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HomeMy WebLinkAbout0531 OLD MILL ROAD - Health 531 Old Mill Road Osterville s m I m m A = 144 — 010-004 I /r TOWN OF BARNSTABLE LOCATION S 3t 0141^l/1-P41 SEWAGE# ACD/6-3 l{ VILLAGE 06 ePtA4 ASSESSOR'S MAP&PARCEL /yy' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /S-DOCa/ [9-(0) LEACHING FACILITY: (type) Soo G*4,CtA-,6cR C3 (size) 33,s`Y, ta.83 `t /r ;2.0 NO.OF BEDROOMS OWNER CP.ALG Cv�iS PERMIT DATE: OC7,l3 0 16 COMPLIANCE DATE: rz 'aOL 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 a � � � 3 ,2o` a. c far 30, / , t No. 6 l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for 30isposal bpBtem Construction permit Application for a Permit to Construct(V/ Repair( ) Upgrade( ) Abandon( ), omplete System ❑Individual Components Location Address or Lot No. � Owner's Name,Address,and Tel.No. 61,e Assessor's Map/Parcel 14 y- /O—5/ ,f Installer's Name,Address,and Tel.I�off. I,p,_� De finer's N e,Address, 8 TeL o. d,o$-a a'y,1'y/ �evice V-� C.e.�l�.sTes Ikx�.✓� c�+tnec_k#'V er, os'Tcr4t a3R. Hk Type of Building: Dwelling No.of Bedrooms Lot Size 1.39�y�i sq.ft. Garbage Grinder(114; Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y�/a gpd Design flow provided y� gpd Plan Date�r a O16— Number of sheets Revision Date Title Size of Septic Tank IS"O o G9 Af 010 Type of S.A.S. .3-S��G�9�F�D�•/ U/ y�y.QS Description of Soil Aj kw/ Aci Nature of Repairs or Alterations(Answer when applicable) /6-D0 'd0 d @pia�_Chti �:D Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Health. Signed RDate OC%-'100.01G Application Approved by eY Date f %7—A Application Disapproved by Date for the following reasons Permit No. v Date Issued No. G ! C' 36 Fee / 4y THE COMMONWEALTH OF MASSACHUSETTS Entered incomputei: / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppri ation for Disposal tN6pstem Construction Permit -__ Application for a Permit to Construct(vj� Repair( ) Upgrade( ) Abandon( ) []C mo plete System ❑Individual Components Location Address or Lot No. f,3/ / /1i//�i Owner's Name,Address,and Tel.No. -TU '- t/3 Assessor's Map/Parcel ( !(y. �U-1 Vj/i1 r--� /,4/t o Installer's~Name,Address,and Tel.No.. �G7�, �6 Designer's Name,Address,aid Tel. o. 3 6d • 41 ,4// �r-4CC tRC.GC�1.Slc� J�dA.� (�� w.\ C-Y��c �y�1;1FrrY �f 1 Y A 1, sT. r m !'l U a .� Y Type of Building: Dwelling No.of Bedrooms Lot Size 0 9W sq.ft. Garbage Grinder(/r/$ Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures Design Flow(min.required) 41'4/6 gpd Design flow provided ys� gpd F Plan Date uc • 7� .�U/5 Number of sheets / Revision Date Title Size of Septic Tank 5-0 0 Gal. Type of S.A.S. 3- J-00 661 Floc l b// W u 2S • Description of Soil Nature of Repairs or Alterations(Answer when applicable) $U 0 C4 �O S 2 ') 1 c A 13)�S — SuU C,fl `v: `e v�c t( IV j1jC/aS C..!1 I�l { S1 o ti C 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 OC%- /d!d b/� Application Approved by Date /U. /,7—/4 Application Disapproved by ' Date for the following reasons tea,, Permit No. a Date Issued /U -------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ' THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(j/� Repaired( ) Upgraded Abandoned( )by S�1 c„�n 'Y, coy _ at $ r ) � /i i� '�p% O 5�r�Y, , I Ic has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..2 o/6 '/dated � /o- ; Designer _0 Eg—( ra t✓1S #bedrooms �� Approved design flow L l/o gpd The issuance of this permi`shall not be construed as a guarantee that the syste�m will finch,,n as e gned. - Date �J Inspector..._-. \ - ----------------- ---------- -------------------------------- ----------- ---- ---------------------------- -- --- ------ ------ . . No. /( q Fee / S� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstetri Construction Permit Permission is hereby granted to Construct(v J Repair( ) Upgrade( ) Abandon( ) System located at :5 C) P and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply tilh Title 5 and the following local provisions or special conditions. ` Provided:Construction must be completed within three years of the date of this permit. Date Approved by ^! �s !s ee f � C r✓��r� S of 4� i Town ®f Barnstable .�VEr bo Regulatory Services Thomas F. Geiler,Director BARNSTA13 r 9 M, ]P MAS& $ ublic Health Division�,op 16g9. k�e �D v Thomas McKean,Director 200 Main Street,Hyannis,MA 026071 Office: 508-862-4644 Fax: 5M790-6304 Installer d& Desk ner Certification Form Date:. 28 t$ Sewage Permnt# Q (�3 Assessor's Map\Parcel Designer: DnaCrx, (NOiN N(4 lnnstaller: uee /�/TG�('e�+,/�/,5�� Address: q3a MAIN e2r( �,_ Adslres� '5A orel l n& Cff r&6rve'ti� 75- d s �� On /w'p91lif was issued a permit to install a (date) (instaXW septic system at 531 OLb M(U.P_b F 05rMVIU� based on a design drawn by y� (address) 11fiiU Lq. Q e��f � dated �+evis e -1<e' I7 . (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. V 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. NS OF'td,4 O g° DANIELA. OJALA (Installer'sSignature) CIVIL cn No.46602 (Designer's Signatut ) (Affix Designer's Stamp Here) 4 /J1 PLEASE RETURN TO BARI,TSTABLlE PUBLIC HE,ALTH IDMSION. CERTIFICATE OF COWLIANCE Wr L NOT BE ISSUED UNTIL BOTH TINS ]FORM AND AS-BUILT CARD ARE RECEIVED BY TBE BARNSTABLE PUBLIC MALTI-I DMSION. THANK YOU. Q:Healtb/Septie/Designer Certification Form 3-26-04.doc C . _ J Town of Barnstable P# Departinent of Regulatory Services � p a Public Health Division. :, Date AM .2639. 200 Main Street, annis MA:02601 Date Scheduled. '' `, > f.. Ti'me .. Fee Pd. Soil Suitability Assessment for Se e Dis Performed B H � ` .��1�1AS, �c Y: Witnessed By.'I LOCATIOP�8j GENERAL INFORMATION . Location Address •4 ft J /h a�� Owner's Name S co 53( oS�1 V Address Assessor's Map/Parcels ' LJ !�jO. V.� �/ Engineer's Name 1 NEW CONSTRUCTION REPAIR Telephone# JL Land Use �� Slopes(%)__ zd e+3: Surface Stones �d Distances from: Open Water Body 'iJ. _ft Possible Wet Area . l ft .Drinking Water Well ft Dralhage Way fi Property Line Gf ft Other SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 40 l .._. -,...„ ""'...err�,. `�'.a`•.a (jp - `` •'.�. - �. ''�",�,^y•M,``'° J -�- .'�•�` ,�... .�''"ter^=..".�.."`:ry.,`Ij ! R � '°�.�.,� `��, •, soy,. � ���,. '� ,.��-P .��r`- ; ;,i°,�, � � -�—.. Parent material(geologic)Q07 Ja/' "q Depth to Bedrock Z t Depth to Groundwater Standing Water in Hole: E Weeping from Pit Pace Estimated Seasonal High Groundwater f DETERMINATION FOR SEASONAL:HIGH WATER TABLE %1Cif od Used: - Depth`Observed standing in obs.hole in. Depth to soli mottles: In. Depth to weeping from side of obs.hole: in; Groundwater Adjustment ft. Index Well# Reading Dato: Index Well level . A4 factor, _.: Adj.Ormndwater Level PERCOLATION TEST, Data ab z Time ' o Observation c� . Hole# 3 Time at 9" . ` Depth of Pere•- '7�2 `, . J Time at 6" ; Start Pre-soak Time @ U•y� Timo(g�0-hn) End Pre-soak Rate IvlinJlnch Site Suitability Assessment. Site Passed. ✓ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observtition Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1.00'of wetland,you.'must first notify tl[e Barnstable Conservation Division at least one(1:)week prior to beginning. Q:\SEPTIC\PBRCFORM.DOC , DEEP.OBSERVATION HOLE LOG dole#; Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnue4re,Stones;Boulders: tsistelicy %(}rkvell 3 0 2 L_SX DEEP OBSERVATION HOLE LOGHole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.). (USDA) (Munsell) _ Mottling (Structure,Stones,Boulders. en DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil . Othw Surface(in.) (USDA) (Munsdll) Mottling (Structure,Stones;Boulders, Consistency, 3 0 DEEP OBSERVATION HOLE LOG •Hole#T . Depth from Soil Horizon Soil Texture Soil Color' Bolt Other Surface(in.) (USDA). . (Munsell) Mottling (Structure,Stones;Boulders, 2-f3 - L S 7• rY�y�:. . Flood Insurance Rate Map: Above 500 year flood boundary• Nor Yea Within 500 year boundary No '� Yes Within LOO year fload boundary No. Yeses Depth of Naturally Occurring Pervious.Material Does at least four feet of naturally occurring pervious material:exist in all areas observed throughout the area proposed for the soil absorption system? ' If not,what is the depth of naturally occurring pervious material? Certification I certify that on .fi I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the .above analysis was performed by me consistent with E. E the required train' g,expertise and experience described in 410 CM 15.017.` - Signature ' Date QAS•L+P'i'MERCFORM.DOC rza - NNIN GABLE ROOF 4 ® - ExreNOs a BEYOND WALL F ovE._ 4 F o vE ' E G OVE ANDERSEN E C ABOVELl h F E d 7 , 4 � f-r ad s t? tzi ANSCA,ABOVE O tP 1 WNDOWS4D " �• q q ooRS D!N ' U, tlfnmvsx�;.cww•w nmrynw 4'awa,,A NOTE THIS SECQC TTHEON AREESEETTO T TO I'�NMxmwunx�nuww m4vu,a ,uwrww ma —1 N NWTCH THE HEADER HEIGHT I {EF, R \ °t ••C� _ ¢ , yt} BUILTN OHHEE FRENCHDOOR I -J 9NK I L{ fOOP • , d t 1C I I �� 1 ON 1 �M\ WEHNNG \ 41 IS..— I 1 ZdI I ' ,rd tY.45IB• �. —_J \ \��\.PROVEGREA •. . �,, JJAFF CLST. qg e y1 L� �� ROOMT VNEFTFY�T�T6 1 • BEDROOM#1 -( ��! NAULTED CEILING) IETARS WONMER) d� 1 h \ \ �_• N�$ CK OF CHAIRS G.C.TO COORDINATE E13•FROM O^ I I • l 'QA^QSTM - A• OMENS—S WA L II `. 1,..•. o . 1 RREPUCEUNR ' �Ux� ,¢ 1 I �.... �' ,I gU i I PON,vvrrvwn / a�•� � �•�\kr n �� - _ - .;BI11LT IN 21 E I L_____ �A a BATH 2 • ,nq' BE R 2 �cama - .,.vurfimmeaBRwruzvAoaaw,xx, `..___ �- �?-z n• z-z yr� z-0 sir• - ' �, .. LINE OF F •«+',3'A aA o\•HN; - , EDROOM#3 9 g FLATCEILING \ my e �n \ �"� 'r ., u1g 4N�/SHWA. I GP.aB• ... 11 ,. � �.A!M,.. \ ��°. \hy. �. 1 r MASTER . °,1. / s :.P „•-„ :-,P R 4-, M, m a� °� \ F N CLSi. T.' FOYER S� J o °m g1. A,\•y - rb .ay' •.A, !S \`y /��, A y5° / BATH 1 I I FLAT CEILING) ww�Y DESK CLST. DINING ROOM `\ R', ':,h- �itlN;;� 0 •-0ta ,2• 4 � xNA� w. 'ho,� - _ ow � .\\\.,N _ LAUNDRY �C $ ROOM . - /�l •. 6� - uy 6'� CABLE ROOF EXTENDS O OVER STEPS 6 LANDING MAS \ - A°B•EDROOM ® �•V'Y e -0AA d 1 ShGN98ER SAATTGUNED NTSGO A OTHN O18UG•SoAE.e A.W WBAE LiLSG I•D E® 4°P `\\ UNDER%'TYPEXGWBLI-LED EDGES I Ir—MEW •bu '\\ m v 'a� flu , /,' - \``b - - . f STEEL BEAM IN G—GE e TO BE WIUPPED IN, Au i, FOR, N.RANX GARAGE E n,tl� FIRST FLOOR PLAN MAIN HOUSE AREA:2,990 SF GARAGE AREA:1,148 SF i ' LEGEND: j i' P NEW CONSTRUCTION � `'�:q o',�" • ' OO SMOKE DETECTOR © CARBON MONOXIDE DETECTOR. ®. HEAT DETECTOR 16 THE DESIGRERSHAUSAIRE NOTIFIED OUN IF ANY ^ SCALE : DRAWING NO.: • THE DES OR OMISSIONS ARE FWND ON COTUIT BAY DESIGN, LLC TIESE DRAWNGS PRIOR TO START OF f ®�® 43 BREWSTER ROAD ODNSTRUCTION.THEBUILDIHG CONTRACTOR NEW :HOUSE FOR: IN BE RESPONSIBLE FOR THE CONTENT 1/4"- 1'-0" N THESE DRAWINGS IF CONSTRUCTION Xy MH.(508 ,M-1 02649 THESDRAWNTHWTNOTFYINOTHE CRAIG CURTIS Al PH.(508)274-1166 DESIGNER OF ANY ERRORS OR OMISSIONS. $ 1XESEDMWNG3ARESOIELYFOR HE USE DATE FAX(50 )539-9402 OF THE OWNER NOTED.ANY OTHER USE OF THE4 'MOWNG4 REQUIRES THE WRITTENOLD MILL ROAD, OST.ERVILLE, MA . 09/09/2016 - ODNSENTOFTHEDESIGNERUNDERTHE �^ ARC NTECTURALCOPYRIGHTPROTECT,ON '[/_l - Rr�` 13.S iTr _ atf'Ih ,Sd 13'-9 t12 - - Aw' Pf B.B POST PT B.BP ST ,P SONONBE FOOTING J UPTOROOF LP TOR OF IP BELDOW GRADE USE�SES TO - -V - � SIMPSON ABU BB POST WEw %-MCHORBOLTTOANCHOR `J POSTTO FOOTINGS,TYR e n - DOUBLE RIM BOARD - . AT BASEMENT WNDOWS.TYP. sS I I m NNDOSL--_ "a BASEMENT - y�° / ,�w',7p nllw o�q;�N�Y�W2�1&?I�4�lI'�7�ti, w q�i,l�F�a61tR �� — — — — • - 1)IN ADDITION TO THE DETAILS INCLUDED IN THIS SET OF DRAWINGS,THE ' t AND FRAMER SHALL REFER TO THE ENGINEERED JOIST MANUFACTURER'S REQUIREMENTS B INSTALLATION INSTRUCTIONS. / I CONTINUOUS 11 T/•TJI230e®1B•o.c ' // / 5 '� -- -- -- --- - \ j\\ /�, "'�3b" \\�'''• 2)DOUBLE JOISTS/INSTALL SOLID BLOCKING BELOW KITCHEN ISLANDS, - / NEW FULL o efm, �/ q J ), \ LARGE APPLIANCES,TILE SHOWERS,BATHTUBS.BUILT-IN CABINETS,ETC. ' BASEMENT yy I sEENOTEz, I � /1 / ?rl p-LONGSUB WER B MIL f i THIS AG J. \ ��. \ � _ 3)INSTALL DOUBLE RIM JOISTS AT ALL BASEMENT WINDOWS E' VAPOR BARRIER PED L' / \ - ' • Q- / Vf Q)1�TO1VCLVL nl SEMAS)Z.Tfi95FAREA ly y \ A, 4)ALL LALLY COLUMNS SHALL BE 4"O.D.UNLESS NOTED OTHERWISE. / ♦h CROPPED SEMI A \ p \ °' m TAB• •T /�+ \ 6)ALUI.LLY COLUMNS SHALL HAVE SIMPSON LCC CAPS OF APPROPRIATE ' ' ' WIDTH,ATTACHED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS • ; '� // �// \�, \ 1 )I J91L'S]H:J.nnBDrrJ:cJ)F201� Jr — � ),�`,®ryL�rL I " %,�• \\ -_ C, Y6` ✓n. ct�1y111%•LM. T -'-F O�Pf'D 9EA}.1 � � \ v •. . CO CRETE L.. i}.J i ZI•.eek1P STRIP 81 FOOTING !LMLY COL. LL WNC.FTO. ON.I.6 UP TO CONC.PT i / \ L j \ T RO \ 'lyl/ GANGED SNOPOST .t wro CEILING OF BEAM r Y COL. SY.•IALLr cola r - / ,,\ ONJ.B UP TO WJhe UP TO) S ./l - / /u.N$rALL(!)88 HORIL BARS. I I CEILI GOEAM CEILING BEAM • J ��IFfG +p Q".d Sl 5¢ / ,I• \ Ir LONGER THAN C-C.TO VE \, "TI•.zIY10• y�,YGpFJ Cl ^ / „q . OPENING,T ABO OPENING, �NC'TC'' - y� O r LALLr coLUMN MOP TOP OF - / ATDOOR - .e,�� i TrPI b�•.,Ir / '°' I �f I >? \ k \ / H / - \�" 6\\�. - - \ CO.G ' \ mqc. \ A / / I phhY15' H�b1� WN llgl�ul/IHNIIdVGMdIAk'NrD�7khA,I I A % / GIR GE .wwA OTT8B ---------------- SA SHEATING T�•wSP. - $sI;L•.oP.DO.S ATSOTNrn.sFmR\tl A A ) AgA \\ ON GARAGE SIDE $iEEL BEAM ABOVE, \ (, NNOER WT/PE%GM).NAILED SEE DETAIL ON SKI \ r/N \ • - .., -/ i / S-0•. _M'd B-0• \ 4 \ /;3�P .� //� 6e.o EDGES--------- \ '"\\-; ,, �M/•/ PT..POST Pf8""T 6 LP TO ROOT \ LP TO ROOF MEW,P 90NOTUSE FOOTNGS • \\ ry I / `\ CNZr GUM BIGFOOTBASESTO /O•BELOW GRADE USE SIMPSON AS U 88 POST BASE w - \'' N/ / STAIR OPENING NAILING' 'I \ '��^, •BEMI dI '/ SL•ANCMOR BOLT TO ANCHOR - Y / A //' MOOR SHEATHING SHALL BE NAILED • \ IAIp \ �, " \ PKT. POSTTOFOOTINGS,TYP. �+ - \\ ' '4 y/,�l // Q3•o:.TOFLUSHLVLBEAMSB `- \ TYPICAL SOLID BLOCKING / - - \ .7♦' / \ \ . • / � / \ \Q� IOOSSTS AROUND OPENING . \ V =STS.OUT31OE Two I / - 6-,• 11'40• 6-1• „ T( . JOIST BAYS y / _ LVL 0.IMBOA AT' 's \ GARAGE IN \ \ STAIR OPENING ��� `\ 610 5E INTERIOR AREA) S,L•POT TM FR - SIEPOSTM FROM IEW/-COF SLAB. r T—ARHREINFR..USE SREL BEAM ABOVE. \ � �¢ P - \ �`\ N TOP 1.OF SLAB.SLOPE r TOWARDS DOORS.USE SEE DETAIL ON SKI \ \ MAASPHALT TERIAI-TDLL SLAB EDGES SCORE SLAB FOR FOUNDATION MST FL. FRAMING PLAN DEMONS PER L TOMY. IN.CREATE COMPACTED OFI \ � \^ SECTIONS PER BAY.MIN.,r COMPACTEDFlLLUNDER \ o \ �`\ HEW SLAB.PROVIDE EMBEDDED,r.•GALVAMZEp • \ l-Aq \ A `Y\ a RPE EDGE DETAIL AT OVERHEAD DOOR OPENINGS / ,dG @.1ST.AREA=3.r395F(INSIDE FOUNDATION) 1 ' \ ``\ GA RAGE ANCHOR BOLTS 1O BE SPACED ATTPon- Y, POST ON.FROM STEEL BEAM ABOVE. � - - .. \. IJn \ GETAILONSKI - A -. \ � IS emu'• � F' NSTALL SIB•SIMVSON TTEN HD ANCHOR BOLTS AT S CONCRETE a CONC. 3-9'o.c.MAX M SIMPSON BPS 8/&G BEARING PLATES piA MALLS w1042A•CONC. PLACE BOLTS WTIIN C-,3.OF EACH L IRNER AND . \ rygy \ FOOTINGS TOI BELOW P.T.LBLEOGER BOARD BOLTEDTO TDAB'MINIMUM DEPTH.BOLT LENGTH 1510•.. I \ `✓' \\ .GRACE wl9KI KEY - I. SCUD BLOCKING w1WOS 9° "�• I \ \\ • - ' / (� / LEDGERLOKS®18•oa,w JOIST HANGERS,TYP. O 'S N FLA SHING \ ``\ U 1 NOUSEWRAPb DECKING pSOP TOP OF FOUNDATION EC,fING \ �`\ AT O.H.DOORS 8' S• NSTALLNB'SIMPSONTITENHDMCHORSCLTSAT Z-0'o.a A1A%.WI SWPSONBPSW48EARINGPLATES - I MCKING \ ``\\ /\ STRUCTURAL LEGEND PTo FROM MAC E BOLTS MATIIN S-150F EACH CORNER AND w \ / \ S,EEL BEAM ABOVE,' TOAO•MINIMUM DEPTH.BOLT LENGTH IS IV. Q R000.JOISTS \ � % 1 SEE DETAIL ON SKI DROPPED BEAM .- 9� 9iz +� .. ,. \ >, O P.r.z.e'.®,sP.c --FLUSH BEAM ' z•a o.c. - ■ POST UP 8 DOWN _ -- o INSTALL PEEL STICK RuS.ER.EMSRANE ® SQUARE POST DOWN N EBEINIMNLEDGERA p ROUND POST DOWN O i P.T.Z.BSILLWSEALER i P.T.I.SSUWSEMER -P.T.2.BLEDGER BOARD HAG BOLTED TO ■ SQUARE POST UP a Soup BlocagG MD)LECGERLGKBOLTS -• ROUND POST UP o 18--MJOISTS HAINGERS 1A SKEWED HANGER•• - '"',;; ''NA`// - MAIN HOUSE PERPENDICULAR HANGER \ >, GARAGE ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL TYPICAL DECK DETAIL HANGEI35HALBEDETERMNEDBY NELpMBER YPESBONGLGAWEL>m.IF /� NINGER TYPE IS IN QUESTION,LONTAGr STRUCTURAL ENGINEER FOR / QARIRCA DON.ALL HUNGERS SHALL BE INSTALLED TV ACHIE1,16 LOAD VALUE \ ' I� THE DESIGNER SHALL BE NOTFlEDIF ANY 3yn DRAWING NO.: (\ COTUIT BAY DESIGN LLC ERRORS OR OMISSIONS ARE FWND dN MILHELE c; �U® THESE ORAWNW PRIOR M START OF NEW HOUSE FOR. LOOILG - SCALE : CONSTRUCTION TIE BUILDING CONTRACTOR Na.SITTI 43 BREWSTER ROAD WLL BE RESPONSIBLE FOR THE CONTENT STRUCTURaL 11 N THESE IMNGS IF CONSTRUCTION. L.. /�T� 1/A II MASHPE`E,M-1 02649 COMMENCES F MT.Y OR l OG THE R//�L� I I Y �� ' PH.(508)274-1�66 DESIGNER OF ANY ERRORSQgaM15510N5. CF V SIG CURTIS DATE . FAX 88 THESEOMWNGS PRE SOLELY FOR THE USE V�V� FAX(5O ,539-9402 OF THE OWNER NOTED.ANY OTHER USE OF COSENT OF THSREQUIRES IGNERNEWRITTEN ILL ROAD OSTERVILLE, MA 7 09/09/2016 CONSENT 6 THE DESIGNER UNDERPROTECTION O L D M 1 ARCHITECTURAL COPYRIGHTPROTECTION 9/13/1B STI_ ONLY ACT OF,990. ' I COMPONENTS SHALL BESYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES LEGEND COMPARABLE MEANS FOR FUTURE LOCATION. ��� od PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT 70 � 1. DATUM IS NAVD 88 5 R 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE B`I 2 PEASTONE OR GEOTEXTlLE 2. MUNICIPAL WATER IS AVAILABLE ` o X EXIST. SPOT ELEV. *THE INSTALLER SHALL VERIFY THE \ ,oP FILTER FABRIC OVER STONE LOCATIONS OF ALL UTILITIES AND ALL 43.0' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 39'-38' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. c PROPOSED CONTOUR BUILDING SEWER OUTLETS AND 3 !9e•4 PROPOSED SPOT EL. ELEVATIONS PRIOR TO INSTALLING ANY NOTE: 2" MIN. WALL BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS o o 0 o y �� ��� THICKNESS REQUIRED TO BE AASHO H-2Q. � 1 PORTION OF SEPTIC SYSTEM RISERS (1YP.) PRECAST RISERS 2'f 4-OSCH40 PVC MORTAR ALL H-20 R !o� TH1 B" MIN. SUMP PIPES LEVEL 1ST 2'. 4• COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. ain TEST HOLE 12" MIN. INT. D�1. �ENDS % a (TYP.) I V'S 35.0 SIDES 36.0' St' ,.,,•.• 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH *39.2' '` ` `''�` 310 CMR 15.000 (TITLE 5.) 10" 14" i °o°o°o°o 2� SLOPE OF GROUND 38 9rJ' 15W GAL H-20 �E 38.70 SEPi1C TANK o 000000 0 0 0 0 0 'o°oO ° ,00000000 4• �p •000000000aoo WATERTGHT VBOX 'oo°o°oo$ '°o°o°o°0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO c UTILITY POLE ACME OR EQUAL GAs eAFFLE '-�����^�^�-' FOR LEVELNESS : °°°°°°°o °°°°°°°° • ,o°O°o°g° pmm8 MINo°o°oog° BE USED FOR LOT LINE STAKING OR ANY OTHER N 35.27' 5.10' >°o°o°o°o :oo°o°a°o 33.0 PURPOSE. FIRE HYDRANT ;: . • r77 Main A •' :: o0000000000000000000000000000000000000000000� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAMANO CV IVW 1 1 ,00000$o�g000,g,q,nQca00000�o,°o,°,000,�,g;o;000000 " " LH-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL ^ 3/4*-1-1/2" DOUBLE WASHED STONE 4 MIN. • ,� (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED ' ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND Nantucket • �_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' o PERMISSION OBTAINED FROM BOARD OF HEALTH. i IVW 5 COMPACTION. (15.221 [21) Sound N 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE CRAIG DENT OOMBS / 1 14 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP GROUNDWATER EXPECTED PRIOR TO COMMENCEMENT OF WORK. OC ( 2 % SLOPE MIN.) (2•7 x SLOPE) ( � x SLOPE) AT EL 10t SCALE 1"=2000't D 122 PG 12 � � ieI•t'd'tAf"� ` \ MAP 44 PCL 1 1 � A �8p 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE frA REMOVED V BENEATH AND AROUND THE PROPOSED s�8 SF • \ FOUNDATION 11 SEPTIC TANK 126' D' BOX 12' LEACHING \_ �b� LEACHING FAclurr. ASSESSORS MAP 144 PARCEL 10-4 r FACILITY -f" 1� �,�i0�,,p0 I 12. WETLANDS FLAGGED BY HAMLYN CONSULTING o LOCUS IS WITHIN FEMA FLOOD ZONES AE ' s �o�0 ��S ` t �� (EL 10) & ZONE X (AREA OF MINIMAL S �� FLOOD HAZARD AS SHOWN ON COMMUNITY •� \ �S r PANEL #25001CO563J DATED 7/16/2014 40 v \ I �'J,d REFERENCES ZONING SUMMARY CRAIG & DENISE COOMBS / S �0' \ DB 25616 PG 335 ,� 7 DEED BOOK 28240 PAGE 57 ZONING DISTRICT. RC DISTRICT MAP 144 PCL 10-2 / •• �� PLAN BOOK 644 PAGE 82 38 �2 ' j9 �, �j PLAN BOOK 640 PAGE 68 MIN. LOT SIZE 87,120 S.F. o F �' ff PLAN BOOK 313 PAGE 96 MIN. LOT FRONTAGE 20' It PLAN BOOK 264 PAGE 62 MIN. LOT WIDTH 100 2 \ • ti 1 PLAN BOOK 243 PAGE 61 MIN. FRONT SETBACK 20' 5 PLAN BOOK 22 PAGE 89 - L.O. BUMPS RIVER ROAD MIN. SIDE SETBACK 10' PLAN BOOK 169 PAGE 75, L.O. OLD MILL ROAD MIN. REAR SETBACK 10' 6 28 PLAN BOOK 561 PAGE 17 A Sss• �_ �• 6 PLAN BOOK 582 PAGE 82 MAX. BUILDING HEIGHT 30' ii PLAN BOOK 617 PAGE 84 o � o,�BF 20 � �6 0 �- �,, CA DAC C MBS / SITE IS LOCATED WITHIN THE RESOURCE 6 �' 6 16 G 2 PLAN BOOK 656 PAGE 78 PROTECTION OVERLAY DISTRICT m COa 48 36 8 P 1 4 L 1 SITE IS LOCATED WITHIN THE AQUIFER �z � ISOLATED VEGETATED " WERAND PROTECTION OVERLAY DISTRICT A \ 40 22 e'er N ` (NOT A ZONE II) 6 44• �Q 0 •'"�'26 3� 23•g2"E SITE 1S LOCATED WITHIN THE C.O.MM. FIRE DISTRICT 3B •�r 9 N�,5��1' 38 32 • • OWNER OF RECORD S6 34' SYSTEM DESIGN. ?'' 4 42 56. 4• S F3 02"EE \.• a CRAIG CURTIS GARBAGE DISPOSER IS NOT ALLOWED 39 JO�F . , STA SILT FE 6 �x x` 11 �ti .• ••�-- � 11 HIDDEN VALLEY ROAD WORK IMI7 LINE 40 Z Q - 2 OSTERVILLE, MA 02655 - EXISTING 4 BEDROOM DWELLING 52 ` ' • SI RI 2.5' N`L- _ o� _ .-_ ¢ •. BACKED DESIGN FLOW: 4 BEDROOMS ® 110 GPD' = 440 GPD 4 o COIR WA b USE A 440 GPD .00 DESIGN FLOW 6 w `I UM IM 23:8' �$� S e 46� ANC' W 1 OO (:a�,. 0 s RI 31. 22 20• RIM 195' rl 24 54� TOWN OF B TABLE 1t P S S GE ��' SEPTIC TANK: 440 GPD 2) = 880 �� QRp 0 FAQ 41 S a W. 28.5 2 ....._ RIM 29. ,o .` ( CTF: 105886 • •r� INv .0 o v' u ` 28 0 � p S 0 BS 42�-./ ` GAL. SEPTIC TANK M 3 PCL 11 2 B X 15 1 USE A 1500 p F \+ 0 O N 13 OSTER LLE M 65 LEACHING: ° ` � w �.--•-- w NHS•3•. '� 824 01 a AP 144 CL 10 SIDES2 (33.5 + 12.83) 2 (.74) = 137 GPD S2 50 ``'f w 34 8 �' > a BOTTOM 33.5 x 12.83 (.74) 318 GPD TOTAL: 522 S.F. 455 GPD 12' OVERALL 3 . o � 1" TOP, 2" BINDER ROLLED THICKNESS 3:1 MAX. CUT "�� [33.03 IM 2. 38 323A 3� AY EM USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS 1 BITUMINOUS CONCRETE ��p I 2 .T 32 3 £ ° WITH 4' STONE ALL AROUND MASS DPW M3.11.03 ds. �RJ RIM 248' 110 CO CCB 12"X3" �'C N6 �� y -� � �� N .� HM RK: \?3' CB Low LOGS S 8" GRAVEL M 1.03.0,TYPE B `•: •°: / 36 Hs ?�v OF AY TEST HOLE G < TH3 �, CB/DH V88 N ?"y�4, 3• COMPACT SUBGRADE ��'' -- LOT 1 C �� �� NA $$ ¢ `�Q2S�8'{w STEPHEN A HAAS, P.E. 3:1 MAX FILL--� '4" UPLAND: 135,734f SF 4 ENGINEER. .S2 WETLAND: 3,707f SF TH4 N6 �L ? S 3 WITNESS: DONNA MfORANDI RS „��: 46 s?'44° 3.2 AC TTL 40 2 ? 44 DATE: 11/24/2014 TYPICAL SECTION THRU PAVEMENT _ ? '38 s"F 8 T �2� S DRC c®T�YPkL` •�°` r PERC. RATE _ < 2 MIN/INCH NOT TO SCALE D 1 46 CLASS I SOILS p 14593 I.P. & S0 16 ~`�,48 SO „ 0 TONES ND, PERRY FAMILY SERIES LLC ?J D 22086 PG 3 50 CB/DH ELEV. ELEV. ELEV. ELEV. ��' MA 43 41 S J ., 43' 0" 45' 0" 4 44' 0" 48' 6 .Q. 0 " o � o 3" O 4„ O 3 6 Q O C FND. A/E A/E A/E A/E LS LS LS LS '� 10YR 5/2 10YR- 5/2 10YR 5/2 " 10YR..5/2 TITLE 5 SITE PLAN r HEAVY DUTY H-20 COVER 9" 10" $ 14 LABEDRILLLL(2)"D1R0 HOLES IN COVER 8" H-20 F&G RIM LISTED B B B B COMPACT BACKFlLL IN 6" CCB OF 52 LS LS LIFTS (1YP. ALL DRAINAGE) 1 LS LS MIRAFI 140N FABRIC OVER H-20 7.5 YR 4/6 7.5 YR 4/6 7.5 YR 4/6 " 7.5 YR 4/6 PRECAST " _ #531 OLD MILL ROAD 28" 40.7 24" 43' 22 42.2 28 45.7 FABRIC LINE ALL SIDES OF DRAINAGE- RISERS SLOTTED 12 41 HOP DRILL (2) 1"m '' o i AS REQ. ADS N-12 OR EQ. HO r 5 BRICK ADJUSTING COURSE SET L INV. MORTAR OSTERVILLE, MA - (TYP.) PROPOSED 2.0' N PERC C C C C H-20 C.B. TRAP LEACHPIT INV. : ' 12"m HDPE PIP PREPARED FOR PERC i� o LISTED tD 6'OX6'-8" SHOREt( r: M-CS M-CS M-CS M-CS H-20 LP OR EQUAL "'� u CRAIG CURTISoff 508-362-4541 H-20 CATCH BASIN �H OF Atigss ����N°FSsyc fax 508-362-9880 S[OI�E.•... .`• 4' MIN. SUMP ti 4' Mlt+l AItOlJ PIT o`er DANIELA. DANIEL s downcope.com p 10YR 6/6 10YR 6/6 10YR 6/6 10YR 6/6 "• , : •:'•: og oJALA Oj LA N DATE: AUGUST 27 2015 do�►n cape engiJleeri/!� Inc 6'-6" X 4' I.D. SHOREY SOLID " CIVIL �' No.40980 ' . " " " " w ` BASIN H-20 OR EQUAL o es ` REV.: JANUARY 19, 2016 HOUSE ) `6" STONE UNDER 4' I.D. ECCENTRIC TOP ���p R �oF • oc' I civil engineers 144 31 132 34 REV.: JUNE 24, 2016 (HOUS FOOTP NT) 132 33 120 3$ 1-1/2 DOUBLE WASHED STONE Fs sr� G�� gN4s vE `� land $U/"'Ve,}�O/'$ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED S ECTI O N THRU D MI NAG E - 1-j..1(o s/ONAL EN J Scale:1"= 40' 939 Moin Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE , 15- 134 0 20 40 60 80 100 FEET 15-134 CURTIS.DWG