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HomeMy WebLinkAbout0033 BLANID ROAD - Health r-1 Blantd Road Osterville gip' A= 140-049 L I s ° ° _ t � No. r- ( r Fee THE COMMONWEALI,.,• F iJIASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for MiSP 8, al 6pBtem Construction permit Application for a Permit to Construct ) Repair( )'Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. S-S Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel o r ek� `�' kvxfv Installer's Name,Address and Tel. o.�� ► � D�ig� Njme,Addr„ta`dvTe1Q. o. VIC—V17Z 1�� 11-104-1 Type of Building: Dwelling No.of Bedrooms Lot Size v�J sq.ft. Garbage Grinder( ) Other Type of Building . No.of Persons t'2.— Showers( ) Cafeteria( ) Other Fixtures ,, 11 Design Flow(min.required) Ll y gpd Design flow provided gpd Plan Date 1 - Number of sheets Revision Date Title Size of Septic Tank J W Type of S.A.S. /l Description of Soil .- 1 4 Z M%, 1 I Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore des d-on-s-i a sewage disposal system in accordance with the provisions of Title.5 of the ental C e and not to a the system in operation until a Certificate of Compliance has been issued by this Board Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. aO 7 — t3 rl Date Issued ..+a o' .v ' No. Fee THE COMMONWEALTHn3"F= e'IASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pplication for N12 ASaY 6pstem Construction vermit • , Application for a Permit to Construct ) Repair( ) Upgrade( ) Abandon( ) C omplete System ❑Individual Components Location Address or Lot No.'?j3 j�� �5 Owner's Name,Address,and Tel.No. c 0m.— XIJf tl� V (V Assessor's Map/Parcel 14o �'I 1 Installer's Name,Address,and Tel.Vo. �c� (t St Designer's N e,Address,and Tel.No. .�.�•�C� .�(A�Ic� O�t r�cw� � e � e of Building: ''P is Dwelling No.of Bedrooms L Lot Size t sq.ft. Garbage Grinder( ) Other Type of Building =, ���\ p w (L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.reVI-1 ) },tt gpd Design flow provided gpd Plan Date J�—4 Number of sheets Revision Date Title 7�,1 / Size of Septic Tank f VV Type of S.A.S. .� �til t S� /tom C Description of Soil - r L1 f t Ct i,�ti l } - wk ' Q G�`�1 - G 1 r i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - The undersigned agrees to ensure the construction and maintenance of th afore des ed-�te sewa a disposal system in gn g g P Y -accordance with the provisions of Title 5 of the o ental C de and n�to' e the system in operation until a Certificate of Compliance has been issued by this Board �) Signed V" r Date Application Approved by (' t Date J Application Disapproved by Date for the following reasons J1 t� <\v Permit No. r} d 1 (31 ,` C' Dat "Is'sued a t � f -- `r-I------------------------------------------------------ THE COMMONWEATI�OF MASSACHUSETTS BA STABL ,MASSACHUSETTS Certificated o compliance THIS IS TO CERTIFY,that the Write Sewag6 Disk so al system Constructed( Repaired( ) Upgraded( ) } \1 X Abandoned( )by 1 �� �' ��, i t�C`�` f �r�-C. at U V`- CV- has been constructed in accordance with the provisions of Title anJ the isposal System Construction Permit No. ° 7 ' 3 dated i Installer Designer �—, 0\"D J1 ` G.. #bedrooms lq Approved design flow gpd The issuance of this permitfall not be construed as a guarantee that the syste will ct&e- ne)� Date �/ Inspector Q1 --------------------------- ----------------------------------------------------------------------------------------------------------- No. jo r 7— /31 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal �6pstem Construction Permit Permission is hereby granted to Construct(X Repair( ) Upgrade( ) Abandon( ) System located at 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:Constructio�/mu t be completed within three years of the date of this permit Date '—/ / Approved by ( ' �V 0� e Town of Barnstable Regulatory Services Thomas F.Geiler,Director KAS& Pr1l a Heath Division Thomas McKean,Director 2001Main street,Hyaanis,MA 02601 Office: 508-8624W Fax: 508-790-6304 Installer&Desi>nner Certification Form - Date: G 17 Sewage Pelrmi W D' l Assessor's Map\Parcel NO h?, Designer: / t Installer: V U t �• O 1,��q p "✓�U U Address: / 9 /` r Address: On _ "i `j C,I15�✓ was issued a permit to iustall a (date) (installer} _ �] dn septic system at l r?ref' '• based on a design drawn by (address) L/.A dated (desi r er) r I certify that the septic system referenced above was installed substandially according to . the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. ae- ov4,-oq8 i rAe",, wo a alto A vo I certify that the septic system referenced above was installed with major changes (i.e. greater than 1 a' 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 certif"ied.as=built by designer to.follow. (J,Jl�L.y1 C Installer's ignature) >{ C:V1L (Designer's Signature) (Affix Designer's Stamp Here) _ PLEASE RETUR14 TO BARNSTABLE PUBLIC HE QT I aM—SION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED ITNTIL BOTj3 JM_I♦QM AND AS-BUMT CARD ARE UCB1Wb B'Y THE BAMTABILE PQLIC IUALTH DMSION. TIIANK YOU, Q-Hnith/SepticMmigner Certification Form 3-26-04.doc 6(ail DOWN OF�B`ARNSTABLE LOCATION SEWAGE# 7 VILLAGE ASSESSOR'S MAP&PARCEL. INSTALLER'S NAME&PHONE NO. ry SEPTIC TANK CAPACITY " _` LEACHING FACILITY: (type) �"1 �� rAik-^(size) 3-5,� X Y NO.OF BEDROOMS OWNER PERMIT DATE: '� .� COMPLIANCE DATE: g �" 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 ON C 1 1be- C�* CN - 1 � � 00 O v 1� El _..... ......_...._......__.._.._._.._......._....._......._....__................. ._..__.._._..._......._....._.._.... . ........... .... ..,...... .. ....... _ .......... _............ ._.. _....... ... R , ? ^ Oyu Town of Barnstable P# Department of Health,Safety,and Environmental Services a� Public Health Division Date a �7 Q, + 367 Main Street,Hyannis MA 02601 HARNErmmx IHAB.4 `](yam(' Tfo Date Scheduled 310! Time Fee Pd. ` • Oy n —,7 Soil Suitability Assessment for Sewa a Disposal Performed By: 6K.,(a "�c��rl Witnessed By: (/"�� t/ ✓ : t i• 1• .i `}pia y��•�, <;.:2%:;f••;:::::>:;:::::::;:i:.:;::::ss:.::::::>;.. JW..�14114'..� .>. .. ::.;::•r:;:•:i:::rrz;;:::;::::;: Location Address /J t A Owner's Name , f'cJ'�L°•y t/I a Address y Assessor's Map/Parcel: /L�L� - Engineer's Nome-, NEW CONSTRUCTION y REPAIR Telephone Land Use 1(®�56A�.I�ftll I Slopes(%) _ Surface Stones Distances from: Open Water Body ��y R Possible Wet Area. R Drinking Water Well Drainage Way �GG fl' Properly Line _ (t Other R SKETCI3:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) :. 50 Parent material(geologic) 'LAI Depth to Bedrock 100, Depth to Groundwater: Standing Water in hole: /V W cs Weeping from Pit face Estimated Seasonal High Groundwater )L? '1J1 'tlT ' ►YtASUI Method Used Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment (t. Index Well# Reading Date: Index Well level.-- Adj.factor Ad).Groundwater Level PE RC L tm Observation Hole# Time at 9" Depth of Perc /+ Time at 6" lV tf i Start Pre-soak Time Q //l��J,���Z Time(9"-6") End Pre-soak Rate Min./Inch L Z+A+�( t ld Site Suitability Assessment: Site Passed Site failed: Additional Testing Needed(Y/N) 1V Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant ........... :4......................................... .......................... . ................... . .... ..... . 11. ...... ...... 1 .. Re,pill from Soil Horizon Soil Texture Soil Color Soil Other- Surfal (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. • Consistency,%Gra�el) z � V77/:: L fi .............................. .. . . ..- Soil Horizon Soil Texture S soil Other Depth from Color Surface (USDA) (Munsell) "Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) 51'6 . ......... ................... ................. .......... .. ...................... Depth from Sotl Horizon Soil Texture Soil Color Soil ier Surface(in.) (USDA) (Munsell) Mott (Structure,Stones,Boulderes. Consistencv.%Gravel) D -0 t5 16 516 Z14-1?6 16 WLI d jo H Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistencv.%Gravel) ifs �lq Flood Insurance Rate Map: Above 500 year flood boundary No Yes < Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth or Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviouVmaterial exist in all areas observed throughout the area proposed for the soil absorption system? _ jr—S 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 5, Department of Envir6nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Town of Barnstable r°tine lDepartment of Regulatory Services � o I bennsrner,a. ublic Hai altl Division ' ' r Date t6 q` ♦� ! 200 Main Street;Hyannls MA 02601AIA rED Mid� i rice Pd. Date Scheduled 0 �i ;.Timet i '•i Soil Suitability Assessment for. Sjae i!OSII l '`��.(� l�1°�.f�� Wipiessed BY: Performed By:�.?Lt ) m LOCATION t4c GENI';RAL INTORMATION Omer's Narne 4v lie%r�esC Location Address n 3 a/Cent, . oa-- - Address s fe.,^v,°�I e 3 ��fdce n 'vyI In14 0� � sett . Assessor's MaplParcel: o P rc e- Engineer's Name — J�O S't) NEW CONSTRUCTION REPAIR Telephone Siopcs(%) Surface Stones /VOd�- t Land Use S� , t ` 1 Distances front Open Water Body .16�1_v " R 'Possible Wet Area 100 0'h1 tt Drinking Witter Well 7��0 N R DrainageWay,�6Q R. ;proper iyLilla -Other SKETC I (Street name,dimensior,s;of lot,exact locations of tesritoles do pert tests]loci&wetlands in proximity to lioles) I �. I a ._� ram.-, - fI J i f I } twti5 l I> i, Depllr to bedrock0 ti is Parent'material(geologic_) r I ll I Weeping frolri Pd The RI i Depot to Clroundwalcr: landing Walet inI Ho ;. � �, � r � ��� �C .5''g�•�vw� aF..'�ti',sT�(�6Q�wv�ilu�TS�M „ Eslimaled.Seasonal Ntgl Groundwater ' DETI+;RNIIN 0 T SEASONAL IIGII WATER TABLE I I Method Used: Aft— "b° � I ,i, :Depot to soil molUes l0 Depth Oilserlred s`tendinglin o�Q hd e ! I'I in Groundwater Adjustment `. ft De tb to waging From side of obs ole I I p I factor. Adj Oroundwntccl evcl-77 Index Well d .` l�esVdin Dat {{ ex Well level Adj g I h j p ORATION TEST s Date, $ Z Observation ; I e al Tillie 9 --� Hole: Dept)r of Perc Slarrl'resoalTmt:� w I I + { r I 1 �r End pre-souk �a r Rate MinJ)nch i E Additional Tcsihi Nce a i g Jed(YIN), Site 5uitabilily Assessment. Site:Passed: i Site Tailed >' t original:Public Health bwision' E r1 OUse,rvatlot Hole Data To Be Completed on-back-- ---- "' t I9 If )crcolattoi test is to h coy clue c within 100 i,of wetland,you must first it the is BarnstaUle Co><sl ry tton�tliISM ttt.lc stone(1)wcelt r'rtolrto Ucginnwg �. Q IEALTU/1NP/PERCi ORM } 5 PEEP OBSE.RVAT`.ION HOLE LOG Hole It Ucpth fium Soil Ilorizon soil Texture Soil Color. Soil Other' 9ttrlkcu(In,) (USDA) (Munsoll) . Mottling (Sirncturo,Stance,llauldws. Couslstonav�°la t3ra�cl),,,, o—S 0 Pr coA B ' t 0 8 4 MG-.31 Z Z,S Y 1, DEEP OBS1'RVIArflON MOLT';LOG. ' ITole 11 Depth from Soil Horizon •Soil Texture Soil Color. Soil Other Surface(in.) (OSDA) (Munsell) "Mol"Ing (Structure,Stones,Moulders. Consistency,%Gravel) " -1 .74-1 - Q1 IZo r� } z _ DEEP OBSERVATION HOLE LOG hole#.� �YY Depth from Soil Horizon •` Sod Textord Soil Color soil Other,. Surface(in.) (USDA) (Muluell) Mottling (Structure,St it Doulden.. Consistcncv %t7i:wcl) ti-(0 01Q %J Z — `-1 I LI (L2 DEEP*OBSERVATION I- ';LOG Hole# Depth liven Soil Ilurizon : Sod Texture" Soil Color Soil Other . USDA (Munsell) Mottling (Structure,Stones,Uuulders: i Surface(In.) (USDA)"; Cvnsisle ey %Gravel) r _Rt, c F f Ii r o rlootl Insurance A to LNay i k ! t f6 I = Above 500 y t1 od bo ndaryi N , I i _ - �� Nr cs Witl>in 500 ye undAry Within 100 it rAlod boundat� De lh of Naldrstll : cumin ParVt us at�riul' , , Does at least lour fe t b natu lly,bcc real;` pervious material exist ut all or as observctl tlirougltout the, area}proposed l'or th s�o 1 a)yso tt n is stetri I s f If not,what is the tit: th ft{at rat o urlir envious matortal7 i F 4. Cct tltication l,certify<tliat:on U, ate 1 he a passed the sot(evaluator oxammat on approval by file Dopattmeut 'ItEnvirblur cutal Pilo ecti n tin teat the.above analysis w,as performed by me cons'fstent witll the required traming�ex smond exp ncn o�lescirbcd m'310 CIv11t 1 017x r �. y� 3 ^r '.Lille Signature i i Z:ilcn>rnvwrmcrtcrItnti I �i i a FINE LINE .......................u........... Et . ..E.......................................................E.... v73p0 L/ ^ • °' • ARCHITECTURAL-DESIGN _ aMM1E1MM • .. NOTES: Y _...... ._......_ ..... _...._ ._ ....._ ..... - _ - -- - - i NN t . FRONT ELEVATION SCALE: 1/4" = V—O" / 1, - p. �rlUv,rNf�' m - q 1 ,��F M = _ -- _- _ _.. _ _ - _ - ----- --= - - _ r --_... _......_...__......._.__ _ _ .._: B-EVATIONS REAR ELEVATION w - - SCALE: 1/4" _ V_an • _ - _ k y _ t FINE. p m " LINE A.RC.ITECTVRAL'CESIGN x « EVAETBAYFM • p. >: n .. rov c12 .. _ # . .. s _ - .. d� I , P U N m r L---J, L__—J z Q RIGHT ELEVATION " J , n SC = — ALE: I/4" I' O'i fD m Uj w , - _ " , EETMEMM WE ME ,. - -- a 1 r - 1 r � a --------- ------ - a. - ", �. .. ElEVAlIONS , p'L EET EI..EVAMON SCALE: '1/4" II'_06._ W=T0 17M s� F - - - , DAM'-1=7 - .. r' • FINE, - I LINE ARCHITECTURAL DESIGN r. _ �12'-0' 12'-0' 24'-0' 14'-0': PW8 12M 6'_0' b'-0' b'-O' 6'-0' 8'-0' - 11'-II' 4'-1� 7'-0' T-0' , •, xvwR6}e6e�tan 08I6M1E M10I8W I:i q r . Jjj1.._.._!.. - ___ 1 I I III' I lu I _ a.Il I I I I iI I � I III • • �, III � �� � I � � I III I ( I 1 Ill lb ^ •. ' '� m �'� ITIII I �� "� III o g I rn 1 I l 3 - - I Dw ® HERS b ff I .:..0b ® /. B,-4',. _ ® CEILING - - b Y CATHEDRAL00 - I0-6• -v 7 .;CEILING DININ6 I , ,GREA z m ® ISLAND ODIC t q- OAK .� Dn CARP G B - CEILING 30 1/5.x60 7/8' ¢ —_ ----- —�— v 5._ 2 BmROOM —� r I CARPET LJJ REF. 8co II-0 3/4' 3' 10 I/2' 4'4 I/2' 4'4 I/2'' 16'i' 14'3 3/4'x' —— ——— .. x -4'x6'PST .. TO RIDGE I HIS -. c VJ 'x6'PST UP K D. ® LIN TO RIDGE TW 24410 2Q 2Q - ® m 14 30 I/B•x60 7/B' j • - b '. SIDE 2A 2¢ � 2�_I UP I .' w m hoRCN MUDROOI I n H-- --------- ' ° ~ IPE DEICKING TILE 10 4 I 9. LITE I • v � I�I' I � FIRE °"° 2fi � .. 2� _ o' 24 I. ' .. .r RIDfiE RATED IT-0.•. .T_5' Id- ' .GEC FAN ' _RAT STEP I i I 6 � ' FLAT FLAT LL_ ILING22 : C25 EILING 45 - BAT}'I_ - -28 7/3'I¢I' AN ��Y F�� TILE - . OAK 24 �. II 2Q - - - iITE 28 _ iI i_v - �' — SETE3E09S (Ijo (IjJ II � x 22 3 1/2'DIA. I ; . - LALLT TO `.CONCRETE _ _-_W12x35 ST BEAH.ABOVE ___ a _ IPE O ING - . y,COV RED I b 3 1/2'DIA -- 3 1/2'DIA.,. _ - .. 1 DIfIE OWDPIC71 LALLY TO LALLY TO c CONCRETE G CONCRETE I . 30 1/5'x60 7/B' GRANITE 5LAB - TW 2 10- 1 4 'TW 24410 .. o 30 I/S'60 7/e' - _ a g o s n � . $ PLAN . - 4--II 1/2' 4'-II 1/2' T-II' T_y. .7'-9' - .. .. 2'-3' 9'-0' •+ i_6. 9'-O' -� 2'-3' :2'-II' 9'-II' ..15'-B' I4'-0' - _- FIRST FLOOR PLAN ' 3 SCALE: 114" I'-O" - . - ,DOE YA'IT - L . . FINE LINE ARCHITECTURAL DESIGN. 62'-0, - - r.vxAeL•e0'C6n'dE�lmn 12'_0' 121_0' 24'_0' 14i_0. - - 5MHf21Y1DAD 4'-6' b'-5. V-7• 5'-O' S'-O. V-0' - ae1BM1E ANC T ( I • � ICI � ' f � I IIr I I�i I .___... 10'-5 3/4' II'-9 I%4' _ `' Ib'-7 .BED ROOM - BED ROOM -' • CO z .o � CARPET b .. CARPET -- lJ m ...__..____..—_........._....._....._,_...,......_.................._ r z $ p - -------- - _ - OPEN TO -� ._..__._-..--._..__ .._..:.. ._ _ w _...__�_ 2D 24 BELOW c_..' ---'------- — TW2436 TMP - a 30 I/5'xM 7/e' 22 24 1¢ 2¢ LLJ w m � _o j o - - ' 11 . ..... 'I_..it M .�.—----.__ 4 x6'PST.UP m _ ' TO RIDGE —._STRUCTURAL . _ I I I I I I I I I tt .. RIDGE ABOVE _ r , --- m LIN ON LoFr • im '__® 4zGm .• ® r OAK ;tIDGE _ ® MATHS FAN BATH#2 TILE TILE m — _——_------__— _ .. r.. TW2442 24 24 FAN J _30 I/5'z52 7/6' 2 — 6'-I.1/4' S'-IO 3/4' T - 16-10 1/2' I. 1 - - . • DATE (3)TW2442 —__—_ —_ 33 J - .. M " - PLAN .4U _..i - ...• ....�. 17 DWI 41CFG i2'_0. 12'_0' 4-_2' SECOND FLOOR PLAN - _ SCALE: 1/4" - 1'-0" O!9O'f/ - .. °-`. - '' ..-._/' .. - - -K'- - ".. •° -.a nQAH m_a. ioo .-:--.-� 11IIII IIIII�1�1�i1'�:a�4,-®i.s;i:®„t;�,:',<-`.��rIIII-IIIIIII� �.'4.-<6 a qD-k O-J-O IIIIIIIIIIIII R§-N1�.r.ti.ofi`;''_:--:.rIIIIiIIIIII(I2L-'OF6AF,—_Sp'--D_O P O—.R+'-cm�i-_•I'_--8—'——6_'-1 O••i•--�II� IIIIIIiL __•-B_M�__5-3�-.9 I I/1z2_9-'/�4Lf-N_-V xM-L11 oma'p--9•P.—160-LK I'%_-A I TI4.T'�_-:-L 3V, •L I _-•iiIII. T J IIiIIIIIIIIII IIIIIII moOov-m . .- . _ - s ° y t - t39. •EmQ>mm oO_B 'I.. 6.N. P8r�•IC INE N E ARCHITECTURAL DESIG N PSM4X42M w — evwmyFm 12'-0' 12i_0. 24'-0' 14'_0' 4;_5. 5_2. 4_1. P.T.POST GALV.METAL POST ANCHOR 10' BOND TUBE PIER W/ 20''BIG FOOT FOOTIN4TYP. — I/2 LVL EV PKTL __ ---- 8.x8l'-9'CONCRETE WALL TOM)Ia6 REBAR COUNT TOP 1 BOI2 x10'CONTINUOUS FOOTING s - FULL BASEMENT 3 1/2'CONCRETE SLAB MIL VAPOR RETARDER - mLu I PKT 4BM 7 O341RTP we x STEEL IRTTO RIDGE 2 w9 xSTEELGIRT T UI2'DIA.ST T UP] %'x TO RIDGE IDGE9 � U %xC EO ABOVE GIRT GIRT ELECTRIC NCRETE WALLBm e x8'-9'COwLa on 12) CONTINUOUS FOOTING PT BEARING WALL nlwFEcro./O ET STUD WALLS 'DEEP 9' WALLBOTTOM EARLY ENTRY b)l '5 REHAB couNr TOP CONTRACTI CONTINUOUS FOOTING ON JOINT TYP. r— ——— -—— -- V Q WE in AT . GARAGE OFFSET CONCRETE 5B 2 L Jf — ——————— —__ x LAALIGN O AT 10 MIL VAPOR RETARDER SLALLY COIL/TUD WALLS — ————_——-- SEPTE BASE PLATE ENV-10'CONC E WALL 1 611E I6x10'CONTINU S FOOTINGGALV.METAL POST ANCHORNOTE: 10'"SONO TUBE PIER 6/8" ANCHORBOLTS 24''BtG FOOTFIN4,T1P. EMBEDDED ° 5PACED 32' O.G. 12' FROM WRNERS WASWER5 3'x3"xl/4' DROP PLAN L —__ — —_ _ _----_— - - - - ., -s - - - - FraM#17M .24'- 9'-11' 14'-0' F LL r -. ' J • .. ` FOUNDATION PLAN . .. DUE 1/W r FINE- LINE A ICHITECTVR.AL-DESIG N - , - - - 06191A16MA1 • \ - Y .. TYP ROOF .. .. - R30'e. RIGID WIND WASH BARRIER REWIRID RA F.G.IOOD S (2):'I 3/4 z'16'LVL RIDGE . AT EXTERIOR EDGE OF EXTERIOR 6/0 PLYWOOD SHEATHING/ .. TOP PLATE - ASPHALT SHINGLES 91MPSpN H2.5 Ub O a4 - FASTENERS AT ALL ^ � 16'O.C.R88 F.G. INS`\ 4 �4 7 RAFTER/TOP PLATE -. 4t70,0o�' ____ __ .JUNCTIONS TYP. - . �1ps • .-__.__________ I - _ 4 C�RG WALL• I e L ````� .t2 DORMER BEYOND SECTION CUT - c YO IK3 STRAPP11 `• QT - .. it • 1/2'GYP.BOARD.\ EPDM MEMBRANE OVER. 'UNDERLAYMENT*TAPERED SLEEPERS - 9'-O' BLOCKING 4'-O'O.C. IN FIRST TWO JDI$T AND RAFTER 2x12e 0 16'O.C. BAYS.FROM GABLE WALL12 _ o . 10 = TYP..-.EAVES Iz8 FASCIA/Ix4 SECOND MEMBER. - - - CONTINUOUS VENTING SOFFIT - . Ix8 FRIEZE BD.W/BED MOULDING TYP,EXTERIOR HALL STUDY GREAT ROOM SCREENED PORCH Z �" ' 2x6 EXr.STUDS•W O.C./ 6 ,R21 F.G.INSUL./ - .I/2'PLYWOOD SHEATHING/ - - . - TTVEK WRAP/W.C.SHINGLES • + - 3/4'TtG OSB SUBFLOOR - .. - NAILED 1 GLUED TO JOIST LC - -' II 7/5'LVL RIM BD. . - R30 F.G.INSUL. - • AT LEDGER TYP. 7/8 I-JOISTS • 'nI - - — 3 I/2'LOLLY COLUMN _ w _ _ i PT 2x12e P Ib OC j p_ }}} _ TYP-FOUNDATION WAIF BEARING WALL • P.T.SILL ANCHORED 32'O.G. - 8'z8'-9'CONCRETE DAMP PROOFBELOW GRADE m 10'xl6'CONTINUOUS FOOTING 3 1/2'CONCRETE BLAB—7 3 W m ` - 10-MIL-VAPOR RETARDER/ w 1/ I SECTION A ....SCALE: 1/4" = V_O" WX 4x4-FIR POST W/PVC CAP t SLEEVE. - - - PVC RAIL t BALUSTER SYSTEM - _ _ • SIDING I - SIDING. (2)1/2'GALV.LAG BOLTS t. SHEATHING SWARE COLUMN I SHEATHING` BLOCKING ALL SIDES - ."� '. —FRAMING - _'' .- _ - z.. FRAMING '.Ix4 IPE DECKING TYP. - a PE'll x6•x9'SPACER BLOCKS i i. /4x6or.SPACER BLOCKS - 1 OAIE L�6PIlOi b'O.C. IbO:C.O P.T.LEDGER FASTENED THROUGH 2x10 P.T.LEDGER FASTENED THROUGHBLOCK W/(2)S/5'x6'GALV.LAG BOL I - - FA:BAY W/(2)S/8'x7'GALV.LAG-BOLrSD WASHERS Ix4 IPE DECKING TYP. - (2),1/2'GALV.LAG BOLTS t 10 - ., 2x10 P.T.DECK JOISTS i 16'O.C. " BLOCKING ALL SIDES 2x12 P.T. DECK JOISTS f I6'O.C. :. GALV.METAL JOIST WANGERS Ix4 IPE DECKING TYP.• GALV.METAL JOIST HANGERS SII"IPSON H2.5 - -AT EACH END OF EACW JOIST - AT EACH END OF EACW JOIST 2'-O' FASTENERS AT ALL - '. ICE t WATER SHIELD MEMBRANE. - - JOIST/BEAM. - m - PT 2-WOn GIRDER JUNCTIONS TYP. () 3/B FASTENED LAG SCREWS GALV. �TI/y�� I--� I c PT 6.6 POST I I� I I I I bx6 P.T. 71�5 m SECTION �Cl/�W METAL POST BASE t ANCHOR - III LI .. - METAL T E t ANCHOR I -. - - 10'DIA.CONCRETE PIER W/ :I I-II I I 12'DIA.CONCRETE PIER W/ _ - BIG MG, 24''BIG FOOT'FOOTING III r s I� o 4''-&MIN.BEIAW GRADE III I �I I o . W-0'MIN.BELOW GRADE IIIIIII IIICII Q - III III- ,D 3T, 1702 . �. PORCH DETAIL III II-1 52 SCALE: 1/2" 11_QI, III III sEEnecFe J 24' 2 DECK DETAIL i.... I= S'Z SCALE: 1/2" 11-0° 28' . -.047E 1/AYU - i � I F (2).1.3/4 a 9 1/4'LVL. I m Ill v �R f I `lip `tr o �II } I r O � k - m mpp al y / rr phi i mp Yr3 ` - '• K f m BAYSIDE� BUILDING, INC, a 3 MYBMW SQUARE CQViEInIE,MA 02832 MNE:508-771-1040 m Z Z' =mm - - F - 1 i . 33-0' - DORMER WALL - I C j I j I I 1 I . y RID4E(3)II'LVLe .. = 03 ppa m 44 i I I i }.. 1 (3)2x 10'n i z m a v � y 0 - A r z . m e 0 0 (s)2 x 10'. Z (2)2 x Ian - } a x • -_ t p BAYSIDE BUILDING; INC, a; 3BAVBERW SQUARE CaffERMLLE,MA02632 '�_mTs. I PHONE:508 771 1040 m Z I: zMm I f s. .. _ , k k t n t e .t : Y , r , x - r , > ... a ... '.. a ... i , w r a e • .r r. 41 te . a 11MOLMINUMon g �� � ,'lu�•�, 'llwl���s�l�wi�a�'�iVll�l����9�n s��,w� . ,: --- , a—n to .. .. zr� zr DT + >- DN DNr,PW Y n KZ ?'FC . O=' O= r -• C 3 ., m ° HMfg , P - v F r - Y^ R s o BAYSIDE BUILDING, INC. s BAYBER v sauaR WERMuF,MA 02632 > r T1 m � . PHONE 508-771-1040 ZZ z;'m I-Fl. e 3 E G E N SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR if � 99- EXISTING CONTOUR SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6 OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99 EXIST. SPOT ELEV. TOP FOUND. EL. 30.1 FILTER FABRIC OVER STONE m GARBAGE DISPOSER IS NOT ALLOWED \ o 0 -[99]- PROPOSED CONTOUR 29.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 29.0' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. $oufh N 0 PROPOSED 4 BEDROOM DWELLING NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Qin 198.41 PROPOSED SPOT EL. PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-1Q M t DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD RISERS (TYP.) PRECAST RISERS TH1 2'0 4"OSCH40 PVC MORTAR ALL H-10 �' 6" MIN. SUMP PIPES 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE USE A 440 GPD DESIGN FLOW �ENDS 4'12" iJ.: DiM. (TYP ) INV'S EL 25.20 4'- MIN. t o e5 26 2' SIDES 26.03' s o * o.,,.e 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH e o % SLOPE OF GROUND �o�o0-0 10" 1500 GAL H-10 14" ° ° ' ' °°°°°°°° 310 CMR 15.000 (TITLE 5.) 25.74 TEE TEE o ®��® ®®®0 ®®OIL -®®®m 'o°o°o°o° LOCUS SEPTIC TANK: 440 GPD (2) = 880 SEPTIC TANK \25.49 UTILITY POLE 4' LIQ. LEVEL °o°00o0o0o°0 °O°OOO°O �����0���®® ���®®0®���� '0000000 ° ° ° °f.° WATERTEST D'BOX o >°o°o°°°o E2 r= ®OOOO ®�C�O�®O�®®® 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 0 o O = _ _ _ _ = _ _ _ _ �000°o°o° USE A 1500 GAL. SEPTIC TANK ACME OR EQUAL GAS BAFFLE ..; 0.°o°o FOR 'LEVEWEss N ;og000000 ®®®®®���®® ����OO�®O®O '0o000000 FIRE HYDRANT ,.It. p _ ' °o°o°o°° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: 25.47 25.30 >°O 000 23.2' PURPOSE. ' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. West oo rnor NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING o0000000000000000000000000000000000000000o00o p Q SIDES: 2 33.5 + 12.83 2 74 = 137 GPD �,o�o 0_o_0.n_�.1 0 0 0 0 0 V.�_�_0_0_0.o H-10 500 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 BACKFILLED OR CONCEALED Bay ALL AROUND PRECAST STRUCTURES BOTTOM 33.5 x 12.83 (.74) 318 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE of STONE: 33.50 X 12.83 WITHOUT INSPECTION BY BOARD OF HEALTH AND �? COMPACTION. (15.221 [2]) w PERMISSION OBTAINED FROM BOARD OF HEALTH. TOTAL: 615 S.F. 455 GPD r 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFEUSE 3 500 GAL. LEACHING CHAMBERS ACME OR EQUAL LOCATION (1 F ALL UNDERGROUND AND VERIFYING THE LOCUS MAP ( ) ( ) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES WITH 4' STONE ALL AROUND ( 2•5% SLOPE) ( 1 % SLOPE) 1 16.0' BOTTOM TH-1 PRIOR •TO COMMENCEMENT OF WORK. ( % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000't FOUNDATION- 16 SEPTIC TANK 2 REMOVED BENEATH AND 5' AROUND THE PROPOSED D' BOX 12' LEACHING LEACHING FACILITY. ASSESSORS MAP 140 PARCEL 49 FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND MA REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. APPROVED DATE BOARD OF HEALTH *THE INSTALLER SHALL VERIFY THE 13. ROOF DRYWELLS OR GRAVEL DRIP EDGES TO LOCATIONS OF ALL UTILITIES AND ALL INFILTRATE ROOF RUNOFF REQUIRED. BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM TEST HOLE LOGS \32� ENGINEER: CRAIG J. FERRARI, SE #13871 3, WITNESS: DAVID W. STANTON RS 2017 3 13 � DATE: / / PERC. RATE _ < 2 MIN INCH �00 00, CLASS I SOILS P# 15291 w w ELEV. ELEV. ELEV. ELEV. '� )3 0" 4 28' 0" 4 28' 0" 28' 00) 4 28' I� LOT 6 �'0 A A A A 0 00 22,807± SF °o' 6� LS LS LS LS 29-\ 1490 g 10YR 3/2 » 8 10YR 3/2 „ 10 10YR 3/2 „ 10YR 3/2 28 B B B B y LS LS LS LS 24„ 10YR 5/6 26, 18" 10YR 5/6 26.5' 24" 10YR, 5/6 26' 26" 10YR 5/6 25.8' 7S / 5' REMOVAL OF UNSUITABLE SOIL REQUIRED IN / AREA OF EXISTING FOUNDATION, DOWN TO ZONING SUMMARY , l07 / SUITABLE SOIL LAYER. REPLACE WITH CLEAN / � // SS CMR 15A255(3)ND, TO MEET SPECIFICATIONS OF 10 , C C C C ZONING DISTRICT: RC DISTRICT off° 1 / 2B TH1 828s PERC PERC � 6) 6 REQUIRED: EXISTING: PROPOSED: / $` 3� MS MS MS MS MIN. LOT SIZE 87,120 S.F. 22,807 S.F. 22,807 S.F. // T 2 9.4] MIN. LOT FRONTAGE 20' 92.62' 92.62' 2� MIN. LOT WIDTH 100' 92.6' 92.6' 10YR 7/4 10YR 7/4 10YR 7/4 10YR 7/4 MIN. FRONT SETBACK 20' 26.0' 34.1' ` BENCHMARK: MIN. SIDE SETBACK 10' 26.7' 10.8' � OLA CEMENT BOUND MIN. REAR SETBACK 10' 180' 149' 29 = 27.6' NAVD88 *MAX. BUILDING HEIGHT 30' 25'f 9 PROPOSED p• 2 / DWELLING O 144" 16' 144" 16' 120" 18' 120" 18' *MAX. LOT COVERAGE 20% 3.3% 11.4% 3 / TOF *MAX F.A.R. 0.30 0.03 0.14 = 30.1 © NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED *PER §240-91 N �� TH4 ?7 V SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT 222936, i ` O 33 TAN SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT . PROPOSED F R t � ° SITE IS NOT LOCATED WITHIN ESTUARINE WATERSHEDS GARAGE 1 N� SLAB = 29.6 •. ° TITLE 5 SITE PLAN d Q OF ro OP tK 0 A rON #33 BLAND® R { D ,VE � QRAU P OSTERVILLE, MA PREPARED FOR KEVIN QUINN DATE: MARCH 14, 2017 MAINTAIN 10' SEPARATION REV.: APRIL 7, 2017 (MOVE HOUSE) BETWEEN PROPOSED WATER SERVICE AND ALL SEPTIC COMPONENTS r\ Scale: 1"= 20' 0 10 20 30 40 50 FEET \,ZH OF A4,18 � �H OF MASS. C DANIEL A. yG� DANIEL yG�m OJALA A. A . off 508-362-4541 CIVIL OJALA fax 508-362-9880 No.46502 No.40980 I downcape.com P ��..` ,�w �F�SS,o S8/O down cape eng rS�ONAL AL EN.,: •��SUR`�E ineering h7c. �O � civil engineers I �-; land surveyors 939 Main Street ( Rte 6A) DCE # > 7,-048 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-048