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HomeMy WebLinkAbout0036 BAYVIEW ROAD - Health 36 Bayview.,Road Osteruille, 1 CIA 0 P ` 7 m_ , Y y Aofi C f No. a Fee _w, THE COMMONWEALTH O ASSACH SET; n e in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Z.pprication for Migozar *p5tem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) I Xomplete System ❑Individual Components Location Address or Lot No. 2Owner's Name,Ad ress and Tel.No. atxt(p. �i Assessor's Map/Parcel36 1. 3 Inst ler's.Name,A ress,and Tel.No. Designer's Name,Address and Tel.No. P. t ass P-o- d° ash Type of Building: Dwelling No.of Bedrooms S Lot Size 3 J-4'® sq.ft. Garbage Grinder(WQ Other Type of Building & % ..tee, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //D gallons per day. Calculated daily flow gallons. Plan Date 0 2.., Number of sheets Revision Date /0 Title Size of Septic Tank /S'®0 49s'`T Type of S.A.S. Description of Soil ei = LoAd4S ' CO s �51410A C_ Nature of Repairs or Alterations(Answer when applicable) vjaj (ra J vo 00a z/ L; — v Date last inspected.-- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ued by this Board f Heal Signed A r, A Date Z 03 Application Approved by Date Application Disapproved for the following reason Permit No. Date Issued y f o No. A Fee /VV/ or - ` ' En e - in computer: THE';COMMONWEALTH OFWASSACHUSETT ; . es . 'PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE MASSA�CHUSETTS ram- ZippYication for Migaal 6potem Con!5truction Permit Application for a Permit to Construct(l.--)Repair( )Upgrade( )Abandon( ) ©Complete System ❑Individual Components Location Address or Lot No. r Owner's Name,Address and Tel.No: te Assessor's Map/parcel SST`@ at Inst ler's.Name,A dregs,and Tel.No. Designer's Name,Address!and Tel.No. Su<(t,1w4.� 0 'fox ESy Type of Building: Dwelling No.of Bedrooms S" Lot Size 3 -r6b sq.ft. Garbage Grinder(OX) h - Other Type of Buildingslu.srA, No.of Persons Showers( ) Cafeteria( ) Other Fixtures 7 f Design Flow gallons per day. Calculated.daily flow -Zr s;ra gallons. Plan Date 9— 9— 0 2..'x Number of sheets Revision Date /D — /D � .- : Title r. Size of Septic Tank /5`00 9.5 7'-' ? Type'of S.A.S.TA'e X')=464--r,j. 064DC Description of Soil �o r o x --•! S"" d' wJ— C04,4s-_ D ` — ` Pam— 3z= M/ ' G 44 V 45,9 C^4 .tom S 1 `Nature of Repairs or Alterations(Answer when applicable) 67 4—` �a"�! • �� Sl4.>A v cam. C+J g, Ai�� �2 ,. C� r" S7`[3.r� J.i�� i Date last inspected: y d Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Heal h. Signed G Date 2� O } Application Approved by. s _1 Date Application Disapproved for fh''e;tfpllowing reason R Permit No. O Date Issued r ----- _— .--------------------- ------�--- THE COMMONWEALTH OF MASSACHUSETTS-- BARNSTABLE, MASSACHUSETTS s Certificate of Compliance THIS IS TO CERTIFY,that the On-site ewage Disposal System,Constructed( P Repaired ( )Upgraded( ) Abandoned( )by U,C►�i✓;s t J, em at 3 C AA V j .5,4N,4 1)lot( h en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N . 7 dated j Installer �.C'.�� Designer .5� r l,-a;A AA � /..,JC i_ The issuance of this permit shal not ,e construed as a guarantee that a syste uncti�n as designed. Date /�9. � Inspector _.� r y i ( --1----------------------- —�—— No. Fee .. THE COMMONWEALTH OF MASSACHUSETTS . PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS t, =i!5pozal. *pMent,&.05truction Permit t i Permission is hereby granted to Construct(V j Repair( )Upgrade( )Abandon System located at 6 &����& F - and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comjy.with Title 5 and the following local provisions or special conditions. Provided:Constructio/ us be completed within three years of the date of this a t. Date: i�� LO Approved by t TOWN OF hARNSTA.BLE 'C, LOCATION 36 SEWAGE # Zoo 3 —JP X /_or y VILLAGE D 5T&i✓;d1 ASSESSOR'S MAR& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY l Soo 6sT LEACHING FACILITY: (type) LP-dcL.L) F,P_L4 (size) Y_f",�srQ. NO. OF BEDROOMS S BUILDER OR OWNER PERMIT DATE: S—Co —A Y COMPLIANCE DATE: Separation Distance Between the: j Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet I Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet df leaching facility) I.I 4U,A.Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) co Feet Furnished by G. F 9 OL os .s CZ i a . I TOWN OF t-ARNSTABLE LOCATION SEWAGE # Zoo 3— VILLAGE b 5Tio 1. ASSESSOR'S MAP & LOT U INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY - '/Soo 6sT /ooe c�n� r LEACHING FACILITY: (type m 1=�� 4 (size) Y u,rg. /:,.,cr- NO. OF BEDROOMS -T' BUILDER OR OWNER . PERMTTDATE: -5 —Co COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) VD--"%A)4 a g Feet Edge of Wetland and Leaching Facility(If any wetlands exist' within 300 feet of leaching facility). S'�. Feet Furnished by S C. yo �aln�yc� j ® \9 N � a Nql � 1 N 9qC e` e ! \,D Town of Barnstable i ctvsra7a , Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH i Wayne Miller,M.D. October 23, 2002 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 36 Bayview Road, Osterville A= 093-051 Dear Mr. Sullivan, You are granted conditional variances on behalf of your client, Timothy Largay, to construct a replacement onsite sewage disposal system at 16 Bayview Road, Osterville. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system will be located 80 feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. PART VIII, SECTION 1.00: The septic tank and pump chamber will be located 45 feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. , PART VIII, SECTION 1.00: The distribution box will be located 96 feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. PART VIII, SECTION 1.00: The distribution box septic tank will be located 95 feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Sullivan4 r— similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (5) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (6) The septic system shall be installed in strict accordance with the engineered plans dated September 9, 2002. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September 9, 2002. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity wetlands. The plans appear to meet the maximum feasible compliance standards contained within Title V. Iely your , iller, M.D. Chair n Sullivan4 r- Town of Barnstable P��ptHE Regulatory Services Thomas F. Geiler,Director - • .BAItNSfABLE. • j MASS. Public Health Division TED 't" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: s= /6- 0 S- Designer: ►Wc Installer: (3 R L"A J c « ,,;) Address: {�. o. �oSC Gs� : Address: 0sr k„�(1�� UAA n Uss wQsr YAkUAOS" On S- 6 - 0 C_ was issued a permit to install a (date) (installer) se tic system at 6 05 based on a design drawn by (address) UL-LcQAv dated 5zfT 9 ,2C0Z e&q tofko(o2 (designer) I certify.that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. OF PET G . Alf (Installer's Si ature) NO.297%" CIVIL O �0 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT : THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PU LIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form i f l/ SHE tp� DATE: %./- ti� pp f FEE: rl�` UO • BABNSTABLE, MASS. v� i639• `0� REC. BY Town of Barnstable ° H SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: /-/Y V/C: P eO A O TES ✓ / L L L= Assessor's Map and Parcel Number: /3 OJ`�I Size of Lot: 0• -6 J 6/e S Wetlands Within 300 Ft. Yes Business Name:" r No Subdivision Name: APPLICANT'S NAME: '70 /)y ' ��C.i- ! CO Ali Phone �` O --2410 - 6 UI J Did the owner of the property authorize jou to represent tm her? Yes t/ No' PROPERTY OWNER'S NAME CONTACT PERSON' ¢ Name: l//YJC�)�1 Z ' +Ce.YCr� s l-GL/"Gt2CJ' Name: �� r�Il� r'CC./7 '1 J4; a-C Address: Address: 7 1Q p7 Phone: /i V o/) r C T 066)4 Phone: 4 Y]6-C --,VO (;,/J C f- VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �'xc e✓?S?Zl�e- ri!-•f` •t>TTT G 4 Sirs ✓J S d'r�S.�J L s r T B l -iC m L Z-7 /.i)t j J0 6- {3 r Jr.0 IQr• C�r�r� -�c�.vS s�zr/���t� 1.vo ��IL ram, 77,� -1 77/i� /011 771 0 3yX NATURE OF WORK: House Addition ❑ House Renovation Repair of Failed Septic System ❑, Checklist(to be completed by office staff-person receiving variance request application) - 1— Four(4)copies of the completed variance request form _✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) 1/R' Full menu submitted(for grease trap variance requests only) i Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leassee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date I VARIANCE APPROVED Susan G.Rask,R.S.,Chairman " I. NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ 09.17-02 09:25 '$"8602406150 MURTHA CULLINA UU? ` CTrrPUICEI lE5 ,SY:.Um STREET MUR` HA CULLINA LLP HAKJ FORD,CONNECTICUT06103-346P TL1.L-PHONE(560)240-6000 A Y T O Ft r' Y 5 A T L .A W. FA(:5[MllU i850)=4U-6150 cnvw.murantlaw,�om �f1d61'FiY i..LARGAY - - - ItlbJ;'CK•:iDi i "('�ARGAYi2yMliR''.'fIALA�/.C(1M - 5eptembea I', 2002 Board of Health Town of Barnstable 200 Nlain Street Hyannis, M- A 02603 ; Re: 36 Baynvicw Road, Osterville, 1V1A 02655 Gentlemen; - 1, 'I'imorliy L. Largay, authorize Sullivan Enginf ering Inc, t:�represent rric before the tows Board of Health and the Conservation Commission in r:gard to the proposed septic projm'T at 36 Ea}-view Road. Sincerely, TitnoiP�gay " I B C- 5 T O N H .k F T F O a 1.. L_ Town of Barnstable Assessors Division Pagel of 3 125 Your Location : Home : Town Departments : Administrative Services.: Assessors Division : Property Results <<Back - Forward>> Thursday, September 12. 2002 Assessors Division- Property Results Data is based on Fiscal Year 2002 Assessor's Fiscal Year 2002 Assessed Values database and is provided for information Tax Information purposes only. Sales History Land and Building Description Construction Details «Search Again Out Buildings& Extra Features Building Sketch 36 -BA V LEW ROAD Map/ Parcel/Parcel Extension: Mailing Address: 093/051/ BARBER, REBECCA C Owner of Record: %LARGAY;TIMOTHY'LL'&KAREN S BARBER, REBECCA C 38 STONEFIELD RD Property Location: AVON, CT 06001 36 BAYVIEW ROAD Parcel ID:093051 fl' Map Fiscal Year 2002 Assessed Values ^Top Appraised Value Assessed Value Building Value: $ 162,100 $ 162,100 Extra Features: $2,300 $2,300 Outbuildings: $0 $0 Land Value: $838,500 - $838,500 Totals: $ 1,002,900 $ 1,002,900 Tax Information ^Top Town Tax $9,286.85 Tax Rates (per $1,000'of valuation) C.O.M.M. FD Tax $ 1,384 Town - 9.26 Fire District Rates Land Bank Tax , $278.61 Barnstable . 2.61 C.O.M.M' 1.38 Cotuit 1.69 Total: $ 10,-949.46 Hyannis 2.54 W. Barn. 1.54 w Other Rates http-//www.town.bamstable.ma.us/ComeOnIn/Departments/Administrative_Services/FinanceD' 9/12/02 Town of Barnstable Assessors Division Page 2 of 3 -Total does not include special assessments- Land Bank 3% of Town Tax Due to rounding differences these values are approximate. Sales history "Top 01Nner: Sale Date: Book/Page: Sale Price: BARBER, REBECCA C 2058/196 $0 Land and Building Description ^Top " Land Building Lot Size (Acres): 0.5 Year Built: 1950 Appraised Value:$838,500 Living Area: 2987 Assessed Value: $838,500 Replacement Cost: $210,476 Depreciation: 23 Building Value:.$ 162;100 Construction Details "Tom Style: Ranch Interior Walls: Typical Model: Residential Interior Floors: Typical. Grade: Average Grade Meat Fuel: Oil Stories: 1 Story F A heat Type: Typical Exterior(galls Wood Shingle AC Type: None-- Roof Structure: Gable/Hip Bedrooms:,5 Bedrooms Roof Cover: Asph/F GIs/Cmp Bathrooms: 3 Bathrooms Total Rooms: 8 Rooms Outbuildings R Extra Features ^Top :ode Description Units!SQ FT Appraised Value Assessed Value FPL1 Fireplace 1 $2,300 $2,300 Building Sketch ^Top http://www.toWn.bamstable.ma.us/ComeOnIn/Departments/Administrative_Services/Financel... 9/12/02 _ y _ } SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 ABUTTER LIST FOR MAP 093 PARCEL 051 FOR BOARD OF HEALTH MEETING for TIMOTHY L. & SUSAN S. LARGAY ` MAP /PARCEL OWNER NAME 093 001 Diane L. Sullivan, Tr. 36 Eliot St. #41 Milton, MA 02186 093 049 Peter C. & Suzanne S. Minshall 8120 Kerry Lane Chevy Chase, MD 20815 L 093 050 Charles C. & Jean Haskell, Trs. CCH &JCH Residence Trusts 28 Bayview Road Osterville, MA 02655 093 052 Diane L. Sullivan, Tr. 36 Eliot St.,#41 Milton, MA 02186 093 057 Dewitt, M & Schultz & Farrington & Barnstable Land Trust Inc. 43 Turtleback Road Marstons Mills, MA 02648 Members of American Society of Civil Engineers, Boston Society of Civil Engineers * 4 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 phone 428-3344 - fax 428-3115 e-mail:PSullPE@aol.com ABUTTER NOTIFICATION ' LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant : Timothy L. & Karen S. Largay Project Location: 36 Bayview Road, Osterville' Assessor's Map and Parcel: Map 093 Parcel 051 Project Description: Applicant proposes to upgrade the septic system and will require variances to the Town of Barnstable regulation for set back distances to, wetlands Applicant's Agent: Peter Sullivan PE 7 Parker Road Osterville, MA 02655 , Public Hearing: Location Barnstable Town Hall . 4 367 Main St,, Hyannis 2nd Floor Conference Room Date: October 15, 2002 -Timer 7:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office 200 Main Street, Hyannis and at Peter Sullivan's office. Please call if you if you have any questions regarding this application. t f Bk 16747 P s41 045414 r� Q4-1S-2iO4� a'i 12 :05p DEED RESTRICTION Whereas, TIMOTHY L.LARGAY and KAREN S. LARGAY of 38 Stonefield Road, Avon, Connecticut 06001 are the owners of a single-family residence located at 36 . Bayview Road, Osterville, Massachusetts also being shown as Lot 4 on a plan of land recorded with the Barnstable County Registry of Deeds in Plan Book 119, Page 23; and Whereas, Timothy L. Largay and Karen S. Largay as the owners of said lot have agreed with the Town of Barnstable,Board of Health, to a restriction as to the number of bedrooms which can be included in a single-family residence at said address as a precondition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, minimum requirements for the subsurface disposal of sanitary sewerage;and Whereas, the Town of Barnstable, Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms at said property be put on record with the Barnstable County Registry of Deeds by recording this document. Now Therefore, Timothy L. Largay and Karen S. Largay do hereby place the following restriction on the above-referenced property in accordance with their agreement with the Town of Barnstable, Board of Health,which restriction shall run with the land to be binding upon all successors in title: 1. The single-family residence located at 36 Bayview Road, Osterville, i Massachusetts, also being shown as Lot 4 on a plan of land recorded in Plan Book 119, Page 23 as recorded at the Barnstable County Registry of Deeds, shall contain no more than five bedrooms. Timothy L. Largay and Karen S. Largay agree that this shall be a permanent Deed restriction affecting the premises. For title of Timothy L. Largay and Karen S. Largay, see Deed recorded at the Barnstable County Registry of Deeds at Book 13893,Page 293. Executed as a sealed instrument this ji day of April, 2003. Timothy L. Largay Kar n S. Largay r� Bk 16749 Pa42 145414 STATE OF CONNECTICUT County: y/%L71`b Co Date: / Qp Then personally appeared the above-named Timothy L. Largay and acknowledged the foregoing to be his free act and deed before me, P -a- Notary Public My Commission Expires: 41/3olddoi seal STATE OF CONNECTICUT County: �fjl0/e!) Date:r124U.�//� 2003 Then personally appeared the above-named Karen S. Largay and acknowledged the foregoing to be her free act and deed before me, QATR , a p ' /lt.�I/C/Gt.. G• oc/'Pr m ; D `'•r Notary Public y rn My Commission Expires: 4130%3 r• C:Wy DocumentsMCHARMEAL ESTATEWEDSlargay,Tim DEED RESTRICTION.doc 2 BARNSTABLE REGISTRY OF DEED$ I • Ii I � II ' I t; -r, r It __ ,i ;�"• - I I --- I I._ A I 20 r � I _, D N z I ,- 70 O L Z z L-�� = _ - jl � I I, If I � ; it ( • E3 �I ' I I II - -S� VA 4 PROJECT: D 7p O I •^ /� v �T �T �,T m z L�,RGA I -RESIDENCEFINE Ll E AROHl7ECTUi�AL ESI 1� - 8 WEST BAY ROAD OSTERVILLE, I A 02ro55 ELEVATION i PHONE: 508-420-12Jro SHED DORMER ADDITION - Lp LL. f! I , , A U W - - Y � � u^l • U � b^mil, 1JL , . • • EXISTING. - - ADDITION - RIGHT ELEVATION LLI SCALE: 1/4" - ' " .. z • ; - � • • � 1. � � W O LU W w , I 1 ' iI'1 I I II I I I I ., , I .I - :I y:: I, _ I , 'iJ��L�JLL r 3 3 O W I _ 1u7� I ICI g w h� I� , I I' I�: s ADDITION EXISTING 544EET 2 OF 7 LEFT ELEVATION_' SCALE: 114' 1'-0" 3 r ri JOB: 0715 DRAWN BY: KW w _ ti DATE: q/15/OS W-2" WALL D „ m � _ n 7'-0` WALL i Z ADDITION 14'-0' ' V° N �_ AFS 10882 Ijj a m z D i Z 3 �' lo8"X82" � r am Om m gAmZ _z C V7 r . I �k 7'-4 I I � C < p < O m y p A o PROJECT: m Z L�,i�GAY RESIDENCE SINE DINE A�OHITECTURAL DESIGN `u 8 WEST BAY ROAD OSTERVILLE, I A 02055 PLAN PHONE: 508-420-1230 Cl - 1 -11gz A oRZ �Zo g Zoe N 6) p f OZq fp m3D mD Mmr aNr zz r ZZm N 1NA A rT m -jA -1 ® D mz I . :i (2) ATD 2953 611 F D to to 201 3/4"x53 3/4" - ATD 2953 6/1 14i_Oh 3/4" 2q 3/4"x5 - _ ARCH 6812 m _J of - V' 58 3/4"x20.1/4" f U)_ rn ATD 2953-2 6/I ' 50 3/4"43 3/4" N Z Z 2 3/ "80 3/4 ® o D O0'-3" 6'-11" A j�I I11_In rn w D ul pi ® (2) ATD 2g53 6/1 GO # �m z I_ 2q 3/4"x53 3/4" # F ATD q5 6/1 r N 2q 3/ "x5 3/4" O Z A —— _ A' ., J : , ATD 2g53 6/I I - \ (� 29 3/4"x53 3/4" U 7C Coll m = ATD 2953 6/I o A Z AF5 7200 2q 3/4"x5 3/4" p E 72 3/4"x00 3/4" ATD 2g53 6/1 N_ 2q 3/4"x53 3/4" l0 10 ,fl I � _ r i.�l N N D N D w p w O � . w W \ W j AA 20'-3" 7i_7n 7'-6" D a PROJECT; z m LARGAY RES I DENCE FINE LINE ARGHITFG-FURAL DESIG : o PLAN 8 WEST BAY ROAD OSTERVILLE, I"IA 02055 PHONE: 508-420-1230 ----------------- -- O 8^x46^ CONCRETE WALL 16^xl0^ CONTINUOUS FOOTING - �___ _ TO 8° BELOW � C HOUSE FOUNDATION T.O.W. j BLUESTONE _ v 4^ CONCRETE SLAB COMPACTED FILLLLA - i 111 4" Q. [� CA O ^O o Ln } zLu w � . u SHEET 5 OF 7 FOUNDATION LA U O N F PLAN SCALE: 1/4" JOB: 0716 DRAWN BY: KW DATE: 9/15/08 W W 111 CEILING CONFORMS TO EYEBROW OVER ^' WINDOW N _.. P- ROOF lk F.G - 2x 10s @ I.I" O.C. 0'5 2x10sO 16" O,C R38 F.G. INSUL/ 5/5" PLY SNEATI-ING/ FULL COVERAGE WA- E R SHIELD ASPHALT SWINGLES "PURRICANE CLIP" �r- " / \\ - FASTENERS AT ALL tz3� RAPPING FLOATING DECK �. TYP. EAVES 1 RAFTER / TOP PLATE j /j I/2" G�P\ Z�OARD RUBBER MEMBRANE Ix8 FASCIA / ix4 SECOND MEMBER r(1 ' JUNCTIONS TYP. - \\ - _ CONTINUOUS VENTING SOFFIT ROOFING UNDERLAYMENT - cr _NEW 3/4" OSB -Ix8 FRIEZE BD. h1/ BED MOULDING � O ECON D FLOO I50 FOAM INSULATION - - / \ _ TYP. EXTERIOR WALL u 1 C 2x6 EXT. STUDS @ 16" O.C./ �I 6" R19 F.G. IN5UL./ T8G OSB SUBFLOOR I/2 PLYWOOD SFIEATWING/ �l / NAILED 8 GLUED TO JOIST ,i I I TYVEK WRAP/W.C. SHINGLES ------------ I '_— — - — — 3 71 7 1/2" LVL's @ 12" O.C. � SISTER EXISTING 2x6 CJ's WITH 2x8's @ IWO.C. ZMID-SPAN Wax STEEL SUPPORT VERIFY LOCATION AFTER DEMO _ EXISTING - - NEW - - FIRST FLOOR -1- I SCREENED PORCH � ll1 BLUE STONE - U I 4" CONCRETE SLAB EXISTING FIRST FLOOR SYSTEM I I EXISTING CRAWL SPACE I TI t I - I•' - TYP. FOUNDATION WALL ' I p P.T. SILL ANCHORED 4-0" O.G.' w allu <t 8"x3'-9" CONCRETE F- 10"x*' CONTINUOUS FOOTING13 V z Q 25-0" 2'_0" 14'-0" _ V a Q W SECTION "Au Q SCALE! 1/4" = 1'-0" —� I S4EET 6 OF 7 JOB: 0715 DRAWN BY:" KW DATE: 9/15/OS CA r Q 7 1/2""LVL's, @ 12"O.C_ FT o W i .l W8 STEEL BEAM FLUSH � o EXISTING 2x6's \ 2x6's + 2x8'sLu i I I WS STEEL BEAM FLUSH j Jl U W - I - \ i111 IF III III @ I , I I � f r SWEET 7 OF 7 SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" JOB: 0715 DRAWN BY: KW _ DATE: 9/15/08 DORMER ADDITION Ln L 1 0CI n -- ❑ ❑i ❑ ❑ ❑❑ ❑❑ = ❑ — A 5 1_ it ®i® EEL], Elf] < cli EXI5TINGCo 1O^ L 1 FRONT ELEVATION W SCALE- 1/4' - V-0" O DORMER ADDITION ! L LLI -- - � FM TuFFrl ❑ ❑ Q — _ HF- _ - _ _ _ _ M — ------ W cr �- a ® FM ❑ ❑❑ • 4 - "--" -- SHEET 1 OF 7 ADDITION EXISTING REAR ELEVATION - 5CALE: 1/4' - V-0" _IOt 0715 DRAWN BY: K.W DATE, 12/26/07 ,_ i i' I i rn rn < s m - D < 1777 Y l� I z Ly If �4 I ill I. t' Illi !'i' III i i j i�illl li _ I i �Itilfl Ij it j II, tt i�ii - � I�lif�l �lii tl�l I�� j��lt� I �i,l fli ` Ii� IIIIIjIi III j Ill�llli �� jlfiltl III�I.II.II If�l�li.�ll - - � II�I,II I I �i hill If. W PROJECT: Z m LARGAY RESIDENCE FINE LINE ,4RG H 17 a G-FUR,)A L DESIGN U 8 WEST BAY ROAD OSTERVILLE, MA 02655 0 s N ELEVATION PHONE: 5Q8-420-12�� `'—Z• WALL 0 -------- ——----— —---— - s T-0' WALL - I • I � f , ' I I I I , I I ❑ y. rI • I I I =I I a _ I t I I I I I I I I AF8;106W I 5t P r I A I v I � I iI I I I I ® I . I it �I y it J 3 I • II i , II I •3 a PROJECT: LARGAY RESIDENCE DANCE FINE LINEARGHITEGTURALDESIGN 70 8 WEST BAY ROAD OSTERVILLE, f"IA 02ro55 o � PLAN � • ��-Inr\I�• �n�-� �n M1 S, ® hi: I� 17;j' Q f5 I 4 COO it 'LI. 16 Dro I I I Drrp ICI u - — Ililll �{I Ii' - —+ Illijlll i,llli 7p lii �„ III I � Fp 7p � 9 (2) ATD 2963 6/1 29 3/4ax63 3/41 { r= 1 ATD 2%3 o ;iI 29 3/4'x 3/4' I� ARCH 6512 Z o V 66 3✓4'x20 1/4° I M ATD 2963-2 i/I w p � ►� I� . 66 3/4'x63 3/4' b p *� " AFS 7230 Q 72 3/4'x 3/ '(D r �4� 9'-3' m � Q (2) ATV NO utMilli! UD 2q 314'xSB !V40 II!_I I I Y p m Z' ATD &A 29 3/4"A 3/4' UN - N iIi���� L I I ATD 2%3 &A -- --- 29 3/4W 3/4' —_ Z AFS 72W u - t 72 BMW 514' - ut X /t f 1 ATD 2%3 i 29 BMW 3/4' 14 fl,llli�l�i�lii� N - � A 23'-3' 71-71 PROJECT: "' ILARGAY RESIDENCE FINE L1NEAFC;H1TEGTU;2,ALDES1GN N - 0 8 WEST BAY ROAD OSTERVILLE, MA 02655 9 'PLAN ° `� PHONE: 508-420-123ro 42'-4' 30'-4' 121_0.,. � A • 1 1 W X A I a r Z m . A o Z . . 41'-0' 49'-0' PROJECT: LARGAY RESIDENCE ENeE FINE LINEARCHITECTURALDESIGN 9 0 8 WEST BAY ROAD OSTERVILLE, I"IA 02ro55 PLAN PHONE 5 6-420-12OG f VIE \�,-2 1/2' f a I G'-10' a �7pp I� o D I �` 4 20 /7Y-B 1/2' n; N -------------L/ . . Q�T� �Z� fir• 2 g-3 6 m w mm� �A PROJECT: "' z LARGAY RESIDENCE FINE LINE ARCHITECTUPAL DESIGN - o 8 WEST BAY ROAD OSTERVILLE, MA 02655 SECTION PHONE: 5085 420-120G i -—-—-—--®------ � N El O Z (1 r I rn O Z rn O �. to + .. m 'TI n \ r 3 A O i O 3 z D Q � � m O �^ r n I r n r 3 r c � � II t , PROJECT: 4-- LARGAY RESIDENCE FINE LINEAPGH1TECTURAL DESIGN 8 WEST BAY ROAD OSTERVILLE, t,IA 02655 ow STRUCTRURAL PHONE: 508-420-12OG VENT LA ASSESSORS REF.. 6 i4 0 - IC, Map 93, Parcel 51, 'y eryl iil ..� P ail: OVERLAY DISTRICT: -PARTIAL PLAN Road - -o / - f _ _ AP 'Aquifer Protection :District Not to Scale _______ p Wlde) ohw As Shown on Plan Entitled o rs ��W �3 --ahw w "Revised Groundwater Protection e _ - o 0 1 _B"'� __--_- „E 1p1.00 , o F CO Overlay Districts" - April, 1993 ohw -t,80.03 0 �cj� 2J-------------- j / ohws�pt`�9�,�GE '' Post l R•F ,! °=' V 3� ss sa. ^ FLOOD ZONE. o. �. ,y Zone A13 & V17 (see plan) 0 d I , F` Community Panel No: Benchmark: Bit. rive $4' t; . . #250001 0018 D D ' �. Top of CB/dn / 3 I a July 2, 1992 " El.=7.59' (NGVD 29) 1 �I r a1.8' p'. -.... Aap'- 1 P;. �R 477 / o wall . ,>1 LOCATION MAP: 1 u / �.' 9� f Scale 1 2000 t Al Flood Zone;Lines From FIRM Map ALI I Brick patio / a� ZONE. Y Communit Panel No. 250001 0018 D I I ` aW d Map Revised: July 2, 1992 r\ : y Q I s�Aa P.>�VP a' _ 24"0 Cpel,ing Abcve For M ,. RF-1 I/2 Q Galy.Pipe Fcr p Fro mz&Cover. I1 I 3u I C; o 0, oa FloctSupport Area (min.) 43,560 SF I I I / I sEE r.roTE ./ niitN. p Z Frontage (min) 20 DESIGN DATA : k U Single Family-5 Bedroom I 1 `3 I o:• >aeLow 36 O , ^ �� .• Width (min) 125' With no Garbage Grinder I :° I Wood Pramed Dwelling . i 5<- �� I nl U Pump Pcwer6 Float Control / To D Scx Setbacks: Daily Flow=110 x 5=550 gpd I '' - - - �� °� T-� �� I �m WithLoces altBldg.�BEecCodes. ront 30' Septic Tank: 550 gpd x 200%=1100 gpd I I I ° 0. F Use a 1500 Gallon Septic Tank. a W: C RAwL SPACC / i }h =' \` Side 15' LEACHING AREA I I I 50 / / V v 4"0 From Septic PrecastP Rear 15' 550 gpd/0.74=744 s.f.Required �uFFE� : First Floor " O .Sc 0 I nem Tank h 4 PV^ urea Use Bgttom Area Only. -SI LT ONCE 2 / 8.0' C b-- (e = 750s.f.Provided I I / bOu[3LE sT/� L.p I I I / HAY C3ALES 5 LEACHING BED DESIGN yI� Y0 All Pipas to be Schedule 40 PVC Perforated I I ; / 3 L- RC Pi-r-1ra Sr-TRmr%S-P %c. • 1 �,�p. � LEACI-1 PIT TO SET SEPT IG With Capped Ends.UseR-4'0 Distribution I I I W l -f-ANI<a-P4MP CHAMflER. PLAN Lines in a Washed Stone Bed as Shown. Blue St one P o o 01 0 I I o LI �. �O. 4''0 Sch.4 0 PVC Finished NOTES m ......... From Septic Tank Grade I. Water Supply For This Lot is Municipal Water. ��F I I h7 t 3 8 - - O Fq i F. — - l 2.Location of Utilities Shown on This Plan Are Approx. F�w, Z 4�I @ �g;gyp P �` / a / - y` At Least 72 Hours Prior to Any Excavation For This J I I v hF �4 VJ�Ta �� / / '' Project The Contractor Shall Make The Required J 0 fi C.'�P 6'O (.f*A I / / Conduit Thru Chamber Notification to DIG SAFE-1-888-344-7233. ( ' GP ���- / Galt'. �` S) �� F gyp► _ For Power ' ToD box 3.The Contractor is Required to Secure Appropriate 1 1 rO volumEmerge my Storage Chain ,: Permits From Town Agencies For Construction \ / tL�� / / Cables ;� btin.2 Ccver 94; , y I � a �LcL tiT E p/I G�`P �� / � / / A2 Volume 550 Gal. inv.5.4 Defined by This Plan. A1J� I I Lot 4 OAR GAP \ / / Alarm on El. 3.27 > 4.Install Risers as Required to Within 12"of Finished ,II / O / / on El 2.77 Mercury Floc! Thre_ d p C O 2 fl Sch.40°V 9"Min Grade. I �� _ / / La ^de PieMax, Compacted Fi�Finish Grade — / LeedonEl 2.27 Switchs 4Rzq'd 5.Grade. Structures Buried Four Feet(4')or More or - Filter 4"0 Perforated II ct ct Vehicular to beH-20(4)or . / / / A3 Edge of Salt Marsh Pumps off El 2.10 Check VcIve _f � Fabric PVC Pipe - S...Je I _ / Flogged b ENSR Ma 24, 2002 Secure Pipe at Top&' N � 1/8° 1/2' 6.Septic System to be Installed in Accordance With / ea on 310 CMR 15.00 Latest Revision And The Town of ce / / Bottom of Chamber �� P Stone Barnstable Board of Health Regulations. I e� 9 6'c Washed - ' t r t� II Kode E/ /� Ftta^: so °�. M S cr,z Min 3/4'-I I/2•. 7 All Piping to be Sch.40 PVC. J c V Stone / SECTION �— le Washed _� r f d (IOOOGALLON SEPTICTANK) s.r Q. PUMP CHAMBER DETAIL ,Not to Scale - J� Af0 ",m / -5� / CROSS SECTION OF LEACHING BED © T�5 r Hot-E EL. f3,0 v I: LOT AREA \ I—" -Connect to Exist. 4 0 Vent Not to Scale is D LOAM I: 0.5o AC /I -G.8.3 ,House Sewer F.G.8.0 C RfiN COARSE SAW0 / / _ _� lop E1.7.25 �: • 10 YR S/3 � .......��• 25 18 at.EL 6. STRONG BRN GOARSF_ A9 ( f / A5 �y� 5'8 / 1500GallonLC mp -�6.75 Q SAND '7•Syf� SIG I i -- 5_6 Septic Tank amber 6.95 5 I,Ir, Ground Water�a)E1.1:25.Ground DK. GRAYISH BRN fAA.R59E : Water Was Monitored Duringg oFullMoon OF I Sr'i Bedding as Tide Cycle,08/21 thru 08/23 2002. ' Q� SANO loyR `"I/7 A6 ill- Per Title 5 H7 Gtzati I s►I ectH Ass r -- --- I 1 I // \ PEHA Variances Required C -SAtaD 10 YR S) '2- ..-.. . . �� �/� S€3t.t.tif�1� �, DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM AB - 8 t` PLAN VIEW 4 -t Not to Scale Title 5: None Required GRouNO WA-rGR 61 s -i Waterproof/Seal Septic Tank13 Pump Chamber By, ;u Auf3-A21 20o'Z ERtNis 1NC, A7 Scale I "= 201 With 2 Coats of Approved Sealant. ; Town of Barnstable f rr•a�.�� Part VIH:On Site Disposal Regulations Section 1.00.The 100-Foot Regulation: I! ui" w EN G.OU N-rER ED REM OV&•✓.Rr-9>LAc. Setback provided 1S 8O.Ofeet t0 the primary. U9UI-rAeaus MATEt21AL W ITFI 1 N S o F Setback provided is 45'to septic tank and 96 feet to the id-box. -TvAm LEA.CN INC, CHA.MBI-R Title: PREPARED BY: PREPARED FOR: Notes/Revision: Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was ? SITE PLANTimothy 81 Karen Largay compiled from available record information. _ 7 Porke;r- Road CD PROPOSED SEPTIC- UPGRADE PO Box 659 36 ea view Road Osterville, MA 02655 Osterville MA 02655 Boy view The topographic information was obtained 36 BAYVIEW ROAD (508)420-3994 (508)420-3995-fax Osterville, Ma. 02655 from on on the ground survey performed on 08)428-3115 fax �' OSTERVILLE,MASS. . (508)428-3344 (s 281MAY/02 ----- ---= ----------- _._ ----- WHK/MDH 20 0 10 20 40 80 Draft: Field: 3.) The datum used is NGVD '29, a fixed mean sea level datum. Date: Scale: Review: Comp/Draft: MDH September. 9, 2002 As Shown ' Proj. # Drawing # C543_1G1.dwq i I j I i i M I�I 1M1�. 1 i f .. R ✓�t7R00�1 � � � � � I 4'-10" z IIR P V, IT@q" Z s N 20'-3" N I 2q1-0'' - ----- i M STER BEDROOM o KITCHEN DININ _. Qto1 19'-7" SECOND F- L6OR PLAN SCALE: 1/4" 1'-0" REF. BED QOM BUILT-IN CASImeTs 1LIVING •_uT1wTy I IIR 51, . I 1 OT @ q11 OL FOYE 171 m 1 A A E 7n BEDROOM ..! { J Q , , -------------------------------------------------- I i 3 3 Cl 1 i I I 26'-61' 21'-6' 20 -3 SHEET FIRST FLOOR " PLAN I { SCALE: 1/4" NEI m I Al I i JOB: 0247 Nil L DRAWN BY: KW DATE: 8 23 02