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HomeMy WebLinkAbout0392 STARBOARD LANE - Health 392°Starboard Lane Y r owl ppyy: Osterville=Y� ' � , R; y t I Il- i No. lz� y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y-�,-� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es application for Disposal *pstrm Construction Permit Application for a Permit to Construct(1/'Repair( ) Upgrade( ) Abandon( ) [v 1 omplete System ❑Individual Components Location Address or Lot NoA"Z S*t.I'60"I'" Owner's Name Address,and Tel.No.mbk ✓vF/'S X Assessor's Map/Parcelh1LAj%-4#-1Whh.j CT Io4aller's Name,Address,and Tel.No.,j d �S�j Designer's Name,Address,and Tel.No.D" pj.44- ` 0��� t� �� �f1� q �ltovn S�. r �uf, l�p�► - � o S-36 54 TI pe of Building: �= Dwelling No.of Bedrooms Lot Size 3 sq.ft. Garbage Grinder gt) Other Type of Building 540414t F044%t ly No.of Persons Showers( ) Cafeteria( ) Other Fixtures X Design Flow(min.required) 440 gpd Design flow provided �� gpd Plan Date Number of sheets Revision Date Title I/ 1 G 5 .S 14e— Pkki c Size of Septic Tank /4 D �%m0A Type of S.A.S. 3•s �C �.�.� 9C��� 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 Code and n place the system in operation until a Certificate of Compliance has been issued by this Board f Signed✓ �� Date Application Approved by �1A/e Date, f Application Disapproved by Date for the following reasons Permit No. 0 ® _/ Date Issued o j (� 'f! No. d O I D 1 7 s ii. T �" Fee THE COMMON. EALTH,OF MASSACHUSETTS ;. Entered in computer: Yam/ PUBLIC HEALTH DIVISION`­TOWN OF BARNes STABLE, MASSACHYSETTS 21pplication for DiBtloS 6pBtpm Construction permit � Upgrade( ) Abandon( ) [ omplete System ❑Individual Components Application for a Permit to Construct(Repair( Location Address or Lot No.2qZ S r•bt '' Q Owner's Name Address,and Tel.No./Vi*r_K V_,.,VWj-'/'S '< 2 3 t7 ear- `t e(,I Try ce Assessor's Map/Parcel to j�3 C J i' hjh eT df©13 Installer's Name,Address,and Tel.No.,rd 9, � Designer's Name,Address,and Tel.No.ljQtj pJa/eL Type of Building: � 7 / Dwelling No..of Bedrooms 4- Lot Size S 7� J.5sq.ft. Garbage Grinder N01 Other Type of Building 54,91e FG kl,'I y No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 44Q gpd Design flow provided '7 J gpd ` Plan Date Number of sheets Revision Date Title -T/'thf 5 Si e P/av, Size of Septic Tank1, UO vi, Type of S.A.S. 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 Code and n to place the system in operation until a Certificate of Compliance has been issued by this Board f a t'h Sign e Date Application Approved by � Date / Application Disapproved by Date for the following reasons Permit No. kC7 D —1 Date Issued (� -- I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS TCertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by / / -, at 0/,2 S&i-J cak,,P �- 4c C has been constru t d�Mkat with the prroo�is'`p le 5 and the r Disposal System Construction Permit No. Installe: f/1 � Designer DO h CG0e C/y/ i eeei!mil q ' #bedrooms Approved design flow gpd The issuance of this permit shall not be c nstrued as a guarantee that the system will function as esi e . Date / 2 Inspector ___________ ------ _1____________ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS -Dispo al 6pstem Construction Permit Permission is hereby granted to Construct(!/) Repair( ) Upgrade( ) Abandon( ) System located at 29-2 •S&L,6caer,( 42-hL 0,4wV i((Z f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 anu`the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date c� ( - / ( -7 Approved by A� 3� 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 � talle><•&Designer Certification Form Date: Sewage Permit# Z�� -61/—JAssessor's MapTarcel �J 1 Designer: 0 Lj e Installer: Address: ,A,ddrm: g m/.O p4T { On was issued a permit to install a ( e (xastaller) septic system at +��� a+-� �{� based on a design drawn by (address) �Ci,y\�r Gi d Q,(A- dated I,5A r ✓ I certify that the septic system referenced above was installed substantially according to the design, wbich may include minor approved changes such as lateral relpeation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. • greater than 10' lateral relocation of the S,A.S.or anv vertical relocation of aray component . of the septic system)but accordance with State&Local Regulations. Plan revision or certified as-built by gner to follow. Iz�stUer's tur r !Jnt.,a \'", (Designer's Signature) /( (Affix Designer's Stamp Here) ,t'LEASE R&TM TO-_BAMSTA,DU 'PUBLK Rl<, IO, PMSION. CERTNICATE COWLLANCE IVML ZiOT BE ISSUED UNTIL BOTH THIS FORM AND,-AS-BUILT.CARP ARE . RECEIVED BY THE BARMaLE gOLIC IIEALTII DIVISION. THANK YOU. Q:Heaitb/Septie/➢esipw Certification??m 3-26-04.doe TOWN OF BARNSTABLE LOCATION g� /2 jp� SEWAGE# VILLAGE 0:5'rXgt L�Z L�' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �,�,¢j�'(size) ° NO.OF BEDROOMS OWNER PERMIT DATE: I2 19 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 got c� HO , t ♦ r TOWN OFBARNSTAB" SEWAGE �.... � -r.,��i�►1 LOCATION . VILLAGEi���nc�rr �i 11,LF AS MAP&PARCEL INSTALLER'S NAME&PHONE NO. i CAPACITY C SEPTIC TANK LEACHING FACILITY:(type), 3 J J-X size) NO.OF BEDROOMS OWNER PERMTf DATE: COMPLIANCE DATE: Separation Distance Between the: Facility Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within Feet 300 feet of leaching facility) FURNISHED BY a Town of Barnstable >P# js-�(01 I)epartrppnt of Health;�Safety,andTEnvtr_onm'en.tti,l:SerYices. We J P.ubiW;47fe lth DhV4,s 011 'Date. �� • .367 Main"Street,I-Iya:anis 1V1Af02601" - s6 Date Scheduled 2Aq Time G AnM Fee P. r Soil SultabilitY Assessm, entfor &WI �e Disposal • t l �. � .. Witnessed By:_ (i1w W `� ✓�. K J_ Performed By: l� - n Owners Name Location Address 30, \ Addegsy it. Assessor's Map/Parcel: /6 �6 Engineer's"Name NEW CONSTRUCTION REPAIR Telephone# Cc�4S•, {�6v q s-ql - + Land Use ��,!tii 6 - _ Slopes(%) •�— /o Sucface-Stones Distances from: Open Water Body (GG ft Possible Wet Area Ga ft Drinking Water Well ��G ft Drainage Way Q ft Property Line -- 36 ft Other ft - SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) IV ' aL w CJ C � •� • • ,�ai) Cf.(t {�¢U>aS/) Depth to Bedrock Parent material(geologic) G l �� O • /�/�11 n Depth to Groundwater: Standing Watering/Hole: Weeigfrom Pit Face P Estimated Seasonal High Groundwater_ Depth Observed standing in obs.hole: in. Depth:to S01'mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment �• Tndex Well#___._._ •Reading Date:_•___ Index Well level,.•_' A(lJOfactor " "' .Adj'.=Groundwater Level_ :?i2:«f?t:iz:;i:;:;:;sri:i si?'ilia:r.'•:y i:'%?i ......is ...%:it: :.:.:::.::..:::::.;: 7`''•t i`::::::::;.'+i:is:i%2 t:is i•`i•':`":`:`: G ObservationI - Time at.9 , .lo' �./;S - Hole#' - /I , ; D I d6,,:. I 2.7 + G,7 Depth of Perc Time at , 3 Q - Start Pre-soak Time C3a Time;(9;-6 r) "r End Pre-soak J 0'",'5— Rate Min./inch �s . ;LZ •: i.t Site-Suitability Assessment: 'Site'Passed -,Site Fatled:t+t•ta Addition�al�Testing•Needed Original: Public Health Division observation Hole Data To l$e;�.oingile$ed olt`l3t�ck Copy: Applicant �.> 1. �VS . 1 Depth from Soil Horizon Soli Testt"O !" fS'oil:Color Y, t. Sol Other Su face(inJ (USDA). (Munsell) . Mottling (Structure,Stones,Doulderes. +.e ° A � S f �yR z "s ,� , ,, � +,,.9 sue.; t��+,5ie�r•,i"�P a r,i;r'dsr. 7:1 1—:�j�� iA Depth from Soil Horizon Soil.Tyxture Soil Color Soil Other t` � - (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. SoPPace(in.) c o n °° e 31o.-1� Ctj • .................w:.::::::.:::..:::.:::..::•::..:v.:+:.:•:::;.;,..;n•••{.'?J;`vji:;nyy;;!::::•:'::::: : :::'::•::::':: i ;'f. :::::::'::;.:::::y:::::::: Y,.;:::: ':.:i:':}:{C:iii:n}:h:•::'i:j:'F.j:�::::::.:::yv�:.:::.::ii::........ ...:..... i :G:i:' :'•.::::::•:•:v::?:i:::: :: ::•:':4:::::tiv'.:i ::::: ':: : :ii::::':!i:::::::::::.::. ................... 00th from Soil Horizon I Soil Texture Soil Color soil OL ier 'Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulderes. o si nc °°Gr el 0-10 I0-30 �- 5 IDyRL/4 D -120 /c 5 2 5-`i 719 ::. �ATI( l'�1 �OL �t&�r pth from Soil Horizon Soil Texture Soil Color5oi1Other ace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o r e - Iz LS l� yR �z 1z-3L Q L W4 71q �P C1 gP.lotid�IGnsu�anc`�e�Ita��itMfan .- . -. . , . i+a Above 500 year Poo ,drbounda y ry -, No Yes 1 W t'h'm-500=yeah-boundary No r Yes _ 'f witliff 1'00 year-yea Nos ;.� #s 1®enth of Naturally Occurring Pervious 1Vlaterlal Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorptionsystem? lf:not,what.is the depth of`naturally occurring pervious material? Certification I Certify that on /i / (date)I liave passed the soil evaluator examination approved by the 9epartme9'of-EffVironir en talTPro'tection_and.that the•above analysis was:performed by,me.consistent•.w:ith the required training,expertise and experience described in 310 CMR 15.0117. Signature /�/- vim Date CODES 1-a 'r MA SINGLE &'TWO FAMILY DWELLING'CODE ,(780 i W) BT,H717EDITION. r------------------------------- _1 ,� e, --- MA FUEL/GAS/PLUMBING CODE 10'-0' I I i Ul I I MECHANICAL,CODE�W/AMENDMENTS ' t ' 4 i a � a o I 2009.INTERNATIONAL 2015 INTERNATIONAL ENERGY CONSERVATION CODW/IgMENDMENT.SR psi; I 2017 NATIONAL ELECTRICAL CODE W/ MA°gME�NDMENTS" ° W 10'.X 10' I ON-SITE I 'q I ON-SITE DECK O PATIO i i 3 u2 �`y gip . '4� `Q ° J•A�-re k'a Ew ? y f 00 �,, 3 O I AT GRADE I I i M ;p w PFS�Cv� orporatior' W z 37" A1 ': -i', w, m o IF]e'iq rP 6 ,�., 1 " I 36'-9 1/2' „ ".. „�W?r: Ln 4'6' 13'-5' 22'-6' ❑ HDR:]-2.1D _ �ortheast RegionA ° ,',{°y �* ` 0 .`<3-2 - STUD GRADE I a - 4M I D'RADDN VENT SPP R F-1'O SMD6GRME \� a!'"V "1 '"+ ] 'm ~ O N --yl 2-]/D HDR:]-2u8 © '.V1D�PF5 LA9EL L CAL ON R�. T I 2852'F F 2 MDR:}2:e 2 I p] �.e 4 f a= i �F/2 - SPF/T 2. &�CA9 SPF/2 CRDLP UNH6'6',T,!T dw '�2" an 3 -$' Z z 'I16-9 3 4' A 9' / 1a«z iii 1F]oi2 "r-il zi aR S ` - f zx'a PRO -° '.,x ` zT Q �-'VEu HMAu '�'3�1 - #]oRvn+s I - 9""13`' p ST. "" x2,diFsr . �6 vArmr rm z '««i >.v I' P"�d • a t, Y 9 Z 'n stuo atnoe _ Q 2-3/4'6UPP. LsI 9EPF]- 2 �'/t R 2'-0' ¢ FROM 2W SIDRr .:I FFA]-] . of BA 1 q W FS �/ 4 .P { g N 5ND BADE yV+i-, t T n :q 10, ".Y... O "1' M1 a i �`k' '� A O •�'^ .rr. °� BREAKFAST I M 'i KITCHEN lu p .. ,x ,� 4 n W W z NOOK I m Div9MC IL App rovat�hmited'to o'_ * ,. � W r`J cn g mN m m Resin Sq R 12271 11R ` �_ 2 -- ` 'rr" i a FAMILY ROOM - tR s.e2 I -1' m �\ } -: ir• r m � .:�, w _ UP .� F� 3_2' -,01 Facto Built Portion 'I •I S>S Rauh 6q Ft 211.7 a f UPI PmMad; T1.9 I e_ I / '� -: Ugh AN; '17.42 1�ml P NaM ]B 4 I ¢g ©Z 1.,Al :+�H uylt mYad:. 3T 8 is s I ws 'L m I a I m '' ' Li �o`m 8.71 I! i QD' . t pa 2 "f"ti ice ;}I-. W vmt PlaRaM 1A.e 'q F. g u�I --�, , a. >Nv'�, T W o Lr7 D9°0Dr 9°u :. ',€^ �jt' x 'w. 'i 0, a z N ® i-2.6 F5 " o rn0 MADE 4 �. 4 �� '-'i r.. wi f _ ) � O •� 1652 5ND GRADE P'E' Q 32 1/11 e3]/i" s ¢y t-d k4 h ! Ld„y W •I _ 0.0 PG9XC 'I 2-2.i FS , _ o - K"" } aY''F.3tt p��. ! O T I }}- ... ° CR '� T STUD GRADE �T{jA�LL i _ `2.52 A T r.n y.: ; 1„'4 uY „y F = -MD GFs \v '\ -'rDul'-T Y-11'SEc f o r�C s n fY o- ` '$,F''g �. ^ ...' A'S P In ° o F5 'i 10'-T,/2' / J'-0' is 1/i' 3'-0' a 1/Y s='- n A ! 'I MD1ED DPFNNC ARCwD WFNDIG z� V�� ,FctYjR9 }ai FS ^ fi-1 1 2 2-2.6 Fs I - SM GRADE * v+�" .v.•r` arse - yy G J e�•y�� '•..,pY.,. STUD GRADE o sc -0 ue N-0' SD M. 4'-1 1 2' � �+« y+t• O _ TRET�IlPIG P.E WALK-IN /r .\ - --- --- -- Q- CLOSET - •i - 'r 'y"-•s� Rk ki� µ •t1_I FRAME CUT CLG nµ d,2•.,' �"'•iT Ij. b !l - i N -- AND FUt MR CH • i 'I - G- 'I ' -0DGRACE / r c, ao I : I FOYERIzJ N^ r] BEDROOM#1 ' 50a1pM(y1D„Fp pgq-� DINING ROOM TS I = I - Resin Sq R 191.8 I •I O/➢tEl?iCNm80iPD - • 98Y k' I u' M. ]q R 127.21 ENTRY^ SND(AADE_--- - Cl m r7 }T.8 F9 .N UI6Nt R.a 15.]] �- PIC�UDOR Bi >T UpNt Rq. 10.19 •I ^ak. #y $ rnD GRADE UgNt PnNa.d: ]1.H - i 5'. Ughl Pleaded 20.96 , - \ r" (' ry\'.` 'a dsc +qc ]r S O^Cp Vlnt Req: J.66 I n N vmt R.4 5- \ '1 -N`"".e "C 14 6' O' - I vint PraNded iJ.a _ N 2, 2._6.\ B vnt Ilwa.e „11.76 B ggI \\\ Tyre Fs ,, M r, ' e -J^1" _;�.,.,.� l', t j I I I is'w01 RAu 7 1 2' I l o M �` v`, -nA'"I fli O• 4,�a 7 I ® - •/DRT'RALL maul .i ml \\ "1' 'a ' I" r€ ;a a'"`�`3.`'+♦ a k < Z > BATH z / -61/z' I \\\ L luJ�O, Wooi I .o Y • vARm rW O ;. J \\ l E I I P'E' a vs96o]5-io ® /// \. :. �' cI_o _i \\ ''>3' • '+ 3 S C n r�,}1*7L" L� t ILL , I /• - fi'-6 / 7-6 2' 0' -_ 8'-1 1 2'_- 4'-0' I • x A. I./ l- I - A e7 ulRpoR 11L1� -ON-SHE BREEZEWAY \ - .{ 5•`' - x „D"++- "'+ �' ,� }2.6 FS XDfl:}2r10-.. HDR:}Ta4 - 860.M,pfLy HDR:�2a1D - Ny5 �EkkLy, y�f' rnD GRACE SPF/T SPF T j1° i �O 9'6' C) / 22 8 O 21 9 /z sPF 38 6 /C] \ \ 9. 1� C9. of I - 4 6 4 2-z.s Fs 1t4 + { yY4r Z TBSx-2 aesofREawss H�DF:,Z2u10 ]86T-2 d .. \\\\ _ \\\\ SND GRADE. - s YT .'".:', �.: .. ':. a•'n O DOOR MUST BE.MIN.36'SIDE • \\ \ {oR \`\ '`\ 5i _.; i.^ ^� ,w^, I, "> p , �. O d vn M I / .PORCH OVERHANG,SLAB,POSTS ANO RALJUNG •� / HINGED 8:MUST MEET THE FOR PORCH TO BE ON SITE BY O7HERSD INSTALLED f " ,,, ..• U_VALUE PER RESCHECK "1•„ T- , ` _ _ W"W I I ------------------------------------------------------------------------ - --------___-- -------- '2 a - 54'-0" - 6-0 *5/811 CEILING GYP MECHANICALLY FASTENED* 91RWGH DDT GR1N0.9A e. o GARAGE + -'' '€^2'�y. 1 :', q 1;�„z�, ,Ay�M, kS v' +e "'•§': 7_ c. TEMPORARY GARAGE FLOOR_n .$p�ay -. \1� kr.;0 MECHANICALLY`FASTEN CEILING GYP ; }��� i �� 4 4�� r!yr V. Z > .. s 'dj -da y 'F iaY 1 H LJ Q Ll.'E O LOT LINE SET BACK FIRE-RATING/SEPARATION \z\ �' � � Dt iQ Z. v•W r`�`'• - �'�' x : LL.' NOT REQUIRED. UNLESS SPECIFIED OTHERWISE Xw w a y .,. DUCT TIGHTNESS AND BLOWER DOOR TESTING " \ �?"y ' �P a '° _ �f { ON-SITE BY BUILDER AND CERTIFIED BY STATE WHOLE HOUSE FAN ON-SITE BY BUILDER MAY NOTE: STRUCTURE DEPICTED AT THIS SITE ADDRESS TO BE � �# w � `i "'• � Z 3 3 0 ' mouNa szEs MAY vutr °a ^' 'Vy �r .vim `' • y �?i�g DEMOLISHED BY BUILDER AND REPLACED WITH THIS HOUSE �q °, :: <Y ry „ nl `o �: •R `` a° 2° `, yid•. La �`~ :l (_ co to r, i A .cam' Aid'A• �t:.t • _,,,4 tW OO O O ,✓,.+ .�. �a-yb.+.ww'..c-,n,..w«�r,'t..,-...w.,r«. a'..: .�Q� N.N N .^ rn06GRADE T is ` iAr a Et Q O U7 i �+Y• m .S ', HRISO 30 20 78A03i12 AM.yi i O IOTES: 1. DENOTES ADDITIONAL COLUMN IN BASEMENT. 5. F-011 CLG. 9.HEAT LOSS WAS CALCULATED 30INSULATIONg W/R INrFLR A y A .Nw.+ •w^'�'�*'N`�` i-� A ,,w•:: A'n .,�,+a '6S �"�s 5 I m�'e 2. 2X6 EXTERIOR WALLS 16"O.C. 6. STAIRS TO BE 8 1/4"RISERS AND 9"TREADS 10. i` ,p m1 sir `/ 1 3 r.a w L_ F r•. 3. 2X4 MARRIAGE WALLS 16"O.C. 7. CLG BEAM OVER GARAGE TO BE:(2) 1 1/2"X;;.8"LVL(PER UNIT) 4. RAFTERS 16"O.C. 8. BUILDER IS RESPONSIBLE FOR PROVIDING A'PROPERLY 12 SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 62500 - - __ -- - - e: i F 5 1a7 e a D, N +t. W J o O _ a Q 3 O (n F- Z 00 PFSCorpoat�on a ` Wc NzN 10•-D. 26'-7' 35•-9• a6'_0• i v•s..k a a q a:" SNDBDRApE _ SNORPF/2 Lf Ln O . Y RADON VENT MDR:}2.a 210210 HDR}2—af'It O _ - H ,� 4"1 NonheastkReg�on � Q 2•NNRE vrBgr sPK 3PP R I _ }..Y y"'ktcr'P d& .:, •>r•_.�r e.;;� # m N Z N 4'-0' 2'-6' 3'=9' ' 13'-61 2' j, APPROV;ED., •; t _ •� z ; ' - •i rs s A i a-6. - .. / sivoeca DE Q o W o P \ a uBaHCLOH`� •h QUNooLO usz B3aaBYBEDROOM#3 mE Ab sIORR t BEDROOM #2 .. 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'L,a F LLJ -2 tz "72: 3"` -t' ""` k +fi' '+=''s' `Yo' , OWX W-s1E 2-]ae FS OZ c I ar eunem DRNN PAN sND GRADE I I sz 1p.eR 3/a. -I R 9]rED esur --------_ v toRO.Ba Br-- I I 1 2a.i5 ----c•I - --------- - _ g � mZN I P _I I I snm GRADE - sh - Or, ,e , i�,y '• v o MIT 3'-11.3EDT J _ ig•_a 1/2 _ 4- _ °f .'i` u,,,l '� 2-2 . } LOFT/HOME OFFICE i+. .z :kc +•%°* a �, ,f f.G zest v.E BATH 84 i;V —__— ------------ ---------- .,c- 'R.a+t '+{..:;Y \ V A v� AYE OUT ac ._ - a - �. _.. _ - 'r C r .:.., .. �-.. _z=*^ z ,r 4 '•,�4.`. ` ANDRat i0R OIAe, _ _ + I . BUR wmtt mP y� = _ S/L HDR AT ENDWALL roM hr s, -/ ~ BEDROOM/J4a9"FAu¢r x, L• �", s �- 1:I •- .n ILMEA YIRR9R 111]a•y SRS W —JS1 2-LB FS 1 P, a` .Y1Ky 2«' sruD dUOE .'mil' Do M /"y a�, 3 CLO /�{ I I -? tt' 12'-21/a' I 0' (v'7 4'-101 2• ---_— _--- 4� r. I 3-1 12'-2 2a'B@Rtli I Pis rA - / I LOFT/HOME OFFICE I 3'-fi' — —T ; - a _`ice` >� §N C3 In W¢lD 7 . 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O (P ) 2. 2X6 EXTERIOR WALLS 16"O.C. 6 10. 3. 2X4 MARRIAGE WALLS 161'O.C. 7. 4. 8'-0"CLG. 8. 12. k �: -. .':$�� -;a� �'� __'�_�. _.. :-,'sue- .{�?t't •-:R, �'1"rk° �',a a� � 48•-0' cV 17_9• 22-0' 1 8-3• - U7 . ________________________________ ____1 j N N ___ I t 3_B• r i i I O L Li I I I LLJ I ON-SITE DECK " m a 10' X 10 p 1 ; TIE-D0 SCHEDULE Q o jON-SITE I .I - t. j Mark Force Mark Force F'- 3: PATIO i i - 3 0 GO w z N r 35971bf 71761bf Ln 1 I I I X O= m ~ d N _ ' 1 z ,AX I I - - ______--- all Line l-A 28771bt 48081bf Of r --- 1A ------'L----------------------------------- - W I _.._ 1_A A. _j O Wall Une 1-A ----- I _ J 0__ N ---- --------- - 1 0 Z i 32081bt 72 83961bf O O 1 Q Ci 2-° i BASEMENT i 11-2 w _j vwi 88351bt G t 21311bt 2-1 Q N ry •i. I 1 70661bf G 2 22751bt w_ Ln Cn w 2-1 1 - I a- O z CV I ,\ 6 I Q2- i w w l Z 0 r •i �. I 6-9" 6_9• 7-3" 'r-3. \ m U O -0' 4-Y 6-9' , eourros i I m (- 1 I- ----' ------- -—-—-— - --- j I•2- � _ _. .. 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LATERAL CONNECTION SCHEDULE - 59'-5 9/16' \ \ ` MARK Sill w Fo d d.n Connection - _ - GARAGE SLAB \ \ WALL UNE CONNECTION ONSITE FOR 10437M(218,10 - - • \ WALL LINE CONNECTION ONSITE FOR 10437lb1(218PIO PFS Corporation 1-B - - \ Northeast Region WALL LINE CONNECTION ONSITE FOR 165911bf(fiO4Plfl _ Z Z \ \ . \` \\ '��`\mac Q w Z APPROVE® \\\ \\\ 11 uj WALL UNE CONNECTION ONSITE FOR 17744Nf(64609 - - - H Raup - \ \1-2 \ \ / G2�z WALL LINE CONNECTION ONSfTE FOR 8066Wf(33701) \ ` G-A - 1./30/17 \'� 'C1 >- WALL LINE OONNEMON ONSITE FOR 76131bf(318P1° - - - �" \ - ' \ \ G-1 Approval limited to - \ m \ \i' WALL LINE OONNECTION ON-SITE FOR 56W1bf(23BPI° Factory Built Portion a \`\ \\ 3 >_ � (1 \ \ Q G2 \ � FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. \\ 1.0 " w ooa � ^ N N N N NAL BUILDING SYSTEMS WILL NOT ACCEPT ANY o 0 PROFESSIO \c0 0 �, LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. CHRISO 1/30/2017 8:03:12 AM OTES: 1. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6" O.C. 5, MAX. ANCHOR BOLT SPACING: 6'-0" O.C. 2. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 6 WIINDOWSS ORMVENTS (INSTALLED AX. IN AREAS EBY B DR)VARECIREQID. TO PROVIDED1/150 OF FLOOR AREA AS FREE VENTILATION Q 3. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL_ BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. Route 28 LEGEND NOTES 1. DATUM IS NAVD 88 �^��� 99- EXISTING CONTOUR SYSTEM PROFILE �� X 99.1 EXIST. SPOT ELEV. ALL SYSTEM COMPONENTS SHALL BE 2. MUNICIPAL WATER IS AVAILABLE MARKED WITH MAGNETIC TAPE OR Road SYSTEM DESIGN: COMPARABLE MEANS FOR FUTURE LOCATION. (NOT To SCALE) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -[99]- PROPOSED CONTOUR Bump s ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Locus 2" PEASTONE OR GEOTEXTILE 4. DESIGN LDADING FOR ALL PROPOSED PRECAST UNITS o 198.4] PROPOSED SPOT EL. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. EL. 63.0' FILLER FABRIC OVER STONE TO BE AASHO H-LQ TH1 54.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 54.0' S. PIPE JOINTS TO BE MADE WATERTIGHT. � Rot�� DESIGN FLOW: 4 BEDROOMS 0110 GPD = 440 GPD _ PRECAST RISERS S� TEST HOLE PRECAST H-10 WATERTE T D'BOX FOR LEVELNESS BLOCKS OR RISERS (TYP.) MIN. 2 KIN 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH L USE A 440 GPD DESIGN FLOW MORTAR ALL ° 2� SLOPE OF GROUND 2'r PIPES LEVEL2' 4' 4' s COMPONENTS INVERT IN 50.17 310 CMR 15,000 (TITLE 5.) a � + ENDS (TMP') SIDES 51.0' :.. SEPTIC TANK: 440 GPD (2) = 880 '�peaep�ao;, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 3 a UTILITY POLE 52.17 10" 1500 GAL H-10 14" BE USED FOR LOT LINE STAKING OR ANY OTHER 51.52 TEE SEPTIC TANK TEE .': ®®®® ®®®® ®®®®- ®® °°°°°°°° USE 1500 GAL. SEPTIC TANK 1.27 0°'° o'° s• MIN. SUMP °o°o°o° ®®®®®®®®®®® ®®®®®®®®®®� °a PURPOSE. �o� �i FIRE HYDRANT ° ° ° ° ° ° °°° ° ° °°°°°°°° �' GAS BAFFLE;; .4°°°�°o°°°° 12• MIN. INT. DIM. °o°o°o° ®®®®®®®®®®® ®®®®®®®®®®® ' °°° P NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 50.42' °^^ 50.25, ° ° ° °° °°°° 1 S LEACHING: °o°°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. O M°t ° ° ° ° o°o°0 48.17 SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD ' ,``. '. 4' LIQ. LEVEL (ACME oRJ EQUAL):; - ova • 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° WITHOUT INSPECTION BY BOARD OF HEALTH AND moo°o^o°g°g°g°g°g°'o°o°o°o°c°�o�a�°�°�°;°o°o°' H 10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL BOTTOM 33.5 X 12.8 (.74) = 317 GPD 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP * 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5, X 12.83' ^ THE INSTALLER SHALL VERIFY THE TOTAL: 614 S.F. 454 GPD G COMPACTION. (15.221 [2]) M 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL 5 DIGSAFE (1-888-344-7233) AND VERIFYING THE NOT TO SCALE BUILDING SEWER OUTLETS AND USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ( % SLOPE) ( 5 % SLOPE) ( 1 % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY WITH 4' STONE ALL AROUND LEACHING ASSESSORS MAP 167 PARCEL 56 PORTION OF SEPTIC SYSTEM FOUNDATION- 13' SEPTIC TANK 17' D' BOX 10' 3s.a' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SITE IS NOT LOCATED WITHIN A ZONE II FACILITY NO GROUNDWATER FOUND REMOVED 5' BENEATH AND AROUND THE PROPOSED SITE IS LOCATED WITHIN AN ESTUARINE ZONE LEACHING FACILITY. 4 BEDROOMS/ACRE OK 12. ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR DOWNSPOUTS. ZONING SUMMARY q8 �0 31 3.5 29 28 2_3� 13. STABILIZE ALL SLOPES >10% WITH EROSION CONTROL r' NETTING. CONTRACTOR TO PROVIDE SILT FENCE AT ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT �9 D kg 32 DOWNGRADIENT LOT LINES. 60 l-30-, 3� MIN. LOT SIZE 43,560 S.F. 27 `-29 MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' 25 N MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15, 23 MAX. BUILDING HEIGHT 30' -2Q OWNER OF RECORD TEST HOLE LOGS ZOE R. OCONNELL / STARBOARD REALTY TRUST 47 q6 � 44 q3 42 40 39 ' �, �� DANIEL E. GONSALVES, SE #13587 11 VOLUNTEER ROAD ENGINEER . HINGHAM, MA 02043 �� 23 WITNESS: DAVID STANTON, RS 70 DATE: 10/12/16 REFERENCES �24 PERC. RATE _ < 5 MIN/INCH 25 26 27 DEED BOOK 7189 PAGE 144 28 CLASS I SOILS p# 15169 PLAN BOOK 472 PAGE 57 4 26 29 0 0 0 h� 1 30 27 _�32 o ELEV. ELEV. ELEV. � ELEV. 32 3 �� 28 35 °I� �9 0» `v 50.3' 0» `:T1 50.3' 0» Q 50.3' 0„ `V 50.3' �2 29 �o )0 \ �i A A A A 3� LS LS LS LS ^� 29 ,38 � �Ug \ -27 // 12„ 10YR 3/2 14" 10YR 3/2 1 O" 10YR 3/2 12" 10YR 3/2 g g B 2 LS LS LS LS o 31 10YR 4/6 , 36" 10YR 4/6 47 3, 30„ 47 8 34„10YR 4/6 ' 10YR 4/6 45 38„ 471 47.5' 32 46 ss - �� 47 C1 C1 30 35 49 PERC FS FS A 1 7 C 2 \ 2 3� 50 PERC C C 2.5Y 5/4 45.3' 2.5Y 5/4 45.1' 203S 60" 62" AVIUK 6 0 DIVE �� �� 51 M/FS MS WET TAM 69 2 so 42 h� C2 C2 43 0 2.5Y 7/4 2.5Y 7/4 01 f-5 4 M/CS M/CS s �9 �0 46 53 4 2.5Y 7/4 2.5Y 7/4 6 6 s sa Ss O S� `�� 4 7 N � w N �o� age �� 48 5� s9 �5 0 43 1. 49 55 126" 39.8' 126" 1 1 39.8' 120„ 40.3 120» 40.3, 44 50 60 �45 tr44� 56 °' `4j] NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 4g tr46 51 "" IT ' Pm AN OFOVI A BAR 4 MI I s v vTITLE 5 S L L �e9 E 5� 1 OF 1 PO D 3 Aso DWP LINT FND cn \moo [535] ENAR PAOAR 392 STARBOARD LANE O / EL. 63. �" V \TH 1 \ 1 E 2.3' 0 36 � 54� O \ T \ 38�L 37 "� ] 1`413 \ 39 OSTERVILLE, MA o C�) � � PO CH `� � � O \ � 40 PREPARED FOR \ °j E 0 AL F N (TABLE SOIL EQUIRED ` � ✓ 4,, 0 �6 01 THE A ERI E R F LEA HING F CILITY, � Q o \ / L TO EET UI BL S IL L YER. RE ACE ��� STARBOARD DEVELOPEMENT A M D. SAN O• 16 '6) G RAG [54.0] P CI IC 11 NS 0 310 CMR 5.255O / 4V cc W LL S B cn G :DI Y H EL 61.2 tX s 66 P D D � � 1 s cL 48 DATE: FEBRUARY 15, 2017 I '`g'L ST R OA D NE ��, REV: EBRUARY 17, 2017 (DRYWELL NOTE) > LET OE R. 'C N E L NJ- .0 0 8 7 Scale: 1"= 20' S A °s 3 26 3 (� 0 10 20 30 40 50 FEET OF D ELL 6 X6 H ( N �� off 508-362-4541 LEA H IT I TY h r/P��N�F MASS fax 508-362-9880 K = O 2 F S N �� qc DANIEL y�N downcape.com G F o 00. ( F\NiELA. y� A. down cape engineering, inc. 63 5� �� t, OJALA �;_, C7JALFl No 40;9z'0 G65 56 55 N \\o���G. 650�0 � . .; tq s A0 ,,'>} Civil engineers BENC AR FS � � ��� ..,` land surveyors BAR P S> � � Te � �� 93 6 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 16-313 16-313 STARBOARD DEVELOPEMNT.DWG