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HomeMy WebLinkAbout0074 SCUDDER ROAD - Health 74 SCUDDER ROAD Osler011e A = 140 - 025 (TOWN OF BARNSTABLE LOCATION 7� 5�.�)d� �� �� SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL lyjp- ' B INSTALLER'S NAME&PHONE NO. QQI,S &(_ckJgL Nq �C7 1 7 f C7 C*J 7 SEPTIC TANK CAPACITY 1500 G oM vh LEACHING FACILITY: (type) -500 6a14rl Cash P zS (size) NO.OF BEDROOMS / G�OyVY\ OWNER 6&,v r;c( PERMIT DATE: 3 �-5110/ 1 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 leach_m,g,'Olity) Feet FURNISHED BY C/� A 1 � � B � 3 o z � 35 - Et t Q , LoIL Q No. 0 — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for Misposal 6pstrut Construction 3pPrmit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name Address,and Tel.No. CS(�iZilGztlL�a- FLi� Assessor.'s Map/Parcel —p yS Y r t1Qk �j t,g1 Installer's Name,Address,and Tel.No. sd��� p1 Designer's Name,Address,and Tel.No. 3! %eaa - "AIW 1ltrtr� �l i2 'e(d ftrk(QaC ak Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Q- No.of Persons Showers( ) Cafeteria( ) Other Fixtures ryr� Design Flow(min., quir d) 0 gpd Design flow provided gpd Plan Date / � Number of sheets Revision Aate Cr Title Size of Septic Tank Type of S.A.S. ! scription of Soil ot 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 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal ed Date Application Approved by Date ) Application Disapproved by/ Date for the following reasons Permit No. AD R— 1 bL Date Issued _ 7i01 No. Fee - - THE COMMONWEALTH OF MASSACHUSETTS E mered in computer: Yeses PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication or MispoBal 6pstetn Construction Permit Application for a Permit to Construct O *Repair( ) Upgrade(` ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No: !! ` �L/SCf (� (ek k.:1• Owner's Name,Address,and Tel.No. 6i ,(itt; e. /Jr Assessor's Map/Parcel 140-rjV5 S,1tcr(G�i Installer's Name,Address,and Tel.No. ��j�, i!I Designer's Name,Address,and Tel.No. RGitS Yeava-ri,.jIz„e J y rpcerttl0r1C5,TP !s` l,fl• Arr�{e( A Type of Building: Dwelling No.of Bedrooms 41 Lot Size sq.ft. Garbage Grinder( ) Other. Type of Building ( No.of Persons Showers( ) Cafeteria( ) 6 Other Fixtures Design Flow(min.required) 1-11 0 gpd Design flow provided ( `•7 gpd f � Plan Date ( C ` Number of sheets Revision Date tiPI Title ✓` Size of Septic Tank Type of S.A.S. R!jscription of Soil r' f\ . r 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 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed - _-. Date Application Approved by _ Date '112,15 ho("I Application Disapproved by _ Date for the following reasons Permit No. 70jq«- f( Date Issued 3/2-b 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 ✓1 t,�(� /I r// � I'' ( r✓( r l "� v llt/b r 4�Ahas-been constructed in accordance with the provisions of Tittle 5 and the for Disposal System Construction Permit No./ dated 3/7,h�t q Installer ,�i r ��e i�t 1t �t , jam fit_ r Designer_7 Pei,i}t-, ,( If)t,v 1,, ( , ) 6t #bedrooms ` Approved designnflloow�-' gpd The issuance of this permit shall not be construed as a guarantee that the system will f nict"n a(s d geed. „Date .f1 :'f Inspector- ---------------------- t,A -- _ a _ -- --------- --- ----------- ----- - - - ------ -------------- - -- /-------- co No. 1 5 Fee THE COMMONWEALTH OF"MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal 6pstent Construction J)erlttit Permission is hereby,granted to Construct( i)_, /Repair(�! ) Upgrade( ) Abandon( ) System located at �J / and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date /�iI �l�j Approved by Town of Barnstable r:# Is U4 TIM .. Department of Regulatory Services `' f Y ua . . blic IeHealthDivision Hate S pu t f; 200 Main Street,'Hyanms,M4 026.01 A� CD ink Soil. Suitability Assessment,far wage rsposa� ��" Petfotmed':E3y WitnessedBy: LOCATION&GENERAL INFORMATION f Locahon Address � � np � AA &d V r I ( Eli 1 Li Se ttdrX Qir kuL, Owner's Name 1 k}e��1 f A'ddress Assessor's Map/Parcel: N O / f Engineer's Name E k1 i"'v�ee,,.\LJ k S NEW CONSTRUCTION 6l6 REPAIR '-� Telephone# S�—�17? —S3 13: Z Sloes i p ('Yo). Surface Stones_Ncr del Distances from: 0pen.Water'Body 3 ft Possible Wet Area��� _ ft [hinking:Watcr!?Vell-Z l:� ft Drainage Way>�- ft Property.Uinee - +( Other ft SKETCH:(Streetname,dimensions of lot,exact locat' soft holes&perc tests,locate wetlands in pioxtnyty-to holes) Parent material(geologic) ��� ��� Depth to Bedrock > (/ Depthto;Groundwater. StandingWaterin,Ho Weeping fi'rom;P'ifflnce.. : C�^-C :Fs6rnated Seasonal High Groundwater ;� ,�-3 DETERNIINATIO.N FOR-SEASONAL,kIIGII WATER TABLE . Method Used: Depth Observed-standing in ob's:hole:', .._.in..in, Depth td Soil tnetties: Depth to weeping from side afo6s:holei. :inc 'around:watt i AdJustttlenr {t, Index Well# ReadingDate: Index'Well level Aiii,factor _AdJ.drnuridwnter 1 evel; r, i KRCOI ATION TEST 7!hne . ._ Observation Hole# P_Z T'nie ath" Depth of Perc. 1 Time at6" Start Pre-soak Time @ - Iriivne{9"-6"), 13 Pee soak. Rate Mifi/Inch. .. Site SuitabilhE ,Assessmcnt: Site Passed l/ Site Failed: Additional Testing Needed(Y/Nj. Original:. Public Health°:Division ObseTvstion Bole Data.To Be Completed on Back----------- "*T 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:1S EPTlbFERCFQRM.DOE' , DEEP OBSERVATION BOLE LOG Hole#, Depth from Soil`Horizon Soil Texture Soil Color' Soil Other Surface(in) (USDA) Nunsell) Mottling, '(Structure,Stones;Boulders: t itn rvel IoYa )'F , DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) `J' ° (USDA) (Munsol) Mottling (Structure,Stones,Boulders. Consistency,%. ravel 3Co -s, C, S��k � i oar ��Yi'L• �3 S�1 —13U 6 2 l=—C sates °l`(i'L �O1 DEEP OBSERVATION HOLE LOG .Hole# Depth,from Soil Horizon Soil Teiture: Soil Color Soil, Other Surface(in) (USDA) (Mun§ell) Mottling (Structure,Stones,.Boulcters: Cn `sec Graveb DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, onsi t ra Flood Insurance..Rate.Map: Above•500 year food"boundary No,— Yes Wi4'unW Year.borndary No. ,d Yes.. Within 100 yearllood.boundary No: Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in ail areas observed throughout the area proposed for the soil absorption system? -CC C-5 1� If not,what is the depth of paturally occurring pervious matpr all Certification I certify that on � �'� (date)!have passed the soil evaluator examination approved by the Departtnent of Environmental.Protection and that the above analysis was performed by me consistent with the required g,expertise and experience.described in�IQ C .15,0.17. c Signature pate Q:C4,EPTIC�PERCF0RM.DOC r h o Reguladory Service's � ;{ �: Richard V. Scat ,.Nterim Director R IMSTA&!E. i - M Public 11ealth D3eyi9 on �eaMat° Thomas,McKean,Director 260 Blain Street,Hyannis,MA 02601 Office: 508-862-4641 t'tl:x: 508-790-6.104 In,sta.11er&Designer C.e'rtificatiion Form Date: Sewage Permit# `ICq"!�Assessor's Ma..p\parcel «� " 'F'c-�r_ t'"'1 c Designer; lnstall.er: S uc' £.C"iccf`F Address: 1Z 4�, C<`uss � /cj /Zj Address- 2(f i5,c.ko' lzq. On I`�►t�SiCCcayCt ".c, was issued a permit to install a. (date) t' ( istalli r). septic system at. c uCULl'�-: . " based on.a design drawn-by (address) ` !)` tj 2e1r�r7 dated ��Zi t t (designer) r I certify that the septll, systeM referenced above. N,as installed substantially accord tag to ! the design, which. may include ininor approved changes such as lateral relocation.of the distribution box and/or septic tank. Strip out (if r.equired).was Inspected and the soiIs t \were found satisfactarti 1 certify that the septic system referenced above was installed with major changes (i.e. i greater than. 1W lateral relocation of tile SAS or any vertical relocation:of.any component of the septic system) but in accordance with State&Local Regulaliou.s. Plan revision or certified as-built by designer o fallow: Strip out.(if required)%eras inspected and the'soils: t were found satis'Nctory. s l certify that the system referenced above was constructed in with tile'terins of the I\A approval letters(if applicable) (installer's Signature) rNtt. N0.35149 ( esigner's Signani e) -(Affix Designe •�qp�..ere) PLEASE, RETUR TO BARNSTABLE' PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS­ BUILT CARD ARE RECEIVED BY T>rlE BARNSTABLE PUBLIC REALT11' DIVISION'. "I HA1K YOU. Q:',Septic-,Wsigner Certification Form Rev 8-H-13.dcC Engineers note:Tnis certification is limited to an as-buiii inspcciion of system componenis as installed prior to bacl<lill.The engineer did not supenlise construc5on of the system.The inmaiier assumes responsibilay sor all materials,auori nanship,bactoiiing to specified grades wish p,oper compaction and setting�isers'covers as shown on the design plan. FLOOD ZONE: OVERLAY DISTRICT. ZONE: ASSESSORS REF.: Zone X AP — Aquifer Protection District RC Map 140, Parcel 025 Map Number s Area (min.) 87,120SF (RPOD) 25001CO72J " 1 Frontage (min) 20' July 16, 2014 Width (min) 100' 4 , Setbacks: N/F Front 20' o��E'tt14 OF b,s�c` Rey TRST AGRMT of Etheridges,;� y Hartley C Etheridge TR t ': Side 10' a o ,ti 23212/127 ,1 v RICHARD R. r Lot 10 �I- Lot 6 L'HEUREUX S85'22'10"W C' o NO. 34312 �. CB/DH 169.87 r,N f e ^ �l Find ooP� " yy GeneratorQ g.f w A.C.Q CT `rsi. s�b�m y� fSTEa Q ' �?s ? �c°`°•.� L 0 SJ Cesspool as Oe Besj F�Qm` Per Owner F 'R ao a #74 2 Sty w/f `��• 'ss m°P^>Zs I certify that the structure `V 2. 48.3' Dwelling �oj '�,s shown hereon conforms to o Sill=33.2' Lot 11 the setback requirements of 9 Deck 19,047f. SF the Zoning Bylaws of the CL town of Barnstable. a o o : d.t... ::::. Proposed Garage 46.8 : caaee: ? : And Addition Lot 7 CB/DH �N Find �� PLAN SHOWING PROPOSED ADDITION O 0 16.3' At 74 Scudder Road 224.60' A` CBnd N852210 E h BARNSTABLE w Fnd 2\Z°i�� N Cronin �� ' Lot 12 Thomas J & Lauren B � (OSteNllle) 267621190 MASS. NOTES: LEGEND: DATE:13/DEC/18 SCALEA"=30' 0 15 30 45 60 FEET 1.) The structures shown were located on the ground O Misc Manhole by conventional survey methods on (or between) Q Water Gate (round) PREPARED FOR: ©.15/AUG/2018 and 22/AUG/2018. Hyd Gas, Gate (round) Elizabeth A Gavriel 2.) The property line information shown hereon was 0 CB/DH compiled from available record information. OHWI Overhead Wires PREPARED BY: -& Utility Pole CapeSury 3.) This plan is not for recording and is not to be # Light Post 23 West Bay Rd, Suite G used for construction layout or deed description Osterville MA 02655 purposes. FDWG #: C599_11G1 CPP1 FIELD BY: WHK/ASK 508 420-3994( ) / 420-3995fa_ U NOTES: J 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS Z &DIMENSIONS IN THE FIELD (D 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, (A 0 /V L' L ,,, DETAILS,&FINISHES IN THE FIELD WITH OWNER W Q N I` 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-10"ABOVE SUBFLOOR Q r S 17 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS m FW- STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 -N "'r �U)W l 5.) 110 MPH EXPOSURE B WIND ZONE 3:Lu op hti 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, �_ "1 OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING m Lo 7) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD d 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY CAPESURV FOR ALL PROPOSED&EXISTING DETAILS , 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS EXIST. s-o". 14'-0" 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS DECK TO BE 3000 PSI AT 28 DAYS 4'-0" 3'-(Y' 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE q DURING FRAMING CONSTRUCTION q4 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. 'HARVEY 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 2442• - HARVEY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 2442 INSTALLER/CONTRACTOR FOR THE.STRETCH ENERGY CODE I 'u W z6°X6e ED 14.)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,2J I F FIRE RA - -• - a DOOR FFULL-DOWN - 3v I STAIR I j L———J IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS EXPANDED `? I��%~ © - CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2-(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) DINING FENESTRATION I SKYLIGH CEILING WOOD FRAMEDWALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWLS PACE WALLLu III 4 �� U-FACTOR. LLFACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE I o.30 AMME ND. OSS 48 20or13+5 30 15119 10(4FT.DEEP) 15l19 Z I11 � '. � MME I�ILI I NOTES: it I 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. Ilj - 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 1..1... NEW 4-1 3/4"x.7 1/4"L L Jj I OF THE HOME OR R=1B INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL FLUSH BEAM 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS I NEW 4.13+5 MEANS IRS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR W R13 CAVITY INSULATION of SIMPSON HHUS48 GARAGE q 'n vJ W O Z a m liJ , uvNGDED 10 III 2x8CEILINGJ01$T*_{ NAILING SCHEDULEp W o w i JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING rf{I ROOF FRAMING: v J ® BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-iOd EACH ENDry RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END ® u„I 11 - WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16tl 5-16d„ A7 JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. Q i o HARVEY HEADER TO HEADER(FACE NAILED) 16d 16tl 16"....ALONG EDGES 2442' ' FLOOR FRAMING: < W b JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 9'0"x TO"O.H.DOOR BLOCKING TO JOISTS(TOE NAILED) 28d 2-1Od EACH END B B BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK s v A qq' - 4 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST \ A4 JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST 4 v J CONC_ BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST w APRON HARVEY A21 BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-/6 d 3-16d PER FOOT CENTERED ABOVE (/ry•/ V ROOF SHEATHING o V I-.- t 2'-6" 9'-0" 2'-6" �P`•IH OF rdggS4cr WOOD STRUCTURAL PANELS(PLYWOOD) _ RAFTERS OR TRUSSES SPACED UP TO 16"ox. 8d 10d 6"EDGEB"FIELD SCALE z� MICHELE �,1, RAFTERS OR TRUSSES SPACED OVER 16"o.c. Bd 10d 4"EDGE/4"FIELD CUDILO GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD o STRUCTURAL. m : GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGE/6"FIELD 1/4" = 1 1-011 8'-0"' 14'-0" No'' 774 W!STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD FIRST FLOOR PLAN PO FDI$TEe i FSSIONAt CEILING SHEATHING: DATE : 1 / p f;z-5 WALL SHEATHING: 6d _ 7"EDGEhO"FIELD 2IOI2O�9 L COOLERS WOOD STRUCTURAL PANELS •!. G CG J' LT— STUDS 5 32 FED UP T 24 PANELS(PLYWOOD) � 10d 6"EDGE/6" FIELD LEGEND: �� r/I l Vim' - 1/2"GYPSUM WALLBOARD 5d COOLERS 7"EDGEf10"FIELD EXISTING WALLS. Q SMOKE DETECTOR' FLDORSHEATHING CONSTRUCTION TO BE REMOVED 1 I WOOD STRUCTURALTHICKNESS PANELS(PLYWOOD) Q CARBON MONOXIDE DETECTOR 1"OR LESS THICKNESS Bd 10d 6"EDGEf12"FIELD NEW CONSTRUCTION ! GREATER THAN I"THICKNESS I .. 10d- 16d 6"EDGE/6"FIELD � Al ®HEAT DETECTOR ____. J J z ' rn j Lu Q N NEW PVC 1 x 8 RAKE BOARD - O O • -• W/1 x 3 DRIP BOARD r— NEW ASPHALT Q r ROOF SHINGLES 12 — m~ 4 10 PVC 1 x 4 TRIM L U)W CV I W/2"SILL ~�uj a � _Lo W TOP OF PLATE O m QI M = NEW SIDING TO MATCH EXIST. LK v M Tj- �I NEW PVC 1 x 6 CORNERBOARDS FIRST 'FLOO SUB FLOOR I• TOP OF FOUND. . NEW ANDERSEN TEMPEREDCW23 NEW O.H.DOOR,VERIFY EGRESS WINDOW ALL DETAILS W/OWNERS 2-2 x 6 HEADER !NEST ELEVATION 12 10 NEW W.C.SHINGLE SIDINGI In TO MATCH EXISTING '1 ' 111111 Hill TOP OF PLATE q ® ❑ AAA' 1�ais FIRST FLOOR 00 SUBFLOOR W O REMOVE EXIST.GABLE END S.F.WINDOW&INFILL WALL Z '. 12 TO MATCH EXISTING TOP OF FOUND. LuLul EXIST.� EAST ELEVATION "' 12 .1� I - ® I I I 6 EXIST.GABLE END WALL W ui TO REMAIN SHEATHED ® Q LNEW PVC 1 x 8 FASCIA,FRIEZE` �L Lu $SOFFIT BOARDS Q TOP OF PLATE VJ i •^' A SCALE : 1/411 = 1'-0" . i 19 ill 111111 Hi DATE : TOP OF FOUND. 2I8/20 19 111111 111111 1 111111 IIII'll 111111 111111 OUT 111111 11121 I (I • SOUTH ELEVATION A2 I J Z 8,1 0',. 14,_0., Q O O Cfl A cD A4 SOLID 2.8 BLOCKING IN THE OUTSIDE cQ 2'-0 9'-2" T-6" i'-4" A - TVJO RAFTER&CEILING JOIST BAYS Q W G @ 48"o.c.,ALLOW SPACE FOR AIR cn if A4 FLOW ON THE UNDERSIDE OF ROOF I.LJ CV BASEMENT - DROP TOP OF SHEATHING III^ WINDOW WALL 14" , =w Q.I) ———————— ——— - -:._. — co I 0MQ= DROP TOP OF F WALL AT DOOR— TM O U M 6 u'y I }- @)Q g�I N EXIST. �,a I m BASEMENT I NI o r z I I v m n w NEW 4-1 3/4"x 7 1/4"LVL a EXIST.6 x 8 GIRT I I FLUSH BEAM FOR .J. Y 2 x 12 RIDGE BOARD EW 3 1/2"DIA. _—_ T ( LA�jY� o f"� r> NEW ;! I NEW I ( i q BASEMENT I GARAGE SAWCUT3'0"OPENING . - i Q IN EXIST.FOUNDATION FOR 4"CONC.SLAB W/ I 4"CONCRETE SLAB W/ ACCESS INTO NEW I �>Q11uNh�.`16 x 6 WWF IN'I'HE IUP 1"C:LtP, I 5 CRAWLSPACE 10 MIL POLY UNDER I SLOPE TOWARDS O.H.DOORS ( G &10 MIL VAPOR RETARDER 1 I ul M ii I I ( I BUILT OVER W ROOF W/2 x 6's oLi 0b I I U ----- I I I 4x8WOOD POST UNDER EACH END OF BEAM —_ - —I 1 WALL 1 OP OF 112 _ I ( DROP TOP OF WALL - ® .q AT O.H.DOOR I U, I e B e A A4 P — —----- 4 AN A4 - --- -- - 4 LL w A _ _LACPRON — --------- A4 2-1 3/4"x11 7/8"LVLHEADER UONC 7 I' TYP.8"CONCRETE FOUNDATION GARAGE FRONT WALL TO BE FRAMED ® Q 0 WALLS W/8"X 20"CONCRETE PER APA PORTAL WALL DETAIL FOOTINGS TO 4'd'BELOW GRADE W I' 2'_3" gt6^ 2•.3" W/(2)#4 HORIZONTAL BARS AT 8'-0" 14'-9' TOP&BOTTOM OF WALL A 14'-0" U) ROOF FRAMING PLAN ® � o NOTES: FOUNDATION PLAN < w 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1/2"STEEL FLITCH PLATE AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W Wl OWNERS Z n DIA.THRU BOLT& V W/NUTS S WASHERS:; SCALE AT 24"o.c. j 1/4" = 1'-01, al to OF 41 S 45 --� DATE : I �'��MICHELE4Cy(N 2/8/20.19 s CUDILO y STRUCTURAL 1 314'1 3/4' 1 3/4' 3/4' ( Np 34774 9FQ'slE�'�vC'' LVL/FLITCH PLATE DETAILit ASS/Oaa A3' " 6-12" INSTALL 5/8"ANCHOR BOLTS AT 24'o.c.MAX. 6-12" INSTALL 5/8"ANCHOR BOLTS AT 48"O.C.MAX. U !� FROM END W/SIMPSON BPS 518-3 BEARING PLATES FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6"-15"OF EACH PLACE BOLTS WITHIN 6"-15"OF EACH ELEVATION VIEW J OF PLATE CORNER AND TO A 8"MINIMUM DEPTH OF PLATE CORNER AND TO A 8"MINIMUM DEPTH FROM EXT RIOR SIDE ELEVATION J edam on,eader lNvo aama wdl eeamrnls) II'" �. Edenl or neeoer(one bmmd weo sopmenll I Z ° ° ° ° --- ---- Nlin.lBbp blandan drapt.Slurp n vonr - snan m=—d ei b—,of needar. /� 0l ne�p�Nr d V) (INTERIOR) w kw- j 24"o.c. 48"o.c. I I --1 W O Cfl'^ NOa i ti u Min.3"v1,-114'nelneade s�°° 5neamin9611er it neetled Q OW I N i y 1el Nae r eM1ell be fealenatl m Ina amp Tw ao,e mmiwiy m > �. 11 I allmdwim e.r5o dnxor nalla regdren pe,-2 2 II °I I°I 16d emkernaes m2 a LU C 1 QI M II I Fas,en enaammBmnoaaerwnn ad mmmpn II J II rawa®rp.a. GF� q a in]in.p,id Pettam a al,own and I I 1o�I. LI I o c.m au framl,g feluaa and des?yp, I I I d LI � �(n LLI N ° co t61 kl 1 :I Ids. wp�a sowpmrd w:,d m„e,ee w del MI Minimum laop,b neodeo-lo-iaaema.nap enan b. II 11 vam mp mwdlm d.l MI mnlered a,bm,pmmnaetlarand inddlm on II LI Id• m,mm dwell,ornpm mpd I—M_Lo bac kdde as 1—an aide elevation,eom aide al a wall m pemli,mtl splice area e61 W ppeni,(SIMPSON LMN4) I I I I•I W U) I I II, Ma'x .°Ih°Il FnaelrB an,P.aonneel sropwlic eo f(d]nme.eoFdca.tl n}aPu ainnpe Il se redpqeuai,ea na ad l Pocemmr Pan el edpa. I I I F.._ U Qm• — — 1 ond be P.T.2x 6 SILL W/SEALER IqM I° PT.2 x 6 SILL W SEALER 4I d a 1 I MI z•m16•(6msned wbml II II y Id° Z P m lanad,baaad on 6:1 M1eiph—din redo. 1 •I°I I °PI For akamam:I6 in.mm.for B rt.ndpn,. areoad wan line wlln I 1°I fP MI 2 rr—fl fl° n -12)2aa R64z.1os jl II 11 - Min,number Plamde caalnupue eNealnl °I°I I FWI-IenpN king dutla 11 fl P Fw1-1np kmg dud ea.mi.ck d,a.Par II II 1°I M II bb RSB251 az1 � II 11 11 �cmn.makneu wood tJ I rrxX Pm,washer ryP I L1_ °I°I I° ral pond e,reaN nB in+t GARAGE ANCHOR BOLT DETAIL HOUSE ANCHOR BOLT DETAIL WYE - 2Pndorbolls par 1Per man FoaMation Percale SCALE: 112"=V-0" SCALE: 1/2"=V-0" Ra03.,.6 re,kad R602.t0A,f.1 APA APA NARROW WALL BRACING METHOD NOT TO SCALE 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION W 2x6's@16"o.c. TYP. ROOF CONST. 2 x 6's @ 16"o.c. -2 x 8 ROOF RAFTERS @ 16"o.c. VERIFY ACTUAL ROOF -5/8"COX PLYWOOD ROOF SHEATHING PITCH IN THE FIELD -ASPHALT ROOF SHINGLES 12 . -15LB.FELT PAPER 12 -11"BATT INSULATION - 10 Q 6 @ FLAT CEILINGS(R=49) W -2 x 12 RIDGE BOARD 5/8"PLYWOOD 1 •SIMPSON H 2.5A HURRICANE CLIPS c AT ALL RAFTER ENDS O1 -ICE/WATER SHIELD AT BOTTOM TO" TOP O PLATE 2 PROP-A VENT BETWEEN RAFTERS W O F x 8 s @ 16"p.c. _ -WIND WASH BARRIER BETWEEN RAFTERS 2 x 8's @ 16"o.c. TOP OF PLATE -ALUMINUM DRIP EDGE TYP.1/2" GYP.80.ON �/ `\\\ 1 x 3 STRAPPING @ 16"o.c. T 1.P.WALL CO NST. `5/8"FIRECODE GYP.BD. 7 _ ON 1 x 3 STRAPPING @ 16" - d.�.a Z - 1.2 x 4 STUDS @ 16"o.c. o.c.IN GARAGE - EXRANDED ! „ W 2.1/2 PLYWOOD SHEATHING LIVING 3.R20 SPRAY FOAM INSULATION GARAGE 4.1/2"GYPSUM BOARD m 5.W.C.SHINGLE SIDING O1 V J FIRST FLOOR TYP.3/4"T 8 G PLYWOOD 6.TYPAR VAPOR BARRIER - FIRST FLOOR W SUBFLOOR SUBFLOOR-GLUED&NAILED -,, � V` S�1<'bS�NtCD 'I�:T' h1'�"F{T��' SUBFLOOR ® u W 2 z 85 @ 16"b:c. 5'•JiALl.-o"t-5 7 j"`Ll�-I� Y `�' �H•>�tiLS - ———a"CONCRETE SLAB W/ — —-— PT.2x6SILL 4' 6 x 6 WWF IN THE TOP 1"CLEAR Q W/SEALER `` SLOPE TOWARDS O.H.DOORS TOP OF FOUND. J Q NEW R30 SPRAY FOAM Y" &10 MIL VAPOR RETARDER INSULATION "' - '� / F z -rL)PTYP. z cam— Ll.! WALLS S CO8"X 29''C O CRE TION NEW FULL WALLS G TO 4'0 CONCRETE c FOOTINGS TO 4'0"BELOW GRADE BASEMENT W1(2))#4 HORI O TALBA SATGy"jtn— o `J 3: E L) DAMPPROOF WALL BELOW GRADE ;'4"CONC.SLAB W! ,F 10 MIL POLY UNDER Z Vr•^' I~ B SECTION @ GARAGE SCALE : A SECTION @ LIVING A4 -- 4P<N�PMa4� 1/a11 = 11-0° = MICHELE yG", A4 CUDILO STRUCTURAL yo DATE e W 34774 ° 2/8/2019 I �SSIONPL�G T n Q c J ' J rn LLJ Q CD C)Oo �`LL lI �21L Q W ct �CnWN 3:Lu ap GABLE ENO ,, W 0-O 12 omQ-- 4-1 3/4"x 14"LVL BEAM Q 9 U d C 0- WI x 14"STEEL FLITCH PLATE TOP OF PLATE 2 x 8 CEILING JOISTS @ v EXPANDED;; LIVING FIRST FLOOR SUBFLOOR _u Munoz: 2 x 6's;@;16",o.c. EXIST.6 x 8 GIRT -NEW FULL BASEMENT i J A REVERSE', SECTION @ LIVING ui i ® � LL 11J O U ui clf ® a ui CU L LI Q �' Z. (D ti SCALE : 1/4" = 1'-011 DATE :(� v F�y9, 2/8/2019 No 34»�L y 4 A%.; • ' �9�/.STEREO FQ' N --100--EXISTING CONTOUR 0 R x 100,98 EXISTING SPOT GRADE �GolfCouse o� ® W EXISTING WATER SERVICE �° G EXISTING GAS SERVICE -6.H.W-OVERHEAD WIRES s S .05 �,e5 0 9`a P LOCUS 2p323s, TEST PIT BENCHMARK. FP, fP 295�. LEGEND N R Po• • 0 0 Je x 27.72 1 Pie N O 7 O Ch. LOCUS MAP ��� NOT TO SCALE �R 27.78 x 28.30 a� I •x 29.?4 28.31 I 1 I i l � .-h 28,90 -E 29.15 I \o4p ► + 28.54 + 29.31 x�9.05 a°ej STUMP3FT 0 28.65 INSTALL VENT, IF REQUIRED m� CONSULT WITH HOMEOWNER 28 7 ,TP-1 FOR VENT PLACEMENT 20, f!_-��_3.5 -� x 28.90 W ��.7 O Q PROP SED S.A.S._ ;:� EXISTING CESSPOOL N OfP 20 O = N N CONTRACTOR SHALL PUMP, I: :: : '_. :' - / N U FILL WITH SAND & ABANDON + 28,53 // Z x 29.08 N x 000 N 29.11 ,PROP.---}. .-_-, _ --- - M SEPTIC TANK BENCHMARK 29.47 BM _ `_ + 29.60 CORNER:OF DECK ' EL.=32.48 v 32�4 N x.30.28 2 29.70 Co \ SEWER CONNECTION x ' x 30,92 INV.=98.2(VERIFY) 29.52 wa DECK • 30.00 IN BH 31.08 \*+ 29.87 �x 29.95 X. SEWER A INV.=28.55 7/ TING PROPOSED �1 GARAGE / ® HOUSE (,#74) & ADDITION f GEN T.O.F.=32.3f" FF EL.=33.2k j � I )x 29. 30,82 - I 30.50 30.77 0 29.40 29,79 0 \ LAM W 29.23 ,C) LOT, 11 29. 5 19,047 ±SF. ~ G� OF Mqs I x 29.30 90.00 o PETER T. UTILITY P❑LE N04:37'S0"W McENTEE UTILITY P❑LE v CIVIL YH D G ❑ 0 No. 35109 28.89 29,13 edge o29.17 Pavement 29.48 29,61 29.68 OWNER OF RECORD SCUDDER ROAD SCUDDERVILLE REALTY TRUST GAVRIEL, ELIZABETH A TR OS SCUDDER ROAD PARCEL ID: 140-025 CTERVILLE, MA 02655 Engineering by: SCALE DRAWN J06. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. , =20' P.T.M. 144-19 74 SCUDDER ROAD, OSTERVILLE, MA 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 3/21/19 P.T.M. 1 of 2 Prepared for: Elizabeth Gavriel, 74 Scudder Rd., Osterville, MA 02655 i' NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=25.8 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET &OUTLET AND SET TO OF FINISH GRADE INSTALL RISER & WATERTIGHT PROPOSED S.A.S. 6" COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=32.3f SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=30.8t IF EL.=29.0t INSTALL CHARCOAL VENT F.G. EL.=29.3t F.G. EL.=29.0t IF >36' BELOW GRADE MAINTAIN 2% SLOPE OVER S.A.S. L = 27' SET PIPE LEVEL FOR 2' @ S=1% (MIN.) L = 13' L = 23 4"SCH40 PVC @4"SCH 0(PVC) @4"SCMIN H%(PVC) 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) 14" s� 2' EFF. aaaaaaa INV.= 48� uoulo DEPTH aaaaaaa --3/4- TO 1-1/2" DOUBLE 27.25 �V� 4' 4.8' 4' WASHED STONE ABA INV.=26.17 PROPOSED INV.=26.00 GAS INV.=27.00 D-BO EFFECTIVE WIDTH = 12.8' X INV.=25.30 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS CONNECT TO EXISTING SUITABLE.SEWER SURROUNDED WITH STONE AS SHOWN PIPE AT HOUSE, INV.=28.55f(verify) H-20 RATED TOP CONC. ELEV.=26.4t BREAKOUT ELEV.=25.80 NOTES: INV. ELEV.=25.30 RNAeases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & Maaaaaaaaaaa INVERTS EXITING.HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=23.30 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 3 x 8.5' = 25.5' 4' 4' OF NATURALLY OCCURRING TRUE TO GRADE ON A MECHANICALLY COMPACTED EFFECTIVE LENGTH = 33.5' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=18.3 _ J 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL isnNcl BOARD OF HEALTH AND THE DESIGN ENGINEER. HOUSE (#74) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): DECK ,Ex K 1) A 3' variance to the 3' maximum cover requirement, for up to 6' of max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 00 4. ANY CONDITIONS ENCOUNTERED' DURING CONSTRUCTION DIFFERING �- ^OtK FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN _ _ N ENGINEER,BEFORE_CONSTRUCTION-C-ONTINUES.----` _ � 5. ALL ELEVATIONS BASED ON NAVD88t. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 00 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS j PROPOSED S.A.S. 0 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 1 C. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. - SEPTIC LAYOUT 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH. CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. SOIL LOG 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. DATE: MARCH 21, 2019 (REF#15,926) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) DESIGN CRITERIA WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT ELEV. T P- 1 DEPTH ELEV. T P-2 DEPTH NUMBER OF BEDROOMS: 4 BEDROOMS 29.8 A 0" 29.9 A 0" SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) SANDY LOAM SANDY LOAM 29.3 10YR 4/2 10YR 4/2 DESIGN PERCOLATION RATE: <2 MIN/IN B 6. 29•4 B 6" DAILY FLOW: 440 GPD SANDY LOAM SANDY LOAM 10YR 5/8 10YR 5/8 DESIGN FLOW: 440 GPD 27.3 C1 30 26.9 C1 36" GARBAGE GRINDER: NO-not allowed with design SILT LOAM SILT LOAM LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 10YR 5/8 10YR 5/8 25.3 C2 54" 25.6 C2 51" 74 GPD/SF PERC PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 46"/64" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED F-C SAND - F-C SAND USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 10YR 6/4 10YR 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185*2 S.F. 18.3 138" 18.4 138" BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. PERC RATE <2 MIN/IN. "C2" HORIZON TOTAL AREA:.............................................................. 614.0 S.F. NO GROUNDWATER ENCOUNTERED DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 144-19 12 West,Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 74 SCUDDER ROAD, OSTERVILLE, MA (508) 477-5313 3/21/19 P.T.M. 2 of 2 Prepared for: Elizabeth Gavriel, 74 Scudder Rd., Osterville, MA 02655