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Home My WebLink About0157 SCUDDER BAY CIRCLE �� n -a: ,- _ . � � _ � _ � . y,r n... .�� _. a. � .. F,' i .. M h ° : o .. o , t , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map Parcel ;- Permit# 3 60 2-'L Health Division _ '3 �Q� /D/��`-� . Date Issued 0 0 0`��— Conservation Division 1Ti Gy QqC �i .� � .Application Fee ` . Tax Collector ` Permit Fee ' Treasurer r . ° Planning Dept. EXISTINGEMSTING P�SIEPTJC' SYS TEM TE M Date Definitive Plan Approved by Planning Board - LIMITED TO— #OF BEDR OOMS Historic-OKH Preservation/Hyannis Project Street Address Village Owner Address Telephone 7 Permit Request . h� Square feet: 1st floor: existing proposed 2nd floor: existing. proposed „ Total new Zoning District Flood'Plain Groundwater Overlay, Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family(#units) ` Age of Existing Structure 3Q + Historic Houser 0 Yes No ? On Old King's Highway: ❑Yes ChP Basement Type: Ceull ❑Crawl ❑Walkout. ❑Other Basement Finished Area(sq.ft.) - Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new ''" Half:existing- , new Number of Bedrooms: existing new ' Total Room Count(not including baths): existing new First Floor Room Count - Heat Type and Fuel: 4Gas 0 Oil ❑ Electric ❑Other °F Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ' 0 No Detached garage:❑existing ❑new size Pool:❑existing O new size Barn:0 existing ❑new size Attached garage:Q,existing ❑new size; Shed:❑existing .C3 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,.-site plan review# Current Use :� li- Proposed Use - kN BUILDER INFORMATION Name ur Telephone Number 4A Address ��? I oS ��wU �i License# OV 1,f o��/ g s Q_&ki2LQ r yt-A - Home Improvement Contractor# /a&o/t/. Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f4r4d;e, SIGNATURE -- DATE U d ` FOR OFFICIAL USE ONLY PERMIT NO. M DATE ISSUED t ,. MAP/PARCEL NO. . ADDRESS - _ VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME t) 1'2J 7/ INSULATION bu 4 e � FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ��'r.. FINAL X ® � GAS: ROUGH FINAL r4 _ FINAL BUILDING (o 0 QIr � DATE CLOSED OUT, ` to. , h C] ASSOCIATION PLAN NO. Nz •3 _- . ' J , .. H E - 1 t.T I "x �T n ow of Barnstable Regulatory Services BARNSPABIA i v MASS. $ - Thomas F.Geiler,Director EnNorA�` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.maxs Office: 508-8624038' Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 66 as Owner of the subject property x hereby authorize RE Mu>7�L Ibl6 6- ✓_�.1 S to act on my behalf, in all matters''relative to work authorized by this building permit application for: i .^ /57 S_co-je(el M& (Addrb4s'of Job) Signature o r Date, Print Name • f Q TORMS:O WNERPERMISSION Uniformly Loaded Floor Beam(AISC 9th Ed ASD 1 Ver 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 10-04-2004: 11:13:16 AM Proiect: SAGONA-Location: (1)15.5'BM. @ CLG. MSTR. BEDROOM Summary: A36 W8x18 x 15.5 FT Section Adequate By:23.6% Controlling Factor. Moment of Inertia Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD-- 0.30 IN=U612 Total Load: TLD= 0.42 IN=U445 Reactions(Each End): Live Load: LL-Rxn= 3255 LB Dead Load: DL-Rxn= 1225 LB Total Load: TL=Rxn= 4480 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.75 IN Beam Data: Span: L= 15.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One. DL1= 10.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 420 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: wD= 158 PLF Total Maximum Load: wT= 578 PLF Properties for.W8x18/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 ' IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix-- 61.90 IN4 Section Modulus About X X Axis: Sx= 15.20. IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.WFy: LC__ 5.54 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limiting Web Height to Thickness Ratio for Fv=.4•Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 17358 FT-LB Nominal Moment Strength: Mr- 30096 FT-LB Controlling Shear: V= 4480 LB Nominal Shear Strength: ,` ,h. Vr- 26960 LB Moment of Inertia(Deflection): "' Ireq= 50.09 IN4 1= 61.90 IN4 Mufti-Loaded Beam(99 BOCA National Building Code(97 NDS)I Ver. 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc.on: 10-04-2004: 11:15:44 AM Proiect:SAGONA-Location:(2)2.7&WINDOW HDR.BELOW PT.,LOAD Summary- (3) 1.75 IN x 5.5 IN x 2.75 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 52.7% Controlling Factor. Section Modulus/Depth Required 4.45 In Center Span Deflections: Dead Load: DLD-Center- 0.02 IN Live Load: LLD-Center= 0.02 IN=U1844 Total Load: TLD-Center- 0.03 IN=U995 Center Span Left End Reactions(Support A): Live Load: LL4bm-A= 1663 LB Dead Load: DL-Rxn-A= 1436 LB Total Load: TL-Rxn-A= 3099 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.79 IN Center Span Right End Reactions(Support B): Live Load: LL4bm-B= 1675 LB Dead Load: DL-Wm-B 1.446 LB Total Load: TL-fbm-B= 3121 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.79 IN Beam Data: Center Span Length: L2= 2.75 FT Center Span Unbraced Lenqth-Top of Beam:. Lu2-Top= '0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 2.75 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: -Uniform Load: Live Load: wL-2 30 PLF Dead Load:Beam Self Weight: wD-2= 50 PLFBSW= 9 PLF Total Load: wT-2= 89 PLF Point Load 1 Live Load: PL1-2= 3255 LB Dead Load: PD1-2= 2720 LB Location (From left end of span): X1-2= 1.38 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': p .. Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4177 FT-LB 1.375 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear. V= 3121 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 17.34 IN3 S= 26.47 IN3 Area(Shear): r Areq= 16.43 IN2 A= 28.88 IN2 Moment of Inertia(Deflection): Ireq= 21.95 IN4 1= 72.79 IN4 Mufti-Loaded Beam(99 BOCA National Buildinq Code(97 NDS)I Ver. 5.07 • Bv:Archi-Tech Assoc. Inc. .Archi-Tech Assoc. Inc. on: 10404-2004: 11:13:17 AM Protect: SAGONA-Location: (3)5.25'HDR.@ SLIDER Summary: 13 ) 1.75 IN x 5.5 IN x 5.25 FT /1.9E Mic roilam Trus Joist-MacMillan Section Adequate By: 29.8% Controlling Factor. Moment of Inertia/Depth Required 5.04 In Center Span Deflections: Dead Load: DLD-Center- 0.06 IN Live Load: LLD-Center- 0.10 IN=L/611 Total Load: TLD-Center- 0.16 IN=U389 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2189 LB Dead Load: : DL-Rxn-A= 1247 LB Total Load: 11TL-Rbm-A= 3436 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 0.87 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2189 LB Dead Load: DL4bcn-B= 1247 LB Total Load: TL-Rxn-B= 3436 LB Bearing Length Required(Beam only, Support capacity not checked): BL43= 0.87 IN Beam Data: Center Span Lenqth: L2= 5.25 FT Center Span Unb raced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.25 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading.- Uniform Load: Live Load: wL-2= 834 PLF Dead Load: wD-2= 466 PLF Beam Self Weight: BSW= 9 PLF Total Load: wT-2= 1309 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891' PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4510 FT-LB 2.625 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: . - V= 3436 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.72 IN3 S= 26.47 IN3 Area (Shear): t Areq= 18.09 IN2 A= 28.88 IN2 Moment of Inertia(Deflection):, Ireq= 56.07 IN4 1= 72.79 IN4 i MAScheck COMPLIANCE REPORT ( I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 Y I I Checked by/Date TITLE: proposed alterations I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-4-2004 PROJECT INFORMATION: Sagana/Sullivan Residence 157 Scudder Bay Circle Centerville, MA 02632 COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA 176 Your Home = 147 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------------- CEILINGS 0 30.0 0.0 0 CEILINGS 0 30.0 0.0 0 CEILINGS: Raised Truss 448 30.0 0.0 14 WALLS: wood Frame, 16" O.C. 920 13.0 0.0 75 GLAZING: Windows or Doors 116 0.320 37 FLOORS: Over Unconditioned" Space 448 19.0 0.0 21 HVAC EQUIPMENT: Furnace, 84.0 AFUE . ------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating. load for thi building, and the cooling load if appropriate, has been determined usin he applicable Standard Design Conditions found in the Code. The .HVAC e pmer t selected to heat or cool the building shall be no greater than 5% the design load as specified in Sections 780CMR 13 and Builder/Designer Date d • b RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE z. x New Buildings $100.00 ... Residential Addition $50.00 r Alterations/Renovations $50.00 Building Permit Amendment . $25.00 FEE VALUE WORKSHEET y NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 0041= �V0 G� q�(p 'square feet x$64/sq.foot= x. i plus from below(if applicable) - 3 GARAGES(attached&detached) square feetx$32/sd.ft. ,r x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit square feet x$96/sq.foot= x.0041=. STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _�x$30.00= 30•so _. (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) . 6,6 Permit Fee Projcost Assessor's office st Assessor's map anld lot lnumber � . g 7 ""U 3� �r SEP�� z iNSTA Le ED iN Board of Health(3rd floor) 113 T: WITH Sewage Permit number : '% ENV?RIONM Engineering Department(3rd floor): /� V ENT House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARN~ BUILDING INSPECTORS APPLICATION FOR PERMIT TO Build sitting room addition. TYPE OF CONSTRUCTION wood/residential . January 29 1992 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 157 Scudder Bay Circle, Centerville , MA Proposed Use Residential Zoning District RD1 Fire District Centerville%Osterville Name of Owner Norman Boucher �j�,, Address 157 Scudder Bay Circle , Centerville NameofBuilder E.J. Jaxtimer Address 48 Rosary Lane, Hyannis Name of Architect Jim Stewart Address Marstons Mills Number of Rooms one Foundation Concrete block Exterior Wood shingle Roofing As=hat t Floors ' Wood Interior Plaster Heating Forced hot water/basPhoard Plumbing None Fireplace None Approximate Cost $25 ,000.00 Area 13 x 15 -40�dd Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable rega the above construction. Name Construction Supervisor's License 003251 BOUCHER, NORMAN ,F No 34836 Permit For Add To Dwelling Single Family Dwelling T i Location J57 Scudder Bay Circle } Centerville ' t Norman •Boucher Owner. ► Type of.Construction Frame r�J Plot Y t Lot Permit Granted February 13, 1992 -, Date of Inspection 19 Date Completed 19 i , s ' rn otom' y. C M 01 lot Assessor's office(1st Floor): Assessor's map,and lot number � � of T ��TM E T0` Board of Health(3rd floor): r g ap'[IC SYVEM NIU o Sewage Permit number ��°' u�i' i- E®I� ® �. Engineering Department(3rd floor): JS �� `W �J = aa�a9rsnLL J ITN TITLE ..a House number - 1 S7 q etfML CODE �.639 Definitive Plan Approved by Planning Board 19 ��LATI® S r�r APPLICATIONS PROCESSED 8:30 9:30 A.M.and 1:00 2:00 P.M.only T ��a TOWN OF BARNSTABLE -BUILDING INSPECTOR APPLICATION FOR PERMIT TO build a 31 x. 2 7 ' :addition TYPE OF CONSTRUCTION Wood residential March 11 1991 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 157Scudder Bay Circle , Centerville , MA ' L-a'd 1-4 -73 Proposed Use Residential Zoning District RD1 Fire District Centerville , Osterville , MM Name of Owner Norman Boucher Address 157 Scudder Bay Circle ' Name of Builder E . J . Jaxtimer Address—' 48 Rcsar3Z Lane , Hyanflis Name of Architect James Stewart Address Marstons Mills Number of Rooms one Foundation Sono tubes Exterior Wood shingle Roofing Asphalt Floors Wood Interior Plaster Heating None Plumbing None. Fireplace None Approximate Cost $15 ,000 .00 Area 81 s f t . Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regar ' t bove construction. Name Construction Supervisor's License 003251 BOUCHER, NORMAN ' a No 34204 Permit For Build Addition + S-ingle Family Dwelling ~Location 157. Scudder Bay Circle Centerville a - s Norman Boucher Owner _. Type of Construction Frame E Plot Lot #7 3 r ` Permit Granted March, .11 , 19 91 - Date of Inspection- 19 17 Date Completed - 19 rpm ir. i + _• _ f I � _. ` - • - - III j w �I Assessor's offioe (1st floor): �j E TH T Assessor's map and lot number ..� ... .'�!�O . . °�.. Q�oF off` SEPTIC SYSTEM MUS` Board of Health (3rd floor): Sewage Permit number ...........!...1... .......!..'.:....:.:............ IASTALLED IN COMPLI BARN9T4DLE, MAOEngineering.Department (3rd floor): WITH TITLE 5 900 39• House number �.......................... ENVIRONMENTAL CODE �.��•. ., � APPLICATIONS PROCESSED -8:30-9:30 AM, and 1:00-2:00'P,M. only TOWN REGULATION TOWN OF BAR-NSTABLE mcwx _ BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..:....COO.S ..L'K.T... .... �Y�.l''?-Any.... �!!'.!i `ti... . .�....6hk-0, .. TYPE OF CONSTRUCTION ................q�PQ.... a,? '' ................................................................................ �L. .. �g TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �j........S.C,.AJ4V.....GAY- .....GAr�.4..(C_ ........................................................... Proposed Use ......s.�!�?�1R.... �1f'> ./../.. !! 4ru^"td-�cL.......................................................................................... n 0. / ....................Fire District .... ( [ ,, Zoning District ......K. .-. ............................... 1.` 4�..................................... Name of Owner .,................:..Address .....ti�A, r........................................................... Name of Builder ....................Address L)�LgU....:10 ........................ Nameof Architect .................................................Address .....^--............1................................................ Number of Rooms .............Foundation .....k-1.0-?' ....................................................... Exterior ...... ( ?. "4,.......................................................Roofing ....... Floors ...... ....................................................Interior .......... ............,......:.................................................... Heating ..................................................................................Plumbing .................................................................................. ��.. Fireplace ...................Approximate Cost .... 2 .000..... Definitive Plan Approved by Planning Board _______________________________19________ . Area �.. ....�-� � Diagram of Lot and Building with Dimensions Fee 0 ................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to. conform to all the Rules and Regulations of the Town of Barnsta regarding the above construction. Name ....... ............................................................ Construction Supervisor's License O0_qd�(..... .............................. BOUCHER, NORIMAN 30461 Build Dormer No .............. Permit for .................................... Single Family Dwelling .......................................................................... '157 Scudder Bay Circle Location. .............................................................. Centerville ............................................................................... Norman Boucher Owner ..................................................... Frame Type of Construction .......................................... ............................................................................... Plot ............................ Lot ................................ February 26 , 87 Permit Granted ........................................19 Date of Inspection ............................. ......19 Date Completcd ............................... 19 z M a f n W M At TJ i : : / ......... . ....... : : , - : - /'�: �� , ", : : ..:. - .,. .._... .. ..... .... . . t : . . . , .. I-- ......... ....-.-.. ........ ., Y. -L ...... ... �111 ... . . 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' . .. _ 11 : SM _, r I . �� SCALE JOS� r (l DATE I I :. . a : .I : PRCOUCT 20E1(Podded 11'EOGE)PNODUCT 20f10(Padded 1T EDGE)®®Inc..Groton,Mass.01471.To Order PHONE TOLL FREE 1.800.225-M - - - -- 9 r = ZONE: ASSESSORS REF I � A5 l 'r1:,. i;,'r„';• i'�r i9.y;i••.'.r;,... Phyllis S Boucher Trust / ) RD-1 ;•;' Y'''r=$ Mop 187 Parcels 38 & 39 ' "•'' " ' •' ' °rr / t_ '''o t n / ....................... ! e ( n• 87,1 0 1 / Area (min.) 2 SF (RPOD) +d ^•• + r��`�, I ?Ed9° M / �•• Fron to a (mlrl) 20' 7 l' Width min) 125' ]IItL ! I • ' I ''•• ° 0, Setbacks: •'^.`,�'+`�r�` .✓ •' n ry ' °° / I S'88 50'32" IN 50.0/� '��` ' I ice— Fron t 30' I �� - / Side 10' 1 197'f -/, • / / > I Rear 1 D' OWNER. ;? ,;;p •, :, \ •• I / � � � / Ph lis Boucher •, �'•'I •''• i ,I l . ; :. !' / -f_„_, ..--�- \ •r�� -- 157 Scudder Bay Circle ; M - ':• ? 1 a ' A.c Gnrt Centerville MA 02655 1 •\ Lot 73 I / \ / ,' ° N�o �_ OVERLAY DISTRICT. • / •\ I % Q '0 •0 � � AP - Agyifer Protection DistrictJIL / r �• / As Shown on Plan Entitled 'AL1 ` "" a Brt `c , 'j / "Revised Groundwater Protection �+ ~'`' + F' • r 1 • + -----•--- , j / Overlay Districts - April, 1993 s' I ,. — FLOOD ZONE: Zone B & C & A10 (see plan) -� \\ '. I I o ,• I / Community Panel No. �oeation Map • �' f250001 0016 D r"" ; •\ 1 I I O Q ete� I s �� July 2, 1992 1,.=2,000f' 1. z � `r'• :� I Brick m GAL.. SEPTiG: o er 1 ! Walk nl / -rkmN,TO.MMMAiN• O $1 Pee r eW Housk 1 s-, / 9"Min. I I Finish Grade[[�� 1 :\ ewers. I � O �, �Y Q�+� 1 •\ ....1............... \ Ex19T• pumP 1 X Go ' G"�^I 1 I �� CHAMD Tb �' iyl Met r pp -_.��• Filter !1 \ I ,� REMAi IV I f Compacted Fill Fabric 4 0 Flerforafed 11 I 1 CONN6GT Now Ere Irr I r of - PVC Pipe Top El. 13.7 ... AL 1 1ro WO ove 1 •t'O 6X1ST• B•RuN o1u V It ` I \ J To N MW :86PT•K��.v I 1 j , ne •rANKAs•sHowN Pea Stone % 1 \ u /• \ ;, io Double Washed Slone �• j ` � Q / = a tiQTc I Bot.El.l .\ / %' a yM / 4� 4 4� .AIL1 ` I .� �z �.A Lei' Sh, ti�' / / Varles o. Resource Line as Flagged I :o I , � '�/ lL ¢/!� / -^�`• it + / CROSS SECTION OF LEACHING BED ad.Groundwater Elev. 7.7 by ENSR APR/03. A9 / / \ / Not to Scale Groundwater Adjustment ` r I Q v f3° / i Groundwater o 2.0 w er t EIev.7.0 I ,.T Q? q / / IndexWell•MI W 29 Zone C j \\ 1 0)• 13 I ` Adjustment:0.7,April 2003 Adjusted Groundwaterbev.7.7 �Illa. it 1.` 1 I I l 3!! .I 't •� a4o w j All °� 1 I c,r _� . ` / DESIGN DATA NOTES _. _ 1 w Q_�.,». ..«�r)_W j.w. .__.- �!e< - ,�_._. . ._1__ _ _ ��°3.,., :.: _.,,_.. _! a��>..,� r— - Fcmily-4Bedrooms ra r c. sr. r r °.. "3 , "iw�,' !' _ Single ! ter Supply ForThisL 'i •luricipol Water. 00 / / .` ., ' 1 . ar;'.•r" i- ;�'i <i no Garbage Ciriniec_ ^+ 2.Location of Utilities Shown on This Plan Are Approx. -� , N ? ^ r J .raityFlow '4 x ii0gal.- o - yEzcc.a ion N / �•�ls• I I o S- At Least 72 Hours Prior io An t' Far This / s i Septic Tank:440 d x 200/a-880 Project The Contractor_hall Make ,.te Required / 3 �4, / Pd / 1 V , ��?p+a' • 50' 1Q •. Use E Septic Tank / � � Existing IS00 Gcllon Se t Notification to DIG SAFE 888 344 7233. / .'i: .'� r _ '� LEACHING AREA/ / T ............ ate T .. .. 3.The Contractor is Required to Secure Appropriate •� �:. � Permits From Town Agencies For Construction Alo l / h /i 440 gpd/0.74 = 595 s.t Required Defined by This Plan. / •/ to+�''• �-• •�;� �/ / Use Bottom Area Only 4.Install Risers as Required to Within 12"of Finished / / �► / / r"` / 0 //• i 600 s•t. Provided Grade.JIL q 5.All Structures Buried Four Feet(4')or More or •o,'h / LEACHING BED DESIGN Subject to Vehicular to beH-20 Loading. /� • / / / 0' , All Pipes to be Schedule 40 PVC L Pe►forpted With Ends lobe Vented.Use 6.Septic System to be Installed in Accordance With / / ' / - •/ 6- 4 0 Distribution Lines Ina/ / � •/ •'' � /' / 310 CMR 15.00 Latest Revision And The Town of Al2 i / o / .r; / 3s� / / j ► - gchi Bed as Shown. _-- Barnstable Board of Health R�, / ' i.9 ng awn, Regulations. '� / r' -^ Z AII•Piping tobe Sch.40 PVC. ' / j:= / o l , _�,�'.. � !f. /'./ �• a i LEGEND./00 c9 / n i / a Deciduous Tree ---- - _ _ ...:- -------- - •.. � IBM El-17 Ncyo c �' G / do / t of ce H ; 7 -.� �r:�/ i a4 Coniferous Tree A,o Directions to Site: From Hyannis, take Light Post Route-28 towards Centerville. . At the Vent Pre traffic lights, take O 'p g e a left onto Old Stage , � Wetland Flag Road and follow to the stop sign. Take a Utility Pole �� FAR right onto Park Avenue and a right o; i O g onto ` FEMA Zone lines / ti /� / Mist: Manhole. SUM11.) 4 Bump3 River Road. Take a left onto , ® 'Catch Basin N0,2glgg. Scudder Bay Circle and house will be on Y., as Shown on FIRM I / �, \0 /oh// f {} Hydrant' CI1IfL the right #157. ti PLAN VIEW Scale 1 %20' i' Notes Revision: Title: b M PREPARED BY- � : PREPARED FOR: • � ' A6 0E1/1.T PROPOSED-SE S..`�STEM:REPAIR_." Sullivan Engineering, Inc. CapeSU rV Phyllis Boucher �.) .The property line: information shown was LO • compiled from available record information. 157 SCUDDER BAY CIRCLE - - _ Po Box 659 7•Porker Road 157 .Scudder Boy Circle �e. r Osterville, MA 02655 Osterville MA 02655 Centerville MA 02655 2.) The topographic 'information was obtained ~' CENTERVILLE* MASS. - - from on on the round survey performed on • (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax t 9. y P .,� or between 09/APRI03 and 10/APR/03. Revision As Built Condition Date:06/02/03 3.) The datum used is NGVD '29, a fixed mean "* Draft: A4JD Field: WHK/MDH 20 • ---• - •- 0 10 20 40 80 sea level datum. 'mil Date: Scale: Review: PS Comp/Draft: WHK/RRL April 19 f 2003 ' As Shown4 - Praj # 99060 growing # C578G1 = '