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HomeMy WebLinkAbout0070 TOBEY WAY - Health 70 Tobey Way Hyannis A= 246—082 — 001 'I TOWN OF BARNSTABLE 6 w'es.i LOCATION 7 0 Ji.)f�y,:a;rs&A SEWAGE# 2_0 Q <,i'2.Z VILLAGE (VeS76A1,.,w f0?PZ1 ASSESSOR'S MAP&PARCEL J4 A 0,92-oof INSTALLER'S NAME&PHONE NO. rlod ev SEPTIC TANK CAPACITY [5-60 c,r LEACHING FACILITY:(type) C'H19n'W4S (size) / �X 34 NO.OF BEDROOMS 1,3 4P�.SO6,v OWNER V16 Cg t O'y -S�/G W t 2 PERMIT DATE: COMPLIANCE DATE: / 1� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility L; feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) N �yC®f-' feet Edge of Wetland and L.aching Facility(if any wetlands exist within 300 feet of leaching facility). JALCI&W.1b.feet FURNISHED BY JA—as r�l r2-1 QSi P � fI ® ,ea, -- A No.,. �Ol� a � Y�L 1vV`� I `�O'`'� �. Fee `�'r /S(4,�✓ THE COMMONWEALTH OF MASSA&USETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes \� 3pprication for �hgpogal gppgtem Construction Verna i Application for a Permit to Construct(/Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. P. �J�y Play Owner's Name,Addres ,and Tel. o. ' ri ss /ilc�rw�a�. i to l er -Hall Assessor's Map/Parcel D F2 00 Installer's Name,Address,and Tel.No. Designer's Name,A dress and el.No. kp,l Q a2(o o� �Db 3S Type of Building: pp Dwelling No.of Bedrooms 'q bef�pll�®c,wt� Lot Size sq.ft. Garbage Grinder�Cj/V®,t� Other Type of Building Res d F abc,( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 110 gpd Design flow provided �Qs$� gpd Plan Date Mew o't4 2606 Number of sheets :, Revision Date 00(o Title o .' 5 �� 5r Size of Septic Tank Type of S.A.S. Description of Soil v `' c ° r & c " a Q eo— X454 �erc 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 d of to place the system in operation until a Certificate of Compliance has been issued by this Board of He — 0 — � o ,mil Signe Date / gyp/ Application Approved by r Date 3 aq 06 Application Disapproved by: w�. _C Date 2 g for the following reasons �S 2 aI "".(051'2 c n� T o n T-el� v# .. „re c Permit No. a68 "( ,Z2 Date Issued 00C No.. a' / Fee TS T " E C > 117�MONWEALTH OF MASfACH SEC Entered in computer: Yes PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE, MA,...,SSACHUSETTS ZIppYication for:Mioogaf *pgtem Congiruction Permit Application for a Permit to Construct(/Repair(�) Upgrade( ) Abandon( ) l✓J Complete System ❑Individual Components .c Location Address or Lot No. -7®'•To he y �vv Owner's Name,Address,and Tel.No. .lda�f lilor'wta,T� H.f4er -t6(I Assessor's Map/parcel WI �2 ,�� / 0.3ok /�1 � W. Installer's Name,Address,and Tel.No. Designer's Name Address and Tel.No.d WA o-765:5 Type of Building: t. Dwelling No.of Bedrooms ejroAutS Lot Size sq.ft. Garbage Grinder�,.G)'/f/p��o Other Type of Building ) e5;SP aj,'Q�' No.of Persons Showers( ) Cafeteria( ) s t t-- Other Fixtures ! a d Design Flow(min.required) gpd Design flow provided gpd Plan 'Date Qr 9-4 -_/DOCK Number of sheets 2, Revision Date / hat, 11. r Title .54- TG., oT �i`o.oaset�.Sr�o ��oeaa 4?-/ A/0�.�aoKIdov arg47�a/��ic�ll7{ r`T��/t/nSS, r Size of Septic Tank Type of S.A.S. Description of Soil =('' Q- ;c n`Yf 6S 6"- �- a Pr 0 '0 6 �oca�sry Sa,r 6/4 c r'vrn.5c Nature of Repairs or Alterations(Answer when applicable) Date­last inspected: Agreement: ' The undersigned agrees to ensVe 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 d of to`place the system in operation until a Certificate of Compliance has been issued by this Board of He { ' Signe, i Date Application Approved by I `� > . Date t 3 c1 To • Application Disapproved by: �w. Date for the fgllow,ing reasons Ttj) L UP NJ n t uTf v c n.. f`�+ on 7c I �t2J1P s / -- sydrnut No. a.00 t 2 2 Date Issued - -—————————————————————————— —————————— . THE COMMONWEALTH OF MASSACHUSETTS :rAIS BARNSTABLE, MASSACHUSETTS Certificate of Compliance L THIS IS TO CERTIFY,that the On-site Sewage Disposal System �y tem/ Construc�tj8d ( ►o') Repaired ( ) Upgraded ( ) An ( )by ! � .! �' Al/__� /!9/Fr O at �/� l•,�ry fi�9� �U. {rv .��,'sow7 has been constructed in accordance with the provisions o Ti tle 5 'a n d the for Disposal Sys em Construction Permit No. ?0q, 1- 4 dated 3/ /db Installer Designer u #bedrooms LI Approved design.low / d gpd The issuance of this if sgall o/lie construed as a guarantee that the system wi f'unnet���as designed. �1� Date (� /(� Inspector y` I - No. ,[UU r fo� Fee - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS Migpogal ��pgtem Construction Permit Permission is hereby granted to Construct ( " ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 70 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions oi pecial conditions. Provided: Const ction ust be completed within three years of the date of.thas-p this-permit. I rr f Date 3�2 b Approved by ' Town of Barnstable °F1HE Teti Regulatory Services p °s Thomas F. Geiler, Director + Bn MASS. : Public Health Division 16.9. `0g AlFD MAC A Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 2-006— Date: Sewage Permit# 12. Z . Assessor's Map/Parcel Z�4 Y'2- 5 6 �(k Installer& Designer Certification Form Designer: S r.l Installer: 1_?0de11_tCA Ulf ,n Address: - 7 ray z e, Address: _ / RA& Allw Cl/ pr6SJ / of N.j Ad, On J (� G��Et�l� lGi'�J was issued a permit to install a (date) (installer) septic system at O G,b ey w based on a design drawn by -(a dress) J1{. [ U0 l✓ 'N a dated L G (designer' t/ 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. ,,AAAAA r►���H OFtijq�,q JAMES W. �y BURKE G Installe Signa ) g CIVIL N a to A� No. 39418 -► (Affix ® p Here) 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. gAoffice fonnsWesignercertification form.doc 2J vi M su u t9bs060 � ,: Gbh .►9��'x��'� � J ' I"JP AL s Townof Ba rnstable nstablc L �Qf tue row , Department of Regulatory Services BABNBBm Public Health Division Date � `-���-0�o r'A MAM ,6Jv. ,6� 200 Main Street,Ilyannis MA 02601 PrfO MA't r' Date Scheduled A&L114 Time rice I'd. A Soil Suitability Assessment for Sewage Disposal Performed By: j� , v'Ce t'� L 1�<<(l } t'r' Witnessed By: r LOCATION& GENERAL INFORMATION z flnl�i�/_- "!/ Location Address 70 fj�,� LL�C�L Owner'sNanne V 0J^I'T11L. u? N "eelsnJ.po/I Address w`/4y�i�>»>���f� �1 �7 Assessor's Map/Parcel: /YCtp a y�' get l incer's Name, n g J L.t I I��r'i:l/l. NEW CONSTRUCTION REPAIR Telephone ll Land Use kle , 1 l Slopes(0/a) 0'3C3I'd Surface Stones }— Distances from: Open Water Body '500 tt Possible Wet Area 500 It Drinking Water Wei Drainage Way 500 R Property Lind DO } It Olbcr /J R r SKETC1I:(Street mime,dimensions of lot,exact locations of test holes&perc tests,locale wetlands in proximity to holes) ' REC TO - O.B7 NO<O1 36 E 3�FT Er WAY A7 14tZ� CB FND lo, C 40132' OPEN tPACE PB 505 PO 18 10 !,ERE 3 3 E01 6 �Z o g-1 .<.55< SF- d \ ` 21.7 5"APC o o. FND l0 60.62" 39, 339.51' S ar'.r•� - i. INQ L't: Ll6 t :�� Parent nralerinl(geologic) OU 511 Depth to Bedrock U� M Depth to Groundwater. Standing Water in lfole: Nor'1 —, Weeping from Pit Pace Estimntcd Sensonnl iligh Groundwater -8 IDS jpwvl 0 43Krc4 ibk DETERMINAT ON FOR SEASONAL IIIGII WATER'I-ABLE - Method Used: Ala See k�ave. Depth Observed standing in obs.hole: — in. Depth to soil monies: Depth to weeping from side ofobs.hole: Y- in. Gr�imdsvaecr Ad;ustmcnt._ fl. Index Well p Reading Date: Index Well level Adj.factor Adj.Gtoundwnlcr PERCOLATION TEST Dale 3 ore Time to a0 Observation Hole# Z 14 Time at 9" —r— Depllr of Pere N 340 1 Time at 6" Start Pre-soak Time© z5 ro r1S Tillie(9"-6") End Pre-soak li)mr� It i+ti + Rate Min./Inch------------ Site Suitability Assessment: Site Passed Site Pniled: Additionnl Tcsling Nccdcd(Y/N) Original: Public health Division Observation Hole Data'I'o Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you "'list first notify the Barnstable Conservation Division at(cast one(1) week prior to beginning. Q:1 ICALTII/W P/PrRCrOIt M V:I;JL).' 033SIWVA�'.CON ROLL LOG Hole // lleplh fium Suil Ilurizon Soil•i'cxhnc Soil Color ,;oil. —ltihcr 9urfac�(In•) (USDA) (Munsoll) Mottling (.;Uuctnto,$tol,cs,Bt ulcicrs. - — (y13 nv y -- " iem—s 5—z-z." ( ski l0111K LI Ice ZZ-(00 (00- ) C z_ rn cal, su..� Z,s-(-7/ Iw DEEP OBSERVATION HOLE LOG II01c // Z Dcplh from Soil florimn Soil Tcxturc Soil Color Soil Othcr Surface(in.) (USDA) (Munsell) Molding (Sducture,Stones,Boulders. Cnsl tcnc °oGlnvcl 17oct�7 i t, leaves OCLVITI �o�[R y/'Q — 33-10 9tt C macs. 5",4 ULLP 0I3SLRVA'riON ROLL LOG 1101c 1/ _ Dcpth from Soil Iiorim Soil Texture Soil Color Soil . Olhcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoncs,Boulders. G_r sislcltm—NIl.ycl) Oete..•.paSe-�Z ui'•'S cct 80-i 3Z" �z Mead 2,s`f 7/3 _— D ELP OBSERVATION HOLE LOG Hole // Dcpth From Soil lloriwn Suil'I•cxturc Soil Color Soil Utbcr Surface(in.) (USDA) (Munsell) Mut(ling ("Al tit; Stoncs,Buuldcrs. CVitSr��stcncy,%Gravclj �Cri'7�eeo.•,ta°u� `t F Tt"S`, �LN — �-za too --- )i'lood Insurance hate May: Above 500 year flood boundary No_ _ Yes Within 500 year bouodniy No Yes Within 100 year flood boundary No ✓ yes Deuth of Naturally Occun-Ing Pcryious Material Does at(cast four feet ofnaturally occurring pervious material exist in all areas observal throughout tiro area proposed for the soil absorption systcm7 yEs if nut,what is die depth of naturally occurring pervious nlatcria17 cel•tificalion 1 certify that on 1110y (dale)1 have passed the soil evnlunlur examination approval by the Department of Environmental Protection and that the above nunlysis was performed by rue consistent with the required training,expettisc nod experience described in 310 CMR I5.017. Signature Date 31Z`11Of� Q:ueAl.Tluwrmt:lkCF0RM JJ2 Nk e o •i nq W f0612F 4r115.Treat (. Tpg ` WAY 4 EY (35' Private Way)� g H of Pouemerit f', 'S, a N �l % tones _ r y i. 12%la4.els Mhsh ^ ; Proposed i ZT 9` -------- -----r __ -+10� 1• N Drivew0y 0 10' Setback(side --- ----------- -- LOCadOn Map 3 rear) ------- Entry - —._l I 0. 1•=2o06f' f70 Proposed 1.500 0 Proposed W/F - _t1 gal Septic Reserve l ; 2-Sty Dwelling , (loox) LOT 6 yew 2 u 44,554±SF 1 t � T l D-Bo` -2 10.0 Alin 12.83' i a o to PERC TEST. 11,248 Deck PERFORMED BY SULLIVAN ENO w � � p 12.83• WITNESSED BY* DON DES ARAIS, RS BARNS BON W i Proposed SAS {Ylth DEEP HOLE EVALUATOR: JOHN ObEA O W DEEP HOLE 13 (3) 500 gal Leach = ; Q O PERFORMED BY SULLIVAN ENO PERFORMED BY SULLIVAN ENG. L 1-.____.----_--- 4` ------- Chambers With Y --- �_ Sf49gkLfrQn�_�--J MAR 24 2006 MAR 24 2006 11 41.4• Stone Q DO AT GRADE 38o AT 5RAvE EL. 38U w ----- - u r , a� n 0 LAYER 0 LAYER S86 51'50'E 1 Z B LAYE MA TIER ` S85 54 27"E -------- \` 37.6 ORGAI,6C MATTER 37.5 __,__,-_N.i � � B LAYER f0 YR 4/1S B LAYER 10 YR 1/6 -Q 60-6 ' S•-22' LOAMY SAND 6•-32• - LOAMY SAND 33.3 339.5V Top Of CB/DH C8/DH Fnd N/r - L7 = 3B,B D CI LAYER SSAND6/a MA - Cf LAYER881 3S�a NOm1205u/drier-Ndl. ,c i l ,A�,'I ,/�'�+ r C2 LAYER 29Y 7/3 C2 LACER 2.SY 7 c J �+ SIM I/ j e t ENO GROUNDWATER ENCOUNTEREDANQ VIVO GROUNDWATERUN7EREDA. ( 40' Public Way ) DEEP.HOLE 12 DEEP HOLE #4 PERFORMED BY SULLIVAN ENG. PERFORMED BY SULLIVAN ENG. MAR 24, 2006 MAR 24, 2006 . A l7_ AT GRADE EL Inn N OF - 0 LAYER 0 LAYER ORGAMC MATTER 37.6 0•_ • ORGAW MATTER/i11WS 37A �1PER,, - R LAYER t0 YR 4/6 D LAYER 10 YR 4/6 ' g.M,��U�LLal1 ., ` $•-33• LOAMY SAW 7•-2e• LOAMY SAND 7 li$FS i.29d YJ G1 Z MEDOW Z Y 6/4 ND - CI t�ZUW/4 29.7 OWNER: ZONE: RB FLOOD ZONE, �. dive' Legend: C2 LAYER 25Y 7 ♦ 14S•L —C2 LAYER 25Y 7/J 26.0 ssa L — + sv+D — 26n . 110 MM SANS— Area min. Community Panel No. NfF Norma !. Holder—Nal! (min.) 43,560 SF A. � Catch Basin PERT TEST P.C. Box 154 #250001 0008 D N _ E _RESYAT�a"Lle#c7� xso 36 RM0[T< ,7ao Frontage (min) 20' July 2, 1992 ''���` 0 El CB/DH NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED West Hyannisport, MA 02675 Width (min) 100' © Water. Gate (round) Setbacks: Zones C Utility Pole ASSESSORS REF, s o t 0 OVERLAY DISTRICT: ron P ipe MOP 246, Parcel 082-001 Reor 10' AP Aquifer Protection District As Shown on. Plan Enititled rPlon Revision 10 .16 Z006 .- : New.Bwldln Foot 6ht "Revised Groundwaterl Protection 40 0 20 40 80 160 yPtonR�visiorl._.3 3a ::2G06_ — N.ewti Foo# .r.,ii?t� Overlay Districts' — 'Pril, 1993 :- Buildin' ..pl'rt�rRisvtsf n . 7 .?- +.,{:"'fa ,a+...,,. „•"'c'R. emsNAr• Me .2t 4 .t' +s !• 0 3 '�•9., •006.�,.,.—.�.0 da e�_Tes�_,• ;�. ! , �'w°.'m& �.'•._. �.~ t .Nate ' u a to ,_,..:.._. _. �,. a.. � .,��•.: ,..__. 4 1, ..,.. • .�. •x ,;. «.).'..." ..': -,...ma...:..c• t-....e x, .:....:.... i...... � ., .' .. ,. ^.ffM.a.o "4Nu: w.+. ns.'v.�4.W:i` 4:,r ,,.� y., a ,.,:,:.• .-...,,. ,. ,:. .,. + ,�, +,.+kr:`-4w^•w:w.•t4„"".'a.w „, W,: ':wrew..,,Y-r' .,...•:...r.. :.. w- :. ,e•.,- pT_. ..,'m •..ML-. ,�A..;✓.r'.�.,.......�i.,.e .-..a,�.w.::;:.,,,.«'..,.... .tr.S.,.n.,.,.:iw....4.wa. n Y..7 � ,:. .• -:•. ,...,. ..a: „4 'F'x,,.,•*:C=k«. 'M- -... »we...;.:. ..:,r : «.r .�::+i24,..ri.V M^a.Y•.... ...3...<,+4..�. .,.ls`.JIn,wY.0 ..:,„> � .. •:. .;.. .: .. �' ,_, r, ,, ..,.�.,: .;;, �:..,»:.o.a :,,. P'RE'PARED Tt,�:.. .,.,.<,, ♦.,w y. w..n.. ,,,, �, The: r -.__- ,. o ert hne;/n f r : ,, - 1 .. .,_ ,,,.• _ •:: �;: ;re rzE.-. .,,•� ,M..�«� ,b:», . -,�: .,�.� .P. ... Y. :o mdtlon shown was. 11 _,: T,a:: .. ., � ,• .� 1., _. ..:..,:!,..,�, �.:-,:� ,, pp comp 11 1 from,,,ovorlable. record ;, - ._ N„. _,.,�,a, 'S�te;plalT'Of. . mforrnatran as shown on an Exrstln E"n' i.=--,, -_ .SIJ��IV�l1'E11 In@e =+g o dlt ons Plon_doted'MaF 10, '2006.`' JQSeph;c�:l.ttlCla']K h ..., g , nng, Inc. ;w y -.- `"Y.. Y 7�Parkw Rood P.`0.'Bar.ti59 r ^�+ J �� C-apeS,u r� o Sephc`System N 7?Te fopogrophic information was obtalnedi fromr.an on'=time- round surve - aoaa 9 y 29 Butternut Drive Dsfer.dk uA ozsss OslanQb w oz6ss At 70 TO 16 bey j'{Tay performed by CapeSury on/or between 06/0CT/04 and 08/MAR/06. 16(,oe1 425 33 F=(M)4rs-rls 3.)' The datum used is Approximate Mean SUtt0A MA 0154� Noel.ao-a>,4 i ao» 1. H �... Gis Deportment. Sea Level from Town of Barnstable Mass• IT11B/JG9 aev Does t wAc%rPw Barnstable (w worn Dxe%,�D an `z6007. C-W-/&o" RLN/wr A Te Mar 24;2006 - 40' Design Data NOTES Finish Grade Residential - 4 .Bedrooms 1. Water Supply For This Lot is Municipal Water. No Garboge.yG�inder *** 2. Location of;Utilities Shown air This Plan Are Approx. 3' lvlAx 4.,, IPf Filter At Least 72,.Hours Pr'sor, to An. Excbvotion For This Daily Flow = 116 x 4 = 440 d y w.�. Cam acted Fitt' w Fabric god Prp�ect the Contoctor. Shall Moke th;e Reqguired Septic .Tank: Notification to Dig .Safe `(1-888'-344-=7233) _...�..,. 1/8" 112" Design flow: 440.� gpd x 200q = 880 pd 2 ' a,a 3. The Contr"actor is Required to Secure Appropriate _- Pea Stone g Permits From Town Agencies For Construction Use 1,500 gallon H-20 Septic Tank Defined by This Plan. O a ® 0 mi 4. Install H-20 Risers with Cl rims and covers to Finished 3 1 7 a a M1 O Leaching Area: grade if subject to vehicular traffic. In all other areas ' Install H-20 Risers/Covers to Within 6" of Finished Grade. 2' 0 0 440 GPD 0.74 595 .SF Required 5. All Structures Buried >= Three Feet or Subject 0 0 314" - 1 1/2" Sidewall = 185 SF 2x(12.83'+33.5')x2 to Vehicular Traffic to be H-20 Loading. Double Washed Bottom Area = 430 SF (12.83X33.5) 6. Septic System to be Installed in Accordance With Stone 615 SF Total Provided 310 CMR 15.00 Latest Revision and the Town of 4'-10' i Barnstable Board of Health Regulations. Leeching Oharrmber Design: /. All Piping to be Sch. 40 PVC. 12'-10' All 7es to be Schedule 40. 8. Wherever Sewer Lines Must Cross Water Supply Use )-500 Gal. Leaching Chambers Lines, Both Pipes Shall Be Constructed of Class 150 CROSS SECTION OF CHAMBER In a Washed Stone Field as Shown. Pressure Pipe And Shall Be Pressure Tested To Assure Watertightness. NOT TO SCALE Check: (615 x D.74) = 455 gal -- (OK) 9. This septic system was designed with no domestic garbage grinder. F FF EL. 38.5' F.G. EL. 37.5' See Note 4 (typ.) See Note 4 t ) F.G. EL. 37.60' See Note 4 (typ.) !:'"+r ••.'z:. -S:•it'�.•-:i,: .:. S:'i`.: Filter Fabric -� ,•; / Top El. 34.60' (Min.) =` to' �s' `z OOOOO � 34.9 " �� -• 1,500 Gal EL. 33.98' L 33.60' 00000 Septic Tank 'Gas E O O O ® O H-20 Baffle D—B;ox Flow Equilizers O C G C H-20 _ Bot. El. 31.60' Leach Chambers ?� (3) 500 gallon Bedding, "T"s, "U"s, H-20 (aFOUNDATION & Baffels o BY as F'er Title 5 If Encountered.Remove & Replace N OTHERS All Unsuitable Soils Within 5' of ui 10' The -NrPeri meter of The System Min. PEM Test Hole 2&4 El. 6.0' 20' - SULLIVAN No water Min. E.M.2975 PROPOSED SEPTIC SYSTEM PROFILE CIVIL Plan Revision: 10 16 2006 - New Building Foot rin NOT TO SCALE G -Groundwater ® El. 10.00' Per T.O.B. Maps Plan Revision: 3/31/2006 - New Building Footprint �L s Plan Revision: J12912006 - Update Test Hole Doto4o � TITLE: Site Plan Of PREPARED BY: Sullivan Engineering, Inc. PREPARED FOR: � Proposed Septic System P.D.Box 659 � Joseph & Linda Murphy DATE: MAR 24, 2006 m At 70 Tobey Way osterville,MA 02655 .29 Butternut Drive SCALE: As Noted N Barnstable, (W. Hyannisport) Massa 'eL�5°8'428- 44F�x«o8'43"5 Sutton, MA 01540 PSuIIPEsaolcom I PROJECT # 6007 ," 71L tlOc R-ApC�V v41 T It �e lit — — _ i — -- i tti 8 1'L S bt lh1 Cr l.r S - � ------—___—_-:- - to Y. 1� i „Qc --- �� ' I — -- — N,L1�- SylJP2 2 Qcs/�PNt2 jib no. (vZ'S ' vY�T//yQNM.I'PO/L� /r/q dat 914 07 GUY MESSIER RESIDENTIAL DESIGN sheet 1 �. ' _. 978.664-0761 148 Park Street 0 Rt.62 0 North Reading,MA 01864 look-o" lo 71 - PAT10 o �;I�LINC. - u d in ts - I \ 1ALo' I 1,\TNTS 7jL(p� �O 84 mil\ i I _ �i1�C+l. u�w, --yN- I �l 9V.— -J i 9 an J t'l Y(AA GIF 0 "V ti Xzti T fn - -_. 5�0` + 1114 M rIN CILO. -9 \ � ��klc."�vt cam ovEP-� rl P ' 0. u�4 1 �` :• tit." i9 y6�C.,o - -�- RAtJ1tu{ ��. -t.1L .�r o 0 b udERE ir �� 5�1� Lu 1 s9 a �l IF 1-• 1(._ ,9 �} Y` fd•. 4 �, e _ p _ r or VAT)zy J V. 4 f m o 6 s —r 19 r L 11 1�Ou ltil�� y� I I1� oq ` - 1-L 1'Z 1�NT1 7L� ,`oll �O`^CLu CJ`'Go� W9P O ITi L 1 1` -- N u —�• ,��r er r�fr � 011MiOM •. (o�� '0L4Y er\t��� 10IIb/no. ae 04101 GUY MESSIER RESIDENTIAL DESIGN eneel .: c-T VEToG--O 978.664.0161 148 Park Street 0 Rt.62•North Reading,MA 01864 t) • to©�o� v.is.. . J �/ �YArl�1l..::ts p..lr�i.. - . �e � U �•-a,�• z,\ —- T¢•60 0®-E -\V�LGtc1 ... _ C ? 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GUY MESSIER RESIDENTIAL DESIGN i 978.664-0161 148 Park Street 0 Rt.62 a North Reading,MA 01864 t Q S P H A S I 8 8 Qv��, EM FM tw�5 - _. _ - eomo ---- �_—� 4-0 -- —11IL t --=CLwtr+EVEcIc� I r _ rL � 0 OPTDNP L•luf:-.:)- -- t v •e- i/ u.�_.o'.__ -_-.-__ — Eon-�E J�ss7��Al u-11-rc--�'( owv 000y mwtv 9c�aY- FN•�W. — lob no. -4- I62�i a.. 9W O GUY MESSIER RESIDENTIAL DESIGN 'heel 148 Pork Street•Rt.62•North Reodin MA 01864 ' 978-664-Olbl 9• � • ,uv�vsT•-C <r �v.wUv�Fs�+T 1.xlo tD!F«e-s Ib� YL —1 8 � a� At FAsr.•kW ;ry L rV \r arca V;lhare �° S.Cs"ea�v�'(YP� X vN Wc'lJ.- w,,�•� Flrti LZ�4 J `j-o EI✓.�-�t.N t7 SkJ'ELSj1}1 t ,+ 1'4 •k No'[P''• r.4• S7�JrL�FiE /`NF+E bTLIG f'l•O' I� St�¢�iuEt�.E'eD tx4s - - — ��Qµ — �9N uAwe _ — lo-Lori,--Lc.r�.�, wKle 3olnti t� e.�.nL:wc_ _ _ tK1GC�sr-tA ."140�'sSP• .�i5^+oN • e""n _ .i ll.. Fu~6�V-4 to-.. .a.G• ,�`"Lt\eZAfjLrP� •ri4s1�e.c. NL �yD M•t �11r9s�1(� �.,{slK:G6lr., �_ti L a"x16"w1�E,M vaTii kk- Sp \ ....iP l5C lx6fWG'><F `WGILti — � J kTTW- .L .1 �i1e�tF7i- tv" a e0 IdLIeIGL.e Iol.�yN toLlolfe ca" u��' 'Y H r N �_�- o� 2.\-0" -` �+► — - -4mw+ -r-�°c�v:—��vlraa-•ram- �o ws �o•Mllyr-�.--wlsutEc+ 4#t45-"W0'i sZs,v S _ a e� smw (6o4t v�P y ��� a _..-"...__..._.... •i,Kt-y lml'.-c9 1-Lµo.t. tixri-a �P _ 2riw .bLsti�s 1eo. o:G. - o•fi+aDFi _ N D31:tSFf.M, � IgwtnNc. �tr v o /WvL1' GBN4 gs2:rctouwi. 0 " ' (,mt•{G."t'a, _ Epp cAH4 '(d+t?,L.>rLY{C- frf Mµ11 d� Gr l'Oldl kyW/siB+tS?lT '� i�RLoc:Evex+T , - )•��'WWty� �''s(/t'Kl}°1.VL - • J�a-L"OJ. k�rOl�S>�i�' . / � tXtvepl�xlo =� _�-Pw.c211 C)C^ieNtxlo ENGINEERED BEAM SCHEDULE N1625 106-07 BEAM SPAN L DEAD LOAD LIVE LOAD MOMENT SHEAR DEFLECTION DEFLECTION ` .tn64. 'ei01 s ®� (FT) DL(PLF) LL(PLF) STRESS STRESSSS D(INCH) L/D K.U411:u6ei (Psi) (Psp '�laaL.LlM �.,ti33utrsr� 0.646 316 Roof Rafter 2 X 30 Q 16" 17 7 38 960 43 9 ��i!tAi O.C. o _ Gore a Beams 2 l6"LVL 23.5 _ 105 210 1823 92 0.944 299 Basement Beams 3 11 718"LVL 7.68 - "0 960 1 1009 97 0.075 1229 Prepared by: DENCO ENGINEERING,148 Park Street,No.Reeding,MA 01864 _ Phone:978.664.6733 Fax:978.644.9233 'lro�"O-.G. :=�vtvt'cPa--BW¢•M-- ,s�, uwn�f�`i . . .. 4cLIUr� 1' tON►lL 'Aw ,x lee °. t ..�pAr-.eFiY�'C7Fi0'�te�+�.• - 1 o GUY MESSIER RESIDENTIAL DESIGN Ghee, 978 664 0161 148 Park Street a Rt.62•North Reading,MA 01864 I, �� ttt-Do - - - - t _ q _ — — — �. 1 7, IV J� Hill I _ _.. oc - LiLEIZElbrrG= f2h t�C1_F1LA1 — �5 - f= Q>r - - -.1;•Lrt-putt..__. «_.:_ 24Lo u. I -t-��-�° �4L*m . .� o� �Al l i�1 CrI,A 1� v�U -WIT, 2c1`d)%k �2wio�Aa�\�:e�. ki ol \ 4r•tnb: 'I.XWlioty .. �U I 6✓J.. I ��. " eIPGl6 x \ Z X 61 t lLvc 1 it rr A AM - t _ \ 016 Nil .1 Ll i � -- 1 � I ` n . J� E�PI'J- J l` dal i GUY MESSIER RESIDENTIAL DESIGN shoat j"_ 978.664.0161 148 Park Street 0 Rt.62••North Reading,MA 01864 780 CbIIt TABLE 56o2J(1) 78o CMA TABLE 5602.34)-continued FAS7ENF.R SCHEDULE FOR STRUCTURAL MEIvtOERS FASTEt®t SCLWUL.B FOR STRUCTUWLL MERffiRES ���AND SPACING OF FASTENERS I TPPEOF D6SCS�Q ZRIALS DAI DESCRIPTION OF FASI'&•11Bltte"' o0ndw) O�po DESCRIPTION OF gI11LDING nr.aaseanc FASTENER- SPACING OP FASTENBRS (hher � �8d Wood @nehval eab0oor roofand wall tdatudda toand 'debeft rnlrb to hamtu mist to sill or ' er,me nail - /rs•_45' 6d car®am nail(subfloor,wall) (� . •z 6'sub0oor or Its;to each joist,face nail 2 staples,d lit• Sd mm�on mama too s 6 IT V I ROOF CONST�!•ICTION 'sub0oorto'oittor 's/a' t' 8dcommonnail 6 12s u] T- # girder,blind and face nail 2-16d - 1 h'-1S4" 10d common nail or 8d defonatd nail 6 12 J 23i ORGANICASPHALf5HINGI.ESON ole latetojoistorbloc)da.face nail 16d 16•o.c. Othv wall m / 15#A5PHALfIMPREGNATEDFELfON I'mioist or sole laeto said,end ush 2-16d - W regular cellulosic 1"galvanised nediegnail comma 3 6 n / 5/8"f965fRUCTUDL PLYWGOD SHEATHING(5EE NAILING SCHEDULE)ON to Sol. lam we nail 3-9dor2-16d - 6berboardshwhin am b16 ts�l® L 1 i 2X 10 IZAPT IZ5 W/5EI5MIC/FlURRICANE CLIPS 51MP50N 51RONG-TIE ble studs,face nail 10d 2,4'o.c. W structural cellulosic 1%•gsivenved roofing nail 8d common 3 6 \ / H'2 OR N-2.5 W/8d X 1.5"NAIL S @ I PER RAFTER ble top item.tact coil IQd 24•o.c. 6bemboard shearhin mil k16 t/51oa ` ' -I"PROPER VEW late to joist or blocida at braced wall panels 3-16d 16"o.c. /a emuchxal allmlosic 1%g"l fxed roofing m atl 8d common 3 6 c ble b lair,miaimtm 24-incb offset of end joints,face fiberboard sheathingsir 16 lit tan f f� R-�OPACEDFIBERGLA55IN,ULAf10N(R-38OVERCEILINGJ015f5) ppto lapped area t S.16d 46'gypaamsheatbmg ]44'galvamireditexil:6dcommmon 4 82 X 10 CEILING J015T5 @ 16"O.C. ldo betwan'ou s or reRas b b toe nee l 33d roil ample gelvanfred,1%long.19I X 3 STRAPPING sinewwtrtS'oist b b Inb,roe call 8d 6'o.c. "gypsum sheathing 1%•Satwa0ired coot}ng nail:8d mmraoe 41/2"GYPSUMWALLBOARDCEILING lates,lasatcataerzandiotersecdoos•faces" 2a0d - naillstaplegalvan�d.I4b"long:l%• t-u header,two lass with Vi' der 16d 16'ox:.alongencb edge W or Stlnued header•two ieces l6d 16'e.c.aloe each edge Wood structural n maddmtloa ambemr mde+la ttotkam(n EAW CON5MC11ON TO MATCH L1511NG STYI E w•and Isar 6a deformed m0 or ad rwmmon mil 6 1z a oists to late,toe nail 3•8d - 1I X 8 FASCIA BOARD inuom header b stud•toe nail 4.8d - %'-1• Bd mr®oa call a Bd defarmcd mail 6 12 `fI X 12 5OFFIf BOARD W/VENTING CONTINUOUS n 'oist,la s over artitions,face nail 3.10d - lh•-FA• l0d common rm8 a 8d deformed nail 612I X 8 FRIEZE BOARD m lel rafters•face oa8 3-10d - For SL•I inch-25.4 rmq 1 Iter-304.8 mm•I mileperhom=1.6091tum C) J I XOUARIER ROUND b late.we nail bl6d - a.AD na)lsam®ooth-mmmnon,box ordeformed shaalm except where otherwise smtrd.Nails used for!coming and W ..•. 2 X 4 FRIEZE NALERS @ 52"OC - sheeshingmmteedomahaubave.+.�•:_•••••avaagebead'asgyieWmimgdisasahowm:90hi(551Mpe)forsham1- ,�(1 - °brace to each stud and plate,face mil 2 7 ed I)t" - diameter of 0.192 inch(20d common oei0.90 tai(620 RP*)fin sblnk dla..,.- larger than 0.142 inch but not `5 W THRll WALL ASPHA f PAPER/COPPER FLASHING OVER 2-Sd - larger than 0.177 inch,and IOD tsi(6E9 MPs)for shank diaracm of 0.142 inch or less. 7 ` a 3"X!,1/2"X 1/4"STEEL LINTEL 'x 6'sbewhmg to each hearing.face nail 2, I 1 A' - b.Staples are 16 gage wire and ham a mlmirmu m 7/r finch on diameter crown width a Nails shall be spaced at not more than Nix inches m aster at all supports where span are 48 inches a greater. f () . --- ._._.._ 'x 8'sheorhing ro each bearing.face mil 2.8d = d.Four-foot-by-eight-foot or lbm-foot-by-nme-foot panels shall be applied vertically. 3 la.!iY e.Spacing of farmers not included in this table theE be based m 780 C1�02 Table 56aL3(2). ider than I"x 8•sheathing b each bearing•face nail 4 3'_d t%• - I.For regiom having basic wind speed of 110mpb orgrrmter,8d deformed mails shall be used for am aching plywood endwoodeauemaelpaul roofsheathmgm ftm®mgwithio minirrme,194achdismnafrorn pblemd wells,ifinean I uilt-u comer starts lod 24"ex. roof height is more lhao 25 feet,cep b 35 fat��•^•,^• p G era il Nail each layer a follows:32• �-'" • g.For region having battle wind speed of 100 mph or less•nails for emchmg wood structural panel roof sheathing os.at by and bottom and uiltimp girders and berm.2-inch lumber layers lOd cmggered.Two nails at ends to gable end wall Framing&hall be spaced six incMs oo center.Whin basic wind speed is greater them 100 mph, nails forattaehingpanel roof sheathing to mtermdmmsupporm shell be spared six inches on center for minim and m each Em 48-inch distance from ridges,eaves and gable and walls:and fora inches ou center to gable end well framing. • " Imts - 2a6d At each hearing h,Gytu�sheathing sball mnrarm toASFM C 79 and shall be installed in aemrdmm with CIA 253.Fiberboard WALL CONS'�:CT ION = of rafters to ridge•valley or hip ratters:to nail 4-16d. - shealhin shall conform to athmAHA 194.1 or ASTM C 208. = 4"FACE BRICK VENEER w/ ace mil 316d - . L Spacing of fasteners eat floor shmthiag peal edges applies to panel edges supported by framing members and at . Il (- I"x 8"COCdd)GATED GALVANIZED 11E5 @ NOf MORE MAN 24"SPACING r ties to ratters,fan 3 8d - all Door pahaeters only.Spacing of fmznets on mof sheathing p®el edges applies to panel edges supported by li VERTICALLY AND @ NOf MORE THAN 36"SPACING HORIZOWALLY tr®mg7n=bmmda&Drmfplme�.BBllocidugmoo roofor torshea ngpanelploor roar to the Fr®ng members shall not betiedy 1 X4 PLATE'DOUBLED perir®ter shall be supported by hsming rerabera ormlid blccidng adjacent plan- I L s 15#ASPHA.f IfJIPREGNAIED FELT ON � � t I 1/2"EXTERIOR GRADE STRUCTURAL PLYWOOD SHEATHING(5EE NAILING SCHEDULE)ON j Z 2 X 4 WOOD 5TUD5(CONSTRUCTION GRADE OR BETTER) @ I6"O.C. 1/2" R-13 PAPER-FACED( I Perm min.)FIDERtALA55IN5ULAT10N WINDOW SCHEDULE----_-- GYPSUM WALLBOARD or BLUEBOARD AND GYPSUM PLASTER 2 X 4 WALL SHOE d �e Window Unit Total` Cc mental Y �T Name Assembly Type Quantity Width x Haight Area Area U-Factor SHGC Description s,1 t.:� FINISH FLOORING 1 WDH3052 Wood Frame,Double Pane with Low-E 6 3'-2" VT 17.15 102.90 82 0.330 0.290 R.O. T-2 1118"x V 4 7/8" mV 2 WOH2846 Wood Frame Double Pane with Low-E 2 2•-9" 4'-9" 13.06 26.1282 0.330 0.290 R.O.=2'•101/8'x4'-87/S" FINISH FLOORING(f0 BE DECIDEb) 1�l ' 3 W DH2046 Wood Framer,Double Pane with Low-E 2 2'-2" 4'-9" 10.29 20.SB fl2 0.330 0.290 R.O.-2'-21/B"x 4'-8 7I8' 3/4"fgG 5TRLICTURAI.PLYWOOD SUDFLOORING(5EE NAILING SCHEDULE)ON 4 WDH2852 Wood Framer,Double Pane with Low-E 1 2'-10" 5'4T 15.35 16.35 82 0.330 0.290 R.O.=2'-10118'z 5'4 7/8" w 2 X IO FLOOR JOISTS `• 5 CN335 Wood Frame Double Pane with Law-E 1 5'-1" 3'-5" 17.37 17.37 82 0.310 0.310 R.O.=Y-5 3/8"x 5'-1 3/8" R-19 MINIMUM PAPER'FACED(UP)FIBERGLA55 GATT INSULATION 6 CN34 Wood Frame Double Pane with Low-E 1 5'-l' 4'-0" 20.33 20.33 U 0.310 0.310 R.O.=5A 3/8"x 4'-0 12" T P� a1Lsm EXPANDED FOAM MORTAR STOP 7 CW35 Wood Frame Double Pane with Low-E 2 7'-1" 5-a'' " 35.42 70.84 ft2 0.310 0.310 R.O.-T-1 1/8"x V-0 3/8" .� _ 8 C15 Wood Frame,Double Pane with Low-E 2 2'-0" V-V 10.00 2D.00 S2 0.310 0.310 R.O.=2'-0 5/8"x 5'-0 3/8" 5A5H CORD WEEPS fWOUCAH BOrfOM VERTICAL JOINTS 9 P3550 Wood Frame,Double Pane with Low.E 1 3'6 5'-0 17.50 17.50 R2 0.310 0.300 R.0=3'S Slit"z 5'-0 3/B" - MRU-WALL ASPHALf PAPER/COPPER FLASHING 1 / e FOUNDATION CONSIRUC11ON DOOR SCHEDULE 5 / -- - ----- - - 2 X 6 P f 51LL DOUDLED 0Q - 51LL SEALER'NON CELLULOSE CONTINUOUS COMPM55IME FOAM 13 ANC}10R BOLTS'5/8"VIA.X 14"GALVANIZED STEEL @ 6' O"MAX.SPACING Name Type Door Assembly QuantBy Width z Unit Total Commenta/Height = Area Area U•Fector SHGC Description lj� w 6"'12"FROM CORNER OR ENDS 1 3068 6 panel Ext. Solid 1 3'-0" 1 S'-8" 20.00 20.00 82 0.260 Screen w/Storm inserts U amdv - - -- - fOP OF WALL REINFORCING-5-#4 REBARS-CONTINUOUS 2 FWG 8D611L Glass 2 V-0' S'-11" 55.33 110.66 S2 0.280 R.O.=8'-0"x5-11" Z -- - - 12"POURED CONCRETE fOUNDA11ON WALL w/4"BRICK SHELF-DROPPED 6" 3 FWSL i3611 Glass 2 1'3' 6.11" 8.65 17.30 82 0.280 R.O.=1'3 12"x VA V ' 4 FWH 29611 AL Glass 1 7-8" 6'-11" 18.44 18.44 tt2 0.280 0.430 R.O.=2'-9°x6.11' (1\l ISOLATED COLUMN FOOTINGS(30"X 30"X 12") OF POURED CONCRETE 5 FWT 60110 Glass 1 5'-0" ran' 11.OD 11.00 fl2 0.280 R.O.=64y x r-31/I' REINFORCED w/6-#4 REBARS-TWO WAYS 6 FWH 60611APL Glass 1 6'-0" S'-11" 41.50 41.50 82 0.280 R.O.-6'-0'X V-11" 7 2868 91-t Ext Solid 1 21-8" 6-8" 17.78 17J8 S2 0.440 Garage access --- - 4"POURED CONMTE SLAD W/6 X 6-W 2.9 X W 2.9 E' FWG 60611 L Glass 1 6'-0" 6'-11" 41.50 41.50 82 0.280 0.430 R.O.-6-0"x6'-11" WELDED,WIRE MESH REINFORCjNG-CONfINUOU5 m 9 2861i Flush rated Solid 1 2'8" 6'8" 17.78 17.78 if2 0.440 R.O.=2-10"x 6'-9"rated 45 min. -_ 29"X 12"POURED CONCRETE FOOTING REINFORCED Z 9" W/2-#4 REBARS-CONTINUOUS 1Ypick WALL 19 tf . - - ...r all Z MJSit -5 d -2,cc•L • G rn a Z 8