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HomeMy WebLinkAbout0312 WIANNO AVENUE - Health 312 Wianno Avenue Osterville A= 140- 157 --001 0 0 0 0 ° . . 0 0 , o.t i . o , » as 1 e v TOWN OF BARNSTABLE LOCATION SEWAGE VILLAGE_ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 5 o8 -,5-AL 7 SEPTIC TANK CAPACITY 150,3 /1-26 LEACHING FACILITY:(type)&-Ifec 3-3 0 (size) 3 6 X 1 Z. NO.OF BEDROOMS OWNER.;_ PERMIT DATE: 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 leac facility). feet FURNISHED B tp Sty ��rQ v o@ W Lq W i 4j 0 W 4 •V ..� eel X.,_ 00 — J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for Mispo9af 6pstem Construction permit Application for a Permit to Construct(0 Repair( ) Upgrade( ) Abandon( ) DB Complete System ❑Individual Components Location Address or Lot No. 0 s4 t,e Owner's Name,Address,and Tel.No. eTvr � ' Assessor's Map/Parcel l Q j� -Cot �� ,�Oft 4 lC(cl 1 er' e,A ess,and T&No. CVO Designer's Name,Address,and Tel.No. ®-v aZ Type of Building: Dwelling No.of Bedrooms Lot Size �/o� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requi d) Q gpd Design flow provided /-{ (o / gpd Plan Date O Number of eets Revision Date Title r Size of Septic Tank,4��0- 19 Type of S.A.S. 12 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 a Environmental Code and not to ace the system in operation until a Certificate of Compliance has been issued by this o c of Healt . ` Si Date Application Approved by Date Application Disapproved by ate for the following reasons Permit No. O Date Issued }"T ? - No'a[�CJ� — /' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISIPkN -,TOWN OF BARNSTABLE, MASSACHUSETTS -4- Rpplicati for : isposar 6pstem Construction Permit Application for a Permit to Construct�e) Repair( ) Upgrade( ) Abandon( ) ®.Complete System ❑Individual Components Location Address or Lot No. I s'v n9 p.. Je Owner's Name,Address,and Tel.No. TA�rr�5 c u c E x- Q5t'e r a r" i ( Assessor's Map/Parcel / y0 _ 1 _ p P ',O,t er' 'lani/ Ac ess,and .No - "` �Q Designer's Name,Address;and Tel.No. —j h y�- �` t r� C( 4rd� �a goy ` per, / ,9s7 Type of Building: I I Dwelling No.of Bedrooms Lot Size L a sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.requi ed) Q gpd Design flow provided (D gpd Plan Date Lo Number of eets Revision Date '. Title W r Size of Septic Tank - Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) t . Date last inspected: i 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 f the Environmental Code and not to lace the system in operation until a Certificate of Compliance has been issued by this Board of Healt c Date �b Application Approved by Date Application Disapproved by ate for the following reasons Permit No. `j L4 Date Issued �Z 7 �S r ----------- - I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance f THIS IS TO CERTIFY that th pn-site Sewage Disposal syste Constructe / d ) Repaired( ) Upgraded Abandoned( )by / C /,,2 4mr v C 1 6 oU at + Z j�) /,. N O (% has been cons " t in7/�dated ance with the provisions of itle 5 and the fo'r Disposal System Construction Permit No I Installer Designer fI k C4 r- i #bedrooms Approved d gign ow � JJ I gpd CY The issuance of this permit s I n t construed as a guarantee that the system 11un designed. Date Inspector --------------------- ------------ � No. E�0 Fee �D ' � l L� ----------------------------------------"----------------------------------- ---/._`,O/ ------ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misoosar 6pstem Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade ) Abandon( ) System located at W r0 Ai 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:Cons dition mu be completed withi thre y 15f the date of this permit. Date Approved by No. goo — , q r A7 Fee �V THE COMMON. WEAI:TH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for �BigpogoY 4p!5tem Corgi.5truction permit App.lication for a Permit to Construt.o Repair Upgrade( ) Abandon( Complete SystemComponents Individual Location Address or Lot No. 312, W 1A a N 0 & 6 Owner's Name,Address,and Tel.No. ' Assessor's Map/Parcel 4D v 1 0 ,0® r eb os oX 456 oS TI-AU t-LiF— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.i9V`ix-ffe AtyE r19R iTHC.&j Lvov 'PE Soy-77/ -7so L Type of Building: Dwelling No.of Bedrooms pp��'� �4- Lot Size 4 jsto o sq.ft. Garbage Grinder ( ) Other Type of Building 194617 ►r/1� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)_ gpd Design flow provided gpd Plan Date °7/�3 f®a " Number of sheets Revision Date Title 3/2- WZAIVoVO Size of_Septic Tank /5_0 0 6/4- Type of S.A.S. C f9G-I-E C. 0R, F—&A--f, Description of Soil 2— 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 Environmenta ode and not to plac e system' ration until a Certificate of Compliance has been issued by this d of Health. Signed A444s to Z �v Application Approved by Date 7` Application Disapproved by: Date for the following reasons Ft f Permit No. Date Issued 7 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 has been constructed in accordance Q� with the provisions of Title 5 and the for Disposal System Construction Permit No. d-0O Y — 31 q dated 7��8 6 Installer Designer W YfA•Al #bedrooms Approved design flow ®` gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. . Date Inspector ------------ --------------------- --------- =----Q-�-------------- ---- ��® � �• Fee�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1i,5po5al *p5tem Con5trUction Permit Permission is hereby granted to Construct (,r') Repair ( ) Upgrade ( ) Abandon ( ) System located at �j/Z W 1 A/V y0 Al- 46 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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 t Date ��g C Approved by, C s No. r` a _+ � _ yT•a' ': Fee «l THE CO�04�IWEATH'OF<MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOVIiWOF BARNSTABLE, MASSACHUSETTS Yes 't 01ppgication for Migogar *pgtem Con5truction Permit kl u Repair( Upgrade( ) Abandon:( ) t�lf Complete System ❑Individual Components Application for a Permit to Construct�(j oe j Location Address or Lot No. 3 (Z W/A N A/o Arv6 r Owner's Name,Address,and Tel.No. US T�t�VI LG. ' Assessor's Map/Parcel 40 -/`'S —d 0 i' 13 oX 41T6 6&7t"j L L� Installer's Name,Address,and Tel..No.----- Designer's Name,Address and Tel.No.��e' 6 M A Tr064AJ fpIok 49E SoY,771 -7.fo Z Type of Building: - Dwelling No.of Bedrooms 4•- Lot Size 3s(o sq. ft. Garbage Grinder ( ) Other Type of Building RUM~ No.of Persons Showers( ) Cafeteria( ) _ Other Fixtures 1 ��^ �,!_ Design Flow(t n.required) 446 gpd Design flow provided �f`to� "� gpd Plan Date 7/2310-8 -°" Number of sheets . Revision Date #' Title -312. l,�j/ANNy �}�/ . Size of.Septic Tank /_5 0 O rAL. Type of S.A.S. e&t j9 C OR IE-&A t, Description'of Soil S6.F S! -t 2_/Z Nature of Repairs or Alterations(Answer when applicable) Date last inspected: l Agreement: x 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 t e system in operation until a Certificate of Compliance has been issued byZthis4olqof Health. �Signed r' E4r� /` Date ��3/�t� ;t Application Approved by e + f rt %0 / r Date Application Disapproved by: \/ Date for the following reasons � iPermit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS (� BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (k--)- Repaired ( ) Upgraded ( ) 1, - Abandoned( )'by '{ at7 � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �d0 �3 dated 7- Installer // ' - Designer MYZQ-k Y6 #bedrooms Lf� Approved design flow gpd �. The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 1 Inspector �r---- — --- -- -- -- ..-�.-s.-_----_--�-_' No. ,3da�-3 f THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS } a - ligpogal 4pgtem Congtruction Permit., Permission is hereby granted to Construct (,4<) Repair ( ) Upgrade ( ) Abandon ( ) �- E System located at / k/1/4IVIVO I14E 05ffl21//LC.I 1"A 4 716 ST G - and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty t, to comply with Title Sand the following local provisions or special conditions. Provided: Construction must be completed within three years off the date of thi�per=niit: Date -7 "_2-9— Approved by. J/f Town of Barnstable. . 'O o Regulatory Services 'Richard V. Scali,Interim Director t: - snxxsrna�e. » € KAS& �g Public Health Division 1659. pTEa '�° Thomas McKean,'Director 200 Main Street;Hyannis;MA 02601 ti Office: 508-862-4644 R 'Tax: 508-790-6304 Installer& Designer`Certification Form' " Date: l 11 i3 Sewage Permit# 200$-3N Assessor's Map\Parcel 1't0 15 - 001 . Designer-! 13avj a t Installer.: R F.14 CAm_x_ ,c.iia;� _ Address: '�7B New Address: 1Rt'e 12r,.,k Z$?w \'c 0�. c3 tasf- lrnyyfL, G ZS34 On h-u t.",On was issued a permit to install Ja _ (date). , (installer) septic system at 31Z W« o y , A4 x 8s v�tl� ��based on a design drawn by (address):,. l3 zxkw � z dated; l L- S-2D t 3 (designer) p ✓I certify thaf'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. Strip out (if required) was inspected and the soils were found satisfactory.` _ 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. Strip out(if iequired)`was inspected and thesoils were found satisfactory. I certify that the system referenced above was constructe mpliance:'with the terms of the J\A approval letters(if applicable)` I�A OF MA OO STEPHEN yG ALLYN � nsta is gnature .' o WItSSON �. r No.30 '27 6 a 0. G'ISTER��S,J�`� 2 signer's Signature) , .., :(Affix: mp.Here) f. PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION..T CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticTesigner Certification Form Rev 8-14-13:doe (�Zcnn$—C�t2:02� Town of Barnstable P# Hof THe rok� o* Department of Regulatory Services • BARN9r'mim Public Health Division Date 3 v� a,fl 200 Main Street,Hyannis MA 02601 D 01F MAC A . t3.. Date Scheduled �ffTime Fee Pd. Soil Suitability Assessment for Sewage D' sal Performed By: tSC*1 Witnessed By: LOCATION & GENERAL INFORMATION Location Address -3 12. W 1 a h h Ave Owner's Name �, y/os k ru. TNof- Address Os he e v i l La. Yuri GL6 5S Assessor's Map/Parcel: 1 u V I S7 001 Engineer's Name.rjte phen�1• Lt�i 6tn�a P. NEW CONSTRUCTION REPAIR Telephone# 0 Cx4 13` Land Use r`e_5 1 CG.41 a 1 Slopes(%) Surface Stones '"_6-Y1 A_ Distances from: Open Waiter Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way' • ft Property Line ft Other tt - '�4� -i ns of lot exact locations of test holes& rerc tests locate wetlands in proximity to holes SKF � o p ty ) 67 I l � , ° •�Nlf• •lrYlr ' NEW- q+° �i��fCX1f0'a1Y�Kf1E V roar nr 9 Parent material(geologic) 167 cttAO o 74 c r,:5� Depth to Bedrock o Depth to Groundwater: Standing Water in Hole:- Weeping from Pit Face L1 Estimated Seasonal High Groundwater.. DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.holc: • in. Groundwater Adjustment tt. Index Well N Reading Date:` Index Well level Adj,factor Adj.Groundwater Level_ �g PERCOLATION TEST Date N l0 08 Time !t" (.0 Observation a Hole# Time at 9" t1-La ' a Depth of Perc S�/ ; Y Time at 6" N Start Pre-soak Time a I I i VQ 30 Time(9"-G') O 1 End Pre-soak Z wilh/Ivlc� ', Rate Min./Inch N Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation.Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERCFORM - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other ' Surface(in.) (USDA) - (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) - /Z`_ AjoSuNcQ... lcwt o`{ ie ;3�U Szrd y La2x 110 Y R Ine d,✓," Sand ►U .�t2 S/�, 80"-IU.y C2 1'►lc�iuvn Sand 10 `YR .6/� DEEP OBSERVATION HOLE LOG Hole#Z Depth from Soil Horizon Soil Texture Soil Color Soil ''Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ons' to "o Gravel) l,4P Sandj. l.ea.n-t �- 511 G MCAV,m 54"( i b Ylc 61 2G I 6 10 � 7/�. - DEEP OBSERVATION HOLE LOG. Hole# 3 Depth from Soil Horizon Soil Texture Soil Color . Soil Other.. ' Surface(in.) .(USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.o o eel 0- 8 Fell A , Sandy Loa-vh 10 Y12?� 16 41Q 1?- C mell'im SuhJ 10 Y12 5/10 DEEP OBSERVATION HOLE LOG.. Hole#_ Depth from Soil Horizon Soil Texture. Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.% �cl L or�v�, tl� W 1�rt 3/3 tiQ `L•.-r,a►rt 7?- C Med wm (V Y f2 7Z't_ lyt" �� M d,,), SF 0 ICE Yre 7/1, Flood insurance Rate Man: it Above 500 year flood boundary No_ Yes Within 500 year boundary No x Yes Within 100 year flood boundary No-)e Yes Depth of Naturally OccurrinE 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? Yew If not,what is the depth of naturally occurring pervious material? Certification ' I certify that oil. (date)1 have passed the soil evaluator examination approved by the Department of Environmental 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. DateIV y 2y Q:H EA.LTH/W P/PERCFORM' iIECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ? TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) _ ` FENESTRATION SM'UOFR CEILMO WOOD FRNAW%PU FLOOR SASENENTWAIL SASENENTSLAB CRAWL SPACE WALL UFACTIX/ UFACTOR R-VALUE R.VALUE R-VM1E R•VALUE R-VALUE R•VALUE 035 OW 13. 1 20 ]0 I 1DM3 10(2FT.DEEP1 IW13 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. Z 10113 MEWS R-15 CONTINUOUS INSULATED SHEATHING ON THE 04TERIOR OR EXTERIOR OF THE HOME OR R•13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMEN WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENIEROYREOUIREMENTS PATIO ma 22d S'd ,Od Sd Sd rd rd 6'd s-T 12$ T-1O rd r$ 6'$ Td rd rd Td B C H � sH A7 7 APRON a a o ° 8= mom--== SN DW euL CABINET \\\ ° FRENCH DOOR AKITCHEN 2Tv Gv.w F �B EIARIAN I LAY IFY KITCHEN AFRENCH DOOR \ / 2'xw I OUT W/OVMER) - \ —�/ FRENCH DOOR ART STUDIO r O RANDE I ryVERIF)fAU.F.P & j I " CY LTEDCaLMG) O I SWUWUND& I I LIVING HEARTH � MASTER I I Sd R I e BEDROOM mo V, 8 � \� U BWLT© N REF CABINET RENCH roc-N T GARAGE DOOR OOR I © IIi �oErAI Ls MTHE FlELDI III DN - a h 000a TED HALL y o ra sd r$ s / s-r xs ra\ 2- Td s•1P M'd '" 27rx7O' // \ �, — TRANSON ASOVE . PocNE. is P'TRY -------- I I f LFD k O " 4 MOS. DooR sllx -- — -- — b zero I G401Sa It Poch O°O c s n I I O rum coLUN I I I 11 I^ DOOR © / °°� 1 I eEJAUNG) L'DR . I uN. I I --- (�p` i� W.I.C. j BATHMASTE — A fi A ♦� o LINE OF S F ABOVE OFFI �V 4 I UP 1•� Ell a A7 A7 BENCH& I I D I (FIAT — M.m® n.».,M $ " HooNs O BATH ININ fl I b FOYER I `F'LWw ~ I ® o I I �AOPEN RCw— ® I i ooFAN O C�)1 r� f ° VEIN FAN I I © I I MEN �f TO OUT51oE /\ ;^ � r. " A b k, UP B b M I 4 A A q A h A an " p - '�::9► z LA q sL sL q A I I ` 5j sa ITT sd s$ rd s$ I sa r$ rs r$ r$ sd I e Ir-r �•s 1 9 fi^ C✓a COVERED I s ------------ —39BCJi--- -------- ----- ,�,.` +✓ s`r11 Fl F`T.6.SCOILMNS NOTES: 1a'$ 1P$ IC W/PT.Bxe FOSTS Tld iB'd aDa wa FIRST FLOOR PLAN WINDOW SCHEDULE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS 8 SLABS 8 DIMENSIONS IN THE FIELD TO BE 3000 PSI TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS FIRST FLOOR 2500 S.F. 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE A MARVIN ITDH3472 2'-10 1/2•x G-0 1/4" INTEGRITY DOUBLEHUNG IMPACT GLAZING SECOND FLOOR 138Ot S.F. 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DURING FRAMING CONSTRUCTION ` DETAILS,&FINISHES IN THE FIELD WITH OWNER 8 • ITDHTR3418 2'-10 1/2"x 11-4 1/4" INTEGRITY TRANSOM IMPACT GLAZING TOTAL FINISHED SPACE 3880t S.F. 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 13.)TIMBER FRAMING TO BE LATIOSPRU SIPINFM S REEND GRADE C CUSTOM 2'-8 1/2"x 5'-4 114" INTEGRITY DOUBLEHUNG IMPACT GLAZJNG - FIRST FLOOR TO BE 8`0"ABOVE SUBFLOOR ON F.F. 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES D CUSTOM 2'-8 1/2"x V-4 114" INTEGRITY TRANSOM IMPACT GLAZING BEDROOM#4 414 S-F. &68"ON THE SECOND FLOOR 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA.EXPOSURE"B" E ITDH3664 T-0 1/2"x 6-4 114" INTEGRITY DOUBLEHUNG IMPACT GLAZING GARAGE 792 S.F. 4.) ALL CONSTRUCTION TO CONFORM TO 78o CMR MASSACHUSETTS &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF F ICA 25393W 6'-3"x 3'J 5/8" INTEGRITY CASEMENT IMPACT GLAZING STATE BUILDING CODE,BTH EDITION AMENDEMENT&IRC2009 MASSACHUSETTS WIND SPEED MAPS G ITHD3456 2'-10 1/2"x 4'8 1/4" INTEGRITY DOUBLEHUNG IMPACT GLAZING 5.) 110 MPH EXPOSURE B WIND ZONE,2.25 ASPECT RATIO 15.)GLAZING PROTECTION PER 780 CMR 5301.2.12 TO BE IMPACT GLAZING H CUSTOM 2'-8 112"x T-8 1/4" INTEGRITY DOUBLEHUNG IMPACT GLAZING 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O:S - ©SMOKE DETECTOR OR HORIZONTALLY W/BLOCKING AT EDGES,3•EDGElIZ-FIELD NAIUNG W/OWNERS PRIOR TO START OF CONSTRUCTION WITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT ©CARBONALL D FICIENCY REQUIREMENTS&VERIFY ALL D MONOXIDE DETECTOR 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U460 LOAD 18.)FOLLOW ALL REQUIREMENTS OF THE RESIDENTIAL ENERGY 2.MARVIN INTEGRITY WOOD-ULTREX INTERIOR/EXTERIOR 8-) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINERING& EFETT AILS WITH THE INSULATION W/STORMPLUS GLAZING.SIMULATED DIVIDED LITES&SCREENS ®HEAT DETECTOR SURVEYING FOR ALL PROPOSED&EXISTING DETAILS INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE VERIFY ALL DETAILS W/OWNERS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 17.)VERIFY ALL LANDSCAPING DEATILS W/CONTRACTOR&LANDSCAPE SIMPSON COMPONENTS DESIGNER/CONTRACTOR IN THE FIELD THE DESIGNER SHALL OE ROTIFIEDff PNY COTUIT BAY DESIGN, LLC NEW HOUSE FOR: ERRORS CTION-HERUIREFOUFIDON SCALE : DRAWING NO.: THESE DRAVONOB PRIORTO STARTOF 436REWS13A ROAD WLCotLBEUCTwaT1��nIaNDcoMR�TOR 1/411 11-ON MALL EE RE9PONSIBI-FOR THE CONTENT' MASHPEE,MA. 02649 N,T„E&EDRAWtNosffN.0=CONST&IDR°N c KANE RESIDENCE OF ��,T��ORU A DE9IONEA OF ANY ERRORS OR OWBSION9. PH. 508 274-1166 o ESEiEo TEED ANYTMFR� E DATE FAX(50 )539-9402 6/1/2013 312 WIANNO AVENUE OSTERVILLE, MA THESE ORAWIN0.9 REOD REB THE CONSENT OF THE OESIONER WIDER TINE ARCHRECIIJRILL COPYRIGHT PROTECTION ACT OF 1M ' zza 1sa w•a ma }4 11'd 7d 7$ (GABLE) (BIRD DORMER) ()ABLE) B C q A7 7 M1 e A7 4 4 H I H UNFINISHED CST STORAGE a I I b BEDROOM#2 BEDROOM#3 Log. a I —T q " __J 1 m ART O STUDIO O BELOW +r$ 7d +rd �.� h I q q 8 a CLOS i �'a ra e•$ O b 3p"ss 1 MASTER m 1 © © I BEDROOM - a o � © I � BELOW h ZC.6F I WNDOWSABOVE 1 b °N II CLOS. 1 11 © R © 27.93 37.w I BEDROOM#4 "g © I HALL © I 4-4 o e - LIN. H 1° O ON b " 1,,....3 m HALL k + UNFINISHED ©4'Yr STORAGE MOWER (` A I 1 m r.r BATH#1 H s$ 1za '-0' A7 k © a I ( ADDEss r sr O ra PANEL A FOYER U a A7 ® BELOW ® h ACCESS h VENT FAN LIN. b O VENT FAN PANEL TO DUTSIDE TOO b c n q zc.sa zF.sa b b b BATH#2 ACCESSACCESS q EL r PANEL PANEL N B --PAN--- E:L EOF WALL LLMEOFWALL — AV_ D 7 SHELF b BELOW A , s TVB q q b 4 G SET WINDOW HEAD C NEIGHTSATOORNERS A TO FIT ROOF LINS UNDERNEATH t 1'd fl'a 3-r 6 6-7 S-/P 6'.7 6-tO' 6'-7 a•-11- 6-11' Ir-2 6-1r (GPHLE DORMER) (GABLE DORMER) (GABLE DORMER) (GABLE DORMER) (GABLE OORMEf) zxa 1B$ SECOND FLOOR PLAN TILE DESIGNER SMALL BE NOnFIFDF ANY Q COTUIT BAY DESIGN. LLC ERRORS.T...R OM SIONSAREFOUNDON SCALE : DRAWING NO. NEW HOUSE FOR• THESE DRAW NGS PRIOR TO START'IF 43 BREWSTER ROAD CONSTRUCnON THEBWLDNGUrTIONCTOR 1/4"= +-�" p WILL BE RESPONSIBLE FOR n�iCONTENT 43 BREW E O AD COMMEEDRAWINGSIF CONSTRUCTION c KANE RESIDENCE COMMENCES WITHOUT ANv OR OTETHE �� PH. 508 274-1166 ocTHEowNEal+oTEro AmotHel USE OF FAX(50 )539-9402 THEBETHESEORAVANGSARESOLELYFORTHEUSE DATE 312 WIANNO AVENUE OSTERVILLE, MA ARMTECTURALSREOUIGHTPROTECTEN �/1/2013 CONSENT OF THE DESIGNER UNDER THE ARCMITECTURILL COPYRIGHT PROTECnON ACT OF 19M GENERAL NOTES : x A • • • ' �y L N jF 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED CONSTRUCTION AT LOCUS POTTER HESS LER CARROLL, JR. / • •. '.; ., a o >r ! 1) LOCUS AREA LS COMPRISED OF ~, b - E \ �►� BARNSTABLE ASSESSOR'S MAP 140 PARCEL 157/001 p '3i: • • 6+• •••�_•• • • • + .r LOT 1 O PLAN BOOK 545 PAGE 100 \ SEE ALSO: LAND COURT PLAN 15870-8 • ..n• w ,�.a 3t;.• fah• '`' PUN BOOK 315 PAGE 67 ( AVE 1929 LO r ' ' : ' : a �'; .* • .• . :.�, PLAN BOOK 36 PAGE 25 F3 ) OWNER/MPLICIWf: EASE BAY/OSTERMLLE LLC P.O. BOX 496 ATPak -.t •• ;;,. OSTERVW.E; MA 02655-0496 , 140/206 3.) PRWECT BENCHMARK : BARNSTABLE GIS BASQIAP 140 N EL = 33.3 - .:� o .y • N/F AT CENTERLINE WIANNO AVENUE, NEAR MID-POINT ALEX P. DUHAMEL " OF LOCUS (NGvO t) • .x� 3 • ,� ( 4.) ZONING IWORMATNONI • .•Q `j Q �t.. .d: •• ••• 0 0 �y ZONING DISTRICT . RC . • r LOCUS MAP SC810.8 V low �, ,qg'��- � , MIN. LOT AREA = 87.120 S.F. = \ \ ,?,lb' �1--� MIN. LOT FRONTAGE = 20 �'�,- m 8 FRONT YARD SETBACK = 30' • xi�31.' �'- SIDE $ REAR YARD SETBAMS - 50' / 30' s 2 ' .g J'� / / ' < < w-a * ZBA VARIANCE 2004-147 DATED 01-17-05 t a� OVERLAY DISIRICIS: AP AND RPOD \ ' / 5.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED TO BE NECESSARY A TITLE SEARCH S44 L BE PERFORMED BY OTHERS dj J t t g 6•) THE PROPERTY LINE INFORMATION SHOWN S BASED ON CLW WT AMABLE RECORD INFORMATION ryyy r y a CONSISTING OF PLANS AND DEEDS FIELD SURVEYED BY BAXTER NYE LNG W SURVEYMIG f + x 33.7 '� ON MARCH 18. 20 24, 2008 140/205 3}� N/F / s° 4l0 PARCEL 157/001 ', `;� 7.) COMMUNITY PANEL NUMBER: 25=1 0016 'D N FLOOD ZONE C MARY ELLEN & RICHARD �x ."I SO. FT. O'HARA, TRUSTEES i ACRES + 8•) ENVIRONMENTAL •SITE LS NOT WITHIN AN AC.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). • ' � �� • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER x 3 9 140/157 NHESP MAP OCTOBER 1. 2006 TSTWATED HABITATS OF RARE WILDLIFE" x 3 s� x o � \ 1.6 'THE COVE AT EAST BAY" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).• � l 46 \\ • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1. 2006 'CERTIFIED VERNAL POOLS 32.6 . CB/DH - HELD Q I� �J' ti i . \ / `s •SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1. 2006 EXISTING WATER `` _ �, 34.70 +, ; ,�•� 28.1 THE MASSACHUU.SETTTS�ENDAN ROLRE�SPECIES ES�REGU UNDO? (321 CURIO) 4- SERVICE TMO BE ABANDONDED UM OF OIL •SITE IS NOT WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE 32 \ i }' '� ti x 2 28.3 PROTECTION AREA .� �• � '�` i � it tl � 9. UTILITY INFORMATION SHOAM HERIX BENCHMARK: �• / ` 5 ti0 ) CB DH I T V•4 t �� x'2g 6 X 3 7 S� • THE CONTRACTOR SHALL CONTACT DIG SAFE(AT I DIG-SAFE) AND UTWTY COMPANIE'S TO LOCATE MAG NAIL SET HELD /� 5/8.. � �� + '`\ �G ALL EXISTING UTILINS, AT LEAST 72 HOURS PRIOR M THE START OF CONSTRU 70L THE LOCATION OF EL. - 32.9 95. 5..y t �� \ - __,, EXISTING U1TUTfi:S, CONDU0 AND LINES ARE SHOWN N AN APPRO)MIATE L. �, HOLD N ' PF�i� i --- t �� G T s, TIE t_ISy+� CUS �a`�. AVAL48LE UMY RECORDS NOTED F EIM Y ONLY, MAY NOT BE LIMITED 10 THOSE � CONTRACTOR AGREEN HM AND HAVES�FOR X33.1 �� P 2.0 \�� QCq-3 ANY AND ALL DAMAGES WKCH AW BE OCCASIONED BY THE CONTRACTOR'S FAWIRE TO LDCA7E SAD / 1 `� \ l •�, F INFRASTRUCTURE AND UTIUIIES EXACTLY. IF FIELD CONDITIONS OFFERS FROM PUN I FORMAWK THE �,\ 5.8' y� �� ' x 29.2 \ 04" 9� �� CONiRACTpt SHALL NOTIFY DE ENGINEER MMIEDIAIEl.Y FOR POSSIBLE 1. p • UTILITIES SFI m ON THIS mbposm`'SEPTIC PLAN WERE LOCATED BY FIELD SURVEY. • , G ` \ 't z8.3 UTILITY ONES AT SITE AND AwACENT PARCELS RESEARCH/LACATIONS REtATNE TO UNDERGROUND 04 sy , o WAS BEEN FROM,AWABLE INI6FOR1AA:ION AND WMD BE VERIFIED40 N -36.16 , . LPs4 ,��� ��' �' t` ,' '�� ' TOP OF + / • THIS LOT IS CURRENTLY,VACANT., NO SEPTIC COMPONENTS WERE OBSERVED COBBLESTONE 4' �' x 28.?i i 3 ALL DURING FIELD SURVEY. ENTRANCE \ 7} t \_- /� TYP.) '.\ c x , { x 31. ,3�1 `\ <�\ ( -- • TOWN WATER IS AVAILABLE AT THIS SITE PER FAX DATED.3121/,08. 10' WATER AWN ' `3" -e •� \ ' o �"�_�__ y IN PLACE ON SOUTH SIDE OF W1ANW AVENUE; WATER GA METER PR AND 2' PIPE x 33. \ `. .o� Q ! � _ TO SERVICE HOUSE AT 38 YORK TERRACE ARE SHOWN ON THIS SCHEMATIC OBTAINED 1 ♦ j -� `2 �r \- _�- / FROM C-O-MM WATER �ARTMENE 4. o t, \ F ��� �Ae\ _____._ - • KEYSPAN ENERGY DELIVERY FAX INDICATES 1.5' BS 60 PSIG (1956) IN PLACE ON LOCUS s� TP 2 / ,.i -- SIDE OF WNNNO AVENUE; GAS GATE 27 AT FRONT OF PROPERTY NOT FOUND O '- \ .,B/DH - HELD � ( )• <°o �� \ SEE PLAN BOOK U P/2 / • NSTAR INDICATES OVERHEAD SERVICE ON LOCUS SIDE OF WIANNO AVENUE PER FAX 1.2 \�`� �\ ,o'� �o x 28.5 � 315 PAGE 67 // DATED: 3/20/08. SERVICE To NEW CONSTRUCTION WILL LIKELY BE UNDERGROUND k 33.3 / FROM POLE 164/27. t` yG/ • \ ` \ / / �� \ s ,3 ! \x 1.s ►':� 29.8 / SITE LOCATION: 1 1 312 WIANNO AVENUE 33.1 % �cF\��° y6. ��. OSWRVILLE, CIA 0205 PREPARED FOR 3 g �OF. 30.E EAST BAY/OSTERVILLE LLC Z P�� �9 LEGEND P.O. BOX 496 '\0i X� ).7 7j' \ ��\\ TP 4 / PROPOSED %' \ - �.UP j47 El BOUND OSTC'RVILLE, 91A 02655.0496 \�/2 \` 27.50\, ®.' 1 . '� UP/1 c UTILITY POLE \ ti 1.6 �y 0 ..� E9 ELECTRIC METER 2 2.4 HYDRANT�.,�'' ",'' �T ; DRANT Proposed Septic Plan \ \ �� •� SAW Cul' ,5p .�`\\ //�,� j� -------28 EXISTING CONTOUR O PAVEMENT BRUSH LINE ' BAXTER NYE ENGINEERING & SURVEYING ,al � - _-- --- �- STOCKADE FENCE 2.0 \��\ 0 140/151 N/F w W A7ER LINE Registered Professional Engineers and Land Surveyors \` �� JOHN C. HALL Il, EL ALI G GAS LINE 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 \ TRUSTEES of WIANNO AVENUE Phone-(508) 771-7502 Fax - (508) 771-7622 REALTY TRUST ESN OFtq O \ c 20 0 20 40 P, MATT s7o o �� G QD i . SCALE IN FEET iv UP/64\29 SCALE: 1" = 20' /STER�,�� N \" \\c �* �j SS�ONAL E \ `t9 � 00 o \ \ \ LC/CB NOT FND DATE: 7/2 w 3108 w \z Ak Y y O 1• r w SPE 1 NO. ETY DATE REMARKS i wG H DRAWING NUMBER o H , 0 0: 2008 2008-012 surve worksht 2008-012SP.dw 04 2008-012 00 N Cj FMHED GRADE OVER LEACHING S1f U = 33.5t TO 34t sEi COVER TD 6' iIam GRADE COMPACTED FILL 9' (a)Corer IWALL ONE INSPECTION PORT INACCORDANCE WTTH FNISFED GRADE OVER D. BOX 33.St 36• mwt Cover MANUFACTURERS COVER 10 6' BELAw GRADE DOUBLE WASHED STONE 5 N CULTEC 330 LEACHING CHAMBStS TOP OF FOUNDATION TOP CHAMBER = 31.50 ELEV. = 35.50 /im I �D WADE OVERI.-SEr IW( = 34t CHAMBER NV NN=30.96 FF PROPOSED GRADE = 34.2t FtRsr r CFO BE LEVEL) 24- O O O O O O &20 �r 4. 9CH. 40 PVC 2O LF o 1x EFFECTIVE • O O O 6' MAN. SCH 40 PVC 6SwlAO% NVERF N = 313 DEPiH0000000 -�8:�NY N - 31.7ti 10" PVC0-31.51 " B' MNV OUT=31.14 4' SCH 40 PVC 15 GAS BAFFLE L- 20' S=2AOE (tAx MN ALLOMIED) IC ' EXISTING SOILS TO BE REMOVED TO THE "C HORIZON" •�•" � •: : .•••�• :, . .,''•;� ,. • :`:. ; "' ;. ::•`•RENFORCED CONCRM - 5' MIN SEE CONSTRUCTION NOTE #5 HEREON. SiONE BASF INV OUT- 32.16 ';-�';"' ' '•''''a'�u=-�•�=-�•�•"" '"' _�•'""' 6" CRUSHED NO GROUNDWATER OBSERVED ELEV 19.9 STONE BASE MW GALLON LON SEPTIC TANG TD BE NSTAt.tm ON 6' CRUSHED s,TONE BASE DISTRIBUTION BOX KSSOIL ABSORPTION SYSTEM (SAS) LEACHING CHAMBER (CULTEC 330 OR EQUAL) NTS DIST. UNES IN FINISHED GRADE 36"MAX.-9"A�IN COMPACTED FILL -1/2" 2" OF PEA STONE ____.1___ DOUBLE W STOyl NE ri OR FILTER FABRIC 3/4" TO 1 1/2 " 5 N CU C CO ACTO 330 "' N 19 24" DOUBLE EFFECTIVE WASHED STONE 11 1&1 °0 ai 1.8" 32.4' 1.8' ' PLASTIC LEACHING CHAMBER DETAIL ' CULTEC 330 'OR EQUAL ' No SCALE PLAN- VIEW NOT TO SCALE CONSTRUCTION NOTES: 1. ALL SYSTEM COMPONENTS SAL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE SITE LOCA70L DATE OF THIS PLAN. & ANY LOCAL RULES & REGULATIONS APPLICABLE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENgHEER. 312 WIANNO AVENUE ELEVATION INFORMATION MUST NOT BE CHANGED NRiHOUT WRITTEN PRIOR APPROVAL OSURVILLE, MA 02M BY THE PREPARED FOR 3. WHEN CONSiRWI N is COMPLETED, PRIOR TO awILLING. NOTIFY THE BOAR EAST BAY/OSTERVILLE LLC OF HEALTH AGENT AND ENGINEER FOR INSPECTION. P"1�166 SOS LOGS DATE • 4/10/08 BOW OF�i�AL7H AGENT P.O. BOX 496 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC soilEVAIt�►TOR:UNLESS S C LSON, DONNA MORANDI OMMRVILLE, MA 02655"04an OTHERWISE NOTED HEREIN TEST PR 1 7FSr PIT 2 TEST Plf 3 71ST PIT 4 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A G.S.E. - 32.5 G.S.E = 31.9 G.S.E. = 31.5 G.SE - 31.6 TITLE HORIZ. DISTANCE of 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH FILL FILL FILL FILL Proposed Septic Plan ■ Detail Sheet CLEAN SAND PER 310 CMR 15.2M 70 THE TOP ELEVATION OF THE SAS. • 6 INSULATE ALL PIPES AGAINST FR07M AS REQUIRED WHEN LESS TWIN 3' OF AP; 100 3/4 : OW Law A% Tara 3/3 : SAiDr Lott Apc 10rR 3/4 : SW taw AX 10rR,V3 : SNW LOU COVED. III' 1.0 le 13• 10• BAXTER NYE ENGINEERING & SURVEYING 7. THE SOW SYSTEM DESKaN 18� MICLUDE A GARBAGE FINDER DISPOSAL. a : Tara 5/4: SAHDr Lau 4 1arR 4/8 : SA"1rQAtt 4 101rR 5/7 : SW LOAM Br low3VNI : SOW LOAM 2• (X4 2r 24• 30• Registered Professional Engineers and Land Surveyors 8. CAM. THE CONTRACTOR SWW. CONTACT DIG SAFE (AT 1-01-DIG-SAFE) Cl : low 5/6 : ME& SW Cl : 10YR 6/4; APED. SAND Cl : lam 5/1% MET. SAND Cl : 10nt 5/* WED. sow 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 AND UlIJ1Y COMPANIES 1O LOCATE ALL EXISTiNG uTI1TIES. AT LEAST 72 HOURS W ( s4• or 7r LEAS AREA EMOLI g Phone- (508) 771-7502 Fax - (508) 771-7622 BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL M7ERWNE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES C2 : 10ra 6/4c WED. SAND C2 : 10ra 7/4 : MM SAND C2 : 10YR 6/4: MEa SAND C2 : IM 7/4: MM SAND NITROGEN LOADING UMITA MSS BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTiNG UNDERGROUND �H OF M 0 144 (20.M) 144 144 144 N UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIIINIED TO x 110 Gm f BEDR001►1 �� THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENOMY VERIFIED BY THE TOTAL DESIGN FLOW = 440 GPD off° yG� OWNER OR ITS REPRESENTATNE THE CONTRACTOR AGREES TO BE FULLY NO GARBAGE GRINDER TO BE INSTALLED E Y RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MM BE OCCASIONED BY THE L CONTRACTOR'S FAILURE TO LOCATE 7HE UMMES EXACTLY. IF ELEVATION PERC RATE = c5 MIN. / INCH (CLASS 1) .431 O �4 CL U) INFORMATION WFERS FROM PLAN HEMKI)ON. THE CONTRACTOR SHALI. NOTIFY LIAR = 0.74 GPD/S.F. TE�`` 0 THE ENGINES? IMMEDIATELY FOR POSSIBLE REDEM. AT UTILITY CROSSINGS. VERIFY MIN. LEACHING AREA OF SAS. REQUIRED: SS�ONAL ENG NO 440 GPD 0.74 GPD S.F. - 595 S.F. o IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS, TELEPHONE dt DATA/COMM RA��° WMN/N 06SERY�44o 11 Rn�d M�iN/IN / / 0 AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS I CLASS I SOIL CLASS I SOL 04 DIRECTION. TW CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS 5 L EC OR 330 LEACHING CHAMBER uNfiS Uj W WiTH 185' OF STONE ON SIDE; 1.8' OF STONE AT ENDS DATE: 7/23/08 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL SIDEWALL AREA: (36' + 12')x 2 x 2' DEPTH = 192 SF A ' x 12') = 432 SF 3: LAYOUT SHALT. BE AS DETERMINED BY THE APPROPRIATE UTILITY' COMPANY. TONAL EFFECTIVE LEACHING AREA = 624 SF SPm2 SYSTEM DESIGN CAPACITY = 624 SF x 0.74 GPD/SF = 461 GPD N0. BY DATE REMARKS � SEPTIC TANK SIZING: 440 GPD x 20OX = 880 GAL o N USE 1500 GALLON TANK WITH ONE COMPARTMENT 0 co 0 0: 2008 2008-012 surve worksht 2008-012SP.dw 0 CN 2008-012 00 CN O •: ,/i'� ,�.. . v e GENERAL NOTES : 140/207 ;, `•. .. ti 1.) THE NTENT OF THIS PLAN IS TO SHOW PROPOSED AT LOCUS ,_, �, 4• i! POTTER HESSLER CARROLL, JR. / ..•.�++► ;t+ `~, ; Edit" Bc 8' / 2.) LOCUS AREA IS COMPRISED OF n; v:• • j •, + \ �!� BARNSTABLE ASSE590R'S MAP 140 PARCIl 157/001 �.. - : •• . • • • . i r �`�g \ LOT 1 O PLAN BOOK 545 PAGE i00 SEE ALSO: LAND COURT PLAN 15870-8 , � ... • .•,i .:. ; .+. `� ' PLAN BOOK 315 PAGE 67 + • r,.G Ira. '. r" -4� B�acH 1P . � • : PLAN BOOK 38 PAGE 25 F3 (WMNNO AVE 1929 !A) �»r a,,• : •. • •,•+ .. ,. • OWNER/APPU ANT EAST BAY/OSIERVILE LW � ,, • • ..'>- , : r� • « r �r� I P.O. BOX 49 , -04"061ERVLEAA 0265 140/206 .4 3) PROJECT BENCHMARK : BARNSIABLE GIS 94MW 140 EL = 33.3 N/F AT CENTERLINE WUNNO AVENUE, NEAR MID-PONY se r ALEX P. DUHAMEL OF LOCUS (NGVD t) °`' • It - ��'d .Q : ` x 3 4) ZONING INFORMATION ZONING DISTRICT • RC - ,�g �\ H ANN. LOT AREA = 87.120 S.F. LOCUS MAP Scale: 1' low - 1D � ApNI LOT FRONTAGE = 20' \ .�� --' `� m M g FRONT YARD SETBACK = 30' • ,- \ SIDE O REAR YARD SETBACKS = 50' / 30' / X1t31. W Z a• ZBA VARNNCE 2004-147 DATED 01-17-05 \ ' ` a 10 OVERLAY DISTRICTS: AP AND RPOD 1 / 5.) A TITLE SEARCH HIS NOT BEEN PERFORMED FOR THIS SIX IF DETERMINED TO BE NECESSARY A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. ,✓ 11 / \ ; o Z 6,) 1HE PROPERTY LINE IN I MMTION SHDWN S BASED ON CLI Wff MIME RECORD III'DRAMTION COMM OF PLANS AND DEEDS. FELD SURVEYED BY WIER NYE DOES= & SLIRVLYNG I / Y x 33.7 \ ' IL ON AMRCH 18, 20 & 24, 2006 1 140/20540 PARCEL 157/001 7.) CMWJt Y PANEL NNIMBER: 250001 0016 D » FLOOD ZONE C MARY ELLEN & RICHARD s �x O .561 SQ. FT. f i a O'HARA, TRUSTEES ' ACRES + ) •SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONICERNI). d ' •SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WLDLIFE PER 140/157 NHESP MAP OCTOBER 1. 2006 `ESTIMATED HIABTTATS OF RARE WILDLIFE' r x 3 x 3 9 x 0 "THE COVE AT EAST BAY" FOR USE WITH THE AA WM ANIDS PROTECTION ACT REGULATIONS (310 CM10).' 6 r 1.6 • 'CERTIFIED VERNAL POOLS.'C:ERTIF VERNAL POOL PER NHESP MAP OC70M 1. 2006 t \\ O �Q 32.6 %p •SITE S NOT WITHIN NI A PRIORITY HABITAT PER NHFSP MAP OCTOBER 1. 2006 CB/D H - H E I D j 28.1 mPRKM HABITATS OF RARE SPECW FOR SPECIES UNDER STING WATER ,'/34.70 `� ' THE WSS40KMM ENDANNGERED SPECIES ACT. REGULATIONS (321 CMR10) y SERVICE TO BE 1 ' � ` 1+ ' / 1 t •SITE IS NOT WITHIN A SIAM APPROVED ZONE I GROLM WATER RECHARGE ABANDONDED 1 y y LIM 0 OIL ` 1 ly y '1 � AREA 32 •o i ly y`\ x 2 28.3 % / 5 tip 9.) UTILITY UIFDRYATION SHOWN F!F>iE]N>: IT N ` BENCHMARK: N •THE CONMACIOR S M CONTACT DIG SAFE (AT I DIG-SAFE) AND UTILTY COWANES TO LOCATE MAC NAIL SET ce o / 5/8" '4 `�\ x;2�.6 X 3 7 1 s��G ALL BMW UIUJTES� AT LEAST 72 HOURS PRIOR TO 1HE START OF CONISTRUC IX THE LOCATION OF HELEL = 32.9 95' 5"r{ `� ` \34. 3 �' %p Dow UNDERtIIOINND UTIJiEsr COND M AND LNLS ARE SHOWN N AN APPROXMATE HOLD , N P �� �\ \ -'-- -!' yy ` �',�. AAY ONLY, MAY NOT BE LNIIED TO WSE WN HM AND WE RM RESMIED OW ON THE VAUBLE ITIIIIY RECORDS NIOIED HEREONL00i AGRtES R FOR �4 s ; THE\ G am• T S L I Sl CU S ` + ��� `�Q y y ' 4 ANY AND ALL NAM TWITCH MCAT LE OCCASIONED BY THE CONTRACMn FAK LIRE TO LOG AT SAID / y fie► NFRASTRI1Ci1JEIE AND UIIlIES EXACRY. F FED CONDITIONS DIFFERS FROM PUN I1lF0RMA110N. THE x 29.2 \ 9y� �� `��� CONTRACTOR SHALL NOTIFY THE ENGINEER MEDIATELY FOR POSSRE REDESIGIL `.\ \`� � \ \` \ low 09� , • UiAAES SHOWN ON Pff, PROPOSED SEPTIC FLAN,WERF,,,T OCATED BY FAIELD SLR . . RESEARCH/LOCATM RELATIVE"TO UNNERGROUNO UTILITY UNES AT SITl. AND ADWACW PARCELS \ \\ '�' ,' Gsy yy 28.3 i O� HAS BEEN COMPILED FROM AVAL48LE INFORMATION AND SHOULD BE VERIFIED. \``\� , . ,o• w �• �� \\\y ,` . '� ,` <� TOP OF 1c1l, .16 / / •THIS LOT IS CURREMT.Y VACANT. NO SEPTIC COMPONENTS WERE OBSERVED` COBBLESTONE` _LP6+, . Y ¢ y y x 28.7�� _L3 DURING FIELD SURVEY. ENTRANCE t TYP.) \\ � �, ,� '3�., ' -.� �-�,` ; .� • TC)WN WATER IS AVAILABLE AT THIS'SITE PER FAX DATED.- 3/21/08. 10' WATER MAN x i3� r ��, •� \ o `�_ / N PLACE ON SOUTH SIDE OF WLANNO AVEMUC WATER GATE; METER PIT AND 2' PIPE x 33 �c n �`�\ �\ �,� 27.: 0 rr / TO SERVICE HOUSE AT YORK TERRACE ARE SHOWN ON THIS SCHEMATIC OBTAINED 1� % _ 1 - FROM C-O-MM WATER DEPARTMENR. i �\� `• � 'e _-_-__ - - / • KEYSPAN ENERGY DELNERY FAX MOTES 1.5' 8S 60 PSIG 1956) N PLACE ON LOCUS \ 1P 2 Y / �, •�� S'i0 / L� `�,� -���` CB/DH - HELD UP/2 / ,� SIDE OF WIANNO AVENUE; GAS GATE 127 AT FRONT OF (NOT FC>t1ND \ �\ \ \� Fey \ ,� �► Ox, SEE PLAN BOOK • NSTAR NDICATES OVERHEAD SERVICE ON LOCUS SIDE OF WNNNO AVENUE PER FAX <1, ` 1 2 �\`` \ ,p' �o x 28.5 315 PAGE 67 DATED: 3/20/08. SERVICE TO NEW WILL UKELY BE UNDERGRMI) k 33.3 ' `\ \ FROM POLE #64/27. x 31.8 .we►�Q,� \ \ OCATION: x 1.9 •fit► + �\ \\ 29.8 SITE L 4 _ _ 312 WIANNO AVENUE ' 331 OS I EMLLE, MA 02655 \� \ -o�s �v �+ PREPARED FOR 3 30.3 s °� EAST BAY OSTERVILLE LLC 0. VIA x 3,.8 QP ,'��'' LEGENDP.O. Box 4% �` ' '�- ' TP #4 PROPOSED UP/47 o BOUND OSTERVILLE, MAbe �/2� 27.50\,, "N ti�° Up/1 UTILITY PoLE �- ,,p \��'e'� \ '� 1.s /�, �,''� •C'1 T ELECTRIC METER 1TT1E �c ' Proposed Septic Plan 3.2 1 .4 �'� ; Q HYDRANT -------28 EXISTING CONTOUR SAW CUT PAVEMENT BRUSH LINE ` '''T 1.8 _ BAXTER NYE ENGWEERING & SURVEYING 140/151 W.�. ----v- 51 N(ADE FENCE° ' N/F vw WATER LINE Registered Professional Engineers and Land Surveyors JONN C. HALL II, EL ALI G GAS LINE 78 North Street-31d Floor,Hyannis,Massachusetts 02601 TRUSTEES OF WIANN TRUST O AVENUE Phone-(508) 771-7502 Fax- (508) 771-7622 REALN \ \ OF 00 \ c 0 20 0 20 40ti \ \`\ FE EN D. N \ SMATSON G SCALE IN ET CIVIL = UP/64\29 SCALE: 1" = 20' 4p •p No.46345 ��'�►a QI 5 a�ONAL EN N \ I � \ ��Z•2�- Zi�� G� ON $ w \ LC/CB NOT FND GATE: 7/23/08 w Y 0 k spol > No. BY DATE REMARKS of : wG DRAVNG MAW ,I r H 0: 2008 2008-012 surve worksht 2008-012SP.dw 00 0 / 2008-012 00 FINISHED GRIIOE OVER LFJK W SMI N • 33.St TO 341 SET COVER TO I" LW].OAN GRADE COMFA= FLL 38' ( 0 C NMALL ONE NEsgcnON PORT N ACCORDANCE INIIH FINISHED MICE OVER Q BOK = 33.5# MNWACRIRERS RECOMMENDATIONS SET MANHOLE ME DOUBLE LAYER 1/ftl f2" COVER TO 6• BELOW GRADE DOUBLE NASD STONELFACFMIG CHAMBERS TOP CHAMBER - 31,..10 TOP OF FOUNDATION M. = 35.50 FNLSHED GRADE OVER FTAW 34t CIWLBER NV N-a" • F1W 2' (10 BE LrEVEI) PROPOSED GRADE = 34.2t t ' 24' 3' MN. J2' 4' SOL 40 PVC 20 LF O 1M EFFECTIVE 6' MN. #20LFM4' SCH 40 PVC OS=1.00X KMT IN • 31.3 DEPIH �84 BOT. NV N 31.76 PC 10' MNV 1.51I' W OU1141.14 GAS BAFFLE 4' 9CH 40 PVC L- 20' S=2.00x (1.0x MN ALLOM) EXISTING SOILS TO BE REMOVED TO THE `C HORIZON` cRtJstEa rie :. •• 5 IN - SEE CONSTRUCTION NOTE #5 HEREON. REMLFDRCED gONCRITE BASE INV OUT- 32.16 •.�:•��:: s := i:: .,....•..K,• ,,.. .�... 6" CRUSHED NO GROUNDWATER OBSERVED ELEV 19.9 STONE BASE ww GALLON Sw-= TANC To BE INSTALLED ON Ir WOO STONE BASE DISTRIBUTION BOX SOIL ABSORPTION SYSTEM SAS) NT5 LEACHING CHAMBER (CULTEC 330; OR EQUAL) NTS DIST. LINES IN log FINISHED GRADE _ »�- COMPACTED FILL 3/4. 1/2` w°0 36 MAX.-9 MIN. 'amDOUBLE W STONE 2` OF PEA STONE -�- OR FILTER FABRIC N CO ALTO 33O ............................................ ............... 3/4" TO 1 1/2 ` ...................................................................................... �- 5 CU C �. 2+4M DOUBLE EFFECTIVE WASHED STONE 1 32.4' 1.8' PLASTIC LEACHING CHAMBER DETAIL CULTEC 330 OR EQUAL PLAN VIEW NO SCALE NOT TO SCALE CONSTRUCTION NOTES: 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED 01 ACCORDANCE WITH ME V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE SITE LOG110N: DATE OF THIS PLAN, do ANY LOCAL. RULES & REGULATIONS APPLICABLE 312 WIANHO AVENUE Z ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER OST'ERVILLE, MA 02655 ELEVATION INFORMWTION MUST NOT BE CHANGED WITHOUT WR TTEItI PRIOR APPROVAL PREPARED .FOR BY THE ENGINEER Flum NOTIFY THE BaARD EAST BAY/OSTERVILLE LLC 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACK , OF HEALTH AGSM AND ENGINEER FOR INSPECTION. MOO SON. LOGS DATE • 4/10/08 BARNSfA111.E P.O. BOX 496 00655-0496 4. ALL SANITARY DISPOSAL SY51EM PIPING TO BE 4' SCHED 40 PVC UNLESSsoa. EVAu1�►TOR: BOW OF HfAi.TN AGFM OSTERVILLE, MA SIEVE Nm.SON, P.E DONNA MORANDI OTHERWISE NOTED HEREIN. TEST PIT t TEST PR 2 TEST PIT 3 TEST PIf 4 NOTED, TO THE `C HORIZON` FOR A G.S.E = 32.5 G.S E = 31.9 G.&E = 31.5 G.S.E _ 31.6 TRLE 5. EXCAVATE UNSURABLE MATERIAL AS NO , HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD. AND ROUM WITH RL FLIT RL- FILL Proposed Septic Plan • Detain Sheet CLEAN SAND PER 310 CMR 15.20 TO THE TOP ELEVATION OF THE SAS: * 10ne 3/4 : SAND'1r LRAM M 1OW 3/3 : SANDY LOAM Ap: 1ION 3/4 :,SANDA'LOAM Apt 10MR AA; SANDY LLaIY 6. INSULATE ALL PIPES AGAINST FREEZING AS REOM *0 LESS THAN 3' OF le 1.0 14' 13• 16' I BAXTER'NYE ENGINEERING & SURVEYING cov7:R. B: TOMB 5/4: SAW UM ft 10vR 4/6 : SWDr U M B: 10MR 5/2 : SAND4r L= It 10MR 5/5: S*W LQMf 7. THE SEPTIC SYSTEM DESIGN = INCLUDE A GARBAGE GRINDER DISPOSAL. 2r (M4 2r 24• 3r Registered Professional Engineers and Land Surveyors _ 78 North Suet-3rd Floor,Hyannis,Massachusetts 02601 LT. �L•. THE CONTRACTOR Stall CONTACT LNG SAFE (A AT LEAST D72G HOURS ct : 10vR 5/0 : MM SAND C1 ; 10ne 6/ft NM SIIND c1 : IOYR Aft MELT. SAND C1 : 101R 5/4 MED: BIND ,It ( �• M- LEACHM AREA REQIlNWMffS Phone- (508)771-7502 Fax- 508 771-7622 AND UTILITY COMPANIES TO LOCATE ALL IXISW LMUTIM - °° OF CONS1RIICTION. THE � SHALL DETERMINE THE ) N BEFORE THE START NITROt;ETI LOADING LIMITATION: NA � �N OF MAss EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL IXISTING UTILITIES Lx : TOMB 6/4t MED: SAND c2 : 101'R 7/4 : MEQ SAND cx; TOMB 6/4 : MEO: SAND cs : lane 7f4 : MELX Si1tID RESNDENTW 4 BEDROOMS 0 00 BEFORE THE START OF ANY WORK THE LOCATION OF EXISTING UNDERGROUND 144• (MM) 144• 144' 144• x 110 GPD,� sT�D. yGa APPROX ARE SH OWN HOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDFJVILY VERIFIED BY THE TOTAL DESIGN FLOW = 440 GM IwCIVIL U N CIVIL NO GARBAGE GRINDER TO BE INSTALLED a No.46345 OWNER OR ITS REPRISENTATNE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH WIGHT BE OCCASIONED BY THE 'PQ�'Q�,Q,S7��,�0�� PERC RATE _ c5 MIN..j INCH (CLASS 1) CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION LIAR = 0.74 GPD/xF. oNAL� CCL f, INFOWTION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR Stall NOTIFY N Y POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY ,�LE%ICMNG AREA OF SAS. REQUIRED: o THE ENGINEER IMMEDIATELY FOR FERC O 54• No W PERC• 4I' "0 GPD/ 0.74 GM/S.F. = 595 S.F. I IN FlElD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM RIATE= c2 MMVN OBSERVED a 144• I CLASS 19 AND RELOCATE IF CONFUCIING WITH PROPOSED INVERTS PER THE ENGINEERS I sow. PROPM DIRECTION. THE CONiIL4CTOR SHALL PRESERVE ALA UNDERGROUND UTILITIES AS 5 N CULTEC CONTACTOR 330 LEACHING CHAMBER UNITS DATE: 7/23/08 REQUIRED. WITH 3.85' OF STONE ON SIDE, 1.8' OF STONE AT ENDS Lj SIDEWNI AREA: (36' + 12�x 2 x 2' DEPTH = 192 SF 9. THE AWPOSED UTILITY CONNECTEONS SHOWN HEREON ARE SCHEMATIC. FINAL 80770M AREA: l36 x 127 432 SF LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. TOTAL EFFECTIVE LEACHING AREA = 624 SFSPw2 w SYSTEM DESIGN CAPACITY = 624 SF x 0.74 GPD/SF = 01 GPD NO. BY DATE RIDY4 w SEPTIC TANK SOW 440 GPD x 20OX a 880 GAL DRAWING NUMBER / USE 15M GALLON TANK WITH ONE COMPARTMENT N 0: 2008 2008-012 sury worksht 2008--012SP.dw Go a , 2008-012 00 o . N