::' �. I'J'{ r c�.EAN FILL !t', 5. ALL DISTURBED AREAS ARE TO BE LOAAED, SEEDED AND MAINTAINED 14 FINISH GRADE AT FOUNDATION = 14 51.00 5=0,02 L= 0.5' t,!I,w+';;?�' _ v MIN. „ ' ,,VELERS ' <i ' , i MIN. ! MMl TO PREVENT EROSION. NOT `TO SCALE _ 15 42.57 `r.� I,;;� ,; U l �;' S=0.02 L=4 : ::: �, ,a , ii S=0.01 L=VARIES ;'' 3s• MAX ' LOCUS MAP N 15 BOTTOM OF SEPTIC TANK •, ., 6. FOR PROPER PERFORMANCE SEPTIC TANK SHOULD BE INSPECTED AT LEAST FLOOR = 16 TBD 3 47.36 .,.,; i, `a a ' '�;:��.:"�, „ ,,".., � r , , ,t _ �, �, �. ••L 4 16 TOP OF CELLAR FL O SCHD. 40 PVC 'TEES o o , • rJ t, l�l cif"`: , ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS •+K I,�i`�i�j� ,: t�lr,►°' ''J` -t' t'f •,w ` �' ,i` ` ;J{,i .��� s .�}' ..i � o o t f _ ' 1/3 THE LIQUID DEPTH OF THE TANK, THE , N E TANK SHOULD BE PUMPED � 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED Oo 'tJ41�!'t� ���; GAS BAFFLE r{u,yt�,.., �; 6 46.$0 7 46.63 OF NATURALLY OCCURRMJG • ,,,.� ti{! .��': ,4 ���f.,: �tF',' i i;• a ,' ' BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND t' 8 46.47 l +ous MATERIAL N CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE. l +i Il,adl • t 16 TB ' '; 't pqyf `' " ' * I NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. • Lt•,,d .,1 .nl { j fu77 ,tf ,rl! �.! 9 44.47 , '.: ,..'1, ,:� a, t 1 l..• t }- e» ,•t +��a, ,�: , �js 1500 GALLON SEPTIC TANK 'i„, i > , ,,: r._ ; :. 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND w, t{ < < y 1 H-10 PRODUCT ACME. AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN ui;� P lilt r USE (2) 500 GALLON GALLEYS WITH: IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF •. 1. } : , ,.:, , t ia.{�t, i 1{ , I t,,{al r , 6„ •.in+� �� ;.'�.,:,�IIU `/ 15 42.57 dill II, t',11� 1>�. ..i!t�t' ,'" I !�y�'i. s it _�( S ` �'` �I •Ir f'' 3 DOUBLE WASHED STONE ALONG SIDES; SUCH TEST HOLES. 6" MIN. CRUSHED STONE 60" BETWEEN; 48" ENDS. 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA COMPACTED BASE DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY THIS TOTAL LENGTH = 30' AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED ON THESE PLANS TOTAL WIDTH = 11' WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES.' MIXTURES AND LAYERS SHALL DESIGN DATA HEALTH NCODE 1111E 5 OT BE USED. -�310 CMR SECTION E FILL MATERIAL S15.225 3HALL FORD SHALL HAWTO MA ATE O AN 1. BUILDING TYPE: 3 BEDROOM HOUSE PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND 2. DESIGN FLOW. 110 GPD PER BEDROOM = 110 x 3 = 330 GPD AFTER PLACEMENT. , 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY 3. DESIGN PERCOLATION RATE: G5 min/inch , ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL at 4. GARBAGE DISPOSAL: NO FINER THAN A NUMBER 200 SIEVE. 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW 330 X 2 = 660 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM. BENCHMARK -.THE CONTRACTOR IS 6. TOTAL LEACH AREA REQUIRED: RESPONSIBLE FOR MAKING ARRANGEMENI7S FOR INSPECTION OF INSTALLATION EXISTING WATER TITLE 5: 330 GPD / (0.74 GPD/SQ.FT.) = 446 SQ.FT. (CLASS I SOIL) OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. SHUT-OFF VALVE EL= 50.21 7. TOTAL AREA PROVIDED: 12• THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND 11" X 30' LEACHING TRENCH (SEE DETAIL) VERTICAL CONTROL OF ALL SYSTEM,COMPONENTS. EFFECTIVE ,DEPTH = 2.0'; LENGTH = 30'; WIDTH = 11.0' 13. TIGHT JOINT PIPING To CONSIST OF POLYVINYL CHLORIDE (P.V.C.) SIDE WALL AREA,'_ (2x30)(2) = 120 SQ.FT. SCHEDULE 40' UNLESS OTHERWISE NOTED, ; BOTTOM AREA _ 11 x30 = 330 SQ.FT. 14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION v� END WALL AREA ,= (2x11)(2) = 44 SQ.FT. �,C- BENCHMARK TOTAL AREA PROVIDED = 120 + 330 + 44 = 494 SQ.FT. INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE ' L/ll �- TOP OF CONCRETE BOUND 494 SQ.FT. x 0.74 SQ.FT. GPD = 365 GPD PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE OXFOf'D EL=49.50 / PRIOR TO BACKFIWNG. B/TCGIMa CURB TOTAL FLOW PROVIDED = 365 GPD - 15. DESIGN E� , 931 `�'� qa ENGINEER Si-IiwLL t.ER71FY' CONSTRUCTION OF SYSTEM AND MATERIALS q1 Q/T.GL?N� .AD1E/YALf( INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL q ►, ► ' NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 50-- N31'S3'20'E q• ! MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE LOCAL. q• L,-82.73 BOARD OF HEALTH UPON COMPLETION. R�9 .� 5&00' �, SOIL EVALUATORS LOG 1s. No RUBBER TIR E RE CONSTRUCTION MACHINERY' SHALL DRIVE OVER THE PROPOSED ,o Depth from sow sou son sole other SEPTIC BED EXCAVATION DURING CONSTRUCTION. PROVIDE Surface Hor. Texture Color Mott. Relative o0 30.0 o w SIDEWALK inches USDA Munsei Factors 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR RAMPS THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. �t►s�,o ,• •. . .• • ' '••• �i'i o � AT PROPOSED ELEVATION DEEP OBSERVATION HOLE 1 EL. 50.24 �P •• +`• \ o CURB CUT 49.41 0"-10" OA LOAM 10YR 3/3 6 ♦ • ♦ • • • ♦ • ••• aac _ ' 50� „r• 47,41 10"-34" B LOAMY SAND 10YR 4/6 PERC O 48" c) ,ap.k 40.24 34"-120" C SAND 2.5 Y 7/2 NO NCLEAN OT WELL GRADED 2 o� DEEP OBSERVATION HOLE 2 EL. 49.74 ' N 48 91 0"-10" OA LOAM 10YR 3/3 ° 1. w 10"-34" B LOAMY SAND 10YR 4/6 REVISION DATE : 46.91 " DRSCRIPTIOW BY AP q 39.74 34 -120 C SAND 2.5 Y 7/2 NO CLEAN SAND Nq• � � NOT WELL GRADED APPLICANT: f s Z I-_ 20.5'* s v) d DEEP OBSERVATION HOLE 3 EL. 50.16 G�, j G.J.C. R '''ALTY JTWUST p.� o rn ( -o °1-� l 80 DAVIS STRAITS, SUITS 202 } r. I 1� I O $ 49.33 0 -10 OA LOAM 10YR 3/3 � � S- / r , is cr I W I m 47.33 10"-34" B LOAMY SAND 1OYR 4/6 PERC 0 48" FALMOUTH, J(A. 02540--3910 tNj, I w ( qbo 10.16 34"-120" C SAND 2.5 Y 7/2 NO CLEAN SANDtw s a k PROJECT: I 39.0 NOT WELL GRADEDLIA �; • 0 '�j,_ • �4•p - j OBSERVATION HOLE 4 EL. 50.15 _ - SEWAGE DISPOSAL SYST.EJ ;DESIGN 0.7 ti DEEP 8,']' g L p7 51 49.32 0` 10 OA LOAM t 0YR 3/3 LAYOUT PLAN LOT 47.32 Tow-34"" B LOAMY SAND 10YR 4/6 184 OXFORD DRIYE , �. - GRAPHIC •SCALE `� L0 T 40.15 34 -120 C SAND 2.5 Y 7/2 NO NOT WELL GRADED �` 4 PERCOLATION RATE _ <2 MIN./INCH COTUIT (BARNSTABLE), .d�'ASSACHISETTS �' a �' _ 21 ,242 S.F. DEPTH TO GROUNDWATER = NONE ENCOUNTERED OBSERWA710NS BY: CHRISTOPHER COSTA SE#450 . `--'- WITNESSED BY: DONALD DESMARAIS, RS SHEET NO.: 1 OF 1 DATE. 04116112 w / / SCALE: As Noted 1 iaah = 80 tt, v • k'►• DATE TESTED: 03 12 2012 PRG FILE.- QYF01iD._!84_Cl./NCY F NOTES • DESIGN BY. DAVID FRENCH CHECKED .BY CHRISTOPHRR COSTA. ;PLS LEGEND ,��• 1. THIS LOT IS NOT IN A FLOOD HAZARD ZONE PREPARED BY.••,��1'1 • �.k1 �`` AS SHOWN ON FIRM FLOOD INSURANCE -RATE MAP. 2. WATER SERVICE LINE SHALL BE LOCATED AND MARKED - EXISTING PROPOSED $� Christopher Costa & Associates Inc. '`�- PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACKDISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM / .--•.,,,,.-- ...••^•.._�• CONTOUR. ELEVATION SHALL BE MAINTAINED. CIVIL ENGINEERING • LAND SURVEYING • ENVIRONMENTAL CONSULTING 4- 50.5 ,�SPOT GRADE " 3. ALL WATER LINES SHALL BE SLEEVED WITHIN 4" PVC »o,c � 4g,71 S 31'53 20 W SCH 40 PIPE FOR 10' ON EACH SIDE OF SOIL ABSORPTION SYSTEM. 'TEST PIT (1P) " �F •10� A,A 4. GROUND ELEVATIONS ARE BASED ON AN ON THE GROUND P.O. Box 128/ 465 East Falmouth Hwy, 508.548.6424 PHONE Z ~ " xl N� INSTRUMENT SURVEY AND AN ASSUMED DATUM. --East Falmouth, MA 02536 508.548.0350 FAX www.costaassociattim.com rs `'CONCRETE BOUND (CB) WVIL 5. , LOT COVERAGE: DRAA'ING TITLE: o SPIKE (SPK) ZOT 36 Y No 3I� LOT AREA = 21,242 S.F. UTI POLE (UP) LOT ,�,5 ,`14 f'akF PROPOSED DWELLING, GARAGE, DECK, SHOWER & PORCH =1,900 S.F. (8.9%� SEPTIC DESIGN PLAN ' LIGHT � , a '�►�' PROPOSED PAVING = 725 S.F. ( 3.4% ) D4 N WATER GATE (WG) ;,,r .� L TOTAL LOT COVERAGE BY STRUCTURES AND PAVING = 2,625 S.F. ( 12.3% ) �'' '`` TOTAL LOT COVERAGE BY STRUCTURES = 1,900 S.F. ( 8.996 } t +► ' WATER SERVICE (WS) [ASSESSORS INFORMATION. MAP 021 PARCEL 076 HOUSE #184 v }. + ..