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HomeMy WebLinkAbout0105 BRENTWOOD LANE - Health 105 Brentwood Lane Barnstable 00 00 _ TOWN OF BARNSTABLE LOCATION lO .S' QQ�E�,��ccr / ram SEWAGE# cr 13 — f,/yi— VILLAGE CU 4,a,e,., ASSESSOR'S MAP&PARCEL 333 —007 INSTALLER'S NAME&PHONE NO. j- �� ii zy�,��rj� yyy� SEPTIC TANK CAPACITY LEACHING FACAILT�:(type) J pRp cA IV_S-,o r,,d I (size) 3 3,.s' x NO.OF BEDROOMS OWNER OF PERMIT DATE: /�Z a. X3 COMPLIANCE DATE: Separation Distance Between the: v 2$ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) W 1Feet FURNISHED BY i Fpc AC 1.1 A TO - ,�• ��� a emuro -3 cP .3 - 7 G t 3 1 �� 7-g6,a No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplicotlon for Misposal .pstem Construction permit Application for a Permit to Construct)� Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1O-5.2> wner's Name,Address,and Tel.No. 9qff S� Assessor's Map/Parcel 3.3 = 7 44ft"19 Installer's Name,Address,and Tel.No. 15D$i'Tq-g'.b'4+4-1}- Designer's Name,Address,and Tel.No. �31i1J4 tJ �1zZ3� . S•M R�t A Y -r A s so vls�+L T�'pe of Building: O�o�3 507,•V181 U• Lo(o 0 Dwelling No.of Bedrooms Lot Size 4-3,(00Z. sq.ft. Garbage Grinder( ) Other Type of BuildingRff_SZj7_r,1"TV*t L No.of Persons Showers(Z Cafeteria( ) Other Fixtures Design Flow(min.required) � '3 gpd Design flow provided 3 `'+j gpd Plan Date _ ,3 13 Number of sheets Revision Date - Title -}- Size of Septic Tank -Type of S.A.S. Description of Soil $� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heplth. Signed Date 10 Application Approved by Date 10 Application Disapproved by Date for the following reasons Permit No. Date Issued !0 �� Y No.-� •- U �' a Fee THE COMMONWEALTH OF`MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -=rtOWN OF BARNSTABLE, MASSACHUSETTS i application for Mispsa.6#strm Construction Permit Application for a.Permit to Construct, Repair(^ ) -Upgrade( ) Abandon( ) ❑Complete System [:].;Individual-Components.. Location Address or Lot No. 0,5 �wner's Name,Address,and Tel.No. Y_Et47_s #� Assessors Map/Parcel 3 3 EjJ i Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. . .Z�'R -r -,1✓t_Y Assoc.iA 3 M i c s UTA MA M i;1 S r Type of Building: 0:�.Co_-3 501? •R9(.v • Lo Dwelling No.of Bedrooms 3 Lot Size 4-3,60)_ sq.ft. Garbage Grinder( ) ,- Other , Type of BuildingPyr_e I-T),E:� I-T/- I No.of Persons Showers(1 Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided _3 q gpd Plan Date 9 - 3 - 1 Number of sheets Revision Date - ?' Title_ �- 1 1 Size of Septic Tank r Cl ype of S.A.S. 3 a(2 d,L/ w4- f 5 a Description of 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: (. -2(„ - Agreement: c '` ''- 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 Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by L Date �Q 7—J 3 Application Disapproved by 1 Date for the following reasons 'F ... Permit No. ya)5 Date Issued w Y �. . -------------------------------,-------------------------------------------------------------------------------------------------------- s: THE COMMONWEALTH OF MASSACHUSETTS `�. BARNSTABLE,MASSACHUSETTS Certifiate of Compliance THIS IS TO CERTI Y,that the On-site Sewage Di'p 'sal s stem Con true-tq(VI - Repaired( ) Upgraded( ) Abandoned . )by .1/1 1 !/IJVJ� at (� has been constructed in aWIted ce S with the provisions of Title 5 and the for Disposal System Construction Permit No. ® Installer .C . Designer T u,I nT, #bedrooms Approved de ' n flow'-- gpd -The issuance of this permit shall not a const76d as a uarantee that the system i function as designed. / 0 Date Inspector v / ---- -----^-�- ---------------------------------------------------------------------------------------------------------------- U� Fee M THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction j3ermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at /0 S / c uzr6�,)r)n���/�lJ�.E1 �= 4"' ��S�r:4 / and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. -J.. Provided:Construction must be completed within three years of the date of this permit. Date `7 �_, Approved by ( Z� v v s% Town of Barnstable Regulatory Services i- N 11 Richard V. Scali, Interim Director BARNSTABLE, 9 MASS. Public Health Division i639 °' Thomas McKean, Director _ 200 Main.Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6364 Installer &Designer Certification Form Dater Sewage Permit#.203 - 4-0 Jf Assessor's Map\Parcel_���"�®® Designer: 0 0'?_tALL,'� W Installer:. W C_ SS L Address: T OC ` �]�j Address: 'jp vV NJ ? s MA W, Yk�_Oo vrtA MA o �l 0zk)73 On t Sj 6 was issued a permit to install a (date) (installer) septic system at BUPX�p012 A4 based on a design drawn by (address) S.t-•O W16-1— "gC4 l ..1 OL dated (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. Strip out (if required) was inspected and the soils were found satisfactory. tn- I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the.SAS or any vertical,relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the.soils were found satisfactory. I certify that,the system referenced above was constructed in compliance with the terms of the I\A approval letters (if applicable) �► '} P�1t10F A�qs k, / . s JOHN M ns aller's ig e) o O'REILL� GI\ltL (Designer's Signature) (Affix Des'a ark a e) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. ' CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc • TOWN OF BARMi"TARI E DIRJA lw r- t r f jj® CAPE COD'S HOME BUILDER January 9,2014 Town of Barnstable Public Health Division 200 Main St.,,Hyannis, MA02601 RE:Septic Certification Form—Permit#2013-405—105 Brentwood,Cummaquid To whom it may concern: Please find enclosed the original signed designer and installer certification for the above- referenced project. Please feel free to contact me with any questions at(508)-258-7067.. Sincer , atthew President REEF Realty Ltd. 24 School Street • PO Box 186 West.Dennis, MA 02670 t: 508.394.3090 • 800.346.4059 • f: 508.760.1406 ©©000 • DOD• • © • DI�oOD . Town of Barnstable P# l.1 Department of Regulatory Services . .,,RM„B : Public Health Division Date 6�. - 161 �� 200 Main Street,Hyannis MA 02601 Date Scheduled ime Fee Pd. — F— Soil uitability Assessment for Sea is s t °D D Performed By:/'•�T MR" � Witnessed By: LOCATION&GENERAL INFORMATION Location Address Owner's Name FMnce s VJOO,v,.� 10S PS>i etA�W Address ooA !�G 10VI Kenk 5}ree.. '- 5 / �ookttne, MA .oa44m Assessor's Map/Parcel: 3 3,,j, 00 00-1 Engineer's Name MCL�1- r4 P— l NEW CONSTRUCTION X REPAIR Telephone# 5 01 Land Use g"p .. Slopes(%) d e 30/c' 'Surface Stones f-4e5tJ F r Distances from: Open Water Body 300 ft Possible Wet Area}'3a'�ft Drinking Water Well 1 ft Drainage Way + /- ft Property Line 7'�' ft Other t�,j/i ft _ SKETCH:(Street name,dimensions of lot exact llo�caiations of test holes&perc tests,locate wetlands in proximity to holes) � �11y,' e T > t woop �I Parent material(geologic) CIZ (0 -LThC.1T- Depth to Bedrock Z-00 CJ Depth to Groundwater: Standing Water in Hole: P� Weeping from Pit Face a W -1z Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE -rt Method Used a0 ,� Depth Observed standing in obs,hole: in. Depth to soil mottles: fr in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment +; ft. y y Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater it vela _- PERCOLATION TEST Date Tim, l 41, Observation Hole# Time at 9" 01,00 ©'dud �t fy�P Depth of Perc _� _ Time at 6" OC C Start Pre-soak Time @ u:a0 Time(9"-6")�Kz End Pre-soak S:a� Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Yft) Original:Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0- 5 ® OQ61ar►t l lll� ©- 5ts E L 6 , ZC1 11 1� L-r—S t oye 210 07- CI L-F S 10 3 Z-c ps DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -_ Corsi tencv%Gravel) 1 1 7A ® S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) - (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - f, Consistency.%Gravel) N oR- C2 L1044 Sh F COI 32 �1 5 t to (Z 7 i M Suc DEEP OBSERVATION HOLE LOG Hole# 44 Depth from Soil Horizon Soil Texture Soil Color Soil her Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Q y Consistency,%Gravel) L �1 �� C1 k® ii 7. JQYFFlood Insurance Rate May: Above 500 year flood bounday No�_p Yes Within 500 year boundary No - .,'Yes Within 100 year flood boundary No—)� Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviQnmatenal exist in all areas observed throughout the area proposed for the soil absorption system? _ � If not,what is the depth of naturally occurring pervious material? Certification I certify that on 7-1 (date)I have p the soil valuator examination approved by the Department of Envirootection and t t the abov ys1 was performed by me consistent with the required tramin perie described' IOC 15.017. Sign Date g_S . /3 Q:VSEPTl0PERCFORM.DOC 1 Town of Barnstable Geographic Information System June 7,2013 333032 334061 333003003 . 333031 #139 �- #151 #142 333030 #125 333003002 14 0 # 333003004 140 #139 k T 333003001 .. 333027#92 0 #13 333003006 3#125 5 333029 #7G 5. #4G 333022 #17 349091. 5 #37 .. RE 333023 #45 349016 t/ o #153 33003006 333003007 333026 #105 333025 #29 333024 #71_ 333014 . 349015 #G1 # 37 MID-CAPE}/WY(WE g' ATE'� 0 69 Feet y Q V Owne33HOOTHAY,PRANCES Total Assessed Value:$161200 Selected Parcel , DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal p boundary determination or regulatory interpretation. Enlargements beyond a scale of fl 1"=100'may not meet ectobli had mop accuracy standards. The parcel lines on this maps are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner Acreage:1.00 acres AbuttersVls: boundaries and do not represent accurate relationships to physical features on the map Location:105 BRENTWOOD LANE such as building locations. - _ Buffer ?f//"f/ _ RIDGE VENT(TYP.) ' NEED? ' CAPE COD'S HOba BIIDDPR I24 Schoo1l Street 24'VIA- ^ I - PO Bo 1 Be GABLE VENT W/ / . SO YEAR ARCLIITECIURAL - West Dennis,KA 02870 y 1 It 4 TRIM / ASPHALT SHINGLES t WS.39 3090 I x 5 aN 1 D / .�. �4� _ I. (TYPICAL). 1:508.76D.1e08 RAKE BOARDS, r g - TYPICAL / Tf r:.i�. - - - - I • to �-1 4 - - - - - - - - a u ll r r r .T4 . TOP PLATE 'T :r�.1 it I4 r 1�I...l 11 — _ .. 6 ®®®® I x 5 TRIM• 7T 41. I%B FRIEZE BOARD w/ l'I.T �'[_�i; ,>_It I 1} 14'SHUTTE7xs •f -GARAGE DOOR '4_ 4 I BED - 4 ''�{{'J''j V4' MOULDING a -T T �' l- TOP OF :t._ r 7 In rl.. 1r t. .4 WINDOW TRIM z 1% W/FALSE SILL - TOP OF - 1 (T7P.FRONT 5 . .FOUNDATION . - - iT ONLY _ RON . CLEAR GRADE - 1 x 5 C-0RhIER ' 70 �T.i x i PO^TS i P.T.Z x P. B DECK PRAMS PY WRAPPED IN I%i I WHITE CEDAR BOARDS,TYP. , o _ SHINGLES5• B I I D DECICIN TRIM W/ix CAP t BABE (TYPICAL) T.W. PEC P E G 1 � (TYPICAL) .. • I . 1 WALLS 1--i G i U TOP Of, � — � �._, RETAINING ""— FOOTING ...- - .. L ------- --J . ., Q P�. . a) FRONT ELEVATION. a o SGALE:.1/4°mll_On 1 x S ON 1 x 5 .. RAKE BOARDS, + TYPICAL RIDGE VENT(TYP.) ' 1 SO TEAR ARCHITECTURAL q� ASPHALT SHINGLES .(TYPICAL) - - /. -42 F GAS F.F.VENT •.�. ICE.KAL ER SHIELD TOP PLATE I 5 CORNER F n0 o a BOARDS, TYP. q a la z rn LL U' U . TOP OFz . SUSFLOOR _ rn 8`N TOP OF O FOUNDATION gy _ NO WINDOW CASING v o e o I O(TYPICAL)N SIDES AND REAR 1 1 0 S o _ — — — - — — — -- TOP OF r - � I FOOTING Y BOULDER RETAINING WALLSTOP OF - ———————— - FOOTING DROP - EXTERIOR ELEVATIONS RIGHT SIDE. ELEVATION SCALE,t 1/411-11—OIL _ • _ A1 . 1 + E VENT - L7,1�el.' �•. . RIDGE T(rnJ . . GPE ODB'S HOME BDBDEB. !.. , 24 6 h of Street. , \ PO BOX 186 - . \ • Wet Dennis.MA 02670 . 30 YZAR'ARCFIITECTURAL -1:508.394.3090 ASPHALT SHINGLES(TYFIrA - F.508.760.1406 . / \ RAK ICEST� - Iran a — — . - I X B FASCIA fSOFFIT - - (TYPoCA:L)ARDB. - - TOP PLATE I X S FRIEZE BOARD Y_ A A A A A q A (TYPICAL) . .. - ® ®. ••..NO WINDOW'CASING r ,. •_ r < i u. " µ .: o a -,. .� M ON SIDES AND REAR _ r T ,. ; �� - • � � (TYPICAL) - - -. ' 't TOP OP .• A i.' „ BOARDS,_TYP a .. 1 TOP OP .; ,., ... .. FOUNDATION P.T.f2x 10 -WHITE R GRADE . D 1 E CID ECK FRAME W/. • `INSTALL WINDOW SPECIFIED D S ECIFIID DECKING T W.•, , s - WELLS AS.REV .cam • .. 0 TOP OF • '-----.--.-- -- - - - -J—.-- --- -- - - -_-- --- -- - -- - /y 3 - _ REAR ELEVATION. _ s o, SGAL 1/4"-1'—O" r ., _ - c 4 " , u - ,•P e , , 46 e S0 YEAR ARCHITECTURAL• 'a / (TYPICALLT SHINGLES _ ../ RI (TYP,)E , • DGE VENT WATER. _ y° - r , — - r SOFFIT FASCIA - ., i ' y-. SHIELD TOP PLATE I(6 FRIEZE HOARD _ `1 1 z°CORNER o, TOP OF - 0 , BOARDS,TYP. € C a — TOP OF �,. O - - r y 99 FOUNDATION '• .,. ._ '. P.T.2 x 10 NO WINDOW CASING -CLEAR GRADE .. DECK FRAME W/ I ON SIDES AND REAR �INBTALL WINDOW. WHITE CEDAR I' - .. SPECIFIED DECKINGJ (TYPICAL) WELLS AS RBVD SHIN LES'T.W. - .. (TYPICAL) K Tl Por°PNG —— —— — ———— ------- - -- - -- ---- L EXTERIOR ` 7 _ ELEVATIONS LE=T 51-DE ELEVATION ; SCALE: 1/4"-W-0e j4 , - RAW . CAPE COOS BO)X 9UEDPR • - ' 24 School Street .. • r A B PO Box 188 Weat Dennis,MA 02870 A9.1 A9.1 t:50SM4.309D f:50B.78D.14D8 97'-0'.. II,_ir 1 ya,_rr W-101. 7'-4' IO-il' 3'-9° 3'-°° 3'-9' 7'-2' -P-4' i 0 O (2)JACK" y O o DIMENSION LEGEND _ q • I . I r c SUN ROOM 0 0 • I- DIM.. -I DIMENSION To EDGE OP STRUCTURe yy - SUN DECK c A • w _ — c Q_ (2)JACK Y I2'x 14' DIM. DIMENSION TO CENTER OF OBJECT 3-'9: ` RSOI.2.1.2 PROTECTION OF OPENINGS.WINDOWS IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING PROTECTION FOR WINDBORNE r D®RIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 199i AND ASTM E 1896 Oe O ,-"BEDROOM #2 o O REFERENCED THEREIN.GARAGE DOOR GLAZED OPENING PROTECTION FOR W INDSORNE DEBRIS SHALL MEET THE1.4 - REGUIREMENTS OF AN APPROVED IMPACT RESISTING STANDARD OR ANSVDASMA 119. — —� - - - - ., J iL—L--- SI•tOICET ,0_pn -C � � ,_, EXCEPTION,WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INC14(11 MM)AND A MAXIMUM DW i. _ "_.,`. DIET. SPAN OF 3 FEET(2433 MM)SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY aSw ply BUILDINGS.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING • CONTAINING THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS REWIRED FOR.THE :- DINING- "ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS �000 r � _ SHALL BE DESIGNED 2) RESIST THL WITH THE AND ENTCLADDING LOADS FSISTAINED IN ACCORDANCE WITH ' M1 EITHER TABLE R901.2(2)OR A4CE 7, WITH TH!PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE - b I M1 3VA ' - - y f�-•1 a-, >• ' PROVIDED AND ANC44ORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE WITH - MASTER BEDROOM 60r yqN, r 72'%96°-ISLAND TABLE R901.2.13 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 93 FEET(10 059 MM)OR LESS- ej _ - f,m — • REP. -��\ I /\gi I I III WHERE WINDSPEEDS DO NOT EXCEED ISO MILES PER HOUR(33 MIS). _______________ r � LINEN � I/ � .I I?� $m W � BATH �. _" - ------- ----- I/ aloe " -cE 3'_O' _ 9noKE/ p - FIAT V I I I/ F :96'VAN. ' � _ �° '"'I U - W I N D O W S'G H E D U L E 0 t m �` ILCo aET.11 o` ii r ` - gr-7. ry I I I I m m POST T'O �CO DET. • .. TAG SIZE ROUGH OPENING NOTES Q17. RIDGE BM. �' -- - f'y m SMOKE CONC.- ry0 A_ A 7W2i4i 2'-3 1/B'x 4°-.7/S°' - 20 J z O o CURB DIL ,i - M1 I I M1 RIDGE BM. 3 �• -. B TM692 2'-3 1/9'1t 3'-4 7/9°' - 2 'I 2:Ip. C CN233 91-e 1/4'x 9'-5 3/3' 4 W.I•G j UN I hlg rur LIVING ROOM ��a - - -------------P 6 Ecs. --- BEDROOM 3i3' , " WINDOW SIZES BASED ON ANDERSON REFER TO SPECIFICATIONS FOR MANUFACTURER,COLORS AND ACCESSORIES. , "'TYPE X GYP.ON- -_ � � c O ALL COMMON HOUSE �V - _ AT LEAST ONE BEDROOM SHALL NAVE 3.3 SO.FT..NET CLEAR OPENING.NET CLEAR OPENING SHALL BE O WALLS i CEILING T — -m __-i. 20'IN WIDTH i 24'IN HEIGHT AND SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44.VERIFY ALL A cs . COAT BENCH t-jq I - - ROUGH OPENINGS WITH SUPPLIER. —_-- . PROVIDE EXTENSION JAMBS FOR WINDOWS.IN 2 x 6 WALL CONSTRUCTION o s HEAT,r o _ DOT.Ev 112, D O O R S G H E D U L E 4 - - GARAGE 0 0 TAG TYPE SIZE. ROUGH OPENING NOTES x 4'CONCRETE SLAB(5,900 PSI), 1 SLOPED TO OVERHEAD DOOR - y m I/S'MIN.PER FT. C ED O I w i JELD WFN.FIBERGLASS INSULATED,2 LITE 9063 ..SEE SUPPLIERzO a . _ 3 2 FIBERGLASS, INSULATED,ALUM.THRESHOLD SOLO 9'-2 I/2'x i'-it' FIRE RAT® ---------- 1_ x' z N ---------- ---- - 9 ANDERBEN Pi3ENCHWOOD GLIDING PATIO DOOR 6063 i'-0'x 6'-3' IMPACT RESISTANT i i - ----- - I--- --- ; i 4 WAYNS DALTON THERMOGUARD 11, INSUL,RAISED PNL. 9070 SEE SUPPLIER L- --- --- z O O S ANDERSON FRENCIIWOOD HINGED PATIO DOOR 976E 9'-1'x _o O p . I I Xt I I I ///��� I I o o 0 a I 9'-0'x 7 DO' I /a, LE - OVERHEAD DOOR A9.1 A B 1 ST FLOOR A9., A3.i PLAN" a FIRST FLOOR PLAN SCALE- 1/4D-11-Oa 1,524 SQ. F.T. GROSS LIVING AREA 357 SQ. FT. GROSS GARAGE AREA A2. 1 .. MAIN ROOF CGN_gTRUGTION.- RIDGE VENTp �` r 1 x IZ RAFTERS•ii 0.T W/ RIDGE VENT LVL RIDGE BEAM 2 x 12 RIDGE ff,11~ Ip..��' i/2'CDX PLYWOOD BREATHING LVL RIDGE BEAM PER BUPPLIER'8 SPEC • 15x FELT PAPER - 2 x e 16'O.C. PER SUPPLIER'S SPEC - - GPC 24 Sc oOkff HUODIIt IC!+WATER SHIELD 1ST 96' CEILING JOISTS - A YR.HA ARCHITECTURAL 24 School Street ASPHALT ROOF SHINGLES 2 ROOF ER STRUCTION, 12 IZ 2 x C RAFTERS•li O.G.W/ �n u n n n u u n II x a FO So.1S8 ` PORCH RmP[a149TRUCTION. 1/2'CM PLYWOOD SHEATHING West Dennh,MA 02870 OVER-FRAME ON q 9. 154 FELT PAPER t 50S.3H4.30W T>:0 RAPT�ER9 1i O.C.W/ y AIR BAFFLES.ALL ICE WATER SHIELD IBT 56' I� COX PLYWOOD SHEATHING 2.12 ON FLAT I -CEILING LOCATIONS 50 YR.ARCHITECTURAL 14 12 f:508.750.1409 15s FELT PAPER - iI - FORMED BY RAFTERS y ASPHALT ROOF SHINGLES .. ICE+WATER SHIELD ENTIRE ROOF R-36 _ . 50 YR.ARCHITECTURAL ' INSULATION H2.5 CLIPS• 9 ASPHALT ROOF SHINGLES 12 iI EACH RAFTER BEYOND I x 6 FASCIA r 4 R-90e EXTERIOR'WALL. 2 x 60 16'O.G EXTERIOR SOFFIT BOARDS, MSULATItON - WALLS ALIGN SAVE W/EAVE �I HIDING AS SPECIFIED CEILING JOISTS BIDING AS SPECIFIED •ROUBE+GARAGE tl1 11 TYPAR HOUSE WRAP - TYPAR HOUSE WRAP —RIDGE BEAM , V,2'Cm PLYWOOD 1/2.CDX PLYWOOD POST BEYOND 2 x i•1i'D.C. ryyyyyyyyyyy v v Y 'v Z x b•IG O.G TOP PLATE - - Z I R-21 BATT INSUL TOP PLATE R-35 . j R-21 BATT INSUL. _ - (MAIN HOUSE) '4 i pI�T FTmR C�l•LSTRUCTION INSULATION T FLOOR CaNSTRULTION 2)2 x 12 BEAM 9/4 TtG 9lEfPLOOR 9/4 T1G 6UBFLOOR To 5 V21 KITCHEN GLUED 4 NAILED GLUED 4 NAILED r II 9 V2'ENGINEERED 9 V2'ALL JO18T ENGINEERED ? 2 x i IL'P.C. FLOOR JOISTS PER - FLOUR.JOISTS PER n CEILING JOISTS _E' j�1 SUPPLIERS SPECS/DWG9. SUPPLIERS SPECS/DWG9. - ' F P.T.6 x i POSTS COVERED II R-So INBUL - ;. aEDROOM #3 BEDROOM #2 R-W INSUL ` WRAPPED IN ix TRIM— PORCH _ H P.T.2 x 10 ' TOP OF •iI i DECK FRAME - TOP OF L W/DECKING SUBFLOOR _ I I - II A9 SPECIFIED SUBFLOOR " _ = TOP OF . TOP OF - FOUNDATION FOUNDATION '. _. - r I LVL GIRT LVL GIRT 2 z i P.T. 'WOOD GIRDER 2 x 6 P.T. i i Y ' ' .'v CROP BILL PLATE, P.T.2%10 a " UNFINISHED BTYPICPs,L�TE, _ I _ TOP OP - 'aASEMENT t I . o r FOUNDATION UNFINISHED TYPICAL T PDU PECKINECK G . BASEMENT DAMPPROOF j. j T - - .. - DAMPF GRADE - F ', BELOW GRADE L i F - A9 SPECIFIED '/ ` - _— B I/2'VIA. - 9 I/2'DIA. . 9 t/2'-DIA. 0•CONE. - LY y Y D'CONE. LALLYCOLUMN _ FOUNDATION WALL . - FOUNDATION WALL LAL LALL COL •' n CONTINUOUS. r ... _ - `. CONTINUOUS .: ........._.. .. -C , .. ;- KEYWAY _ a TOP OF r. aWi - I I 'TOP OF �_ '--J.. ' ____•... y O LC FOOTING .„ - 90•z 90'x 10' `J___� 4'LONG SLAB O✓ER 16'x 9'CONCRETE ^FOOTING '� TOP of 90•x 90'x 10' k 16'x 9'?CONCRETE - I i '-•"CONE.-FOOTING) i MIL POLY BARRIER< 4'CONE.BLAB O✓tR c POOPING a FOOTING GONG.FOOTING 6 MIL.POLY BARRIER i J FOOTING .r. - (SEE FND.PLAN)'. COMPACTED SOIL - y (SEE PND.P1.v+j COMPACTED SOIL. .• CC Sri .b r U BUILDING SECTION A BUILDING SECTION B SCALE:.1/4"-1'-0" SCALE: 1/4"-1'-0" RIDGE VENT - - r -. RIDGE VENT - ___ 2 X 6•52'O.C. 2 x 12 RIDGE e - COLLAR TIES MAIN RDOF CaNSTRGTON. - - - MAIN ROOR 2 x 12 RAFTERS I U 12 12 .. 1/2'COX PLYWOOD SHEATHING .. V2'COX PLYWOOD BREATHING B� �0 __ - 1SR FELT PAPER - - _ I"FELT PAPER L N2.5 AIP9• 12 ICE WATER SHIELD IBT - ;ICE+WATER SHELD 1ST 56'.I,\.: - - .EACH RAFTER 9� 50 YR.ARCHITECTURAL ROOF SHMGLEB SO YR.ARCHITECTURAL - 142.S CLIPS. ASPHALT ROOF SHINGLES EXTERIOR WALL. 2 X E I Ii'O.C. E'er RAFTER 2 x 0 1 16'O.C. SIDING A9 SPECIFIED CEILING JOISTS - CEILING JOISTS TYPAR HOUSE WRAP - r - 1/2'COX PLYWOOD r_ _ r1111111y 1 2.6•16'O.C, TOP PLATE - R-21 BATT INSUL TOP PLATE - R-SB - S/S'TTPE X GYP.BD. ALIGN SAVE W/.EAVE• INSULATION (2 x 4 WALL ON ALL CAY"'fGY HOUSE MAIN HOUSE z y n D ERBT FLOOR CSJNSTRUCTION •GARAGE) WALLS AND CEILING OC 5 Up G D 4 AILED OR GARAGE EXTERIOR WALL, R �2 O n GWED•NAILED v GARAGE .BIDING AS SPECIFIED a $ m a BEDROOM SUN ROOM q V2'ALL JOIST ENGINEERED > TYPAR HOUSE WRAP 55�� FLOOR JOISTS PER WOOD FRAMED LOW-WALL V2'CD)C PLYWOOD SUPPLIERS SPECS/DWG9: c ON CONG CURB.STAIR 2%4 O 16-O.C.(UNLFJ3B 0 a � U - r NOTED OTHERWISE) R-50 INBUL. _ o (BEYOND) - TOP OF P.T.2 x TO DECK FRAME - 6UUB OP OFLOOR COMR-21MON ON BATT 14 IN9UL/2 x i - O O 8 9UBFLOOR W/SPECIFIED DECKING - - '.+ •HOUSE HOUSE D r^ tNVV a o a = TOP of Trx = TOP OF _ a ; m e n FOUNDATION o - FOUNDATION\_LVL GIRT iI` ' BEYOND R B,LL'PLATE, - e UNFINISHED TYPICAL \\F-� 4'CONCRETE SLAB(9 500 PSI) BASEMENT 2'cONG 9i'z 24 DAMPPROOP 64Ft 9 1/2'DIA. DUST CAP ACCESS + J LINE OF i8 AIR \E_; ON'POLY VAPOR RIER F LALLY BEYOND BELOW GRADE _ - r BEYOND \1= SLOPED TO OVERHEAD DtjOR i SLOPED MIN.PER PT. rOLUMNS, CONC. k- a BEYOND FOUNDATION WALL DAMPPROOF BELOW GRADe CONTINUOUS - � � Y. � i _ `k=_� � 0'CONE.FOUNDATION WALL . •.. ... . .. .. ....... .. Y. :. KEYWAY 1 - __________________ ' , TOP OF J r FOOTING L _ y:.: . TOP 01- FOOT NG CONTINUOUS KEYWAY 50'x SO'x 10' 4'CONC.SLAB OVER ii'%9'CONCRETE - - '' CANC.FOOTING9�--- 6 MIL.POLY BARRIER i FOOTING - 16'x 9'LONG.FOOTING BUILDING (SEE FND.PLAN) COMPACTED SOIL - . SECTIONS BUILDING SECTION C DUILD'ING SECTION D A3. 1. SCALE- 1/4"-I'-0" SCALE, 1/4'4-0" ' - - (NPB ODD'8}DMEBl]BDER - .. 24 school street • - PO Box 186 - . West Dennis,MA 0M7D . - C 508.39a.3D9O t'.508.76D.1405 - 63-0 WALL SHEATHING - - SEEPLAN/ WOOD ' • ' - STUD D WALL SECTION SEE PLAN FLOOR SHEATHING SEE PLAW SECTION LINE OF D_C___B—O V-__- _"— __._ - _ RIM BOARD _________ - 2-xe CONT m 10'DIA.SONOrvee ENOINEERED JOIST FORMED CONC. ERS SEE PLAN FOR SIZE PA )cam.-:AND SPACING T - IIIIi , - (TYPICAL OF 21 P.T.CONT. PLATE CRAWL I ------------------ we- ;r 4B•L AcB`ox N-oB._EiT.E .4.:'.-,:0•. n T-4•.•:• _- ,ii - w iI II SPACE ANCHOR BOLT •4'-'O.G CONC,DUST CAPU—L—R—R—BSPPES—c BEAM (ABOVE)ACC 2-aE CONT. - - . . U Off" .0 R .• - * " i�• .... .M- ' ^n- �u�' '000.- - IIIIIIIIII1I1IIIIII III II.,::r:{.2'.:...'-IILIIIIIIII1I1IIIIIIII II III1I'.2.('-T'a.'Y--PDb')\--III-..D:—..-RI—O-P-1I -P-ER-o''-�mm7 --�1I1IIIII IIIIIII'::',:;�;e:•SC,.:_ ''0'u° ----' --_--.-----S-'--OF'T-c.-3-O-•�i---J PDD'L-RR_I P _Kr- 3 e4 OONT .— �II 1I III �9• c g vim` Qi• caRr oD9' - - T„ r� -N�O 4' 4 THICK POURD CONCRETE 9'CL TYP. 0 7-7'ALL ON W.9'CONTINUOUS 4'_3r CONCRET FOOTING WITH KEYWAY.SEE FOUNDATION WALL DETAIL Oi.ce�.al❑.€z u ?¢/as FOUNDATION . o i_0. ' -b• r-b 7-2- 7'-10'WALL DETAIL 4_„• 7 SCALE- 3/4e4-0° I= U FTC..SO. I T.O.W.48 HO BEAM PPERPKT. . — x s PCST 71 i -_-J L � L__J L_-J up L D B-t/2'CONC.FILLED, 30,X 30' 10'CAINC. LVL GIRT PER LALLY COLUMN FOOTING W/(3)14 -- —1 ' (TYPICAL) REBAR IN EACH (ABOVE) DIRECTION(TYPICAL) W-1 SMOKE J6 ,111"ll, UNFINISHED BASEMENTDROP T.O.W.46• DROP4'CONC.SLAB _-----__" --- ---------±- -------- GARAGE r ------- 4'CON.SLAB I PITC14 SLAB TO BACKFILL DOORS I/S' P-01 MIN. COMPACT DL____ _______________ r------- - ----------- oDROP T.O,W.12 WALL W FINISH GRADE -' NATIE oz T.O.W.Ib _ 2'-2' ' T 4'9'-S• T-4' FOUNDATION FC)UNDATION PLAN PLAN D rooa _ 1 - - f - S1 . 1 • I, r+ti. MET CAPEO0D•6 HMaBUBnER I I I - I School SVa 24 at O O O O O O C TOP Pure O O O I I -------- I wa"f oo Boxuln oz67o n TOP OF I 1i'-O' if'�O' ''-0• I GBAWL I - t 506.384.3M — �6 y y BeacE I i i 4 U.soa.Trsoa4oe ------ 1_--- -- - -- -- -- -------- ------ ---- ----- - ------- -- o ---- oaoo ---- © _-: n b,/ DTI,;;,•yHl<<f-------- I f--i---- 1 I , BUBFIAOR ---- - - - I I I L--------- ---- ----------� I TOP OF ---�---1 I _ - ---� • o - ------.— ' _ _ L----------� FOOTING ��--------- FRONT ' 1 - r�-- ---- - --- --- - ---- ----' ELEVATION --------------___ r SCALE: I/B"mil'-O„ t RIGHT ELEVATION SCALE: 1/6"ml'-O° • I I . ' J I 16 w 16'-O' I� - 14._6. ----------------------- •� d• ' I i -----------. N)STEM A FOUNDATION ANCHORAGE,. B/B•DIAMETER(MIN) EFL ANCHOR BOLTS W/ TOP PLATE jj I , NUTS 6 D'x B•x 1/4•PLATE WASHERS SPACED °O ��• / - - �p�—I i------____-- —I MAXIMUM OF 71'(INCHEB)ON CENTER. THERE �, •' • • • �' O• O S O• O• O• - O• I J SHALL BE A MINIMUM Lo 2 BOLTS PER PRATE y _t 0 0 0 0 0 O SECTION WITH BOLTS LOCATID WITHIN 6'-12'FRA11. - EACH END OF THE PLATE SECTION.Y P- TOP OF i • , ANC14OR BOLTS SHALL EXTEND A MINIMUM OF 7 SuBFLOOR - - INC44ES INTO MASONRY OR CONCRETE. 0 T.O.G y I ANCHOR BOLT PLAN (� � � II lI I I fi 1 I I SCALE: 1/8�1-O" o S b L--_--__—J ---_—_�---------- — --- • ' �-------L----�-----.._--- -- ------ FOOTING — — -------- TOP OF —: O REAR ELEVATION -LEFT ELEVATION SCALE: I/B"4-0" SCALE: 1/8"4-0" =tOtECTLL PROVIDED'T PANEL KEDGES O - - - ". • PERPENDICULAR TO FLOOR FkAMI"MEMBERS IN THE ..._—. _ .. ., FIRST TWO TRUSS OR FULL HEIGHT SHEATHING REQUIREMENTS JOIST SPACES AND SHALL - BE SPACED N E MAXIMUM ASPECT RATIO.116 ....LOCATION PROVIDED REQUIRED _. NAILING PATTERN ROOF SHEATHING OF 4 FEET ON CENTER N tier RUN ROOM NAIL IN TABLE 2 ARE _. BEE PLAN .. GIVEN IN TABLE.2 FIRST FLOOR WALLS B4.xs . 6'O.G.EDGE' _ 12'O.C.FIELD � B®ROOM M _. BEE PLAN - DENIM - .. • 2-ROWS BD -- fJgyIEB--BEDgs31 __M.BATH O11 KLr�m . - i O.G EDGE O. FIRST FLOOR WA LLS H.17S SSonNAILS 1 i' G. .. 12'O.G FIELD ROOF RAFTER B -. WIDTH LO 2K. BEE . . :PLAY - BLOCKING 2-d1 PLATE GUIDE TO WOOD CONOTRUCTION IN HIGH WIND AREAS ' lu I - jJ,L{. j,A{�- LIVING ROOM •• 1.1 O 110 MPH EIO'OBURE D KIND TONE HURRICANE ANCHORS - _ TABLE 2 GENERAL NAILING BONEDULC. TYP.AT EAC17 RAFTER BEDROOM GENERAL NAILING SCHEDULE 110 MPH WIND EXPOSURE " SEE ARCH.OWLS. R9 JOINT DCSCIIFTION NUIBEt Q NURSER OF �e NAIL SPACING 1 - - COP6TON NAILS 80K NAILS WALL SHEATHING WOOD STUD WALL - - - - SEE PLAN BEE PLAN - ___ ROOF FRAMING - GARAGE - BLOCKING TO.RAFTER -NAILED - .. 24d - 2 lad EACH .- w fOJERED PORCH w RIM BOARD TO RAFTER END-NAILED 2-1" 2-lid CAON CID 'I - 2 > & _ KA"FRAMING TYPICAL ROOF RAFTER it '. r----------_T 0 TOP PLATES AT INTERBECTCNS FATJ:-w.ILm - 4-lsd 6-lid AT JOINTS CONNECTION DETAIL ; _ ;. - , o " STUD TO STUD FADE-NAILED) •- Im MdW 16'O.4 I Y{ ; .. I i _ N O ¢ U - � HEADC!TO HEADEC FACE-NAILm IW lid IL'O.G ALONG lDGm u� FLOOR PRAI9NG :: ' Z J016T,D BILL TOF PLATE DR GIRDER E-NAILm 4-Bd 4-IOd PER JOIST WALL SHEATHING F100D STUD j"LL --- ----- FLOOR PLAN o z 8 SEE PLAN BEE PLAN F' SCALE• 1/8 1'-O 8 �. BLOCKING TO JOIST e-NAILCD 2-6d - 2-IOd FAON END BLOCKING TO SILL OR TOP PLATE -NAILED 6-1W 4-IM EALH DLOTX !1 - • + U '� e7 LEDGER STRIP TO BEAM OR GIRDER FAC6-NAILED 6-1dd 4-IW FNii JOIST JOIST ON LIDGM TO BEAM -NMLP.D 6-6d 6-10d PER JOIST BAND JOIS PL T TO JOIST END-NAILED D-IW 4-16d PER JOIST FLOOR BHFATNING - - - - BAND JET TO BILL OR TOP ATE DE-NAILED 2-Iw 6-16d PER FOOT GEE PLAN TABLE 5301.2.1.2 EATHING J WINDBORNE DEBRIS PROTECTION FASTENING WOOD o STwi)MRRAL PANELS _ _ SCHEDULE FOR WOOD STRUCTURAL PANELS"•b•° A g - RAFTER6 OR TRL106m ePA[m OF TO ..O.G 6d IOd Y EDGE/t'FIELD RIM BOARD FLOOR JOIST . RAFTERS OR T1Il1BBm SPACI00 OVER ti'0.4 6d lOd 4'mGE/4'FIFJ.D - 8EC PLAN FOR FASTENER SPACING E GABLE ENDWALL RAKE Olt RAKE TRUES W/O LADLE OJWUNT 6d IOd 6'COGE/6'Flab 0172 6 SPACING GABLE ENDWALL RAKE OR RAKE TRUSS W/BTRICNRAL OUTIAMEIB bd IDd i'EDGE/6'FIELD . GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLACKS 6d lad 4'EDGE/4'FIELD �' }.. 'FASTENER ` cEUNo eHeATHNG 2x {LID TYPE P<NELFOSP�A.N < PANEL < PANEL - BLPCKNG AT <4 FOOT <8 FOOT GT UK WALLBOARD 6d COOLCRB 7'®GE/IW FIELD .t.. 4'eQ%O.C, 2.P,T.CONr. - �. ..w - COMPLIANCE - 1/2 WALL SHFATHING PLATE. WOOD SCREWS WOOD STRLLCNRAL PAN" ANCHC46 PLAN FOUNDATION PLAN 2-1/2'66 16' f{' 12' - 6T/D6 wACE0 uP TO FOR 7A'O.C. m IOd 1'EDGE/E'FIELD MIACING. W AND 26/62'FIBERBOARD PANES 6d - 6•EDGE/6.FIELD FOR E,P WOOD SCREWS 1/2'GTPSUM WALLSGI.RD bd O00.CIS 7'MOB/10'FIELD pp THIS TABLE IB BABID ON ISO mph WIND BPCCDB AND A SB-FOOT MPAN ' FLOOR eHFATHIHG (' U . -oo s TYPICAL ,FL R BLOCKIN­ REQ IREMEN7 ROOF HEIGHT. WOOD STRUCTURAL PANELS N. b. PABTENERB SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD P oR Lem ed 1ad v EDGE/12'FIELD JOIST PARALLEL TO FOt1NPATION WALLS STR1xT1RAL PANEL• GREATER THAN P IOd Iid 6•EDGE/i'FIELD S 2.1. o. WHERE L BE A' ARE ATTACHED TO MASONRY OR MABONRY/STUCCO� I COR160BION RESISTANT N GAGE ROOFING NAILS AND I►GAGE STAPLES ARE PEWIITT®,a��FOR ADDITIONAL REOUIRE'ICRB THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCNORa NAILS. UNLESS 5RWIBE STATED SIZES GIVEN FOR HAILS ARE COI' ON WIRE BIZOO. BOx AND PNEUMATIC HAILS OF 50l VALENT DIAMETER` HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. - ` AND EQUAL OR GREATER LFJC.M T�THE BPCIFIED COITION NAILS MAY BE BUBBTRVT®UNLESS OT14ERMSZ PROHIBITED. ' f CUMMAQUID, GEN :: RAL NOTE5 : 501L TE5T LOG5 : SYSTEM DE51GN CALCULATIONS : ROUTE GA — MA A.) NEITHER )RIVEWAY5 NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE : EL= 55.9± SEWAGE DESIGN FLOW: UNLE55 H-,' )COMPONENTS ARE USED. DEPTH FROM SOIL 501L SOIL 501L OTHER 3 BEDROOM DWELLING @ I 0 GPD = 330 GPD SURFACE HORIZON TEXTURE COLOR MOTTLING B.)THE DEf, 4NER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (U5DA) (MUN5ELL) LEACHING CAPACITY REQUIRED: 3 BEDROOM ( ) @ I 10 GPD = 330 GPD REQUIRED LE55 CONE I'�UCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 5" O Or ,anic w NONE SEPTIC TANK CAPACITY REQUIRED, ALTHEA LANE C.) CONTR/„ TOR SHALL BE RESPONSIBLE FOR 0- 5" E Loamy VERIFYING THE LOCATION OF ALL Fine Sand I OYR G1 I NONE DAILY FLOW = 330 GPD(20007b) = 660 GAL. REQUIRED UNDERGRO.. JD AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 5 - 29" Loam Fine Sand I OYR GIG NONE g 29 - 1 32" C I Loamy Fine Sand I OYR 6 3 NONE 517b Rocks SEPTIC TANK CAPACITY PROVIDED: z 1 500 GALLON SEPTIC TANK(MIN. ALLOWED) o - CON`'3TRUCTION NOTE5 : TEST HOLE 2: EL= 55.6± LEACHING CAPACITY PROVIDED: BRENTWOOD LANE ONE (I) 33.5'X 8.83'X 2.0' LEACH CHAMBER CAN LEACH: < DEPTH FROM SOIL SOIL SOIL SOIL OTHER I .) ALL CO[! TRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=[(33.5 X 8.83) + (33.5 X 2.0)2 + (8.83 X 2,0)2] X 0.74 GPD/5F= 344 GPD TITLE 5, AN THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUN5ELL) 344 GPD>330 GPD REQUIRED BENCHMARK 1 BRENTWOOD Focus 2.) SEPTIC "`,NK(5), GREASE TRAP(S), DOSING CHAMBERS)AND DISTRIBUTION 5" O Or anic V NONE Top of Concrete Bound LANE BOXES) SI-/ LL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 0-4" E Loam Fine Sand I OYR 5/1 NONE NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. EL=50,3± (Assumed datum) ROUTE 6 - HIGHWAY COMPACTEI OR ON A 6 INCH CRUSHED STONE BASE. 4-36" B Loam Fine Sand I CYR 6/6 NONE INSTALL: i 3.) SEPTIC I"',NK(S) SHALL MEET ASTM STANDARD C I 27-93 AND SHALL HAVE 36-1 32" I Loam Fine Sand I CYR G/3 NONE ONE (1) - 1 5CO GALLON SEPTIC TANK 50 PRI V�\TE WAY PERC. 64" < 2 MIN IN ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) 5p U AT LEAST TI1'',F_E 20" DIAMETER MANHOLES, THE MINIMUM DEPTH FROM THE BOT- THREE (3) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ON ENDS AND 2'ON SIDES 51'9 NOT TO SCALE TOM OF TH.', SEPTIC TANK TO THE FLOW LINE SHALL BE 48". TEST HOLE 3: EL= 46.5± 51X(6) - 24" RISERS AND CONCRETE COVERS RAISED TO WITHIN 6"OF FINISH GRADE 4•) 5CHED['I :- 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" DEPTH FROM SOIL SOIL 501L SOIL OTHER �w'''o�o� 9 Edge of Pavement �5 ABOVE THE LOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE SURFACE HORIZON TEXTURE COLOR MOTTLING 4�g ws-�w o�- o 4 CENTERLINE )F THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. (INCHES) (U5DA) (MUN5ELL) � 48,4 w"-w� w�-o o $ '0 ___ o- �—"°- 5� PROPOSED WATER, SERVICE PLAN BOOK 430 PAGE 60 5.) RAISE C( VERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 5" O Or anic NONE _ T 0-5" E Loam Flne and I OYR 5 I NONE �a77 X ae.1• • • ' 34•� w w w�_,__-� —o--�o—o --- o—o 0'--`0_,__w.�.-w--`w" �t DEED BOOK i 1956 PAGE280 CONCRETE . ATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6 OF 8 w �Wu—w w w w w ASSESSORS' MAP 333 PARCEL 007 5-32" B Loam Fine Sand I CYR 5 6 NONE5 O FINISH GF-V OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. _ Cl Fine Sand Loam _ I CYR 6 6 NONE 30% Rocks Un Suitable L85.22',�..--" m II � r .�2 ® ,d� � G.) PIPING TALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 53-1 48" C2 Loam fine Sand _ I CYR 7 6 NONE 1 5% Rocks 533 56,1 x 58.9 LEGEND BE LAID ON MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. 49.7 TEST HOLE 4: EL= 47,7± x 52,2 Utility Cluster _ 7.) DISTRIE.- I"ION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE PROPPOSED ASPHALT DRIVEWAY © EXISTING CONTOUR DEPTH FROM 501L SOIL 501L SOIL OTHER PROPOSED CONTOUR 4" DIAMETE', SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SURFACE HORIZON TEXTURE COLOR MOTTLING �� 32 AT END OR ,,!3 NOTED, (INCHES) (USDA) (MUN5ELL) °y �- '" X 12.34 GRADE 8.) OUTLET I' PES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 5" O Or anic NONE EXISTING SPOT - x se•a 24x5 PROPOSED SPOT GRADE 2' BEFORE -ITCHING TO 501L ABSORPTION SYSTEM, WATER TEST DISTRIBUTION 0-6" E Loam Fme Sand I CYR 5/1 NONE cp x 48, x 5 ,3 r BOX TO AS`I IRE EVEN DISTRIBUTION. 6-28" B Loam Fine Sand I OYR 5/6 NONE / �.. % x 56,7 — W— WATER SERVICE LINE 28-54" Fine Sand Loam I OYR 6/6 NONE 0% ROCKS FIRM x 50-9 x 47,1 Iz- A x 50,5 x 56.0 6, — LEACH PIT, I O'XE', TOP OF —p— OVERHEAD UTILITY SERVICE 9.) DISTRIE.. !-ION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW -'-' G 4y �r a < 4-1 22" C2 Loamy fine and I CYR 7/G NONE PERC. 75" < 5 MI IM M � 4 / h j' PIT EL= 46.5±, CI COVER —U-- UNDERGROUND UTILITY SERVICE THE OUTLE" NVERT, m J� I U, DATE OF TESTING: 06/2G/201 3 n] TO GRADE _G— DATE GAS SERVICE LINE 0.) EASE ;GREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO L p �j`` TP I PERCOLATION RATE: LESS THAN 5 MIN/INCH III 'C I' LAYER, TEST PITS I -2 AND"C2 LAYER, TEST PITS 3-4., � / ,� � TEST HOLE / BORING LOCATION i-1/2`DOl_': '._E WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE WITNESSED BY: MATTHEW T. FARRELL,, EIT, 1 I,. O'REILLY#ASSOCIATES, INC. INSTALLED 9'LOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE / 7 SO!l.AB50=: 'TION SYSTEM, BASE AGGREGATE SHALL BE COVERED WITH A 2" DONNA Z. MIDRANDI, RS, AGENT, BAR,NSTABLE HEALTH DEPARTMENT PROPOS�:D NATIVE STONE OR C\ LEACH PIT •� ST SEPTIC TANK NO WATER ENCOUNTERED TEXTURED BLOCK WALL TP `�� DB DISTRIBUTION BOX LAYER OF 1 r TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. USE A LOADING RATE OF 0.74 GPD/5F FOR`~ ING OF 501L ABSORPTION SYSTEM. TOW EL= 5G ±- 46.5 �� i0 Y — LAWN DRAIN, RIM EL = 55.5± I I .) VENT ! )IL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; �r 4 G x 51,0 g7X0 x 57,0 SAS SOIL ABSORPTION SYSTEM WHEN LOcf: °D EiTH R!N WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, BOW EL= 5 1 ± C.> x 46.6 x 47,0 y Reserve RESERVED FOR FUTURE TURNING A[' ,AS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. +I - J 1 — ADS PIPE: 6" MINIMUM a7' } �� UTILITY POLE 12.) SOIL GI: 'SORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF n T. p CATCH BASIN CLEAN MED! 'M SAND (EXCLUDING TOPSOIL), x 48, �8 �� h� FIRE HYDRANT COMPGNEF' c �� O ® WELL BADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM a, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DO. ING CHAMBER 0.3 (o AND SOIL Af.`'>SORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 52 ® DRAINAGE MANHOLE OF 9'. ocn 0) c0� ■ CONCRETE BOUND, FOUND I 14,) FROM I HE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL s 54 Ln TOP OF BANK RECEIPT OF CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L AB5ORP- 'ION SYSTEf 1 SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH PROP03E —x—"— LIMIT OF WORK N x s7. 56 D ��j x �9.9 FENCE AREA FOR ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, LONG roe EL 55, E! '�«ARI x 1 x 63• 66 65, — LAWN DRAIN, RIM EL= 57.6± EDGE OF CLEARING 15.)THE B(,oRD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 7p� ©(F ONE) BY AN r\GEN' OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- 60 GARAGE Et ` 5�3;(g x A\k,RIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING un m LAWN DRAIN, RIM EL= 57.4± THAT ALL W: ;ZK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE 62 ' PERMIT AN[` `APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. rt . .,t 59X5 G,4 �3 SUfV x 547 .. I-" +I 5 9X3 I G.) OWN[I /CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR 20 X P©RC DECK 58 zt TO EXCAVP' JN. E6 O \ Av 1 7.) OWNI'' /CONTRACTOR SHALL REVIEW DRIVEWAY MATERIAL. 51TE PLAN 5'Soil Removal: SEE NOTE 18 x 67,4 6) SPECIFY'S PAVED DRIVEWAY. ANY CHANGES SHALL BE APPROVED BY BUILDER -- (\I x',64.9 18.) SOIL F. MOVAL: ALL TOPSOIL AND SUBSOIL SMALL BE REMOVED FOR x 52 6, S8 x 61,4 O�� cvp A D15TANC :DF 5' FROM THE 901L ABSORPTION 5,'STEM DnWN TO THE CLEAN BENCHMARK 2: O D8- LO AIIY SAID ' LAYER. AREA TO BE BACKFILLED WIT H CLEAN SAND AND CONi'ACTED TO 1 MINIMIZE 5E ITLING. SOIL REMOVAL ONLY REQUIRED ON THE NORTH AND WEST SIDES. --� Top of Survey Stake EL=65.1'± (Assumed datum) m N SAND PILL o�'�!.15T MEET SPECIFICATION OF 3 I u CMR 15.255(3), CONSTRUCTION IN FILL. - '.!F A 1. •.%Clc• AA +-yc F� '11 IIPFiI F�.V TLIF 1�1/` I AoD /'1\/rl`' i1�iTHO Ri I'( ,wwrt -"''.,. _ a V I '` 5� — x 62.7 1 , x 43.71* � �{ x 66,4 x 6�'E;,5 x 69,3 x 67,1 66 65.1 .5 �.5�.5 33.5' x 66.3 CNo ZONING TABLE x 71,2 x t53.3 � 5A5 PLAN VIEW LO ZONE: (RESIDENTIAL) RF-I X 65.8 SCALE: I " = 1 0' 66 x 61,8 FRONT YARD SETBACK 30 FEET x 62,4 LOT 7 SIDE YARD SETBACKS 15 FEET +I Area=43,GO2 SF-±- REAR YARD SETBACK 15 FEET m x 65,5 6� _� PLAN SITE COVERAGE NA " BUILDING HEIGHT 30 FEET OR 2.5 STORIES (WHICH EVER 15 LESS) x 61,8 SCALE 1 "=20' � N 62 64 X 57.6 x 58,9 60 q N 8. 58 x 58.4 x 57,3 . '-�A G 6' x 63,4 56 , x 54,5 x 61.2 x 62,6 Cn 52 52 x 623 TH 15 AREA 15 SERVED BY TOWN WATER. NOT TO S( n'ALE n k 150'.. x s5,2 7 COVERS: INCLUDING TANK MIDDLE (Y�lai m enc S4 24" DIAMETER CONCRETE COVERS e RAISED TO WITHIN G"OF FINISH TOP OF " )UNDATION GRADE (OR AS NOTED) so REVISED PLAN, I 0\!6\1 3: MOVED SAS GREATER THAN 20 FEET FROM SUN PORCH =0'O (SEE NOTE #5) 5 N 58.0 " Pro used EL= 58.5 Proposed EL= 57.7 Proposed EL- 57.8 MAXIMUM O �^ REVISED PLAN, 10\10\I 3: NEW SAS 5PECIFCATION, INCLUDE SAS SIZE, LOCATION STATE ��� 6'O 62 DESIGN AND PROFILE. H 1+ 36' Proposed 56.4± V AY ROUTE " (9" Min 36" Max) VARIABLE I' I� \/54.8± ABLE H J INSPECTION NOTE: WIDT 58,8 rances ootha Residence s 2" LAYER OF 1/8" - 1/2"STONE PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM c/o Jim Hagerty, Reef, Cape Cods Budder, PO Box 186, West Dennis, MA 02670 55. 55,25 101, 1 4" 55.00 3/4" - I-I/2"STONE NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 54.10 N N SITE SEWAGE DISPOSAL 5Y5TEM DE51GN 311 54.44 54,27 41011 2" DROP GAS BAFFLE 5210 105 BRENTWOOD LANE, BARN5TABLE, MA U`'f'THREE 5HOREY PRECAST 5oc; GALLON LEACH CHAMBERS 7 5,+ J.M. O REILLY & ASSOCIATES, INC. LONGEST RUN Wf'H 4' OF STONE ON ENDS 1 4' AI,D 2' OF STONE ON SIDES 1 500 GALLON DB 3 �� 20 40 �� Profesaional Engineering & Land Surveying Services SEPTIC TANK D-BOX (ENE) VIEW) — EL= 44.6 BOTTOM TEST HOLE 2 SCALE I =20 11 1 1573 Main Street - Route 8A LEACHING CHAMBER P.O. Box 1773 H-20 (508)896-8801 Office Brewster, 33.5'x 8.83'x 2.0' MA 02831 (508)898-8802 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: G:\AAJob5\REEF\G769 105 BF, i_ T'AIOOD\DWG\G7695SDSPLANREVISED 1081,3.DWG 1 O/3/1 3 AS Noted MTF/gmb JMO JMO-6769