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HomeMy WebLinkAbout0015 ICE HOUSE LANE C.,fs er 4e) X�R f ,g V, NX"A' P, ,ro�, "'xg- A ;a"g 11 W. & ';N 4W TIP, 'n, ­Tn W QM! small r Bill 777 77:7� 5- "'t " " p OR, A, 'got z� All g z`� qvX '4 ..................... Z� 4 t 1 IT 0, 4, & "N, w, V�Kk, man �Ai MRS M .......... Q, 4 0, v" pz ,l...... 1�z- �'t; g. afi Mli N, sa nZA"4 MIR -�V M, A MON-MA" N�,W 4, �6, A. V IZ FR, VEM moo .n A�S, 511� R_ IBM 1A Rj� 'M -n- , ;9, W N�! Sal gg A ';A��W 5 R RE ��i P", V cu" M PAIVI-1 All",. , ". " . g , t k, TY1201 V M'A R ­X MR, -two In ORNE low gvnw RIMM g 6 zo A "N g" t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ''Parcel °' SEPTIC SYSTEM V=Tem# O `T I3� Health Division STALLED IN COIWPL��C� c 3 _ WITH TITLE 5 ate Issued Conservation Division 3 ,V G3 ENVIRONMENTAL CODApANItion Fee � Tax Collector TOWNREGUL/!'(OPerrmit Fee rs o Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address L`S_ /C F= Mo u S Village . Owner OJ I Ye!_ F Address l S l CF_ #6\3 5 RC� Telephone C $ 3? J — ®O Permit Request a I� 1� I l/ Square feet: 1 st floor: existing proposed Sac► 2nd floor: existing � proposed Total new Zoning District Flood Plain G Groundwater Overlay Project Valuation .—Construction Type WOO 5 F Lot Size 3 A C.4. I Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family B" Two Family ❑ Multi-Family(#units) Age of Existing Structure Ll f� Historic House: ❑Yes VNo On Old King's Highway: VYes &No Basement Type: I(Full VCI^rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /2 G 43 Number of Baths: Full: existing f new Half: existing new / Number of Bedrooms: existing new L`ta' = I/ Total Room Count(not including baths): existing new First Floor Room Count Ll Heat Type and Fuel: 3 Gas ❑Oil ❑ Electric O Other Central Air: ®Yes ❑No Fireplaces: Existing Q New I P �s Existing wood/coal stove: ❑Yes 8(No Detached garage:❑existing ❑new size e e Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size X Shed:0 existing O new size Other: )2�,4 7x 14, Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ®No If yes,site plan review# Current Use I !�& d V A- c Proposed Use R �S BUILDER INFORMATION Name l= Pet J, c L Telephone Number Address O, q� 9 0o License# © a!?q 0 t& I ` Home Improvement Contractor# 10 4 (Q 9 !� 6 D,C Worker's Compensation# 500 R a(, q01 a00 _'l- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W r CH Q S SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r ' MAP/PARCEL NO. ADDRESS r VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE: r ELECTRICAL:;! ROUGH FINAL PLUMBING-"i ' ROUGH FINAL r GAS: ROUGH FINAL r FINAL BUILDING /✓ Q A Z-a $ 3 DATE CLOSED OUT ASSOCIATION PLAN NO. I °FI►W r Town of Barnstable P Regulatory Services 9B" "MASS. Thomas F.Geiler,Director 1639.r p�. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must.Complete and Sign This Section If Using A Builder I,� / , as Owner of the subject property hereby authorize ` Q to act on my behalf, in all matters relative to work a thorized by this uilding permit application for(address of job) l5 ACC Howne- Lh 6Gr le- Signature of Owner Date Print Name I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings, Additions $50.00 5Z2 " v Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ar a square feet x$96/sq. foot= 1 b Z1 , ^x .0031= ` plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE D square feet x$64/sq.foot= x .0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= aeJ �U x .0031= r o G 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) *� Deck 6 x$30.00= J 0 (number) G�7Fireplace/Chimney a x$25.00= (number) Inground Swinuning Pool $60.00 Above Ground Swinuning Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 5 projcost Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\YEE.cck CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/04/03 DATE OF PLANS: 3/4/03 PROJECT INFORMATION: YEE ADDITION ICE HOUSE ROAD BARNSTABLE,MA. COMPANY INFORMATION: CLEARY CONSTRUCTION HARWICH,MA. NOTES: PREPARED BY CAD DESIGNS COMPLIANCE:Passes Maximum UA=274 Your Home=274 0.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor U_A Ceiling 1:Flat Ceiling or Scissor Truss 1162 30.0 0.0 41 Wall l: Wood Frame, 16" o.c. 1657 13.0 0.0 120 Window: A 21: Vinyl Frame,Double Pane with Low-E 4 0.330 1 Window: CN 12: Vinyl Frame,Double Pane with Low-E 4 0.340 1 Window: CW 24: Vinyl Frame,Double Pane with Low-E 19 0.340 6 Window: CW 15: Vinyl Frame,Double Pane with Low-E 36 0.340 12 Window: CW 235: Vinyl Frame,Double Pane with Low-E 16 0.340 6 Window: CR 12: Vinyl Frame,Double Pane with Low-E 3 0.340 1 Window: C 25: Vinyl Frame,Double Pane with Low-E 40 0.340 14 Window: C 15: Vinyl Frame,Double Pane with Low-E 10 0.340 3 Door: 3068: Solid 22 0.350 8 Door: 2868: Solid 19 0.350 7 Door: 3068 Full Lite: Glass 22 0.350 8 Floor 1: All-Wood Joist/Truss, Ove-Unconditioned Space 506 19.0 0.0 24 Floor 2: All-Wood Joist/Truss, Over Outside Air 656 30.0 0.0 22 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 Massachusetts Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,ar_d the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer r 9 Date `^ 4 MMCcheck Inspection Checklist Massachusetts Energy.Code MECcheck Software Version 3.3 Release lb DATE: 03/04/03 Bldg. Dept. Use Ceilings: [ J 1. Ceiling L Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window: A 21: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window: CN 12: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window: CW 24:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ) 4. Window: CW 15: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window: CW 235: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Window: CR 12: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: [ ] 7. Window: C 25: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 8. Window: C 15: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door: 3068: Solid,U-factor: 0.350 Comments: [ ] 2. Door: 2868: Solid,U-factor: 0.350 r Comments: [ ] ( 3. Door: 3,068 Full Lite: Glass,U-factor: 0.350 #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss,Over Outside Air,R-30.0 cavity insulation Comments.- Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ) When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ) All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instruction's. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: r [ ] HVAC piping conveying fluids above 120'F or chilled fluids below 55 OF must be insulated to the levels in Tablb 2. I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to V Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) r Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 5.05 Bv:Jay Malaspino, CAD Designs on: 03-03-2003: 2:56:20 PM Proiect: CLEARY-Location: YEE GARAGE BEAM Summary: A36 W 14x34 x 24.0 FT Section Adequate By: 69.5% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.16 IN Live Load: LLD-Center- 0.44 IN= U648 Total Load: TLD-Center- 0.61 IN= U473 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 12385 LB Dead Load: DL-Rxn-A= 6821 LB Total Load: TL-Rxn-A= 19207 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.00 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 6578 LB Dead Load: DL-Rxn-B= 2235 LB Total Load: TL-Rxn-B= 8812 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.00 IN Beam Data: Center Span Length: L2= 24.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 520 PLF Dead Load: wD-2= 130 PLF Beam Self Weight: BSW= 34 PLF Total Load: wT-2= 684 PLF Point Load 1 Live Load: PL1-2= 6483 LB Dead Load: PD1-2= 5120 LB Location(From left end of span): X1-2= 1.25 FT Properties for: W14x34/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.98 IN Web Thickness: tw= 0.28 IN Flange Width: bf= 6.74 IN Flange Thickness: tf= 0.46 IN Distance to Web Toe of Fillet: k= 1.00 IN Moment of Inertia About X-X Axis: Ix= 340.00 IN4 Section Modulus About X-X Axis: Sx= 48.60 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.76 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 49.05 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc-- 7.12 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: hltw= 45.86 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= 56765 FT-LB 11.04 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 96228 FT-LB Controlling Shear: V= 19207 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 57374 LB Moment of Inertia(Deflection): Ireq= 188.99 IN4 1= 340.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 5.05 By:Jay Malaspino, CAD Designs on: 03-03-2003 Project: CLEARY-Location: YEE GARAGE BEAM Summary: A36 W1434 x 24.0 FT Section Adequate By:69.5% Controlling Factor: Moment LOADING DIAGRAM P1 A B Center Span =24 ft Reactions Live Load Dead Load Total Load Uplift Load A 12385 Lb 6821 Lb 19207 Lb 0 Lb B 6578 Lb 2235 Lb 8812 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 520 Plf 130 Plf 34 Plf 684 Plf Point Loading Live Load Dead Load Location P1 6483 Lb 5120 Lb 1.3 Ft i l Uniformly Loaded Floor Beam(AISC 9th Ed ASD 1 Ver: 5.05 By:Jay Malaspino, CAD Designs on: 03-03-2003:2:56:03 PM Proiect: CLEARY-Location: YEE BEAM OVER LIVING Summary: A36 W 10x26 x 19.0 FT Section Adequate By: 87.9% Controlling Factor. Moment of Inertia Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.34 IN= U677 Total Load: TLD= 0.44 IN= U519 Reactions(Each End): Live Load: LL-Rxn= 4560 LB Dead Load: DL-Rxn= 1387 LB Total Load: TL-Rxn= 5947 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.88 IN Beam Data: Span: L= 19.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 26 PLF Beam Total Dead Load: wD= 146 PLF Total Maximum Load: wT= 626 PLF Properties for:W10x26/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.33 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 5.77 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.88 IN Moment of Inertia About X-X Axis: Ix= 144.00 IN4 Section Modulus About X-X Axis: Sx= 27.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.54 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.56 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 39.73 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.09 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 36.35 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= 28248 FT-LB Nominal Moment Strength: Mr- 55242 FT-LB Controlling Shear: V= 5947 LB Nominal Shear Strength: Vr- 38676 LB Moment of Inertia(Deflection): Ireq= 76.62 IN4 1= 144.00 IN4 Gr Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 5.05 By:Jay Malaspino , CAD Designs on: 03-03-2003 Project: CLEARY- Location: YEE BEAM OVER LIVING Summary: A36 W10x26 x 19.0 FT Section Adequate By: 87.9% Controlling Factor: Moment of Inertia LOADING DIAGRAM A B Span = 19 ft Reactions Live Load Dead Load Total Load Uplift Load A 4560 Lb 1387 Lb 5947 Lb 0 Lb B 4560 Lb 1387 Lb 5947 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 120 Plf .26 Plf 626 Plf f�. I z ILI f � m h'y - uM4idriyl,wL.yrM.d...e.dw,. CV f2e51 . mgyNAe.v'.d/ebdb'.nSHa I 4dwiMa.d..d/o4d6'. QSR�MRSM IIL tSas)HbSOSS_.... .Aa+.N�.esWs MuYaaP N WSMOKE DETECTOR REQUIREMENTSAd �oj A � o.,,..�aw.w.:w.�...xt. 0 - � tom. a � N WBEDROOM WILL TR,r-.nFR ANn - 0 - U G DE OF THE SMOKE DETECTORS Mh d MYmmb.Mv»✓ad pit",,'" F R HE WHOLE HOUSE. YOU MUST P N ACCORDINGLY AND HAVE YOUR 1 1 II AREA5 SQUARE FOOTAGE E CIAN TAKE OUT THE APPROPRIATE 1� ; i GENERAL N0T�5 Pam ° N/" P AT THE FIRE DEPARTMENT. I1 Fla[PAmN A n PN�nnxd. N/A O01 l"lVV 'PO Ngr 5W IM DRAV9RIfb mcc Pin 1•." v I co�Pzeo PGROS A6F INVrX li .. .�. 1, 1ME PAC z IIII 2. FRONf&WAp ELEVAnON5 O LEFf&q W 9UVAilON5-W OVEWlEW5 FOLWA110N FIND 51 15f PLOGR PLAN&WIWGW/170M 5af W.E5 6. 2NP FLOOR PLM&W1NVOVV/VOCR 50MU5 FLOOR FPJ Ko PLANS . II I 8. 9055 5ECIION5 10. i IL VAT OF IZ. FIf•1p11551t / a......�.,�...m,.v 3. 1/22/05 14. 2/R/05 -� ,, .......,«.....µ,e.�...ro... SMOKE ETECTORS0. NO AM NOW 1 q" V 19. 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III III .............. ...... .......... ............... .. ......... ......E. ................. ........I. ............................... .......... ... ............ . ................... ; ��_ :_;� � ................... ..................... 09� IHIO _ M. == ■ nlV �` I =_____ ' -- _-_ - -- -��� i �► � n��n�' ;iii' i' -�::: - r: _ ....r.......r.......�..r.........::?:::' /_ - _ Illllililllllllllll -= - - - --- - - _._ ---::-- __...::_.�;<:-__;.:=- ilk •....., r..... 4. •" I..,- it % IIIIIIIVII�I'' �► • r • ==___ _ ==s:::a AM- -- ::.. -- �' ■ it ---____- _- r I n; II wl� n r r� ;I��uIIIIIVI,� I ------------- lip - • ■�� 0M i _ Z � ----- _ n 4 \" CA \\ i Al , a, / IF IB"KM V 1� z 0 Mmp wu w Im OM WAI s ro a� M 71/4"1019f camas WM 71/4^ram\ U y ras or T em wm DATE OF sv.�Matt FM 1551E 1122105_ 2/4/03 V 4/04 5ME LM7 rona,w.5M Ks LOAN NOTED 101WAexnr�lowa wwat Of1ERVoPE roxnurna4e^�awalne 114" - I' u WNDOW 5GtRLE r�t5aecuP sra xcoi ree xax ,er. °a�i, ¢was L ° n ° x ° 0 ear o- 0 O nimnvm, e o- O r r.20LL � � m . ;I PA�PO�D GEQ.EXtEN5101J ;I ;I • --.�_.w.r E%ISfING DEd. oa.� I o., � Y3 MaM y / I raw• I a .. -rr• Il.ow• ww• Maw w• pp BINPJDRY �' I� �'F� gam• wofN DIPR Mom �.° „ram 5 8 P77VPPiED II t p w w�aaa _ � � PEW E%TEN5IGN II l � u• � I /A �, IDOk ii mxar 7 — g U it DATE OF FINK.65M. I/22/07 \ \ r^w• 2/4/05 y° SCALE IRJ.E NOMP `J���A� 1ST FLOOR PLAN °�1 1/4" - P v 5 1MN70vV`�}EVILE DOOR 5mau O rr a qq O ° O ° z o g e - o ° cna O r°e°"ao ev �I o o o � m 0 0 F05W f•EIYRJ I M51MGI,U% wm o -v E%511NGBAIH z AftK StORALE � a E%IS AY AV Aft E4517HGOMOM exww EELwom $ O x � � II --————— -- -- $ 25 I ME OF l I wo* c �pw ow w p.,.. FMPLME 1/22/03 s/a/0 r1 $ SCALE I1N.E NOW off , yay. wa KYw-4 2ND FLOOR PLAN 14" - '' FAa ILL- 6 - - -- z L--------------� -——————————————— \\ 1ST FLOOR FB AA41NG PLAN o - =_-= =_-=_;;_ -_;; a-- I t ti I I' Z I z I IN I U I I I i I I VAIE of FIf,W r6w 2/4/O9 \ 5151 65 \ \ SCALE I11d.E \ \ omm5E \ � 2ND FLOOR FR.�iMING PLAl� 14" " ' z >: b O n CROSS SECTION A a z � Mill EA o � 52 GATE Of rim 15M �,m...p 1/221 O 5M NOMV CROSS SECTION B „°f�1N1%,. -- I 3� q3f V � Miq 5 5 I certify that this property is located in Flood Hazard Zone C (out- side the 500 year flood) as identi-led by the Department of Housing and Urban Development (_LUD) . Date N_ oU, I_T-1 CERTIFIED PLOT PLAN LOCATION 9CjLC ^9+955.•. ... . . SCALE . �. .'.' .. .... DATE !VoV. Reg. '� dlOSurvet`-� PLAN REFERENCE 62!IG.. T' G �s yfGISTEK�� 3' L utio . . . . ... . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify to its title insurance company that there are no visible encroachments (CERTIFY THAT THE E2/47 or easements eYCe-ot as shown and that this SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE plan Was prepared under my immediate SETBACK REQUIREMENTS OF THE TOWN OF supervision. �+. . . . . . . . .WHEN CONST RUCTE-D. REGiSTERED L,`,MD SURVE'! R aw rav ed- 5/a 6/���1 T-• ' 1 'Assessor's office (1st floor): SEPTIC SYSTEM PIUST BE oFTHErC Assessor's map and lot number Board of Health Ord floor): I -')' TITLE 5 Sewage Permit number ......�5.:naea.. � .cam................... ��..]' �� Agg9T/1DLE, . • �� - ! a6r�+.YTAL CODE A f 9B MAGa 0 . , i Engineering Department (3rd floor): a �/ .»,j House number J 1`C�WNI�I REGULATIONS °°'0�o Mai a`e� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M..only TOWN OF BARNSTABLE .� BUILDING INSPECTOR ,J . i APPLICATION FOR PERMIT TO ST!� :..�.`s�'J `Y•l9LGT� .. .. ....... ....... TYPE OF CONSTRUCTION L�����... 1������ ........ ....... ..:.................................................................................. ........ ..................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location (�v�T /' ..���1�/ .�/7 xiI ........................................................I............ ProposedUse .......!Y�.C. ... !� ../ ................................................................................................................ 17 Zoning District ......:.j� ,LL <<:;`............. ....................................Fire District . ... � 1!ST/ C ...................................... ��� Name of Owner�OL7/� ��7 ..................Address S Name of Builder cX Address �72-7 Nameof Architect ..................................................................Address .................................................................................... 41�?Number of Rooms ........G?/......................................................Foundation ... ....3................................. . s -f s Exie�ior ..l.C/�l1..4...��.....� �z.�................Roofing ..� ..1.�.�.C.T.....�1�/�G.�G...�..................,..... Floors Interior ....G ..�%..�.................... ......................................... ................n...�........................ Heating 4 �...... S .......................Plumbing .....Z Fireplace ... ...` � 1. .................................................Approximate Cost ....CSC/ . .................... ............... Definitive Plan Approved by Planning Board ________________________________19________ . Area .... C ..`'....................... Diagram of Lot and Building with Dimensions Fee /4.01 " SUBJECT TO APPROVAL OF BOARD OF HEALTH �1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................... Construction Supervisor's License1�.�. .3. ...... FOUR ACRE TRUST lz Story No ..3257. ..... Permit for .................................... - Single .Family Dwelling , 1 •����� Locationet "J.......................... ' Barnstable ............................................................................... Owner Four Acre Trust ................................................................. Type of Construction ...Frame Plot Lot ................................ Januar 20 - ` Permit Gran,ed .........•�............�........�......19 89 • Date of Inspection ....................... .. ....19 Dcyte 'Completed .` ...19 c no . � 5 • F Y ofTME o� TOWN OF BARNSTABLE 32579 Permit No. . BUILDING DEPARTMENT ($200.,00 Cash ) TOWN OFFICE BUILDING av HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Four Acre Trust Address a r _p� ;n r' w P- -L�V�t? Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. /�/........... December 7, - 89 19................. ..............4....:-�...I. Building Ins ector '.F*s, ' d 3"',�'�' s`�' T+ ,2'l__r'vf"..,y.'-.' K`a <..y,�--� '.„.+'°'r ,,,�'v*cs- ;-v ss-'-^.�•.. ._.. ." "�Y'_ T,+t-. W-wry. ♦�y icy. �^/;��/9 e C • C Qj' c fr ¢`�'^'"_-3 �. - 0 1,T'� ��11 )Y���f�1�l���I��`�i �l��r���`��� a ;►.'. -d.e:"` r J� Y. - fr I V,¢ # �'':t5,,'�i+�:' y„�'6`�'a:�-' 'k '" '": -z... Me '�5 s�. r �w'T?.� i� '- + a e � •, s�,�..'r s.^Yxa �i s .#,�, c .fc;,,•Y, ;hx r a e7" f'hq��y'#y� y9•_...+ 1 ` i , ,. :-....r• f*r.,�h�`v"F•)„*Zi i1- `­l-I �" r�. ` "a - a !!�_ **ate�. pT ty 5 QPTC 2`K/ r i9 � ` PEF2M1 i .NO , € RP ;. � a S ADDRf;So . c51 A`' bL���- T Jlrl3 sti b. .1p % ! y / N.�y��S'.; t e. kT "^; Tx � '•`R"t ,.i Thki"�y 1rt- -`o'r +•'`1 . 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D'NELLING:LAf1T5 - '"`'�'� �'�- I t _ ft ' ", l u,x•� IAR"BPOSEQ u:SF) �.,, 'r:,y ���..� 7 dSt ,_ - n ti' h xA , 1rfT�Lcii iI� r6 �' il �.€ x'� I1s °`EE3' r. . 3 0 w133� � ��.: ; ZONING r.i` y.� e r 'yO 1fN0 hxr1"t v } - (STRE¢T) •t r>r•s Y OIS R1CI F a r`c ,.I-? x -? .,, ar ,. { BETWEE* t 's ue 0 �, � AND - ,,S it ,,,` r r ��.. 3 •t fCROSi ST4EE' rw.ac" Y /•' - g `#} ° k ...: ' F " K :1''� .E t , •^Grp r.+':c.� ,, ii„�o.��, _ (CFQSD STR ETI # i �: 7 i " r$UBDIV.ISION I 1 c r � aNi L07 ac s 3x a cw F. •i . ..f;�y, �3'.,'$ 's, _ f;� ...F, �'U7}7�. f3.."G - _ I Z c� .iy�� l>. If .SJ e'..; y4y 'I•,6,•w 7 ,-'t ,.h „Y+w. :• p•M at•�... { _ r8U1LDING IS TO BE FT WIDE BY } t•FT, LONG 2� aa._,pT IN NF (HT AN i & #, t k/4 r¢+►piL 3 ` K d rf6 F9RN IN CQi�IoT�i1C7.Ir Fi �{y.gr .,.f ,- f ;t ► v' a TO TYPE' ; s a` USE GROUP 7 yyY4s`' BASEMENT WALLS OR FOUNDATION ? , *y I'.; Zt 3' a ax di.''q.I'n ,, s-.„ 7# 'd t ,-ptl r (TYP EI`�td�'a.�. ,tw...r ` ,*"a 3 ka ` a REMARKS: SF°.�EAf�C 1f�$„ �4 !. ), i+� ! " ? �.6 • 's 4.� .- p..3� f z•'t*'-gam a p �y q I tx � i^ . s s ., 1 )£ CWAZCZ >ft «E�Q�3-�E3 CX " t oo. t rRr1*?nZ " AREA OR 3 - e s . g VOLUME.- 768 , a tt• E SOT l •00 PFR�l7 # „(CUBIC/.SQUARE FEET) SIIMATED COST _'FEE " .�k y - t;I 3 sOWNER �3 Four: �� a Trusitr• ' � L � ' }t e - d !s ADORESS`' ' T e'iZJ�$tii �`� BUILDIN e E?f q sr j t a ta°f I ).+ -'9,r t+ P':..=.3¢ } y . 3 +"v) ti ✓l w _� J �`,c".'. ,.• a ' ar rye.i. d{- `� ,'r 3 1 r. z { - xr� n4�•.�•q� r i -aT,�� elj THIS+�PE'RMIT CONVEYS NO RIGHT •TO OCCUPY`'ANY, STREET;'A.L'LEYC-OR SIDEWALK OR �1NY PAR LHER"OF FiT!tR T �ftAR-Lf.".0 < r k.y-PERMANENTLY..ENCRO'ACHMENTS:ON-PUBLIC PROPERTY,. NO.T-SPECIFICALLY PERMITT'ED''UNGCR.'lHC�BUI;.- ,Nkl,Er., C "MUST:.SE'f. +•" � PROVED`::-BY-;:T.HE JURISDICTION..S,T,REET,OR.ALLEY',GRADES AS-WELL•AS DEPTH AND LOCATl0 xFROM TH£''OEPARTMENT•OF'PUBLIC'WORKS. -THE ISSU-ANCE'OF THIxSP•ERMIT DOES NOTRELEASL fH� APPLICANT FRONT TrHE CONDI7+ICk Isy r �_n} g��O.F ANY4APPL'ICABLE SUBDIVISION-RESTRIGT.IONS .� I� k yMINIMUM' OF -THREE CALL`.`'" i- �. .•; Ic,,�N? ; -INSPECTIONS REQUIRED FOR''„ APPROVED PLANS MUST BE RETAINED ON JOB AND TI�(S I-WHERE APPLIC-kBLE,SEPAR 1;TE.�&. ALL CONSTRUCTION WORK CARD KEPT POSTED UNTIL;FINAL INSPECTION,HAS-BFF'N' PERMITS AaE: REgUca.Ep "i[oR ��� : FourioATioNs�oR*FOo�TiNGs:=-= = MADE _-._W_HERE.��,4_.CER-T.IFICAT.E�OF„OCCUPANCY:,(S:.RC ..IECHn.�f�ALINSVAI,D:pT ON,� ('"'q��ert; "�t2`• PRIOR.,TO COVERING3TRUC'TLRAL ` s 'MEMBERS(RE'ADY%T.O LATH). QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED t1Nl IL , � ' Iw� ' 3d EINA{ INSPECTION BEF,O.RE n FINAL INSPECTION HAS BEEN.MADE.' f��sr ♦ •;t i CCUPANCY «. M` e'' • 'N ? r ` �_� = a r POSTINIS: CARD SO IT IS VISIBLE € 6 53. E t T °F- >`.X UILDING INSPECTION AP OVALS , PLUMBING INSPECTION APPROVALS °L�C7hICAi-IN;?t(710iv:APPRObAL$ ` `,,. `° `s ® l k a rr ,}'R.•; ''L ! - ' 1r fix.: �,.,.,. _ / .� - ,:. a L 2 ."; Z.. -', — - r L a.-i d ! rf �N u 1^qk. a r .tii'�E t ts = 3 R • .1 ' Otis x ,' I r y e r s r -F HEATING INSPECTION.APPRC�VALo ENGINEEr�ING DEf�AI�Tt#�ENi`'t q Y r. ., r e}y I � - E 1 ih' ` s.T nor'yc .•AS{". t - R R x .t_ +s�..a,, of i✓ r;. "•b.�'. .r-.t w'-t-,fir', ,t°k ,¢ C _ i ,, ?t a � , ` 2 el k , BOARD OF.H' H A .s : ,: r S- '1'*- S,e` '. .N,-' _ :a< yi'Y ice, r # i q'y z ? '' ' L Few wa n r _ s .• (" .'�/. , ',' - 4 pK e I 1 ,r WORYSHALGNOTPROCEEpUNTI'LTHEINSPEC PERMIT.WILL BECOME:NULL AND VOID IF CINSTRJCTION f ,TOR HAS APPROVED 7HE"VARI000S STAGES OF WORK IS-NOT-STARTED;WI7.HIN:SIX MONTHS O� DATE"TH_ E INSPECTIONS INDICATED'ON�NiS CARDTCAN $ s CONSTRUCAON.- PERMIT.IS ISSUED AS NOTEQ ABOVE. . ARTANGED FOR'BY TELEPHONE OR WFITT Is, s r- r � ;. ; I�'• J .NOTIFICATION. �Z-°hc _ hser ugy..F � �.9 s`•--:'�• y -'Z h sue. ^3 w - -4�Y. .. aE -%.4'�y�-r/. iy r ;� t R a3 _ . .. . . . ;-f '-, x r �: .�rs+•r3.ashs�',-aay,r a v*as.-.m�•r".,,...r___•_-_.._.....__ _.:w.•s' _ _.. __. 1 TOP OF FOUNDATION 6 ° CONCRETE COVER � � '- Al CONCRETE COVERS z ,'e o 4' CAST IRON 12'MAX. mrrr�tr 12"MAX. OR SCHEDULE 40 4"SCHEDULE 40 PVC.(ONLY) P.V.C. PIPE PIPE- MIN. \ PITCH 1/4"PER.FT. PITCH 1/4"PER.FT LEACH PRECAST o a LEACHING INVERT \ \� EL..37:�4.. PIT OR i ° SEPTIC TANK INVERT DIST. INVERT w ::; \ EL. 37:¢?. . EL37..0 8 • . EQUIV. n INVERT BOX ;;; 3/4"TOII/2 GAL. INVERT INVERT 3`�Ww 0: ., EL37:0< EL3�.?o, e � �. WASHED -� w STONE PROR LE OF GROUND WATER TABLE r// SEWAGE DISPOSAL SYSTEM NO SCALE N, SOIL. LOG _ WITNESSED BY ' DATE .' . . 4/�J88 TIME.,S o" �� �/ 2y 7j�wN/�1G BOARD OF HEALTH TEST HOLE I TEST HOLE 2 �DG1/fylZl� E, AG, . ENGINEER �S� I ELEV. . . . . Bo . . ELEV. . •.?�. . . ,V woo � � � w.s DESIGN DATA ' �" Su g-So/L. 36 Soil v° �z,3 8e 7 NUMBER OF BEDROOMS 3. . . . . . . . . �, _— ��., �'" /r ' '�2� •oG TOTAL ESTIMATED FLOW . . .`''�.3� . GALLONS/DAY � ---�, ,� o ' � Gig/E BOTTOM LEACHING AREA 'SQ.FT. /PIT/c,P, Z>, .5/�T/7� SAT/ , �� \. �r;:� -- � • • / SIDE LEACHING AREA . . ��.3'/. . . . SQ.FT./ PIT/3�¢; 8 G•P''1• .�-� SST r �e `` 1 �•� GARBAGE DISPOSAL . .4�0f`!4((50% AREA INCREASES TOTAL LEACHING AREA 307,8 SQ.FT /, �98c / PERCOLATION RATE MIN/INCH � LEACHING AREA PER PERCOLATION RATE -s5t9f7 SQ.FT./C.,PD. A/o • -WATER ENCOUNTERED t �a �� �_ R NUMBER OF LEACHING PITS . . . . . . . . . . .... . i �-- Low APPROVED . . . . . . . . BOARD OF HEALTH DATE . . . . . . . 72, \ 1� AGENT OR INSPECTOR "" `� OF y� 7¢ �o ED A R � G I • �::� ELLEY ems. G �No. 26100 "G34 6 ss/oaAL Loa S� �J�2�� - PETITIONER 771-,—S7- CAPE COD BAY N AssEssoRs MAP: 258 TEST HOLE LOGS P# to,404 NOTES: PARCEL.. 47 2 1. VERTICAL DATUM. ASSUMED FROM QUAD (NGVD +f=) cn CURRENT ZONING: R_F 2 v' ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER IS AVAILABLE. SETBACKS: WITNESS': DAVID STANTON, R.S. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. b BUILDING E a�d DATE: 1-30-03 F,: 30' S: 15' R: 15' 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 PERCOLATION RATE: <-2 MINIIN, AT 90" LOADING SPECIFICATIONS. FLOOD ZONE: C 5. PIPE PITCH 114" PER FOOT, (UNLESS NOTED OTHERWISE). sA TH-1 34.0 TH-2 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. ELEV 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE 24. FILL 32 USE OF A GARBAGE DISPOSAL. CZ of�s laiZt�aD �1,oc7Ts 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE ss" aYR 4/z 3fA STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. LOCATION MAP ��' r 130 za. s `�' B HORIZON LOT 6 (43,669 SF) r�� " LOAMY 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR r Q 60" lOYR 518 2 .o TO CONSTRUCTION. EDGE OF LAWN �t/ ���� J 2� � � F HORIZON FIRE SAND WITH f0. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO SILT LOAM EXCEED 3.0. go- 2.5Y 614 26.5 11. ALL UNSUITABLE SOIL (SILT LOAM, APPROX. 90" DEEP WITHIN 5' OF 3z` , 12e C z HORIZON 23.5 PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH )LD TEST HOLE(5-4-88) ` ` 30 FINE SAND CLEAN MEDIUM SAND. TD KELLEY & J RRY DUNNING ,�6 ` \ \ t t r 1S6" 25Y 7/4 2fA -46": HOOD LOAM & SUB SOIL 34 -A. t 12. EXISTING SEPTIC SYSTEM (1000 GAL S.T & LEACH PIT) IS TO BE PUMPED F8"-144" MED-FINE SAND ` ND GROUND HATER ENCOUNTERED) . ` t t �, BENCHMARK AT USCS GROUND WATER ADJUSTMENT: AND REMOVED. \ y r, WOOD STAKE WELL AW-247, ZONE B,ADJUSTMENT 5.1 \30- 7 \ ELEVATION - 30.0 MOTTLING AT 108'; ELEV 25.0 38, `- SEPTIC SYSTEM DESIGN 46 4R 44N 40- \ ` `�• k ` \ ` ` 27. 5 54 50♦ 48` ` ~ ` ` ` UTILITIES - ` FLOW ESTIMATE:. 62 5e Ss S2 ♦ \SS 68\ \ ♦ ` \ . , ` \ . . ,� _ . � � r \ � �,BEDROOMS AT 110 G AL f DAY/BEDROOM = 440 GAL jDAY \ ` �` EXISTING \ 60 \ 12' T / 66 64 \ \ \ � \ ` � � \ t t �\ \ g DRIVE t CABLE DISH .� / \ , �o$ t \ \ SEPTIC TANK: a' - -t- \ \ EXISTING 05E ON ` . ` ` ` ` ` ` ` ` \ ` O►f t 440 GAL/DAY x 2 DAYS = 880 GAL EXISTING gp? 10N ` ♦ ` ` ` �` . \ \ \ \ �'o r�� r t USE 1500 GALLON SEPTIC TANK (PROPOSED P�p1T 24' \ \ ♦\ ♦♦ `♦ `♦ \ ` \ \ \\ ` \ \ ` ,' ��d•�S �S * ♦ ; t t \ 4 BEDROOM) O'y 1P t ' • 1 LEACHING AREA: ♦ ♦ \ \ \ \ \ vd�, r wv p /��R•ICA+ ; t EDGE OF LAWN I DECK 72, \ . \ \ \ \ \`�\ `, r�. os� : `= \ ' USE 7 INFILTRATORS (STANDARD CHAMBERS) Tfoy _ t ES AND 2' AT ENDS WITH 4' OF-STONE AROUND`SIDES ' PROPOSED ADDITION \ \ \ \ \ c�a• �. , (49.75' x 11 x 7 DEEP) SIDE AREA (60.75)2 x 7/12 - 71 (.74) - 53 GAL/DAY \ \ , , '. �.i. •• ::�' 2 gRA BOTTOM AREA: 49.75 'x 11 = 547 SF (74) 405 GAL/DAY \ \ . . \ ♦ p CAPACITY = 450 GALIDAY T SEPTIC SYSTEM SECTION- 2" PEASTONE ` \ \ \ t"� COVERS WITHIN 12" OF ` \ ` \ \ , ` , ` FINISHED GRADE 314 - 1 112" \ ` \ \ 36.17 & 38.8 ((ONE INSPECTION COVER \ \ ` ` ` ` ` ` ` ` ♦ t TO BE WITHIN 6" OF GRADE) WASHED STONE • ` • < ` > t '3, TOP OF FOUNDATION 3 MAX. t COVER ` � \ \ ` `` ♦ ` ♦ ` \ ` \ ♦ \ t l t t t t -H ` \ t ` ELEV: 34.6 ` t t t t t 4 t t 34.5 `` ` t tt � t � tt \ ` ELEV. • . • • •• e o • 0 \` \\ t t t t `, `\ 34.75 D-BOX o 33.6 1500 GAL 34.26 E_ E-� ELEV. REMOVE EXISTING \ ♦ \ \ ♦ ♦ ` ` ` \ . ELEV. 34.43 6" OF 2'-4' \ � �• ` ` SEPTIC TANK ( ELEV. 2'-4' SEPTIC TANK AND ♦ ♦ \ \ \ \ \ \ ` ` \ ` . "30 , LEACH PIT ` ♦ , ♦ \ \ \ \ , ` , ` , \ - , , 3432 35.0 (6 OF STONE UNDER OR ELEV. STONE 49.75 (SEE NOTE 12) 5' ` ` ` ` ` ` \ \`, ` \ , `36 ELEV. MECHANICALLY COMPACTED) UNDER) 34.18 , 38 7 INFILTRATORS (STANDARD CHAMBERS) ` \ \ \ \\ ` ` , \ ♦ , 40 (EXISTING = 35.4) TEE SIZES: y AGT�OUTLE�TL BAFFLE E `44 INLET: 6 UP, 13 DOWN- ELEV. WITH 4' OF STONE AROUND SIDES AND Z AT ENDS (49.25' x 11 x 7" DEEP) �52'-50 OUTLET: 6" UP, 14" DOWN ADJUSTED GROUND WATER ELEV= 28.6 ` \ `\\ \ �56 54 40 MIL POLY LINER \ TOP OF LINER ELEV.= 346 6p�58 BOTTOM LINER ELEV.= 316 \ (50' x 3' DEEP) , 66 sk 62 SITE AND SEWAGE PLAN KEY: \2 0 68 APPROVED BY: DATE: EXISTING CONTOUR: ' ._ 5� q 60' PROPOSED CONTOUR: ............................. L OCA TI011T EXISTING SPOT ELEVATION: 25.5 r... ^ Ao��� � �{ 15 ICE HOUSE LANE '5�0F '* PROPOSED SPOT ELEVATION: VN 25 � � ll BARNSTABLE, MA fPfS »4 Z. TEST HOLE:- a ( aa�s�..t 0 . PREPARED FOR. UTILITY POLE: ..-0- s 4 FENCE LINE: ��' R�a. �. � � rr ass\ HYDRANT. -b D1II CLEARY CONSTRUCTION RETAINING WALL: '' SCALE: 1" _ 30' DATE: 2-4-03 TREE: DEMAREST-McLELLAN ENGINEERING . 24 SCHOOL STREET P,o, Box 493 REFERENCE: PLAN BOOK 457, PAGE 60 WEST DENNIS, MASSACHUSETTS 02670 THOMAS MCL LAN, P.E. JOHN Z. DEMAREST ;JR., P.L 5• ZM # 02-59 PHONE & FAX : (508) 398-7710 REVISED: 3-3-03