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HomeMy WebLinkAbout0010 STARBOARD LANE - Health 10 Starboard Lane Osterville F/R , 0 ° 6 x _ o.. P • ° 1 ° c •' e a '. n V a s Wy P ° Y n A ° 0 r _ i ^ _ r . • � y , ° d x m a ° �P n e A ° d a v _ a = p ° .r n ° o r ' y �- n d•. ^ ,k � _. ,. k f FO k � �' w n,f 3, 9 5. n, ,• ., ,9 i. �n ., . y n a u a n m ry � u n v i i + , r 0 ° p , . a ° ° J ° . Y > e 4 _. . .. .. n .. a. ate... '. � o ° a•�b. . 0 ' a: ,' a .r '- i.. ,- �',�• k.; o � d ° w q ,a, .b Q n u n . M n o' a ° ° . v p > ° r e . P . „ i r ' LOCATION _ S C E PERMIT NO. j VILLAGE 's k IN�S-T.#'LLER'S NAME i ADDRESS R U i L DE R OR OWNER DATE PERMIT ISSUED 22 DATE ccolm PIIANCE ISSUED = � , r �' i� * sr'.,\4 � �, Fmc ........... No......... .... ...... THE COMMONWEALTH OF MASSACHUSETTS 3s AP o BOARD OF HEALTH ',A-RCEL ............. ...................OF............... ........................................................................ R, 1 OT �$Avpftratiou for Bhqpoiial Workii Tomitrurtion amit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: 0-,5 t)4Q V I L W_k 40-7 .......................... ............................................................................................ Loc ',n-A or Lot No. ... ....... ........ .................................................................................................. -&� !................. Installer Address 41 Type of Building Size Lot-4----77 6.40.0...Sq. feet U e Grinder Dwelling—No. of Bedrooms.__...._ Expansion Attic Ga,919 Other—Type of Building ............................ No. of persons........r----------_----- Showers Cafeteria Otherfixtures ....................................................................................................................................................... Design Flow............... ....................gallons per,person per day. Total daily flow_ -2--2— 4:7� ................gallons. ------------------------- 9 Septic Tank—Liquid capacity/C-IPPgallons Length................ Width-_______________ Diameter-_______:__-___- Depth----------_---- Disposal Trench—No- -------------------- Widt Total Length ... Total leaching area .......sq. ft. 4 below inlet_.__( Total Seepage Pit No_____________________ Diameter......_.._...__...__ Depth b leaching ar;;_l-4--_7;�.sq. ft. Z Other Distribution box ( ) Dosin nk Percolation Test Results Performed ....... Date---- $-� Ats/ -------- Test Pit No. 1 Depth of Test Pit'__ ___.__________­ Depth t -...rwa AV.'5..........minutes per inch0 groun ter. - ----- Test Pit No. 2. .............minutes per inch Depth of Test Pit__-_--_-_-____-_-- Depth to ground water...___...............__. ---------- 0 ..... ...... -------------- ------------------------------------------------------------------------- .............Description of Soil.. ......�t ....... ........................................................................... U ......................................................................................................................................7--------------------------------------------------------------­­ ............... ----------------------------------------_-----------------------------------------------------------------------------------------------------------................................. U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------........... ..................................I..................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTLE 5 of the State Sanitary Code—The undersigned further agrees not ot to place the system in operation until a Certificate of Compliance has b n iss by the of hea 2 Sign ............ .... ........................................... /A... Date —1_,_V. - .. �Y Application Approved By.....!_ 07,.--.7 .... ....... ........ ..................... .-;t 2- ---------------- .............. Date Application Disapproved for the following reasons:................................................................................................................ ....................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date No........... ............ ..� .. Fmc..........................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH --------- -- --------.........OF................................................................. - ApplirFation for Diiposaal Vorkg Towitror#ion rvorutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at !C� J ,�} � ?..' ! .- ....'.�`�!L/�---- ----------- --------'G �"'.-------` _. . ....................................................-----•...... ......... Lo on A or Lot No. *Aj ............................................. -----------------------•------.....--_.....--••-............ ----•---........---......... aR...l t /l 1 .Address ---•---•.............•- Installer Address Q Type of Building Size Lot_ &q.Sq. feet U �-, Dwelling—No. of Bedrooms......:.....................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ................ No. of ersons__..._ __................ Showers — Cafeteria a YP g ------------- P ( ) ( ) Other fixtur Q . -------------------••••--•---- Design Flow � _gallons per person per day. Total daily flow ............................................gallons. W Septic Tank—Liquid capacity./Q allons Length................ Width.t----.._________ Diameter_--.-______-____ Depth................ x Disposal Trench—No..................... Widt -______........... Total Length----- ...._.____. Total leaching area.____.__�.r,__ sq. ft. i Seepage Pit No..................... Diameter____::_:.__..._..... Depth below inlet.._............. Total leaching areal_- !�' -sq. ft. f z Other Distribution box ( DosinW��,mde�Za-c Percolation Test Resins Performed by. � ... t--- -_-_--- ... / d' U Date-,-- ,� Test Pit No. i..... ...:....minutes per inch Depth of Test Pit...................._._.__....... Depth to ground water-.--------_ � _---- (X, Test Pit No. 2._f.........minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Soi l.. S f on o i pti escr D f' b ..... ............................................................. - ! t .... . --- ...............- ------- -------- U •----•---•--•••-•--•--•-•-•-•----••••--•-•-•---------•-------•---•••----•-------•--•.........-•-•••-•--...-•--•--••--•-•---••-••----•-------••....•---•---------•-•----------•--....-----•.............. UW ---------------------------------------------------------------------------- -------------------------------- --------------------------------------•--------------=-----------•--•-•=•----------.---•-- Nature of Repairs or Alterations—Answer when applicable._:_--________________________•-___.....__.___.__._.......____ ............................ -------•---------------------------------------------------------------------------------------------s•-••- Agreement: i; The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE, p 5 of the State Sanitary de—The unclersi ned further agrees not to place the system in operation until a Certificate of Compliance has be is by t e, of hea . � /� I Signed .•-•-- A Application Approved B ................. a .Z Date PP PP Y f...4Z_0 ------ .. ..�-----••---•-•---�-------- Date Application Disapproved for the following reasons:-----••----•-••-••---------•------•---------------------••••------=------------•--•--•-•---•--•--•-•-----••--- ..................•------...-••---...-••--•••-•••••--...------------•---•---•----------•-•...•-•-----•--- ------------------ Date PermitNo..................---•-••............................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF"�HEALJ "'"" ' • ...OF....... Tntifiratr of Toutpliana THIS IS TO CERTIFY, That the Individual Sewage,Disposal System constructed ( ) or Repaired ( ) by ler .._ Instal at...... mf . - has been installed in accordance with the provisions of T ,i,_ r of The State Sanitary Coe as desc ib din the application for Disposal Works Construction Permit No___ __ ________---; dated r� .2..- -- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE.THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.........................................•-•--------•---•--••-----••-•-•--_..... Inspector........................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OX HEALTki ......... .. .. .. ' i !..................----..............::. ...�:'ilk;.........OF.- ...,..,� No...........��T...�._ FEE..._` ..- ' �i���as�t1 ork� �oat�� ion rruti� Permission s hereby granted--`-"------------------------------•--------------------------- ------- = ---------------, ----------...----- to Construct or epair (/ ) Indivl Sewage Di alf ystem at No.... �A... /�............. �`.� �------....- �- ......�t...N.C..... .......... Street as shown on the application for Disposal '",Torks Construction P. N ... Dated.._.f................................... DATE-- ---7~ ... '�— -- 00e . ........ Board of Hea FORM 1255 HOBBS & WARREN—INC.. PUBLISHERS z 4 G-E PE RMIT NO. LOCATION VILLAGE INSTALLER'S NAME is A'D`ORESS` 1 0 U:I L D E R OR OWN ER D A T E PER M I T I Sl V- ,D,. /c. .22 r r v E'D DATE COMPLIANCE -\ COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS C DEPARTMENT OF ENVIRONMENTAL PROTECTION t <tl TITLE 5 OFFICIAL INSPECTION FORM—.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: _^� Owner's Name: C� ���X//bD NO Owner's Address: Tpk �2 "A 9A' Date of Inspection: Fq�T6,q 100 Name of Inspector• (please print) - 23 Q�C�rv7 y�FA�ge�_ Company Nam �4Q Mailing Address: MAP "A GoCn PARCEL. Telephone Number: LOT CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.,I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000), The system: asses Conditionally Passes Needs Further Evaluation by the Local.Approving Authority Fails Inspector's.Signature: Date: r"/ The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a.shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP..The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at.the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform,in the future under the same or different conditions of use. Title 5 Inspection Form. 6/15/20.00 page 1 y Page 2 of l l OFFICIAL. INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: A Own err, ' Date of Inspection:. W CD Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I:have not found any information-which indicates that any of the failure criteria described in 310 CMR 15.303 or in 3.10 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: . B. System Conditionally Passes: � .^One or more-system components as described in the"Conditional Pass"section need to be replaced or repaired. The s stem u on com letion of the replacement or repair; as approved b the Board of Health will pass. P �.....�.y �_P P P P Pp Y • T%.. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined".please explain. ✓." The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltratiori or.tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level:in the distribution box due to broken or obstructed pipe(s)or due to a,broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than'4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 r- Page 3 of I I OFFICIAL INSPECTION FORM -.N.OT FOR.VOLUN'TARY.ASSESSMENTS SUB SURFACE.SEWAGEDISPOSAL SYSTEM INSPECTION FORM .PART A CERTIFICATION(continued) Property Address: e&Lkjamp A ' Owner: Date of Inspection: H&Aa C. Further Evaluation is Required by the Board.of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system- is failing to protect public health, safety or the environment. 1. _System will pass unless Board of Health determines in-accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2: System will fail unless the Board of Health (and Public Water Supplier,if any).determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a. surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. The system has a septic tank and.SAS.and the SAS is within 50 feet of a-private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **.This system passes if the well water analysis,performed at a D.EP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from.that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no-other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: j 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner,• Date of Inspection: C000 A System_Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No/ t/ Backup of sewage into facility or system component due to,overloaded or clogged SAS or cesspool _ :Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or J clogged SAS or cesspool ./ Static liquid level in the distribution box above outlet invert due to,an overloaded or clogged SAS or l cesspool. _ V Liquid depth in cesspool is less than 6"below invert or available volume is less than!/z day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. i/ Any portion of cesspool or privy is within 100 feet of.a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is within_a Zone l of a public well. /Any portion of a cesspool or privy is within 50 feet of d.private water supply well. _ _l,/ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the'presence of ammonia nitrogen.and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure.criteria A. are triggered. A copy of the analysis must be attached to this form.] ✓"�(Yes/No)The system fails. I have determined that one or more ofthe above failure criteria exist as described in 310 CMR 15.303,therefore.the system fails. The system owner should contact the Board of Health to-determine what will be necessary to correct the failure. y .E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10;000 gpd-to 15,000 gPd• You.must indicate either"yes"or"no"to each of the following: (The following criteria to large systems in addition to the criteria above) yes no _ the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any questibn in Section E the system is considered a significant threat, or answered "yes" in Section D above the large,system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of II OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner: Date of Inspection: oZ Check if the following have been done.You must indicate"yes"or"no'as to each of the following: Yes No _ Pumping.information.was provided by the owner, occupant,.or Board of Health _Were any of the system components pumped out in the previous two weeks ? _iZ-_ Has the system received normal flows in the previous two week period ? _ZHave large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up V _ Was the site inspected.for signs of break.out? _ Were all system components,excluding the SAS, located on site? . / _ Were the septic.tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions, depth of liquid, depth.of sludge and depth of scum? Was the facility owner(and occupants if different from.owner)provided with information on the proper maintenance.of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no _7_ Existing information. For example, a plan.at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of l I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: /0 Owner::/ �X _ Date of Inspection: FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): .DESIGN flow based on 310 CMR 15.203 (for example: 1 1.0 gpd x#of bedrooms): Number of current residents: Does residence have,a garbage grinder(yes or no / Is laundry on a separate sewage system (yes or no): . [if yes separate inspection required] Laundry system inspected(yes or no)�_ - Seasonal use:(yes or no):. Water meter readings, if available(last 2 years usage(gpd)):d� �l` Sump pump(yes or'n Last date of occupancy: COMMERCIAL/INDUSTRIAL V/W Type of establishment: . Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system (yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: - Was system pumped as.part of the i spection(yes or ) If yes, volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYFE OF SYSTEM Septic tank, distribution box,soil absorption system _Single cesspool _Overflow cesspool _.Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) , _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank -Attach a copy'of the DEP approval _Other(describe): proximate ae,e of all eompon. nts, date 'nstalled if known)and ource of information: Were sewage odors detected when arriving at the site(yes or n 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION�� (continued) Property Address: AJ � Owner: Date of Inspection: a BUILDING SEWER(locate on site plan) Depth below.grade: Materials of construction:_cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage, etc.): SEPTIC TANK: (locate on site plan) . Depth below grade:(A Material of construction: ✓oncrete_metal fiberglass_polyethylene _other(explain). If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 5��S' Sludge depth: Distance from top of sludge to bottom of outlet tee.or baffle: Scum thickness: _ Distance from top of scum to top of outlet tee or baffle: 2 i Distance from bottom of scum to bottom of outlet tee or ba fle: /l How were dimensions determined Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid,levels s related to outlet invert vidence of lea ge, etc "op GREASE T AP (locate on site plan) Depth below grade.:_ Material of construction:_concrete metal—fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): I 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: / Owner: Date of Inspection: a TIGHT or HOLDING TALI (tank must be pumped at.time of inspection)(locate on site plan) Depth below grade: �� Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions:' . Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX:Zofpresent must be opened)(locate on site plan) Depth of liquid level above outlet invert O Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of akage into Oro t ofbox tc.): qt HAMBER: locate on site plan) � ��� PUMP C p. ) Pumps in working order(yes or no): Alarms in working order(yes,or no): Comments(note condition of pump chamber., condition of pumps and appurtenances,etc.): 8 I f Page 9 of 1 I • OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM PART C SYSTEM INFORMATION(continued) Property Address: /D Owner:`-�� p Date of Inspection: c� C?C� SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) if SAS not located explain why: Type aching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches, number, length: leaching fields,number, dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of pondin-g,damp soil,condition of vegetation, tc.): 1 u CESSPOOLS: (cesspool,must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth'—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation;etc_)`::'_ PRIVY-' (locate on site plan) Materials.of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): l 9 Page 10 of 1 I OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM:INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: o %� P y Owner: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. �a a 10 Page 11 of.11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner• Date of Inspection: / �..a SITE EXAM Slope Surface water Check cellar Shallow wells Estimated.depth to ground water ,5r feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record=If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with.local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: 11 any..':N'U . ber: pF e: Site Locatio,^, ® C/ / �/ K/(i!� /�/ O� O(/� �Lo: N-c,- r; Con�rac ar: �114 Address: cG- Cz✓�S�`1��/� ST; 1 . Measure death z6.waTes z.,bie STE G SI 1C.Vale 2i L'c:v !.;is]3B Lone { and !n ^.X''�727�iIS!1:2 n,!OCc•,a _ Site.and de er ntn� ' ?Ai-o.Priate.index wel'L.......:...... .........................._.._... -/y�i" j wane._mvel...ance =arm" ......................... 1�� I - ___ F Jri =�•:,�i:: USUIC•rTiQ�'I=:r!U.rDQf,'•.aC•.ldi�ren.� � � .. .._. �_ '.. ,_ Wetter.es-cUr:ces"Cendi ions" determine cyrrer-! 'd p•i.n'te ws er is W nor kdA melt l0.�2 i•��. .! i month/yea, I I. i iF n-1ff.'i�Sae for WhOvAll. (STEP 2 .0 wa_er•levai-o.-.i,�de>., wei.! (,STEP 3-1 anc•uv_-er-!e�tei zone (ST=?•23) de rn an2 .,ua e--level adius.�Went ........... by Subt7zctfin ?.E•Vlc�a°-: _ _ .. „ level 2djus=!man`.(.CST.—Ec L-) I . ._+ ( Ems' J 1 Jv%Ji.vi!�iJw'vvi.li'i�ii! �i1L1� 1� ,+� 1�8 L' 4r a No. � 3 Fee / ____ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair O Upgrade( )Abandon( j ❑Complete System IJ Individual Components Location Address or Lot No. Owner's Name,Address and Tel N Assessor's Map/Par e : �� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 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 Certifi- cate of Compliance has been issued Signed Date Application Approved by ^ Date u Application Disapproved for the following reasons Permit No. 2 Uv 3— 0 o Date Issued Av r 4 All r� No. " U 3 )0 1 3 } Fee THE COMMONWEALTH OF MASACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION-TOWWOF BARNSTABLE, MASSACHUSETTS Yication forigogar *pgtem�`�lCor�gtructiot� errnit Application for a Permit to Construct( . )Repair(V),Upgrade( )Abandon( ) "❑Complete System M Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Par'e ��r I Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ye! Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date f`° 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 Certifi- cate of Compliance has been issued ?s B and o H alth. Signed Date / 0/v z Application Approved by %tn}. .5 Date u Application Disapproved for the following reasons Permit No. a ° J— 0 0 C4 Date Issued ki -------\---------- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT FY,that the On-s to Sew ge Disposal System Constructed( )Repaired( �')Upgraded( ). Abandoned( )by Ar2L at /d has been constructed in accordance r with the provisions of Title 5 and the for Disposal System Construction Permit No;?00.7-009 dated 0 Installer Designer ; The issuance of this permit shall not be construed as a guarantee that the syste ill f�unction q desi ne _ Date Inspector No. �00 3— no 9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wigo0ar *p! tem Conztruction Vertu-=-.: . Permission is hereby granted to Constru t( )Repair Upgrade( )Abandon( ) k l ti System located at e ft wN 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 or special conditions. Provided:Construction must be completed within three years of the date of rhi.�enni Date:_ I / Approved by /'� � i ti y 10 ,nl No. G 0 Fee � g�THE COMMONWEALTH OF MASSACHUSETTS cntered in computer: u PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppiication for ;Digpogal Opgtem Cottgtruction Permit Application for a Permit to Construct( . )Repair(K Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �D f���v � Owner's Name,Address and Tel.No. �C�, �h� �„-��is,&4 Assessor'sMap/Parcel ® 16J M14 a /F5-/� c D Necw'focc L�1r� e��5''rj Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. $'vf/.,.✓ass � ;Kec��i'vcp,.ram c, RIUL er✓�' e MA p b Type of Building: S �v-u� f y 3 Sv-7 rc040 5V IHJ, Dwelling No.of Bedrooms�_ Lot Size/S- sq.ft. �arbage Grinder( ) /r/o cs e Other Type of Building/•-mow Res No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 15-50 gallons per day. Calculated daily flow gallons. Plan Date hn., I Y. Q OoT7 Number of sheets Revision Date 7i o Title / —2; 1 02 M see. av le a� Size of Septic Tank A 50o Type of S.A.S. Jecpck aaw(Zc-1-a 4 � Description of Soil ' ­ ee- o= " ` - 2°-1 ` a m L /o ;j 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 Environment 1 ode and not to place the system in operation until a Certifi- cate of Compliance has been issued'N this B of Healt �/ \ Signed n Date Application Approved by Date a g d Application Disapproved for the following reasons Permit No. D'o-0.5-- a Date Issued a No: U �-+ Fee\ S HE COMMONWEALTH OF MASSACHUSETTS 4Jrntered in computer: L_ PUBLIC HEALTH DIVISION— TOWN'.OF TAi'M.BARNSBLE, ASSACHUSETTS t Yes ZIpprication for bigpboar *p5tent Con0trurtion Permit =' N Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) Complete System ❑Individual Components rt- Location Address or Lot No. �� S�Qr� Owner's Name,Address and Tel.No. Assessor's Map/Parcel ©S'fe ✓i Igi. /VfA > 3 0`�t q kt 0 re 1.4 { a /F7 a.rcel 06 e Ake W40't A� 0245� Installer's Name,Address,and Tel.No. Designer's N5ej Address and Tel.No. J �I/(L 7.P&,-ke r- /lZ . YV n��l r OS erv/(/tP A Type of Building: S c_v.w s yIII,.\ Dwelling No.of Bedrooms Lot Size/S�S,/94 sq.ft. Garbage Grinder( )/Uye. Other Type of Building/-F,,... /dies ° No. of Persons Showers( `�,� Cafeteria( ) Other Fixtures Design.Flow ,5 50 gallons per day. Calculated daily flow S � gallons. Plan Date it,6r,- a Oo5" Number of sheets Revision Date '7(a u Title -P/a., 41 r,aOSCOX sc�'f�c S✓s��.+.7�..Drove�,..a`� �`>� /!��f ��� s, EgodW& 4 AMS-4 Size of Septic Tank /. �"04 p r Type of S.A.S. `4ecp cli amasrdc-/-a 4 Description of Soil Dd.aver . 2��))rrn_. � eau, ,;t• e�LcewPr 2y-// /D�1P���.�a.eJii/, ryu ��ayc9r//�33 /DyR��b' t ! Ct A..G�PI �.Lv 4R"� 2.�y //� 1�IP. S. �e�s [ .. Qtr,or �.S`y�ST�� //,•r�S« a�fX'�)2o r 3h, y a Nature of Repairs or Alterations(Answer when applicable) n_A Date last inspected: k Agreement:r 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 ode and not to place the system in operation until a Certifi- cate of Compliance has been issued y this B of Healt Signe Date Application Approved by 1 Date Application Disapproved for the following reasons 1� Permit No. b 5"-- //0 Date Issued 3 a i A, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed (>O Repaired ( )Upgraded( ) Abandoned( )bj}�' /� al at /0 S L,69ovrd' bo'l has been constructed in accordance with the provisions of Title 5 nd the for Disposal System Construction Permit No. Oo S- /0 dated Installer ell f� =-Q�' Designer 'G2ti The issuance of this permit shall not be construed as a guarantee thane system 1 function as desi ned. Date _ 11 U Inspector No. 7 Uo S - h o Fee /SZ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Miq;po5al *pgtem Conotrnction permit Permission is hereby grantljd to Construct(>4)Repair( )Upgrade( )Abandon( ) System located at 1 U .S7z-r k-11CI, (r_n? U 1 /L.c F 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 or special conditions. Provided:ConstrucZ07SU—S, be completed within three years of the date of this peern t. �e: APpro;;ved by, `a. i Town of Barnstable I"E' Regulat©ry Services Thomas F. Geiler,Director &QwsrAsM RAMPublic Health Division Eon'` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: /f d a©o T Installer: (cam Ce. a_(-�• C,r r: ; , _-L,e. esi e 1 � � e � � n Address: •'.• �� '8 o se ,S- Address: so On e- was issued a permit to install.a (date) ' (installer) septic system at /Q ioaild based on a design drawn by (address) elated esigner) Iq C/ I certify that-the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical.relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. FM {Installer's S i a e) W.29733 WAL S (Designer's ignature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE NVILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION• THANK YOU. Q:Health/Septic/Desiper Certification Form TOWN OF BARNSTABLE / �r LOCATION J J+A� i '!� �9�!!" SEWAGE # IIO VILLAGE _ASSESSOR'S MAP & LOT S INSTALLER'S NAME&PHONE NO.` , hos-c iI:b [Cr- 4d$�S3'd4 SEPTIC TANK CAPACITY OG LEACHING FACILITY: (type)<06 .C (size) NO.OF BEDROOMS BUILDER OR S 'EU MIZ :ZOM C4t;A-f PERMIT DATE: 3 w,2�IQ-d S7 COMPLIANCE DATE: Separation Distince:Between the: 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) Feet Furnished by ig 31 6 � � a 1'6 VeN� 1 3 YM DESIGN, INC Architects and c \ Planners 302 Winchester Street V. i. Newton,MA 02461 617-306-2898 N� ", �� ,,-_ �: -�I _ - - ymassarsky@comcast.net p.5 ti~} 4 Sy 4 — ... ._._.._ ._. .. ...._ _ _.. .-... _. ._. _.. ................ ...._. .. C ° \ r i i • n , \ \ o z •Pr°p°SM Svnmin9 P°ol \ LIST OF DRAWINGS �van1 \' i \ ARCHITECTURAL DRAWINGS (J `, e \ I A 000 SITE PLAN AND GENERAL NOTES I A A 001 FIRST FLOOR PLAN S C® A 002 SECOND FLOOR PLAN \`, A 003 ATTIC FLOOR PLAN J" N \ `\ A 004 WEST ELEVATION 3 .5 CMS �✓� I \ \ A 005 EAST ELEVATION _ A 006 SOUTH ELEVATION March 10, 2005 4 w A 007 NORTH ELEVATION Z -- �r v �`\ z \ '_ \ A 008 BUILDING SECTION-LOOKING EAST P3- fA' s � \ \ A 009 BUILDING SECTION-LOOKING NORTH SITE PLAN, 3D \ A 010 MAIN ENTRANCE DETAILS v IT -" �" \ \ A 011 GRAND STAIR AND GALLERY DETAILS VIEW and LIST r - - '= \, A 012 SCHEDULES AND WALL TYPES OF DRAWINGS STRUCTURAL DRAWINGS �•� \\ \ • F.1 FOUNDATION PLAN F.2 CONCRETE SECTIONS AND DETAILS `\\ F.3 SECTIONS AND DETAILS Scale:As indicated S.1 FIRST FLOOR FRAMING PLAN \ S.2 SECOND FLOOR FRAMING PLAN Drawn by: YM S.3 ATTIC AND GARAGE FRAMING PLAN SA ROOF FRAMING PLAN ; ,„ 4s• \ S.5 SECTIONS 1,2,3 AND DETAIL E S.6 CROSS SECTIONS AND DETAILS Checked by: YM RAM 4owa° S.7 ATTIC CEILING F ING PLAN Starboard Lane �; - - eV. ,'Full C N0.dLe C \'\ \ AREA CALCULATIONS �a \ LOT SIZE: 57,935 SF SITE PLAN \ BUILDING FOOTPRINT: 4,235 SF i \ LOT COVERAGE: 7.3% SCALE 1'=20' � GROSS BUILDING AREA W/O GARAGE): 6,024 SF \ FAR: •10 31H961 un�J7 \ A 000 YM DESIGN, INC 1 21'-1• ,8'-0• IU'-„? 11•-tot? Architects and --— Planners 302 Winchester Street o Newton,MA 02461 617-306-2898 r ymassarsky@comcast.net - � 0 DECK 1 f '-59132" S-0• 3'-8• 5'-P 1•-331lJI S8IIWEQ tJ4 N GUEST BEDROOM ' HardwoodLTI C 2 F D 3'-8• 4'-le, 51? 22'•82313T stL C 21'-82WZ- L 1 FAMILY ROOM _ KITCHEN 0 S. Hardwood H Hardwood —N " m L O Hp 8'.812' a N O � O T 3 H O 2 O N REF. S 0 b g O M N GARAGE m� concrete Slab MUD ROOM qt r m HD Hardwood 8 3'-P na 3'-0• 3'-7 . p p 1 � y L DN ------j At ? 1 B• R F, TERRACE March 10, 2005 1 0 ------------ Hardwood ` Aooe ------------- 2 1r-r s1? � tr-1P m FIRST FLOOR 1 5 t? DINING ROOM k PLAN Hardwood +� STUDY CA a,)or, FOYER �J Hardwood Granite Tile ra � - 11'-31? 11'-31rr Scale: 1/4"= 1'-0" � H F C ® -- ---- - - - -- - - - ® Drawn by: YM N EC, EO "� S� E. EO m Checked by: YM 5-123(!r 8'-0• T-2114• S-Sine• T-0' S-17ne• 11'•9• 11'-8^ S•17nB• T-0• �1,iFDIR� S-51n8• 3'-131/•' "oul S-0• 3'-H 1/1' �. 21'-P ,T-87? DN 23' T ON 1T•81? 13'-4• s N�a�e,3sg sa•-r ,�`� LEGEND FIRST FLOOR GROSS BUILDING AREA: 3,493 SF p �S Smoke Detector GARAGE:742 SF A 009 HD Heat Detector A 001 YM DESIGN, INC 7e_P °° "? 14! °�Z Architects and 5'-W 6-3' 3'.3,2' a-0" e'-o• S_6' e_35/e 5'_6^ e_°3/6• Planners 302 Winchester Street Eo Eo Newton,MA 02461 617-306-2898 ymassarsky@comcast.net 17.91 7-75/5• �sviai seair a art s-v oia ���CCllll w EO Eo •" s-3,rP s•o• a-z,rr ,xx HeMwood77( �I ) 9'-2515• 5'.°• 6-23I5" r- in S �)r ,T•i' 51rz_ -2" 37)rr 2. 5/? ° 7T-5• 31? °,•2„ 1P n 1T-5' I✓ _ - - --- MASTER \ D -. -- - BEDROOM 6 BEDROOM 1 C0 BEDROOM 2 e s•azeriz' 0 Hardwood Hardwood Hardwood •(D 6 N O r 31?' O 1rr GALLERY C 1rr r-o• °'-s Hardwood _ r, WIC r, ® E .. - H81dWOOd CD ON ON oN BATH March 10, 2005 - - , v e'•37/1• 6-0• a-3,/Ir Lk a BALCONY SECOND 2 1 , FLOOR PLAN. 5'-10• 3'-9• T_6' --- 1;EC1 MASTER BATH C Granite Tile, z BEDROOM 3 _ 2 - - OPEN TO BELOW Hardwood - - - _ - - - ,., _T S.5 Scale: 1/4"- 1'-0" 7T-1• ,? 22'-T 5I/r 1T•1' Drawn by: YM Checked by: YM LEGEND 1.off Caaovr Qom drain 7 Na 6356 e S) Smoke Detector � SECOND FLOOR GROSS BUILDING AREA: 2,531 SF 5'-51/ie' T•0` 5.77/16• 5'-,Mir T-e• 5'-5IMP` S /� 17'-612' 23'le• 1T•61rT '7N 56-T A°o A 002 YM DESIGN, INC Architects and Planners 302 Winchester Street EQ EQ Newton,MA 02461 �o mo 617-306-2898 ymassarsky@comcast.net 4 4 SJnfO�^l o 1r-9142' ON OBSERVATORY w Hardwood S•(r 5F', 4 41 �o C 5 M o p a w EQ EQ 5 g LOFT GROSS BUILDING AREA:305 SF p O Q W m h to 11'-11? I17 5'-5" ATTIC r" Unfinished C. n t7-71? 12' 21-.71? b st? N s t4 4e-7 t? 0' March 10, 2005 T. r 1 A 008 ATTIC FLOOR PLAN h w rn h s H ti 5 EQ Ea EQ EQ 5 Scale: 1/4„= 11-0" Drawn by: YM 3-81? Checked by: YM LEGEND ' S} Smoke Detector , W A 003 37-4• 40'-I 1/Y 1.•-'°,/2- ABBREVIATIONS YM DESIGN, INC. 4.4 P.T. POST(IYiP.) r-tO ln• 4'4 1/4' r-, 4--4 1/4• TOC=INDICATES TOP OF CONCRETE ELEVATION. /2- r-4- r-4• r_4- 7•_4,n- Architects a n d ,e'-o• - s-t- TOW=INDICATES TOP O WALL EIEVAT10N. R N ROUND awn IDS=INDICATES ilW OF SVNT EIFA710N. DRAIN F IRDUND PEIIYEIFR Planners B• PAo OF FOUNwrron m IDS=INDICATES TOP OF PIER ELEVATION. T _ me a" -s'-z (V.I.F.) (-4'-0�INDICATES BOTTOM OF FO)TNG ELEVATNK I s TOPL=INDCATES TOP OF PLATE ELVA1NNt tl_]• s•_a- U.OA YENS`UNLESS OIHERwISE NOTED'. ES DID6ATES EACH SIDE F W.INDICATES EACH WAY V.IF.INDICATES VERIFID N FIELD 302 WINCHESTER ST. Y.OF.I)IDCAIFS YFINTICK OUTSIDE FACE O WALE NEWTON. MA. 02461 DROP M ELEv. HEF.NOCATES HORIZONTAL EACH FACE. . AREA To eE oETER,aNEO er ,•_o- F.z _ _.—(ll_ _—___(�C } / -0 \o. HIF INDICATES HORIZONTAL INSIDE FACE TEL. 617-306-2898 PROJECTED YEF.D8NG1E5 Y00NYL F/LTI FACE --- _ -- -w•_z•J \ / '-// i •P\\ :.- CJ.INDICATES SLAB CONTROL JOINT SEE DETAIL 7'-9- tGw(%LNG FTc ) 4i COB.INDICATES CONTII)OUS. 1 NTS�;. INDICATES N TO SCALE_ ____ \ I r°w iL--1'-z• I -o• IN TES NOT , DP.YENS VEEP. Tro.NFANS TYPICALlo' s'-e' I I 7 P.T.IW/NS'PRrESSURETISATED- _—_ ___ 1 l 10 Starboard tone --------. 9'CONC PAD +,,/s• MCO STAIRS -- S.F.MEANS STEPPED FOOLING 1 I OPENING STRINGER r ;" i •;.. _ - :. N.I.C.MFARS NOT N CONTRACT. 1 .. ::.:. - t:.-••.n... F. I --- - --- __---- 61/2' •:,,. _•• F.P.MEANS FIRE PLACE OSterville, A. - cron•. s-r I I TOIL EL.__r-0• �. �. '°""--`'-r W I A. FOUNDATION REQURZEMENTS I row ti--,•-Y �� Fs I _ 1 : i I 1 1.)THE BOTTOM OF FOOTINGS SHALL.BEAR ON UNDISTURBED OMIRGPIBC GRANULAR I "- I - 1 SOD OR COMPACTED SLRUMRAL Flu WITH A SAFE ALLOWABLE BEARING PRESSURE I 1 OF 2 TONS/50 FT. r_4 2JEORGAN CS ARE ENCOUNTERED LATHE EXCAVATION.wOPoL 51W1OLSUSPO DED AND 1 1 f I I I I THE ENGINEER CONTACTED ODOR TO COMMENCING WORK 1)CONCRETE Slut!BE PLACED-N THE DRY ONLY.AND NO CONCFETE S)YLL BE _ 1 �, PLACED ON FROZEN G30UNI I I :; I 1 _ -1 I I ) I I I 4.)SPECIAL CAE SHALL BE TAKEN N BOTUNG WMLS.AND UTILITY TRENCHES - -I I *:I I TO COMPACT SODAS DONSIY AS ADJACENT MATERIALS TO PROVIDE A UNIFORM ' 1 D + I I I I BED FOR SLABS.BACKFILL.MATERIAL SHALL BE COMPACTED N 12'LAYERS - F.zj I I 1 I I I 4-e tn' 6-5 3/4- MAXIMUM WITH 1 J I.] -� I I I 1 •" ± NOBBAC FI NEDSHALLOCCRUNTILTH FIRSTMPERS OR BY OTHER FISIORPROVED EDFRA�MING�(iNCLUDNc 1 I 1 I I 1 1 1 ro..FL._,•_y. I � I" I I Ft00PoNG C0H8TRItt:IgN)S C01PLLlE. rl I I I I I I I I I 1^ I i)WALLS RETARWG EARTH SHALL BE EICKFU ED EQUALLY EACH SITE UNLESS ADEQUATELY BRM. •I I I I 4•vAe oN PAGE w/>,a I I I 1 11 11• I Q)UNWIRF01CLD WALLS SHALL SUPPORT A MAXIMUM OF 7 FT.UNBNNNCED FILL A �I IraCo-] `� I 1--�a I I _ I I 1 - I I I 1 I( 7.)DWP�FW(BASE ENT)-TWO COATS OF ASPIULTC COATING COMPOUND. II 17 I i I 1 7 I I B.)WAS �SPACES BELOW W")-TWO PLY HOT MOPPED FELT 7 STAR.I I 711, 9.)FOUDATION DRAM-OBTALL 6 M PERFORATED DRAM TIE AT PERINCER OF BASEMENT t I r a,/.1 I F2 F.2 1 1 Fs I I e so.s-,r aPonNc I W o i --� -� 1.,: I rl �: LOPS OF.J098S TO BE COVERED WRH W/15•FELT AND MMYUY OF 10-CDMS STOP � z + I I 1 I 7I _ OR GRAVEL SLOPE ME 3/16-PER FOOT TO PONT OF DISCHARGE �""") 1 .�''..i i 10.)TERMITE PROTECTION-AS REpaRED er LOCAL rno6. ao B. CONCRETE: o/rF s m f 1 ) r-2, - �+ w2.9.w2 (HIfl£SS OTHERW6E NO FO) w 1 i5 I I 1 1 ros a--W-z• I I I I I 1.)C01CfETE WORK SHuIL CONFOAJI 10 THE LATEST AIERN'A71 CONCRETE NSIRIIIIE ti In I I vaFE t 9•/,'4 I I s._a t/Y I 1 ) 1 I I I I I BOLDING CODE.STANDARDS RECOMMENDED PRACTICES AND SPECETGTIDNS AS - - 1 1 _ I .-vAJT oN aMOE w/e.a 1 1 row a--r-Y I I 1 (EVRTD TO GTE I I 1 I I I ] I I r�os 2.)CONCRETE SHALL 1E MIXED N THE SE1 M PROPORTIONS TO GIVE WNUM I I F.2 1 1 1 I 1 I COMPRESSIVE STRENGTH AT THE END OF 28 DAYS OF 350D PSI. I I F.2 I I 1 1 I I I I I I I I I I 3.)COtSIBUCRON JOINTS N STRUCIUPAL CONCRETE SHALL BE LOCATED N THE MIDDLE A TIMID OF THE SPAN OR ORO APPROVED LOCATION O MINIMUM SHEAR. Tow FL _,'_2• 2 L J - 442 '.. I I Dam-B 2 y..I SEE DWG F-2 X Q .. •.;.• .. t" .• 1 TOW FL.-1'-Y I 1 J SEE DWG.F-2 i.2 1 X O 12 FI.-2 -2 -1• 4•-„- I I I I r 1 I C. REINFORCING STEEL:(UNLESS oNIE,,NOTED) l r r m o row D___r-r 1 s-o- s-Yr ]• I ,•-0- ? Itl-r sr. Sr. sr. L--� ------ --- I I 1 V LD L-O-- ----- -- - F 1.)BARS SHALL 8E HICl1 BOND DEFORMED BARS vFEiING JSITH A-615,GRADE ED. .`.:•.., -. 4.)WHERE OPENINGS OCCUR N WALLS OR SLABS,PROVIDE 2-('6 EACH PILE EACH as 1/2'slEn.C0- (-Itl_z7 �e i I~,r--- - - MESH.LAP CROSS WIRES ONE SPACE PLUS 2'ALL SIDES SIDED OPOaQN6S MD EXTEND Y-6-BEYOND OPENING. _ z I L--------- --------- J o. 1)SLABS ON GAME SNNL DE REINFORCED WTIH fu8 N2.9.YF1 WOOED N'RE ,•-0- ITASFIN'Nr-utllm wmoow 07 FEBRUARY 2005 -- --— -- -- -0' D. NUSCELLANEOUS: (uamonEBV6E1aTm) PROVIDE elTwnoDA e'-I• 1.)THE WI FIELD ALL LOCATIONS GTD E INSTALLATION N THE NEW WO RE SHOWN aN FOUNDATION IGTiDtPRODFMc coATNG 7TEORAWiNCS ANTI/OR AFFECTING 111E NSTAUATNM OF NEW WOW MY LE G E NT• DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE . FABRICATION OF DEPENDENT WORK P LA N TOC EL--0'-4- 2.)ALL STRUCTURAL DRAWDRS SH U BE USED IN CONJUNCTION WITH -TOP OF WALL EL._I'-Y ARCHITECTURAL MECHANICAL AND FIECIPoGI.DRAWINGS,SPECIFICATIONS AND MANUFACTURERS DRAWINGS FOR EQUIPMENT. -YOP OF WAIL EL--s-I- 1)O 6 THE RESPONSIBILITY O THE CONTRACTOR TO PROVIDE ADEOGTE SHORING AND BRACING TO SAFELY SUPPORT THE MUM"NO COISIRUCTgN.ANY APPROVAL BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR OF RILL ® 0.G STUD - RESONSMM.FOR SHORING AND/QR BRAONG -h4018' tulL '.0 I• r-s' ur-0, 5-6- 4.)DURING THE CONSIMICDON PHASE OF THE PROJECT THE CONTRACTOR SHALL REVIEW DESIGN LOADS TO LIMIT AND CONTROL CONSTRUCTION LOADING, (-6'-D7 -IA7ITDY a FDDING , J INOLUDIt&BUT NOT LMUED TO MATERIAL STOCK FILING AND CM61M IM 07—3619 ,•-D• EQUIPMENT . �"FIA, 1/4" 1' 0" sa r ` , DOOR AND WINDOW NOTES: M- p. Y.M. ,NNoows n, Din ,. ND RSON Ps WDKJHIED AS °: I. ALL CO m INaCaTEO AS rOP"""EST FlRST BAC K FI LL 0 N LY AFTER 1st ANITERSEN N'PE-FlNISNFD IASEYENT-URIIFY MNDOw P1B,] EIRDSCA THERMAL-IRU STEEL DpN/CS262 FOUNDATION PLAN ELOOR EIEYAIIDN_ PRIIND PRIE FRAME,ALUMINUr$ALL Gl5NC5 EA SIDE 48'-2 CALLED SN-O- INSWNG NdTER POSITION. : DOM SIZE:3•_�. V-W� FLR. FRAMING IS IN PLACE. e/ta•_v-w . 1 10' TOS EL SEE DWG F-1 DETAIL-C 1st FL EL =t O'-0' DETAIL-C 1st FL EL. =t O'-0" 2x6 O ILL O.C. STUD WALL ���' 4-0' ON DWG.F-2 _ ON DWG.F-2 - 5/0'0 ANCHO YM DESIGN, INC. BOLT O 48"O.C. 1/2'PRIMOLOED FILLER �4 O 12'E.W. TOW EL =-1'-2' TOW EL•=-1'-2" 1'-6'LONG BIT. DR NE , 2.10 O 16'JOISTS - 2x6 P.T.CONT. 2x6 CONT. Architects and 1-04 CONT. SEE FRAMING 1-#4 CANT. L 2x12 O 16'GOISTS FIN.FL EL=-2•-7' PLAN FfN.GRADE TOW EL=-2'-5 1/2-o Planners 5/6'0 ANC. ' TOW EL==3'-9" DAMP PROOFING DAMP PROOFING BOLTS O 48" 5/8"0 ANC. 2x 10016 3/4"x3 1/2-P.T. CONT. - 'II. COMPACTED BOLTS O 48" ry GRANULAR WIREMESH EL=SEE PLAN • EL. SEE PLAN o FILL ` '1 302 WINCHESTER ST. 1 i-4 CONT. 4'CONC.SLAB 4"CONIC.SLAB 1-#4 CONT. r ..x� L _ NEWTON, MA. 02461 SEE PLAN TEL. 617-306-2898 c 4"CONC.SLAB TOS EL =-3•-5' 2x6 P.T.CONT. I "j — — — - COMPACTED 51/2" • WIREMESH "—` GRANULAR 3-#4 CONT. 6- 3-84 CONT. 1'-0' B" - .COMPACTED WIREMESH FILL 6 1/2' 84 012" GRANULAR 1-0" A4 012- 2•-D" FN.L COMPACTED 10 'Starboard Lane GRANULAR FILL SECTION z SECTION s SECTION 4 SECTION Osterville, MA. F-2 1/2'=1•_0• F-2 1/z.a 1•_0• F-2 1/z-=t'-p F-Z 10' 2x6 0'16"STUDS - CL COL. 2x6 CONT. 3' Cl COL 4x4 POST UP TOS EL SEE DWG F-1 - 2x6 O 160 STUDS - 2x6 SOLE CONT. 1i1 FLOOR - BOT. OF JOIST. 2x6 P.T.SILL EL = +12'-0" PLATE 0 DETAIL-C(SIM.) TOW EL=-I'-2' ON DWG.F-3 2x10.BLOCKING 2x10016"J05TS TERMITE SEAL--- 2.6 CONT. 2x12016•JOISTS - 1/2'TOP BNB PLATE 1-#4 CONT. 2x1-16"JOISTS PROPOSED GRADE - M/1/Y�BOLTS I - FACE MOUNT _ 1st R.EL =t 0' HANGERS By V2_2xl2+1/2'PLYWOOD S-1 3/4'xl l 1/4'LVL FRAMING PLAN 5/8'0 ANCHOR :—COMPACTED "SIMPSON' SEE FRAMING PLAN BOLT O 48'O.C. GRANULAR 2x1 2 O 16'GOI I ZxtO O 16"GOISTS STEEL COLUMN (� �N 5/8"e 1 10'LONG DAMP PROOFING 1 TOW EL =-1'-2" 1/2"BISE PLATE .ANCHOR BO.TS WIREMESH 1/2'BgE PIAE - 5/BYR IV LONG _ EL. =SEE PLAN 1-.{P4 CONT. CONCRETE SLAB ANCHOR SOUS ,TOS EL - SEE PIA. I PINT p 1-/4 CONT.. 3/4'x3 1/2"P.T. CONE - _ 1/2"PREMOLDED FILLER - 5/8.0 ANC. SILL BOLTS 0 48' PLATE CONT. e a COMPACTS) > > 3-/4 CONT. �n GRANULAR FILL 6" 1'-0' - 3-#4 in 2'-0' TYP. #4 O 1a" 1•-6' 4-04 EW. - B4 012' - 1'-I 1 I FTG.F-2 3'-O'x3•_0• SECTION SECTION tR n SECTION n SECTION x o F-2 1/z.=1•-o F-Z 1/2"=1•-0. r_Z T�z"=T._o. f=-2 1/z"=1•-0" ff CL COL. 2X6 WOOD STUDS O 16' 2-2x12+1/2"PLYWOOD 4.4 POST UP W/All SKIN BCUAT°ARPL0.4TER '07 FEBRUARY 2005 SEE FRAMING PLAN TRVEK"HOUSE WRAP NEW 6 MIL VAPOR BARRIER (TYPICAL) _ CONTINUOUS IN CEIL 1st FLOOR +/R-19 BAIT INSUL FULLY - TOP O-SLAB SEE PLAN 40 DAL OR INSULATE(TYP.) - J CONCRETE NEW 5/8'PLYWOOD COX 24"YIN. NEW WOOD MOULONC EXTERIOR SHFATING .2-g 12' lY 12" _ SECTIONS 2x 12016"JOISTS YIN iv I 2x1.16"JOISTS SEE OWNER FOR TYPE. HANGERS yT ___ _____ _ 2-�4 CONE AND DETAILS tSiMPSON'BY 2-2x10 SEE 2x6 SOLE CONT. - --- ------- --- ----- p z 3 1/2"DUL FRAMING PLAN FIN.FLOOR EL=!0'-0' STEEL COLUMN 2x10 HEADER 2-4CONT 3/4"FlN.FLOOR - O 3 1/2. Y BAY HALE I 5 8'4 a IV LONG 2xfi SHOE o �4012' 14012" d / 51114 R BOLLS 3/4"PLYWOOD J I 1 0 CONCRETE SLAB 2x6 P.T.SILL �j ' 1 v« 07-3619 PLATE CONT. COW 7.4 TMOffD 16YMAY CD/IBtm_ -a TOW EL._-1•-2" IN WALL E04pa l t/4"=1 -0" '1 1 o � F J •. 1 � 1 0 TERMITE SEAL CORN 2x016'JOISTS •,` INTERSECt10N Z.R. _ --- _....--- -----_ —— -.. -- --- ——. ----- -- - --- - -_ - - ,yF' - ------- ------FiG.F 2A - 5-ga TdcB .._... _.-_._.. .. .._ - .._..... ._ ,..�. A`� 8368 g4®to 5/a'r AncIROR -0. taarM!� Y.M. NORMAL MALL REBIF.NOT BARS S FOR CARRY. CORNER A LNIERSECIWG BNS SAES TO MATCH ,AA 3'-2" BOLTS O 48"O.C. � 3'-0"_ HO4L YAI7.REBRF. H�—C SECTION DETA STEPPED FOOTING DETAIL DETAIL-A DETAIL-B. t/T"=C-0 1/2'=t•-O" 1/2- IC=t'-p• t/2"=3'-0' 1/2"=1'-O' I . 2 i METAL HANGER 2x 10 P.T. LEDGER - - 9' 1'NOSING (TYP.) v AT ENDS. PREDRILL NAILS (TYP-) - 1•NOSING YM DESIGN, INC. 5/4'x6'P.T. (TYP.). DECKING17 TREAD 2x6 T0YP- READ FL EL=l-O'_4• nPJ 2x6 Architects and Planners 2x4 P.T. WITH 2x10® 16'O.C. - 2-1/2 '0 EXP.BOLTS �L 3-2x10 LEDGER BOLTED TO STRINGER OECK WTM-8H BOARDS KR D SIDE UP. 302 WINCHESTER ST. EXIST. HOUSE 2-2x10 P.T, W/5/0'mBOLTS �:`•':.,'+:;i _ NEWTON. MA. 02461 ® 32'O.C. - �- _ TEL. 617-306-2898 STAGGERED 1 � 2-2x10 P.7.STRINGER 8'CONC.PAD 1'-0' B. CONC.WALL SECTION n SECTION SECTION DECKING APPLICATIONS 10 Starboard Lane F-3 N.T.S. F-3 N.T.S. P-3 N.T.S. N.T.S. OsterVllle, MA. CL POST & PIER to' 1•_4- HAND'P.T. .o FIN. FL EL=t0'-0' HANDRAIL I 2%6 WOOD STUDS® 16" (TYP. O.C.W/ 1/2'GYPSUM WALLBOARD +/R-19 GATT INSUL FULLY Zx10®16'JOISTS 4'x4'P.T. 4x4 P.T. I 'INSULATE(TYP.) POST BEYOND POST (SEE PLAN) - GALVANIZED t0WUA1:,1,j-C 2-2x10 I STEEL POST 1st FL EL =t O'-0 F-2 FIN.FL. EL=-2'-T �- ANCHOR 2x10®16' 2x4®16'STUDS 2'x2' P.T. W/2-1/2.0 -_..CONT. BOLTS2xiO®16'JOISTS2x4 CONT. BALUSTER ':� SEE FRAMING4 CONT. 2xIO STRINGER2x10 t'x1 t/2'P:T. FlN. GRADE PIAN® 4'D.C.(TYP.) _� I I I I 2-2x4 CONT. TT Ipdom ICI 5/8'o ANC. BOLTS®48' - DAMP PROOFING m 5/4'x6'P.T. `_�j.-.4- 'a EL =SEE PLAN 2x4616'STUDS DECKING .m 2 4"CONC.SLAB 1- 4 CONT. ti +ter. A p 2.4 P.T.CONT. O 9 _I ' - WIREMESH TOS EL=-9'-2' I' < — 2-2'xtO'P.T. I 10"0 CONC. PIER mod. COMPACTED 6- 1•-0• 3-$4 CONT. o 2x10 P.T. GRANULAR g4®12- W WIREMESH COMPACTED N �, ` I COMPACTED 2'-0" GRANULAR - - SIMPSON HANGER GRANULAR FILL FILL CONC. PIER EACH JOIST rL WITH 16d NAILS n- SECTION n SECTION SECTION n SECTION x F_3 N.T.3 F-3 N.T.S. F-3 . F_3 1/2-=1.-p. - O z 07 FEBRUARY 2005 4.4 P.T.POST UP(TYP.) 1 BRICK E _-0'-4' r € BRICK(TYP.) '�`" �` °-° SECTIONS AND DETAILS 4 -TOW EL G 4 (' 2.10®16'JOISTS - G PLAN FRAMING - 1/2-PREMOLDED FILLER. - ,a FlN.GRAOE I1'-0' 4 d 4 4- 5/8•0 ANC. 07-3619 4 BOLTS o 48' PRESSURE TREATED WOOD DECK: AW 4 4ED 4x4 P.T. VERTICAL CTI lF� a-° FARM " D.C. W/ ONdAg Z.R. S SHOWN. NG TO hb.Sam _ ----- - -- ---- -- -- BEOS5S Ax6" PRESSUR��TRIEATED------- "�9'r- ` N4 5 �o u coNC.PAD DECKING. ALL RAILINGS AT PERIMETERMs Y.M. CONC.WALL OF DECK TO BE 3'-6" ABOVE FLOOR OF DECK & SHALL HAVE VERTICAL BALLASTERS SPACED AS REQUIRED SECTION TO OBTAIN A CLEAR SPACE BETWEEN p_3 OF LESS THAN 4" . STAIR RAIL TO BE 2'-10" ABOVE TREAD NOSING. F . i J7-.• -40•-I 1/2• _ +0-101/2- GENFR� NO1F .PT DINXINIL YM DESIGN, INC. POSE F.3 6NNACING(11P.) 1.THIS STRUCTURE WAS DESIGNED FOR THE FOLLOWING MINIMUM DEAD 1.4 P.T. up In'P) 2-NtO P.T.COW. AND LIVE LOADS ROOF OL=IS pn/ U.-JO Ps/ d ATTIC OL-f0 psf LL-00 3 SECOND FLOOR DL-15 psf LL"JO '•� FIRST FLOOR OL-15 psf LL-40 Pat Architects a n CI F I. FIRSTS AND BALCONIES OL-15 pat LL"60 psf 1pn `• - S' ALLOWABLE OULEGYPSU TiCE(FLOW) Planners +•-.• fg•-0• G O WITH GYPSUM CEILING L WISE 1/360 •P 0.NO GYPSUM CEILING BELOW 1/240 M1 ` 2.UNLESS OTHERWISE NOTED.DETAILS SHOWN ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS AND SITUATIONS. .0 URGER M1 , Fi 66 POST 10.UNLESS NOTED OTHERWISE ALL ENGINEERED LUMBER TO BE INSTALLED PER THE MFR•S RECOMMENDATIONS AND TO HAVE THE FOLOMNG PROPERTIES: i.2 L Fb- =0,. J02 VRNCHESTER ST. 1 - 285 pal NEWTON, MA 0246 617-306-28981 f E- t.9OD.000 psi PO ST UP UNLESS OTHERWISE SHOWN.THE TIN'EDGE OF LVL BEAMS SHALL 8E TES. CONTINUOUSLY LATERALLY SUPPORTED. 11.LVL's WITH FLU91-FRAMED JOISTS TO HAVE 1/2•THRU-BOLTS SPACED AT L10 P.T.LEDGER 16•MAXIMUM AND STAGGERED TOP AND BOTTOM. EDGE DISTANCE TO BOLTS SHALL _ BE Y-FOLLOW MANUFACTURES RECOMMEDATIONS FOR CONNECTING LVLS TOGETHETR 12 UNLESS OTHERWISE SHOWN.FRAMING LIMBER SHALL BE SPRUCE-PINE-FIR(S-P-F). e POST L / NUMBER 2.OR BETTER.WITH A MAXIMUM MOISTURE CONTENT OF 19X LUMBER SMALL HAVE THE FOIDMNG MINIMUM STRUCTURAL . PROPERRES: - - aSTUDS-03O 'STUD•GRAM 10 Starboard Lane 2-2.10 0.JOISTS -E-1.200.000 P.SH./M-1.150 P.SI, y - d.SSTTAIRSSTRINNGERS E#1 GRADE P.SL/FB. 1,0P. 1. OsterVille, MA. SOLD MOOD a ROOF RAFTERS-E-1.480.000 P.S.L/FB-1.J00 P.SI. BLOCNINO TP. 11 ALL FOUNDATION SILLS TO BE 2.8 PRESSURE-TREATED AND ANCHORED AT F. BAY TO THE FOUNDATION WITH ANCHOR BOLTS 14.UNLESS OTHERWISE SHOWN.COLUMN LUMBER TO BE DWGLAS-FR(OF). 6.6 POST UP 2 2xf0 WITH A MAXIMUM MOISTURE CONTENT OF 19%AND THE FOLLOWING - - - - MINIMUM STRUCTURAL PROPERTIES 5'TWitk and Lm91F Fa=1000 paE-1,600,000 pal 11 COLUMNS OVER 9•-W SHALL BE BRACED LATERALLY. I.� 16.SPLICES FOR MAN CARRYING BEAMS SHALL BE DIRECTLY OVER 1 COLUMNS UNLESS OTHERWISE NOTED ON THE DRAWNGS OR APPROVED 6x4 POS Up BY THE ENONEER. AT LEAST ONE OF THE MEMBERS TO BE CONTINUOUS ACROSS THECOLUMN 17.WALLS TO BE 2.6016'AND 2.41W6"FOR EXTERIOR AND INTERIOR, RESPECTIVELY. lOP OF FINEST Q UNLESS OTHERWISE NOTED.A MINIMUM OF F� +W 6x1 POST 104STALED AT ENDS OF ALL HEADERS,INCLUDING A TUDS ARE TO BE -Y POST JACK AND KING STUD. FI.00R ELEV.-_Y Ln fixg 2- UN 0 -2a10 F 19. 2-h12 LESS OTHERWISE NOTED.PROVIDE: DOUBLE HEADER JOISTS&TRIMMERS-ALL FLOOR OPENINGS 0)DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS 20.PLYWOOD SHEATHING AND HARING TO BE AS FOLLOWS-. Hai Edge FMW X F.2 ROOF: 1/2' ad 6' 112 - 2-2.t0 EXT.W "w 1/2• Ba 6• tY 2- 10 2-2n0 FLOORS: 3/4• 10d 6' 12- 21 -2H0 Fa 0 - LEAVE 1/B'SPACE BETWEEN ALL PANEL EDGES OPEN ro 2-L10 - - g _ C - _ 21.SUBFLOONNG UNDER MARBLE OR CERAMIC TILE TO BE TWO LAYERS Of SOW 5/e"PLYWOOD. 2-2.12 44 122 AFTERS OTHERWISE NOTED.H2 STRAP TO SE INSTALLED AT ALL 2-2.10 STRINGER RAFTER/CBEAM .NOSY CCONNECTE S 21 LEDGER BEAMS TO BE CONNECTED T 16'FOUNDATIONAN WALL ERI 1/2- SLEEVE ARCHORS BY HILTS SPA®AT I6'ne.AND STAGGERED TOP AND M Z / BOTTOM WITH Y EDGE DISTANCE � O L 3 A 24.LEDGER BEANS TO BE CONNECTED TO WALL STUDS,RIM OR ENO JOISTS d R - WITH 2 ROWS OF 1/2"x 5'LAG SCREWS O i6'aG WITH 2'EDGE DISTANCE INTERIOR FNI91 I. U 1.ALL INTERIOR WALLS AND CEILINGS ARE TO BE COVERED MTN 1/2•GYPSUM O rn BOARD.WITH METAL CORNER REINFORCING.TAPED AND SANDED. O \ H 2 ALL INTERIOR PAINTING SHALL BE PAINTED WITH INTERIOR LATEX ONE PRIMER COAT AND TWO FINISH COATS to N MIDI a"FOiS, - - T 1.DESIGN LOADS AND SITE CONDITIONS SHOULD BE VERIFIED WITH LOCAL BUILDING CODES WpDOING IOWN'S BY-LAWS AND OFFIpAlS SPEOIAL CONDITIONS 8.8 POST UP SUCH AS SEISMICv SNOW WIND OR HYDROSTATIC LOADING MAY REQUIRE PROFESSIONAL RENEW 6 NECESSARY. 1+'-+• L - 2.RY IN FIE AND/OR AFFECTING LD ALL LOCATIONS AND 1 CONDITIONS IN OF STIR COIFS SHOWN CN THE ORNEW K "x My a SOUP WOOD OSCRE9ANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE x o 2 SOLO W000 SIXNO WOOT 2 BLOCRONO TYP. FABRIGTION OF DEPENDENT WORIL FT BLOO NG TYP. BIOCNOMG A F2 AT EAOf B4Y g-5• A FICMH BAY I _ A FApM 6gY J.IT IS RTI RF�ONSBIUTY OF RIME CONTRACTOR TO PROVIDE ADEQUATE SNORING AND BRAONO TO SAFELY SUPPORT ONE BUILDING DURING CONSTRUCTION. ANY JOIST APPROVAL BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR OF FILL O 6�• SOD YNOD NANOOtS(TIP.) e'er' 4A6 MST UP RESPONSIBILITY.FOR SHORING AND/OR BRACING = 5'a &.00LWO TYP. /.PROTECT FACING MAIMIAL AGAINST STAINING KEEP TOP OF WALLS COVERED AT FILL BAY WITH MOH-STAINING WATERPROOF COVERING WHEN WORK IS NOT W PROGRESS WOOD LINTEL SCHEDULE 1 INSULAR FLOORS W ALL EN(HEATE WALLS 15 FEBRUARY 2005 d 8.8 ST R LA W fR-19 I OVER EXTERIOR SPACES 1•-8 3/4• 1•-B 3/.• R-J0 IN CATHEDRAL CEILINGS ATTACKED DIRECTLY ro ROOF (ESE UNLESS NOTED OTHERWISE) LEGENT: R-J0 IN TOP FLOOR CEILINGS ■- e.e OR 8.4 POST UP - TOP OF FINEST FIRST a)VAPOR BARRIER-INSTALL A 2 MR POLYETHLEME VAPOR BARRIER ON THE THE WARM SIDE OF ALL INSULATION avEn SIDE 1NIFL Sall """512E ®- 6.6 OR 644 PAST BELOW I FLOOR ELEVATION = D)GLASS-DOUBLE INSULATION GLASS GLASS ALL S&WI R WS L AREAS AND F I R S T F LO O R 1BOVE TH O.A55IN ALL SUD04G ODE DOORS.&WHORES LESS THAN 30' w ro.•-0• 2-2x6.f/z•PLrWDoO za 46'-2" CALLED fO'-O" ABOVE THE FIDOR,pMEpc LOCAL cmEs FOR CIADNG REQUIRMENIS 5•-O•TO W-W 2-2.9.1/2•PLYWOOD LI I I 4x1 P.T.POST DP(TIP.) REFER TO)STRINrnXML F R A M I N G r-D•TO Irb• 2-a+o.1/Y PLrllao0 2.1 5•-0•TO S-0' 3-2.Wf/2•PLYW000 2.8 -1 1/ UTRVW FOR DRUG E TOP PLATE . r-D•To W-W 3-NI0.1/2•PLYWD00 he +r-61/Y 2J-e• Ir-6 t/2• 13._4. UNDO.SOES PLAN FIRST FLOOR FRAMING PLAN ON FL9 eapRAe oRro 2a NOoO STUD SEE SCHEDULE COORDINATE ROUGH TWO ROWS 6/t6•-1•-a-- WML ommIms W/ODORS AND MNOOWS •. N BEN6 ' +IM NNLS ^ N EENMS SCE FBA101G FLAN OPDN N BLOCKING 07-3619 H SEE FRAMING PLAN 0 Mo-HLIGHr H 1/2•PLYV(p0 a • 4.4 OR 6.6 POST BEARING wN15 y�rA � b 144 r R a , ' `/ c 1/4"=1'-0" 1 4.4 OR W POST _ Posr CAP _= = '== STUDS Namsg Z.R. a 3-: 12'OR 2-N 0 ....... .. .....-----..--81'-'SUNPSON• - .... _.._... -----... --- .... _...._.- - _.......-----'- __...----'R'So-BVYN�"_ - -- OPRMMIa Ia11F18EM UNDER MNGJ-2x12 OR 3-LID � NON-SHOWKMAT- LY EAM 4.1 oR 6.6 POSE 4YWIW AT WINDOWS ADD ADDITIONAL I I901E PLATE D'DFWfO Y.M. H DOUBLE SKL AT BOT1011 1 1 I f lY O.C. USE UOUO NAILS 1•-O' STG BEAMS O'RO.&CRPPUS AS ON LULL FACE BETWEEN PLYWOOD AND OHTR POST(TYP.) POST CAP R MIARED H ERNONG TOP. BO SIMPSON• 5/B•4 FXPAI6WM _______-__- NAILING PATTERN DETAIL WOOD COLUMN CONNECTION 4x POST BASE TYPICAL DOOR FRAMING DETAIL N.TS N.TS N.T.S M.TS. ]8'-,• 4a'-1 1/2'- 14'-10 1/2'fi1= YM DESIGN, INC. -CIF U Q TO F zw oyp.) AT SA(M.) - 3-1 3/4•.11 1/4•LN. Architects a n d ww¢n(jyr.) I I _ 3'x1/4'x6'PLATE II 1 1 e 1 .I141� 5/4"x6•P.T.DECK Planners s-r s-r II-IF L 2-2x4 1/2•WOOD FIBER BOARD [ - e 3/4-PLYWOOD 3/4-PLYWOOD ]'-0-x1'4 orErmac p / ING TE 302 WINCHESTER ST. [ $ .060"FA LT'OM MEMB. NEWTON. MA. 02461 ron euo• S sue' _ _ TEL 617-306-2898 2-2.2 s _ _ 2-z 2 _ .� 2-h12 — — 2-zx12 6.4 PDSTW < ) 2x12016"JOIS 10 Starboard Lane 4.COST Ur — Osterville, MA. 2-2x6 PLATES 499 JOIST MTL HANGERS ♦ POST W -412 5] 2x1 t 1/2-GYPSUM WA1JJ30AR CFJUNG AN 1x3 STRAPPING _ 2 10 2- 10 -hl2 J-I 3/4'dl 7/8'LVL - - �-1 - - DETAIL-A 4,rosy ur -o' ♦ - I -o-a W-o- t•=r-o- ' 0 — J Posy art .060'FULLY ADHERED WOOD RAIUNG EPDM MEMB. FOR DETAILS (SEE OWG.F-3) t z - O IziOPD1 TOIBELOW 1/2-WOOD.f18M BOARD w 5Mm e000 2 o. u eloaxwc By a cial eer 2-z.e � o 6,-0, S01D xOW g-S SOLID 13•-4• 6x4 P.T.WOOD SLEEPERS®16'T\ O.C. j N - BlMOl10. AT F/CK MY 3 AT E1C11 my - - 2.6 ' DEraL-A ,r-61/r zs•6- n•-6,/r � 1- ♦ ovE 1-1♦- FIN.21W FLOOR � _ r.T.e 6• EL=+11'-O" 5/4'x6-P.T.DECK tar W OHEsr tmsr LEGENT. z- 10 x 1 FLOOR fLEVAOQI ■- 6.6 O6 6x4 POST W — 48'-Y-••xo xo'-a' ®_ g�OW 6.4 POST BELOW ' I — — ) — ) 2-2x10 -- ------------ - o - z 1.10 FASG4 a 2.,�. 2xS BLOCKING Ia8 wsc•W co6T. 3/4-PLYWOOD a em Fosr W— 6.�. 6.�. a 6.6 rasr W 6-CUTTER. 07 APRIL 2004 2-2x10+ 1x12 FASCIA SECOND FLOOR FRAMING PLAN R-30 INSULATION 1/2-PLYWOOD VENT CONT. 5/16'-1'd 1/2-GYPSUM WALLBOARD 014 SCREWS®48- .060'FULLY ADHERED COILING ON Ix3 STRAPPING a 3/4-MOO SOFFIT EIL 2 n d. FLOOR (TYP.) EPDM MEMB. WOOD RAIUNG "t 6x4®ifi"D.G. FOR DETAILS FRAMING WOOD (SEE DWG.F-3) P.i.WOOD SLEEPER o+ PLAN • FIBER BOARD (T) 3-1 3/4•xl1 1/4'LVI. 1 I 14 N 5/4"x6'P.T.DECK SIMPSON CO.HANGER 2x4®4•-O-P_T. POST 060-FULLY ADHERED 1 LA RUBBER PAD JOIST 200®16' ®EACH JOIST EPDM MEMB. WITH 16d NAILS 2-2x4 3/4'PLYWOOD e °� 1/2'WOOD FIBER BOARD 2x6 WOOD STUDS AT 16'O.C. LIDS AT 16"O C. R_ 07-3619 IS INSULATION � •i 2x8016'JOISTS FIN.10.FLOOR 119L84cfy,` R-30 INSULATION EL=30-0 //%/A// 1�4^=1 —0 F lx3®16-STRAPPING 1/2•GWB CEIUNC ALUMINUM ORIP EDGE • 3/of a AND Now,g,3 Z.R. ._....-__-..... FLASHING a o•�+nce ..._._.____._._.__.... .. ..... ..-_._._ .. ____....._..__. .._ __ .. .3/4`P T.PLYWOOD_._-._- _ _ _ .._... _... _...,_...-_. >.. �.. 3/4 PLYW000 Ix8 FASCIA ' ( 2x10®16'GOISTS •.I Q44 L.I`. JOISTS SISTER JOISTS 2-2x10 2x 10®16'(TYP.) 2.10(TYP.) 1x10 FASCUL 1'-4' 2x12®16'CATS. •.J ••J" e SECTION e SECTION SECTION S-2 ►-e,._O. S_Z , SECTION _ S . 2 1-=t•-0• S-2 1/2'=1•-0' i,•- YM DESIGN, INC.. o"ro azm SEE A11CI6f.DM ,t O I - ' Architects and =F IExOE ro fAMY6,6 M.) I 5/8-EXTERIOR 1 e, GRADE COX PLYWOOD Planners POST 6LlOE1 -212 1 3-0- . ICE&WATER SHIELD MEMBRANE 2-1 3/0,11 1/4"LW z o 16 LII A 1" I o• osT - 1 A z 2 ^ 240k ASPHALT 150 FELT SHINGLES NEWTON, MA. 024302 WINCHESTER ST. 61 —12 .12 L. 617-306-2898 2-2„2 Pon BFLOw N-T.S. ROOF RAFTER L 2,o IB A ry R 2-2x12 `-21/2 — 10 Starboard Lane s'-r a s-z• ALUMINUM DRIP EDGE AND FLASHING JOIST Osterville, MA. POST eElOR ' - _ _ 1/2•GYP.BD.CAC. — — ON I x3 FURRING "®SIMP�40N-STORM ANCHOR A35� . ALUMINUM GUTTER AND 16 O.0 DOWNSPOUTS DOUBLE CAP PLATE e 1 x8 PAINTED WOOD z_I 1/ ,�L - Few INSUL TO UNDERSIDE 1 J L I 1x10 PAINTED WOOD OF CAP PLATE FASCIA CONTINUOUS W000 - 1 1 a- N ry NAILER I 11 I CONTINUOU NED -zIz LOUVER 5 1/2"INSULATION _,]/•,t6"L SaID moo BUILDING PAPER —J mya,Lcan 1/2-GYP.BOARD(TYP) v I 1/2-EXTERIOR 2x6 STUD GRADE COX PLYWOOD owl ro IELOR n" 1 1 6i6 P051 UP si B.e POST OP S E C TI O N 2-,].-.,,,,.-LK LK � Z 2_1 a•.t L 10 S.3 � o VL _ I I o �7 t I-=1•-0- a s K V 10 a•O 6 2-I 1♦,,6'LVL O \ j J N N Y-71/2- 7'-71/2" I X W IT-0 1/2" 2Y-6" a efi PosT m.or TOP OF FlN6T Fxi57 t.>;cE ATTIC FLOOR FRAMING PLAN - 6i OR 6N POST IP Z ®- 6,6 OR 6x POST WU)W l•-O" 07 APRIL 2004 202 RIDGE BEAM ATTIC FLOOR 2x4®16"STUDS F RA M I N G 2x10016-RAFTER 2x4®16-STUDS 3/4-PLYWOOD 2x4 CONT. 2x4 CONT. 2x12 016-JOIST / PLAN JOIST 2x8 BLOCKING I o - HANGERS(TYP.) �') 2x61,6•COLLAR 11E5 AND GARAGE R-30 INSULATION 1/2-GYP. CLG, I 3/4-PLYWOOD ROOF FRAMING I ON 1.3 FURRING (TYP.) PLAN . 1/2-GYP.BD.CLG. i/2"GYP.BD.CLG. 1/2-GYP.BOARD(7YP) ON 1 x3 FURRING SIMPSON CO. HANGER 07-3619 I WRH 16O NAILS R-13 INSULATION pyP,) 2-LVL S zxa® 16•sruos E�FRAMING PLAN fD 1/4"=1'-0" (nP-) ATTIC FLOOR NxxY imm Z.R. 2-1 3/4"01 7/8-LVL - ---— 3-1 3 4-x11 7 8"LVL I O =U 2-2 10 -.-_..__ .--.._ -- Q----- --- /2-CEILING I 2- af. e. 1/ / RTa L.K. _..._ -- - SEE FRAMING PLAN 4 0 7'-7 1/2- 7-7 1/2- ) r- O , R-30 INSULATION a. SECTION W n SECTION S . 3 N O TES 1 PERC TEST: 10.932 PERFORMED BY SULLIVAN ENG. WITNESSED BY: Don Desmarais Finish Grade 1. Water Supply For This Lot is Municipal Water.- i BARNSTABLE BOH MAR 15. 2005 2. Locotion of Utilities Shown on This Plan Are Approx. TESTH LE _ 3' MAX Filter At Least 72 Hours Prior to Any Excavation For This k PERFORMED BYOSULLIVAN ENG.. Compacted Fill Fabric Project the Contractor Shall Make the Required �, MAR 75, 2005 Notification to Dig Safe. (1-888-344-7233) _ - AT GRADE EL. 41.2' 2" Min 1/8" - 1/2" 3. The Contractor is Required to Secure Appropriate 0 LAYER ______________ _____________._ Poo stone Permits From Town Agencies For Construction r DECOMPOSED ORGANIC 40.5' ° Defined by This Plan. t' A LAYER 10YR 3/3 y „ 81-11• SANDY LOAM 4 , 3 4. Install ;Risers to Within 12 of Finnished Grade. ' r B LAYER 10 YR 5/6 SAND 38.5' 5. All Structures Buried Four Feet or More or Subject C 10AMY LAYER 2.5 Y 6/6 2' 3/4" - 1 1/2" to Vehicular Traffic to be H-20 Loading. : 33•-4e MEDIUM SAND 3A2' Double Washed Stone 6. Se31.2 tic NO tic Stem to be Installed in Accordance With C-2 LAYER Y 7/3 310 CMR 15.00 Latest Revision and the Town of - 4g MEDIUM SAANN D ---4'-10' -1 < Barnstable Board of Health Regulations. NO GROUNDWATER ENCOUNTERED 12'-10 7. All Piping to be Sch. 40 PVC. ) TEST HOLE - 2 PERFORMED BY SULLIVAN ENG. CROSS SECTION OF CHAMBER 8. Wherever Sewer Lines Must Cross Water Supply MAR 15 2005 pp AT GRADE EL 41.0' NOT TO SCALE Lines, Both Pipes Shall Be Constructed of Class 150 f' Pressure Pipe And Shall Be Pressure Tested To 0 LATER � Assure Watertightness. � D--z DECOMPOSED ORGANIC 40.8' A LAYER 10YR 3/3 porn �•_ 2"-1I SANDY LOAM 40.1, LAYER 70YR �W 11"-33 I? LO MY SANDS 38.3' SAW I.29773% 1 ,_,•= C-I LAYER 2.5 Y 6/6 1 3J'-48 MEDIUM SAND 37. ' d` C-2 LAYER 2.5 Y 7/3 f "-1 0 MEDIUM SAND 31.0, TOF EL. 43.5' PERC TEST Vent 25 GALLONS IN Nr MIN. t ' NO GROUND WA TER ENCOUNTERED 4 F.G. EL. 42.5' See Note 4 (t)P.) F.G. EL. 41.0' Note 4 (typ.) ' �•-.. '<. Fii'teer Foh�ric D-eax n Min. Desicon Doto 5t Top El. 39.8' (Min.) - Single Family - 5 Bedroom � c3 r3 O c o . Doily Flow = 110 x 5 = 550 GPD EL. 39.2' EL. 39.0' C3 E3 C3 C3 C3 Septic Tank: 550 GPD x 200Y = ocooa 1,100 GPD 1,500 Got �GOS tt Flow Equilizers C3 C3 C3 o a Use 1,500 Gallon H-20 Se Boffle Bot. EL.37.0' ptic Tank Setic Tank As Re uired - - H-20 Leach Chambers 1 LeaChlna Area Bedding. "Ts. "U"s, (4) 500 gallon & Baffels ;n 550 GPD / 0.74 = 743 SF FOUNDATION as Per Title 5 Test Hole.'2 El. 32.0' SF Required If Encountered Remove & Replace m Sidewoll = 219 SF 8Y " All Unsuitable Soils Within 5' of No Water Bottom Area = 539 SF OTHERS The Outer Perimeter of The System `' 758 SF Total Provided 1 10' Min. Groundwc`er ® EI. 2.5' 20' Per T.O.6 GW-Maps DeS g-n Crlamber. Min. � " All Pi es t be Schedule 40. PROPOSED SEPTIC SYSTEM PROFILE In o'� Washed use 4shed Gal. Leaching chambers .,� Stone Field as Shown. NOT TO SCALE ' Check: (758 x 0.74) = 567 gal (OK) Date: MAR 18, 2005 . Title: Prepared B Pre ared For: ,1; SITE PLAN P Y p, r'i e vised: JUL 27, 2005 PROPOSED SEPTIC SYSTEM IMPROVEMENTS Sullivan Engineering, Inc. Eugene Bo;ochin , Cb AT 10 STARBOARD LANE Oster ,Box o2655 30 Sycomr e Road 0 �� Scale: As Noted ti BARNSTABLE, -(ost"je) MASS. (508)428-3344 (508)428-3115 fox Newton, MA .02459 PSuIIPE600l:cam Project #: 25011 (NJ NOTES: l 1 1.) The property line \ ; ; information was compiled from available recordh`y 1 information. The topographic . information was obtained —, --- from an on-the-ground N \\ °' °� _- survoey conducted between Location Ma co w - 2,000t' 261A UG103 and 29AUG/03. 1'= 1 ,� 1 ` \ I ' I ; `---- \\ 2) The datum used was \ 1 I I `___ _ OVERLAY DISTRICT: 16 G<°°�� ' \ 1 1 '� `, -----` `� \ NGVD 29, a fixed mean sea °°,f°�r°'gay .� I ' i \► \, , ` ,�'- 11 \\ level datum. AP - Aquifer Protection District I o s 01 �. %+tn4leo� 1 11 �\ \\ �\\ �\ \` , N � T As Shown on Plan Entitled ns l vent � \ \ I �� �� I 3) The intent of this plan is Revised Groundwater Protection e \o o e 11 for the permitting of the Overlay Districts - April, 1993 septic system upgrade at 10 D- °x Starboard Lane Osterville teM E1=46.83'NcvD '29 \� ` `� \ I I l 11 and is only valid with an FLOOD ZONE. to of CB H Fnd \ , \ I � I � I I 1 'smote I I ; I I 1 i original stamp and signature. R move Tanks ) ; i ; ,� /� I Community Panel No. / I Existing . , , , , , , , , , , #250001 0016 D Lot 15(Lcc 19661E) I , • Dwelling CB/DH 58,194±SF 1.34fAc ► 1 ..,E. . , , // July 2, 1992 Fnd ) NO Stmo anw ' ' , ', ,^ ASSESSORS REF : / I / Swp I ing \ Design Data Map 185, Parcel 064 Nw Single Family — 5 Bedroom / / / h and Daily Flow = 110 x 5 = 550 GPD S ticTank: 550 GPD x 200'. = Zn- ��i , rr� N o., 1E 5 s I I I i,100 GPL) Use 1,500 Gallon H-20 Septic Tank P RF- 1 S1-/ , �/ ,/ I i II ; ' \\\ Leaching Area Area (min.) 43,560 SF** 550 GPD / 0. 74 = 743 SF ** RPOD Area (min.) 87, 120 SF SF Required Fron to (m in)in 20' Sidewoll = 219 SF ( ) Bottom Area = 539 SF Width (min) 125, CL 758 SF Total Provided Setbacks: Leaching Chamber Front 30 Design Side 15' Rear 15' All Pipes to be Schedule 40. ✓' '/ ' I '//'/' /' 1 Use �4)-500 Gala Leaching Chambers � In a Washed Stone Field as Shown. � HB / Check: (758 x 0. 74) 561 gal (O K) Legend: a 11 11 _ V Catch Basin S / / / ,, N�► ° ,� , O Water Gate (round) / BRBi i / to —Fnd , \ �5 e Utility Pole 0 i © Gas Gate OF ® Iron Pipe Perc Test 1P Test Pit \\ 73,4 LHEURFI-IX t ,E \ _ 1*4312 \`\ f 0 15 30 45 60 FEET NOTE: PREPARED FOR: PREPARED RY.• Title: Plan of Proposed Revision to relocate SAS. ( Sullivan,Engineering, Inc. Septic System Improvements CapeSury yN Eugene Boro ch m 7 arker Road P. 0. Box 659 30 Sycamore Road - Oster ilie MAr02655 Road At 10 Starboard Lane o y (503) 428-3344 / 428-3115 fox Newton, MA 02459 Field: <_ (508) 420-3894 / 420-3995fax Barnstable (Osterville) Mass. ,-, G•1B/JOD Rev. Date: Field: RRL/WHK Review: RRL Draft: I)WB/JOD Job #• 25011 Draft: RRL/WHK Date: Date: MAR. 18,2005 scale. 1 -30 q) Peview: 1S Drowin RL WHK Job J. C239 evised: JUL 27. 2005 T I �� � :.,� -- ----- ---�_.-- � I�---4t_.L E-LE.�/. S�-�o�.✓►.� AQ.E MEa.J 5EA �.��/Et_ --- - - - - - - - --- BaSE n o►J U S C � G� .5 r�iecTv r� Q.�.,J E ---•� --��-� Z P 1 TC.1-� ,A�.� L�v E S A r-t �r.f i M c� o f l b" F�c'� ur..►t`.CSS aT�+F�tsE �F'E.Gt>FtE�. � � \ I ALL. PIPES TO v►JZ) ]aJ -F nE CAST- I «2O J OC- X��lDvL.E AO P \./.C . T• 2 •-� n 0 0 C (a�— ALL- �3EPT(C T paO)iC , AVID l.E�•C►-t►►_►C-� Pn-�S SNALL le>E Z)ESW5i"Eo F;02. 1 2.C) k/+-FEEL- S . 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