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Home My WebLink About0123 SEAPUIT RIVER ROAD UNIT #A - Health (2) .113, SEAPUIT RIVER ROAD Osterville c� F'y �V No. v0 '—GO Fee 76 r�e1 BOARD OF HEALTH TOWN OF BARNSTABLE 0[pprication ,for Yell Construction Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( an individual well at: Locati -Address Assessors Map and Parcel car• Owner a Address ,►SIG ►.�S (a7 �..L ZXA , ®• �� _J �OO • QC-QC -"-' Installer-Driller Address Type of Building / Dwelling Other-Type of Building No. of Persons Type of Well -Ric, � �-3Q�'1> Capacity Purpose of Well l eo (!�XAT-10L-) no Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Sign le;'] Date Application Approved By Date Application Disapproved for the following reasons: li { Date Permit No. — Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (Compliance THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or Repaired( ) by Installer at .3 has been installed in accordant with the provisions of the Town A Barnsta�oard ealth Private Well rotjg�ction Regulation as described in the application for Well Construction Permit No. ;L&j �'��SDated 3/�07 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. "�w Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0[ppYicatiou _for Yell Cou5tructiou Vermit Application is hereby made for a permit to Construct(�� Alter( ), or Repair( ) an individual well at: 1ai)' 3 SE Tn14i 1 P d,a2 ra--) 0 c� Locatian-Address Assessors Map and Parcel Owner Address F ry k� S (�7 le—L-A— �.l LAA , PO. +emu S Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well "A 11 �;\/(°-, (�7 �+pY� Capacity Purpose of Well 12 IZ1 ( ICDO nK.) Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private-Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signe C� q Date Application Approved By Date Application Disapproved for the following reasons: ^� Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( Altered( ), or Repaired( ) by - � ti). (�r .1_l J-2i L-k-i�Jl• Installer at has been installed in accordance with the provisions of the Town olf Barnstab a Board of Health Private Well/Protection Regulation as described in the application for Well Construction Permit N- S -05Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cougtructiou permit No. ]/\j, Dr (Cj cGs Fee � Permission is hereby granted to Installer to Construct Alter( ), or Repair( an individual well at: No. Q 100 1 Street E - as shown on the application for a Well Construction Permit No.\J�G 1 GGS Dated B Date 3��-� Approved By r Jea �� Teti The-Town of Barnstable Office of Town Manager- * snartsr"LF, 9 Mass. g 367 Main Street, Hyannis MA 02601 i639. 'OrE 39.t s wwW.town.barnstable.ma.us Office: 508-862-4610 Thomas K.Lynch;Town Manager Fax: 508-790-6226 Email: tom.lynch(o)town.bamstable.ma.us TO Applicant for flammable or Explosive Materials Storage License FROM Richard V. Scali; Interim Director of Regdlatory Services SUBJECT: Pre-application Procedure Prior to filing an application for a license to authorize the use of a specific parcel of land for the storage of flammables or explosives stored in. a building(s) or. structure(s)° applicants are required to review the proposal with officials of the Health-Department, Conservation Department and Building Department (Zoning). CD This review is to assist the applicant in understanding any requirements of tl�e-,onmg, Health, or Conservation Departments which may apply to the proposed proje6tA, few, minutes spent early in the process in this area should prevent surprise or complications in un the later stages of the process. The applicant is required to complete a Licensed Premises Zoning Approval foIm and have the form reviewed and-signed by an official of the Building Department. Thek'signed ' form is to be submitted with the application submitted.to the Town Manager's Office. In addition, the applicant is required to have this form signed by officials of the Health Department and the Conservation Department and include this completed form with the application submitted to the Town Manager's Office: . The signatures of the Health Department and Conservation Department officials on this form is not intended to indicate approval or authorization, and is intended only to indicate_ that the applicant has discussed the project with officials of the Health and.Conservation Department and.been advised of requirements of th respective departments'. y Health Department Official Date: Conservation Department Official Date: Completed application for license attached? Yes No a Completed Licensed Premises Zoning Approval Form attached? 'Yes No Application Fee $100.00 paid? Yes No ' Name/Location of applicant: Q:\WPFILES\LICENSING\FORMS\Flammable&Explosives StoreagePre-applic.doc III. TYPE OF OWNER IV. INDIAN LANDS 0 Federal Government El Commercial F7 Tanks are located on land within an Indian Reservation or on ❑State Government (storage and sale) other trust lands. 0 Local Government Private ❑ Tanks are owned by native American nation, tribe, or individual. (storage and use) V. TYPE OF FACILITY Select the Appropriate Facility Description: (check all that apply) Gas Station Marina Trucking/Transport ' Petroleum Distributor Railroad Utilities Airport Federal Military Residential Aircraft Owner Industrial Farm Vehicle Dealership Contractor Other(explain) VI. CONTACT PERSON IN CHARGE OF TANKS C Name:/UIM E G 1+� ? 9 Ad ress Phone Number(include area code): f _a ' Job Title:. �l�if�-'�,�'�� Home: �� :7� � 7 )k-414 S Business:.J�� '74-e-7 a Y)g VII. FINANCIAL RESPONSIBILITY i. have met the financial responsibility requirements in accordance with 527 CMR 9-.00. - -- - - - - - - - - - -- - - - - - - -- --- - - - - - - - - - --- - - - Check all that apply: ❑Self Insurance O Guarantee 1-1 Letter of Credit Wommercial,Insurance ❑Surety Bond fO Trust Fund D Risk Retention Group n State Fund ❑Other Method Allowed - Specify Provide policy information, certificate of compliance information or other verification. VIII. ENVIRONMENTAL SITE INFORMATION This information should be available from local health agent, conservation commission, or planning department. 1. Tank site located in wellhead protection area '-Yes I PIo 2. Tank site located in surface drinking water supply protection.area ❑Yes FFNo 3. Tank site located within 100 feet of a wetland tJYes '�INo I 4. Tank site located within 300 feet of a stream or water body u Yes D6.No IX. DESCRIPTION OF STORAGE TANKS AND PIPING (COMPLETE FOR EACH TANK AT THIS LOCATION) Tank Identification Number Tank No._L_ Tank No.-Y, Tank No.3 Tank No..._ - Tank No. 1. Tank status a.Tank mfr's serial # (if known) b. Currently in Use 0 c.Temporarily Out of Use (Start Date) 0 d, Permanently Out of Use (Start Date) e. Underground storage tank(UST) IJ UST '_i UST l-_1 UST D UST UST 2. Date of Installation (mo./day/yr.) 3. Estimated Total Capacity (gallons) FP•290(revised 07/09) Page 2 G� Tank Identification Number(cont.) Tank No. ; Tank No. Tank No.E__ Tank No Tank No. 4. Substance Currently or Last Stored a. Gasoline 0 0 0 0 Motor vehicle or other use ❑My 0 Marina O MV ❑Marina O MV ❑Marina J MV J Marina ❑MV ❑Marina n other n other ❑other ❑other ❑other b. Diesel Motor vehicle or other use O MV O Marina ❑MV ❑Marina ❑MV ❑Marina J MV J Marina ❑MV ❑Marina [-I other J other ❑other L other n other c. Kerosene 0 d. Fuel Oil 0 0 "Consumptive Use"tanks need not be registered.. "Consumptive Use"fuel used exclusively for area heating and/or hot water. e. Waste Oil � 0 f. Other, Please specify Hazardous Substance (other than 4a thru 4e above) CERCLA name and/or CAS number Mixture of Substances 0 0 0 0 0 Please specify 5. Material of Construction-Tank(mark only one) Bare steel (includes asphalt, galvanized 0 0 and epoxy coated) Cathodically protected steel 0 0 Composite (steel with fiberglass) 0 0 0 0 0 Fiberglass reinforced plastic (FRP) 0 0 0 0 0 Concrete 0 0 0 0 0 Unknown Other 0 0 0 0 0 Please specify 6. Type of Construction-Tank (mark only one) Single walled 1 .1I Double walled Unknown Other Please specify Is tank lined? ❑Yes l No J Yes No ❑Yes i)JNo J Yes k No ❑Yes [No Does tank have excavation liner? Ll Yes (j[No L.l Yes 11No L.I Yes L�, C.i Yes f; o '1 Yes I`.I No FP-290(revised 07/09) Page 3 Tank Identification Number(cont.) Tank No. Tank No. Tank No. Tank No. Tank No. 7. Material of Construction-Piping(mark only one), Bare steel (includes asphalt, galvanized and epoxy coated) 0 0 0 0 0 Cathodically protected steel Fiberglass reinforced plastic(FRP) Flexible Copper, 0 0 0 Unknown 0 0 0 0 Other 0 0 0 0 Please specify 8. Type of Construction-Piping(mark only one), Single walled Double walled Unknown - Other • Y Please specify Has piping been repaired? C.Yes Cl No ❑Yes 'FI No fl Yes F1 No ❑Yes n No F Yes h No Is piping gravity feed? ❑Yes ❑No ❑Yes 0 No ❑Yes ON.o ❑Yes O No ❑Yes O No Date 2 X. INSTALLATION. COMPLIANCE, 1. Installation A. Installer certified by tank and piping - manufacturers B. Installer certified or licensed by the 0 0 0 implementing agency C. Installation inspected by a registered 0 0 0 0 0 engineer D. Installation inspected and approved by the implementing agency E. Manufacturers'installation checklists have been completed F. Another method allowed by 527 CMR 9.00. Please specify 2. Tank Leak Detection Tank Tank Tank Tank Tank (mark only one) A. Double-wall tank- Interstitial monitoring 0. El B. Approved in-tank monitor ❑ ❑ ❑. ❑_ C.Soil.vapor monitoring (check one below) ❑ Fl Monthly I-1 Continuous ❑ ❑ ❑ E. Other method allowed by 527 CMR 9.00. Please specify FP-290(revised 07/09) Page 4 i i Tank Identification Number(cont.) Tank No. Tank No. y Tank No: S Tank No. ` Tank No. 3. Piping Leak Detection(mark only one) Piping Piping Piping Piping Piping A. Pressurized a. Interstitial space monitor ❑ ❑ ❑_ ❑: ❑ b. Product line leak detector ❑ ❑ ❑ ❑ ❑ (mark all that apply below) ❑Automatic flow restrictor' O Automatic shut-off device ❑Continuous alarm* ' Also requires annual test of device and piping tightness test or monthly vapor monitoring of soil. B. Suction: Check valve at tank only (Requires interstitial space ❑monitor or ❑ ❑ ❑ ❑ line tightness test every three years)' 0 Interstitial space monitor Ll Line tightness test _ C. Suction: Check valve at dispenser only ❑ (No monitor required) D. Other method allowed by 527 CMR 9.00. Please specify 4. Date of last tightness test (tank& piping) 5. Gravity feed piping ❑ ❑ ❑ ❑ ❑ 6. Spill containment and overfill protection Tank Tank - Tank Tank Tank A. Spill containment device installed ❑ . ❑ ❑ El F1 B. Overfill prevention device installed 7. Daily Inventory Control (mark only one) A. Manual gauging by stick and records reconciliation ❑ ❑ ❑, ❑ ❑t B. Mechanical tank gauge and records El ❑ El ❑' ❑ reconciliation C. Automatic gauging system ❑ ❑ ' ❑ ❑ ❑ ' 8. Cathodic Protection (if applicable) rank Piping Tank Piping .Tank Piping Tank Piping Tank Piping A. Sacrificial Anode Type R� ❑ N ❑` LAN— ❑ ❑ ❑ ❑. B. Impressed Current Type ❑ ❑ ❑ ❑ ❑ ❑ ❑: ❑ ❑ ❑ C. Date of Last Test Date of Last.Third Party Inspection: r- X1. CERTIFICATION (Read and sign after completing all sections) NOTE:Both the copy being sent to the Dept.of Environmental Protection and the copy forwarded to the local fire department must be signed separately. A photocopied signature. will not be accepted on either document. I declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this and all attached documents,and that based on my inquiry of those individuals immediately responsible for obtaining the information,I believe that the submitted information is true,accurate,and complete. Name and official title.of owner or owner's authorized representative(Print) Signat r Date: l 1 FP-290(revised OW09) Page 5 Town of Barnstable Geographic Information System September 25, 2014 070005002 070009006 #106 #30 070003 070002001 070002002 #136 #172 #162 070009001 #0 �- 070010003 SEAPUIT RIVER RD TAn c #10 070012 070014 070013 #177 #165 070011 , 07002 02 0 #.123 070010001 � - k t 0, 60 Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:070 Parcel:011 Adjacent(Please choose abutter list type) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Default buffer of parcels adjacent to the selected parcel are only graphic representations,of Assessor's tax parcels. They are not true property Abutters W ..AT :E boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer h Town of Barnstable erne r� . a Regulatory Services Richard V.Scali,Interim Director + BARN eABLE, « 9� M& �0� Licensing Authority RFD MAC° 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4674 Fax: 508-778-2412 Licensed Premises Zoning Approval To All Applicants: Zoning approval MUST be obtained BEFORE an application can be accepted by this office. Fully dimensional floor plans, with egresses, fixtures and furniture marked, must be submitted to the"Building.Commissioner's Office, along with a fully dimensional parking plan, prior,to, or along with, this document. Plans must be initialed by the Building Department and submitted along with this form, completed and signed by the Building Commissioner or his representative, with a completed Licensing Application. No applications for a license or hearings on a license application will be accepted or scheduled until the above requirements are met. To Be Filled Out By Applicant: Uses/License Applied For UN 6&Zz MpL?N 0 5 70 466 e2F Z�, 6AT Location 1,7 1 io l TT t�1 U Business Name Business Owner. - Address Z <ePtPy I ri 13 Lj �� Telephoner Property Owner Town of Barnstable Map(s) and Parcel(s) No(s) List All Uses Of: Basement (Area) first Fir. -.(Area). . Second (Area) Third (Area) - Fourth (Area) Roof - (Area) Decks, Patios, etc. (Area) Date a4g Signature of Applicant ------------------------------------------------------------- ------:-------------------------------------------------------------------------------------------------- To be completed by Building Commissioners Office: Zoning District: - Is Site Plan Review Necessar y?................YES NO Are the above uses permitted? YES NO Legal Nonconforming Use YES NO Variance Granted YES NO Special Permit Granted YES NO Total. number of occupants permitted. Total number of parking spaces exclusively dedicated to the proposed business use and available at all times when business.is to be operated Signature of Building Official Date Q:\WPFILES\LICENS ING\FORMS\ZONQVGAPPRVLFORM.DOG PERC TEST:13,99 _ ZONE: RF-I Area(min.)87,120SF(RPOD) I'a� MT IIOLE-I ',mow TEST IIOLE-2 TEST DOLE-I ran to a (m i;)20' Mdth_ .. . .-....,..p.:. ' .4 u. .b..:- Front 30' lu .t S Side l ' .wr.'aa art, wrew a Rear 15' ,•. k FLOOD ZONE. t Imm,u.a xuaa..w '� ones II) Community.Panel No. "" ➢• j2 0 018 0 n > F.d July 'R. SITE PASSED � /�. // fnd - _ ' July 2, 1992' OVERLAY DISTRICT: AP-Aquifer Protection District >' n -Lot / C91DH �' //--�e—'^- ASi "d V, PIA /ve. /-� CS/DH • - - h 30 DIRECTIONS: q5 _ From Hyannis.- Take Route 28 Take o left onto Osterville Wes: E rs R° y1• + - and follow to the end. Take o lei Take a right onto Porker Rood. I g West Bay Road and continue os i to '+ nd and becomes Bridge Street. Foilo. �/ ✓ !np;• 8 •a'^ •P rcel to Oyster Harbors Gatehouse. Car. Ol' ` / •! then towards the left onto Sea— , / J. c. n 14.87 / .•5. Site is on the left, j123. / roads We ` +s + ' SEPTIC NOTES / .. LI.uJ:.dlGa.�f3o....i1:ro..GAm•..: ' '�Ig- � � _ Iria aA•F 4nrtiaF>tir,4.+urcw..� U( TPJ f/ 'PµfP":rl� Nrn ATmr:t Fwce�os6pad 4r TGt N. do+t' I J.wlx,.txrs,w f:b aa.La.wxr.lw•IJ'L:,..: r P �' �Lr'-P o. 13 e.a�nel dcs.lwr,m.ri•rwu� 0- CffVHpVWrvlx TnlhnYl4V Lmh4 Year t�lo. / V Lammoavv,1a 145Alrq.V VW \ \ Pa lid _ •buY WMmidl tamWrameu'alma•n F.._ \ �• J Ow•S.pitN aar.C,gvvnn a'dl,..l Ga:, + \ a i W -1'- vsra•r`sr",.�w.au.rluTi.Aaoa,>:u�sJ�a m L1l Im.lm J�n.ufm.:l a.1.-e..,• Ib�mxamm SGp b Isrnvm,H b LL fl`• I r I l In Dm.SWIw...Yum.�1m:40i.e,er., • P I 1 Lmgda'. - t D OX Il.m.san�n..en er..,..a,s,wLr.,:x::• } Gukuieal e,to l..,aa.ar L:nJ l>1.n w:n(� � 1 fll l .,rm�mmdlV6A.x•MJ::vwar�... U 2 - `so r a.rL.LIc.NwumF•.;w,n.-o....� CJ o u g `� a P I' + K-, 'a 99 + i0sa•XA -e i Za uNm a\ 1 t/ •� 1 aff Is, f GUEST&CARRIAGE.HOUSE J 1 I 1 rex o"l m xown I DESIGN DATA PROP • i leelnom frapdy110@a t &af Ifo,xr 1 �• 1 /K 6.73'. car.pan:xa.eyuuaro - _ - I p } a9vdNllYaro \s ( fL S� 3 I uw x4.ryu,errry�ffoy°rta '. ° 9 - TANK SIZE �- LCIR`nouc' . / � * �. Gml ..xa, CROSSSEC win. NlibwTlO.ra tNlFn 1\ t iay.,®mTd pop•YaO. ., u OwLa1W:O3Z. ! \ T.1IlryuIml.IJlo(YI1+1 oTL1':nb(]I•Il u. ■ I � �P a°4>Yn pR ,u..Ivoaa.I r..S.,a:,.Tw. rato.msr,- la.. Iw eWor,Pv. j. SFP x ��` cnuoroalma•1zoA tf. TA W•IJro(W TrL IaTwL•Y1di.(-lJf 4r.t 1Jf it At••LItl V. I we.P LC•ACHMO AREA UIL011:0-1Jl1 ff. /N. ..�� \. WtW IaIJ ILTAII.1N4i•pwrd ' eF1'C,FO.aI-!.•:L. � 1 \ fl:1r.rY-YIZ-IP•.ZK•n.eF I roUL•1611IF � I•_ CIE- - - \ Iluavv A,n.11Z.10•..ZI•iL Si rwTw-JJu sr. \ -. lm.um•ln a' t REL.:p9j.(/W LEACHMO CHAMBER DESIGN' I�nwL•lAgl•I.Nf 4J.1 •I.M iF.Y I.1JIf YF. a 1 w wet>. IbY a.IAOt'M419'tp All Fµnn45.8NJ.Ya U. I •JJu u. 4.EAMOUi !n 'wric ¢.Ir..ra.:al.w.x,f sr•.hN.sx... TELS ' P" I/ �� LOCATEp u xi LIE our PROPOSED \ —_ Q7571 C rEIY / PRO. n•r: s�aDr /..eo..r CBE CCS Il.ee' T REPLACED J 1 -_ BµK SA7 WS u �•r. R.20.3 J � yI ti'mx i PRCWosEp A DEVELOPED PROFILE OF . '••' I \ 16 T Ozave';%A g GUEST$CARRIAGE HOUSE SYSTEM Lines '.(.'. . 1 J Aff'Rat[D t FiRM Top 0l Coastal Btjnk •'1'.•�•.• 1 EW aROPOSED SOO NOT TO SCALE I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE.OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF.ENVIRONMENTAL PROTECTION 1 .. A 1 .. r . TITLE,5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Guest House 2 of 2 systems Property Address: 123 Seapuit River'Road Osterville MA 02655 Owners Name: Bernard Waterman Owner's Address: . Date of Inspection: April 26, 2013 Name of Inspector: (Please Print) James M. Ford Company Name: -James M. Ford' . Mailing Address: P.O.Box 49 Osterville.MA .02655=0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT s: . 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 th'e 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.- Passes -Conditionally Passes eds Further.Evaluation by the Local Approving Authority a Is Inspector's Signature: Date: Mav 3. 2013 The system inspector shall sub 't 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 i ****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 6/15/2000 page 1CW V L (,0/ V`� Page 2 of 11 OFFICIAL INSPECTIO`YORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 +. Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D k: 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 310 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 system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. 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 x years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration 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 r , ND explain: a The system required pumping moreahan 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 i ` t y .. Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM a PART A CERTIFICATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 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: . t, i 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 1 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 tar 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 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 are triggered. A copy of the analysis must be attached to this form. a , 3. Other: 3. 1 � 1 Page 4 of 11 fi OFFICIAL INSPECTIONYORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEVt AGE DISPOSAL SYSTEM INSPECTION FORM PART A ;CERTIFICATION (continued) Property Address: 123 Sedpuit RiverRoad Osterville,MA Owner: Bernard Waterman Date of Inspection: April 26: 2013 j , D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ 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 clogged SAS or cesspool `. 3 ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ 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. ✓ 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 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ 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 are triggered. .A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the 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 System: 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 apply 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 question 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 th, appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTIONFORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 123 Seapuit River Road Osterville.MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 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 cogiponents pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two_week period? ✓ Have 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? ✓ 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 ✓ 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)]. 4` 1 s 5 f Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' SYSTEM INFORMATION Property Address: 123 Seapuit River;-Road Osterville.MA ' Owner: Bernard Waterman Date of Inspection: April 26, 2013 ;r FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 2 Number of bedrooms(actual):' 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220' Number of current residents: 0 Does residence have a garbage grinder(yes or no): N/a Is laundry on a separate sewage system(yes or no): N/a [if yes separate inspection required] Laundry system inspected(yes or no): no Seasonal use(yes or no): no Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): .' gpd Basis of design flow(seats/persons/sq/ft etc.); . Grease trap present(yes or no): 1 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): GENERA_ L INFORMATION d Pumping Records Source of information: Was system pumped as part of the inspection,(yes or no): If yes,volume pumped: gallons--r.How was quantity-pumped determined? Reason for pumping: y TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yesi 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) 1. Tight Tank Attach a copy-of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation -unknown Were sewage odors detected when arriving at the site(yes or no): No iw 6 S; Page 7 of 11 OFFICIAL INSPECTION'FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) r Property Address: 123 Seapuit River Road Osterville.MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 3 BUILDING SEWER(locate on site plan) is 4 s 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: 24" Material of construction: ✓ concrete metal _fiberglass _polyethylene _other(explain) y If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000 Qal. 1 Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle'condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). The Tees were present. The tank is in new condition. GREASE TRAP: None (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, 7 r Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 1 , Property Address: 123 Seanuit River Road Osterville.MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 TIGHT or HOLDING TANK: None (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: None (if present.must be opened)(locate on,site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution'to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): . PUMP CHAMBER: None (locate on site plan) 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 , Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Water,nan Date of Inspection: April 26, 2013' n SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: , Type ✓ leaching pits,number: 6'x 6' 1000 Qal.' 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 ponding,damp soil,condition of vegetation,etc.): The pit was dry and clean. There did not appears-to be any signs of failure CESSPOOLS: None (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: f 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: None (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.): 9 f - Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seapuit River Road Osterville.MA '•' Owner: Bernard Waterman Date of Inspection: April 26, 2013" SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or ' t benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. { 1 e,C,k (3rACk .r . a ao a� �y as 10 • Y �I r f Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seapuit River Road Osterville.MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 15' +/ 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: Topographic and water contours mans Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the maps were showing approximately 15'+1 to ground water at this site. This report has been prepared only for the'septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the fuuture. There have been no warranties or guarantees,either expressed, written or implied, relating to the septic system, the inspection,this report and/or any components of the septic system which have not been located and inspected. 1 A a M IVlay.( �0056 TOWN OF BARNSTABLE LOCATION S&Ao e AV-MO. SEWAGE# V-ILLAG d OL� ASSESSOR'S MAP''ll&PARCEL P INSTALLER'S NAME&PHONE NO. KObCft- & 0V(- �d b5�8 SEPTIC TANK CAPACITY +WO (AmR(K -(rMe(1+ LEACHING FACILITY: (type) �7-S�yal te,t' (size) ® 44 al,M NO.OF BEDROOMS � OWNER SOCA,` PERMIT DATE: COMPLIANCE DATE: '49b//44 Separation Distance 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 } Q a9 a 0 0 =9 -3 4O ST Q IhOl 41 -V b � - Ffi No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS (961- RppliLation for Veposal *pstem Construction permit Application for a Permit to Construct("(a—Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. v/-�-,? ,Sz lv,4 i/�(/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel / //�� Installer's Name,Address,and Tel.No. �. - q— Design is Nameedress,and el.No. Type of Building: Dwelling No.of Bedrooms ` Lot Size e sq.ft. Garbage Grinder( ✓�� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) gpd Design flow provided L � gpd Plan Date �' �/� Number of sheets Revision Date Title Size of Septic Tank 3fJ1�/7vJ�'^ L"%� Type of S.A.S. Description of Soil/ ��— �f P/ .�" /d IJ it Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of alth. 1 kifted Date /4) L Application Approved by .0 ACTDate Application Disapproved by Date for the following reasons Permit No. r2U Date Issued No. Fee ° . in computer:THE COMMON H WEALT OF MASSACHUSETTS Entered Y PUBLIC HEALTH DIVISION - TOWN"OF BARNSTABLE, MASSACHUSETTSkk Yes �YL application fOC ]Di Oral Opstent Construction ermit.. Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components 7 Location Address or Lot No. /� S��✓� (/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. as 1st U Designer's Name, dress,and el.No. -Type of Building: /Jj t ffl&el, ,p u Dwelling -No.of Bedrooms I f " Lot Size sq.ft. Garbage Grinder , Other Type of Building No.of Persons Showers( j) Cafeteria Other Fixtures a r` Design Flow(min.required gpd Design flow,provided /,0�� gpd Plan Date ' /3 Number of sheets Revision Date 4 " Title - ,,,,,,� - Size of SepticrTank. ,1/ 9 l�y'" e/ice^ Type of S.A.S. Description of Soil d 3�l Q/ f" /d v, Nature of Repairs or Alteritions;(Arisvaer when applicable) - Date last inspected: ` Agreement: a III The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in w 1 i accordance with the provisions of Title 5.of the Environmental Code and not to place the system in operation until a Certificate of i Compliance has been issued by this'Board of Health. ed C' Date �U)116—)1 O1 4/ Application Approved by J/ /,;�1 Date A licacion Disapproved b ,. Date PP PP Y for the following reasons r Permit No. �j`/ �'�j Date Issued {r t --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(� ) Repaired( ) Upgraded( ) Abandoned( �� at 1�/ e"I has been constructed in accordance with the provisions of Title 5 and the fo Disposal System Construction Permit No.a�) 3 ' 3�dated M � r / \ Installer sle-ip ( � Designer Is ti-PL&A &f MtAA14 #bedrooms , Approved design flow gpd The issuance of this permit shall not be con rue 'as' arantee that the system will cti designed. Date D .-J ' Ins ector (�ll f;C 4G �Ro P W_ _ XiA No. '� � Fee "'---�• ti t THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction 3dermit Permission is hereby granted to Construct( ) Repair( ) �_ Rgrradw( /Abandon( System located at /Z z C i er Po 1 f �'? fLl 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction in st bee comp eted within three years of the date of this permit. Date / Approved by { -- -v. -- , �� a, 3 " 3c1� �► = T ; ' LSD No. � r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Mi8pnd *pstpm Construction permit Application for a Permit to Construct(v< Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. IVI \~ (w%k Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 010—0 t C'ArS L L L Installer's Name,Address,and Tel.No. De i er's Name,Address,and Tel.No. 8? a s cPv.l�C ssaF 90.E OS-`zl -334 Type of Building: %A Ou s,!� Dwelling No.of Bedrooms Lot Size 1 1% q -sq-C. Garbage Grinder 00) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qql gpd Design flow provided 104b gpd Plan Date n`L�__ -7 t Z 013 Number of sheets Revision Date Title SAC �6ft 1�taQ�Sa � 1 r� ,6 Size of Septic Tank 3M GNL--?_ Type of S.A.S. 9"500(e14t. &!6-s tr1 Description of Soil 13.glf q O-S" 0 LkieR 5-I6" OfMe! , (may$&MO 101& Z l tin N-36" 6 Lmn Skim) 10 a 0i 70+ (-LA NA MED _) toys714 Nature of Repairs or Alterations(Answer when applicable) 5M A{Sa &YONSC' %WC 9070k- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f Health. Signed Date Application Approved by I r Date a — 7—/ Application Disapproved by Date for the following reasons Permit No. c�o 13 3 Date Issued �G 3 TH 7,COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTQFY,thn the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by t WL a 1-� at 1— � Vitr NON has been constructed in accordance with the provisions of 1T,itle 5 and the for DisposalSystem Construction Permit No. ao13-- d dated Installer��c/CL 1► (�J {J Designer GvA w tl #bedrooms g�'� Approved design flow � gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector i�• ' . (i� ,�.'�./� `I ,��v�,��,'2f ♦'• � ,r ��"'^iat•. , Xxr.�F j'�'� .' . h. i II col 3 — 39 ' _gt � �s , t, ., No. _ wt k� i;4 Z`` t cv Fee ;C� THE COMMONWE'ALTM,OF MASSACHUSETTS Entered in computer: Y�_ es PUBLIC HEALTH DIVISION,\-TOWN OF BARNSTABLE,WASSACHUSETTS Zipplication for Mispoz$l pstem Construction Permit Application for a Permit to Construct(.,< Repair( ) Upgrade( ) Abandon( ) [<omplete System ❑In i dual Components Location Address or Lot No. Z j 5e,.kP-%k kvly r Owner's Name,Address,and Tel.No. V Assessor's Map/Parcel J I p _p t k C'ArS L L C.. ° Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. � Lu (n `i a y Type of Building: U1 vw1lQ i yvr C�Z(c 5 Dwelling No.of Bedrooms } Lot Size ,Z `� Atr e�, -sg7ft. Garbage Grinder Other Type of Building i No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 9q y_ gpd Design flow provided 10 4 D gpd Plan Date U`�_- - 0 1 Number of sheets Revision Date Title{ t7�cn R-,i9o5ed In.,Orddt�P✓1`5 Size of Septic Tank a(=(.gt.-7 Type of S.A.S. 5y0(,,hi- Oy' n6r-, ir, Description ofSoilpe"- y?.gcf q 0-5 " 0 LA hk 5-1C NIIMtk LLA M 1,r W 10'16, ZI I (�•36 �� Lr��I�Q i_��n�l S�M� lu��,GI� 3(� + L l.�ti t rHi Nil 1 U` 114 Nature of Repairs or Alterations(Answer when applicable) �~ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of ~ Compliance has been issued by this Board f Health. Signed% ��, X Date Application Approved by ` Date /a /- -) 3 Application Disapproved by Date for the following reasons Permit No. aU/3 — 3'W Date Issued /G - f 3 ------------------------------------------------------------------------------------------------------------------------------------------ TH FK COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ` THIS IS TO'GERTIFY,that the On site Sewage Disposal system Constructed Repaired( ) Upgraded( ) r Abandoned( by at ek R. has been constructed in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. d 013-1�0 dated Installer �; �,( C ��C c (I_ cl Designer #bedrooms `t;'i�, Approved design flow �.� gpd �a The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 1 Inspector �- s No. Fee 1{'ti y THE COMMONWEALTH OF.MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS' r_ _ ;Disposal .6 stem Construction Permit a Permission is hereby granted to Construct }Repair( ) Upgrade( ) Abandon( ) System located at 17- � Se ti "•` ,v?r I\�w ` a a and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ' Title 5 and the following local provisions or special conditions. y ' Provided:Construction must be completed within three years of the date of this permit. Date I 0 — r Approved by r" • f: . T ! Town of Barnstable Regulatory Services ti Richard V. Scali, Director BAR "eLE, ' Public Health Division v � •i639 �� t639 Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: N oy 12 )2014 Sewage Permit# 201�- Assessor's Map/Parcel 678 Installer & Designer Certification Form Designer: GyL-L-W AW &s c.I ,E"�X, AG�w—Installer: CC)q, � oU�- C o I+v,c. Address: 7 p"i�2aGEc Q-0,4-f7 Address: 2g GdEA i W05 i-Efckk RV �54-P-V ILA.E AA MAAWlLH+ MA bz(.4 S- On �erBo� �J,w(Z, Co �Kc was issued a permit to install a (date) (installer) p�� l.J�5 Z!el�1 c L-G— septic system at 12 3 S CA?U&T- Cjv CC `KQ based on a design drawn by (address) �w 4.i�Ar.d C�i61A►tc21►•�G �I.�G dated L4,rEs, Air-- 9/10/2CA-A (designer) V 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 aspdilt by designer to follow. Stripout (if require• inspected and the soils were fou d s'atisfact CF." r' FFM R SUU NO.2073:1 (Installer'( ignature) LL esigner's Signature) (Affix Designef's Stamp 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 formsWesignercertification form.doc TOWN OF BARNSTABLE q LOCATION1� S� yi+ o ILU SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I S00 4. 1A_20 LEACHING FACILITY: (type) �� (size) NO. OF BEDROOMS OWNER 0 PERMIT DATE: f U�� (w�� COMPLIANCE DATE: Separation Distance 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 I��i'�t WkA -T% C4 n o pCXI Q N s ease, + G Arse, A(r' _ TOWN OF BARNSTABLE LOCATION I a� S tAP V t1 r\V PQ SEWAGE# VILLAGE 0 STVV iky_ ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY C Lsspf� S LEACHING FACILITY.(type) (size) NO.OF BEDROOMS J OWNER (A)14M,(m,41) PERMIT DATE: COMPLIANCE DATE: Separation Distance 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) T Feet FURNISHED BY'r/1 SO e(iT&J .,X- u G r pElp O --o Q-� TOWN OF OF BARNSTABLE LOCATION /a 3 y m Vt+ ny SEWAGE# VILLAGE n SnrV i ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY O'ZJO LEACHING FACILITY.(type) P I (size) /On NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist orr " 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) --� l Feet FURNISHED BY T A e.GT J . 0�G �� 3 0 w ' - �- 2F - o c 7 4� G` C� No. ZD I r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co pater: Yes PUBLIC:HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Rpplitation for Disposal *pstrltt ConstrUition j3Prinit Application for a Permit to Construct(l,.Y Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Co ponents Location Address or Lot No. 1Z.3 PowOwner's Name,Address,and Tel.No. / Assessor's Map/Parcel O-A--at Installer's Name ddress,and T .No. - 7 Designer's Name,Address,and Tel.No. c r w L R0.N � 5ai• -33�! Type of Building: Dwelling No.of Bedrooms 3 t Z Lot Size 3 7-1 t Garbage Grinder,J4 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Sri gpd Design flow provided 5(00 gpd Plan Date (C,14;w l 2Q( Number of sheets Revision Date Title �i�c N;Jyj0"5C1 ry,,e0*6N5 Size of Septic Tank Z," �Ua (��` Type of S.A.S. 4-500 Wtq_ I;W Description of Soil 0-S" 0LONK 5��6�� Lk*X uwmi sA� ib`IC Z97_ 14-34`' BIMM� s Ion<4l� Nature of Repairs or Alterations(Answer when applicable) _SEC-; Ai st IMorw "llysc VERMCT Date last inspected: Agreement: The undersigned agrees to ensure the construc ' n and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi ental C e and not plplace the system in operation until a Certificate of Compliance has been issued by this Board Hea /��/�r'- Si ned _ Date V Application Approved by Date JD% t Application Disapproved b Date for the following reasons Permit No. 2P I S P Date Issued 0 12 7. o {, a Fee Entered in co THE�OM1I�ONWEALTH OF, MASSACH`USETTS puler: if PUBLIC¢HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS, Yes 0tiration for Disposal 6pstem CoristructioTY VPrmit Application for a Permit to Construct(may Repair( ) Upgrade( ) Abandon( ) �E'omplete System,.t, ❑Individual Components Location Address or Lot No. 1 2,3 jcy pia,ry e✓ Owner's Name;Address,and Te1.'No. � Assessor's Map/Parcel v-jp_p Installer's Name,Address,and Te.No.S0 F- S O v 6GLS_';7 Designer's Name,Address,and Tel.No. t I t f Z A � 1.o.•l�o G �� 1, lLv Type of Building: 0,;26 V mA Z(n Yy t Dwelling No.of Bedrooms 3, �r-L_ , Lot Size �i.Z`3 +MRCS sc#ft. Garbage GrinderbcU Other Type of Building No.of Persons Showers( ) Cafeteria( ) ( Other Fixtures Design Flow(min.required) S S U gpd Design flow provided gpd Plan Date h)��u�.4 �] 70 l"� Number of sheets Revision Date ' Title SIC 0r•h \��n��c ZMJ� v✓v�r� - { �izeof Septic Tank7_^ lSou TypeofS.A.S. y SISD (cry f rvt�.S 1� �Z'IU xWZ\ f/ Description of Soil-Rr( ��,y� �� L IR�I��` ��b �. �C C 'IhX L(4mll $A hJC! l bl k 2 11 Nature of Repairs or Alterations(Answer when applicable) 7 { %C- At to A\A\&J r Date last inspected: _ Agreement:- The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t accordance with the provisions of Title 5 of the Envir.'fimental C e and not to place the system in operation until a Certificate of,,. rofi Compliance has been issued by this Board �ealtli. t i Signed elV C, Date Application Approved by Date Application Disapproved b " Date for the following reasons Permit No. 2n 1 Date Issued ------------------------------------------------ T11 E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,--T Repaired( ) Upgraded( ) Abandoned( )by ` at has been constructed in accordance I - ' - with the provisions of Title 5 and the for Disposal System Construction Permit No. 13 -341 dated 101-4/zn j� t Installer PQ KZ_ (mil t, Designer TTT-TTT"' a #bedrooms Approved design flow 1 gpd The issuance, of this permit shall'not be construed as a guarantee that the system will function as designed: N � r ; /1 ! f t r Date �� eM ` . '' ��'P �� t Inspector t r t --_ —No.�O13----3c-I ---`-� ti .- ---------- �-�'�i-- ------------------------- ----' V--------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS , ]Disposal 6pstem Construction permit Permission is hereby granted to Construct Repair( Upgrade( ) Abandon( ) System located at tZ `;ec,QjA kw Q/ gorIkA M and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 1 ' Provided:Construction must be completed within three�years of the date of this permit. Date /.0/:7 10013 Approved by . �_, - . _ � { r� "�r , y, y� ,y `¢ T®wn of Barnstable ,X Q� ti x _ • " tiZegulato S&VI" s ` 1A1N81Ax.E. Y 7 L. - € 2 a i t 1 t ft Th®mas F GeileI Dir for k r ' '"°``� ` , "' Publac.Health.Di�slon x i 'y z ,,;: ,` Thomas McKean,Director .x t 200 Main Street,Hyaenas,MA 02601 '7 * y g:. Office 508 862-4644 i A � . i :Fax 508 790-6304 A r A z G ^fro+, - 3p, f F !� - .�11 v"1.I_1ft 7I1.."�,.,,.��-,,;�.I.�,-�.,".,��"��II1,-1I"_"I-_�.II.'-,_:I..L1,"1., _,j-I+..��'.I7.�._I-,.�'III"7.�''-..+.I.Ii.1�,..1!,.10_: Imstallea•:� De`sa�aer Certa#acation Foram , �- - _ p „� Y. DateSe®vage Pernnat# Zc(`3 3� 'Assess®r's Map�acel I f ., ,� . esmgner '(S��\1��c[,nj .- , __erv� Sec stallea� :# `` K Address ,. ��1 : 1 Address F H a t , Fz a ,. J�r4 On,: (7 (j3' ` - 1 ' was issrzeo a penes to install a � ' R t / (date) (installer ' septic system at.1�Z 3 �g�� '��^�- r�va.� �� '� -2 , based . a d-.,- draw. by 4 r . ",, Y(address � g g �t�i�-QkDsg M.fiv s dated' Z- . ' ` ,z ' (designer)- M -' I>` ` �I certify-that the septic system referenced 6&6,Wag:ifist ,ge&substantially I x , according to the design, which`may include'minor.approved'changes such as' t z laateral relocat'on of he distribution ox ancVor septic t �{"- - - ` JA�QP o f �l 9 R. h� -,'EJl S� (Far' M 1 ..1 ..,�. Y� k' G ^ { I certify that the -..system`referenced-above was installed with,ma�or changes (i.e.greater than 10' lateral relocation of the SASor any°vertical relocation of any component"of�tl e .epticsystem)-but in accordance with State&Local r w Regulations Plan revision or certified'as built by designer to follow (Installer s,Sigiaature), �� ° _ Y ,` o 'JOHN Ga k 1 . . �„ . y.. g �r - v �^ .. Al �q�qs^.. c ,K i. N pji�gg$$ ��/® a signer's Signature) (A$ix DesignerStamp Here) t v' 0_ . x,° _ *" Y : - - TE OE TIFICA ALTH DIi�ISION.,CEIt P LIC HE 1 I.`-PLE.�SE RETURN;TO BAR_I 1.A I LE „UB CO1VdPLIANCE;MI.NO'T.BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE' `.RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION-THANIg YOU j ft r' Q Health/Septic/Designer Certificatron Form 3=26-04.doc , z >11= - ! ,. ` A y p s s., i } - '� '� as - III i 'I#,.� - so- '� . :• , .. ' r I ., . 1' 'Nz is F L'I Town of Barnstable Barnstable 'WE l � Regulatory Services Department ""'"' `�C'� 1' 1 * ` KAS& Public Health Division En aim 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL #7.012 1010 0000 2851 0008 September 6, 2013 Mr & Mrs Bernard Waterman Trs % Nicholas Gleysteen, CAJ, LLC 125 High Street, Ste 801 Boston, MA 02110 • ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 123 Seapuit River Road (Main House & Garage), Osterville, MA was last inspected on 4/26/2013 by James M. Ford, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of. the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Single cesspools automatically fail in the Town of Barnstable. If repairs/replacement are made in same location (under driveway) I an H-20 load bearing cover must be installed. Otherwise a change of location is recommended. You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF HE BOARD OF HEALTH • Thomas Mc ean, R.S. CHO Agent of the Board of Health Q:\SEPTICEetters Septic Inspection Failures or Future Eval\123 Seapuit River Rd Ost Aug2013.doc i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE_OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL.PR TECTION TITLES OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART'A CERTIFICATION Main House&G'arage w/apt. 1 of 2 systems Property Address: 123 Seanuit River Road Osterville.MA'02655 Owner's Name: Bernard Waterman Owner's Address: Date of Inspection: April 26. 2013'}' Name of Inspector: (Please Print) James M.Ford Company Name: James M.Ford Mailing Address: P.O.Box 49 OSterville,MA 02655-0049 Telephone Number: (508) 862-9400 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 i5.000). .The system: . Passes Conditionally Passes 'Opeds Further.Evaluation by the Local Approving Authority ✓ ils . Inspector's Signature: Date: May 3, 201.3 The system inspector shall su it a copy of this,inspection report to the Approving Authority(Board of Health or DEP)within 30 days of compl ng 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. *Single cesspool and in driveway 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 6/15/2000 page,1 ((0 �L f Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Waterman Date of Inspection: April 26, 2013. 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 310 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 system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. 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 exfiltration 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 _. Page 3 of 11 OFFICIAL INSPECTION,FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 , 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 1 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 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 are triggered. A copy of the analysis must be attached to,this form. 3. Other: 3 r ` o H Page 4 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 123 Seapuit River Road Osterville:MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ 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 clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool Iis'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. ✓ 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 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ 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 are triggered. A copy of the analysis must be attached to this form.] Yes (Yes/No)The system fails. I have determined that one or more of the 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. **Single cesspools fail in;the town of Barnstable E. Large System: 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 apply 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 1 If you have answered"yes"to any question 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. i 4 t t . • Page 5 of 11 _ r . OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 123 Seapuit River'Road Osterville.MA , Owner: Bernard Waterman Date of Inspection: April 26, 2013 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? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? N/a 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? ✓ 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 ✓ _ 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)]. h , i 5 r Page 6 of 11 b! OFFICIAL INSPECTIOt+T FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 123 Seaguit River Road Osterville.MA _ Owner: Bernard Waterman Date of Inspection: April 26, 2013 . FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): No .[if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL 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: Unavailable { Was system pumped as part of the inspection(.yes or no): If yes,volume pumped: gallons--Howmas quantity pumped'determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system 4. ✓ 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): Approximate age of all components,date installed(if known)and source of information: ` Date of installation unknown-orikinal system in 1940's Were sewage odors detected when arriving ai the site(yes or no): No 6 j, Page 7 of 11 .: OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seanuit River:Road Osterville.MA Owner: Bernard Waterman Date of Inspection: April 26, 2013 . s 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) (Cesspool acting as a septic tank). Depth below grade: To rag de Material of construction: concrete '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: 4'W x 3'T x S'bottom to grade Sludge depth: 2' Distance from top of sludge to bottom of outlet;tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee bi•baffle: Distance from bottom of scum to bottom of outlet tee or baffler How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): There was no water just 2'ofsludQe. Steel cover was to grade. There was another cesspool that could not be opened do to a gas line and 2 water lines right over the cover. 1 '. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): G Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of nutlet 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.): 7 .+ Page 8 of 11 OFFICIAL INSPECTIONFORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seapuit RiverRoad Osterville,MA Owner: Bernard Waterman Date of Inspection: April26, 2013 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _inetal _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: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (locate on site plan) 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,): Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 123 Seapuit River Road Osterville,MA Owner: Bernard Waterman Date of Inspection: 4pril26, 2013 '. SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: . ✓ overflow cesspool,number: I Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): The overflow cesspool was 6'Wx 4'Tx 8'bottom to grade. The garage flows to this so it is treated as a single cesspool It is also in the driveway and not H-20 loading.A steel cover was to grade. There is a 2"line coming in could not confirm where from Maybe boat house system? 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: t 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: None (locate on site plan) 1 Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 • �� Page 10 of 11 OFFICIAL INSPECTIONTORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) . Property Address: 123 Seapuit River Road Osterville,MA . Owner: Bernard Wategyan Date of Inspection: April 26, 2013 i 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 , BOAT ' M dJs� GAS I�n� & F�on�f poop `0qv Gore/ i �a 7 OV Gl 4 �1 LGArASIL 10 s Ii Page l l of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 123 Seapuit River Road Osterville.MA s Owner: Bernard Waterman Date of Inspection: April 26, 2013 SITE EXAM Slope Surface water Check cellar ' Shallow wells Estimated depth to ground water 15 +/- ' 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: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the maps were showing approximately 1 S'+/-to ground water at this site. 3 ' k This report has been prepared only for.the septic system and components described herein. This septic system was inspected and failed as of the date of ne pection. This report is not a warranty or guarantee that the system will function properly in the facture. There have been no warranties,or guarantees,either expressed, written o'r implied, relating to the septic system,the inspechon, this report and/or any components of the septic system which have not been located and inspected. a 11 � o No. ------ -- -:--'=- Fee------- ------------- BOARD OF HEALTH TOWN OF BARNSTABLE App[icationArVell Con9tructionPermit Application is hereby made for a permit to Construct (4,1, Alter ( ), or Repair ( )an individual Well at: J.)?, SeA,.,7- /?, zr 1Rd -- ------- ------------ -------------- - ---- �/ Location — Address Assessors Map and Parcel e A.t j � /� ^ os i�Vc!l. ---------------------------- --- ----- ----------- Owner Address JJ J_ ✓✓ r1� _---—------------ 01`— f?o aSti + �-4 -- -- - Installer Driller Address Type of Building Dwelling----------------------------------------------------------- Other - Type of Building--------------------------- No. of Persons--------------------------------- Type of Well ---- - ---- - Capacity---- - - --—---- Purpose of Well_ — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed -- w date Application Approved By -- - - -- -- date Application Disapproved for the following reasons:------------------------------------------------ ------------------------------------------------ �— date Permit No.—�/ - - -- Issued---------------- -- ------ -- --- v date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( 4', Altered ( ), or Repaired ( ) by--- --- 4 sc ff -------- ---------------- Instailer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------Dated----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- - Inspector Q No.. - ---- -- - ----- Fee------- ------------- ''a BOARD OF HEALTH ------------- a TOWN. OF BAR STARLE L ti.4pCicationore1Y �ongtructiottrrnait Application is hereby:made for a permit to Construct;(l/J Alter ( ),.or Repair( )an individual Well at: - - + [&anon Address Assessors Ma °and Parcel'{ — — -- y P' t YAP/tiv/r< tvo (vi�tivcv _ y j�3 SeFuiT__�:_��,j /. .•oS}�cw�// Ownei Address ------------- -------------- -- PO �O �GO !M m 5 _� - -X ------ Installer — =---— _ - Driller . . Address Type of Building Dwelling ----- Other Type of Building --- - No. of Persons- ------------.------------- TYpe of Well 4t i0Jc —_��___ — — F Capacity___- Purpose of Well /rig .Agreement: The undersigned agrees to install the aforedescnbed individual well.in accordance with the.provisions of The Town of Barnstable Board'of"Health Private.Well Protection Regulation The undersigned'further,agrees not to ,, •place the'well in operation until a Certificate of Compliance has'been issued'by the Board,of Health.' i Signed � -�%�% - — — .1 t r ` date Application Approved By. date ' Application Disapproved for'the.,following reasons: r �wd.:F+,.-„- ---------- — �. _ � ------------- -. -' --- -------- ate-------. _ -d Permit No. — Issued=---- - - ate. aYAlio?ii28!b��4 O ��'+i3sgS.'��51i oMeL�'li?7, Si_u�/��GS�ie��l^�4a^14S i9�0 84iSi`E�TSQaio,4i4iC!�IpOs^i'BG4iO5 ti'y64illi}o'1�pd�^�.k�e�'��4i9M1!is�9�il��A'rl6lpShlL4 Tai449ie"Ra24'7s�x'd3i14�®i.'. BOARD OF HEALTH TOWN O.F BARNSTABLE 1 :Certifit�ate f Compliance` -�. THIS IS'TO.CERTIFY; That the Individual Well Constructed'( �' Altered .( ), or Repaired ( ) I� Installer ---- --r ---------- - -------- —` k at— -- 3 has been installed in accordance with the provisions of the Town of Barnstable.Board of Health Private Well Protection' Regulation 'as described in the application for Well Construction Permit No. -- ------ -----Dated--=-- �. _THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED'AS A GUARANTEE THAT THE WELL. SYSTEM WILL FUNCTION SATISFACTORY. i DATE`- ---- --- .._� ;ti -- Inspector - - -- ------- -.. -. �`7eliA3�iSdilE!!�"eei'mOTiffD9ig6F6R.',3'r�IpO�BD>M?tS6&b+�ti9&.G.Raea96f ?�,�2T:siRa93¢isafb95rlf9#4tlx6masB4ia/WimGmli?yr�±ggiR Vr.TCbj�l694!b4ATe"4Si Ti�6!iiTi��+i!i4ildTi�i^.l<'iw BOARD OF. HEALTH TOWN O.F. BARNSTABLE lei[ ontruttiotterrriit ` No. Fee-- iJ A Scva w1(,� Permission is hereby granted __--_— to Construct ( H, Alter ( ), or Repair( )'an Individ We j ! street ------------------------ as sho� application for a Well Construction Permit No. -__ Date - ---- ---- ------------- Board of e lth DATE— qq - LOCATION SE AGE PLERMIT.. .NO. rLLACE lz INST�A LE . 'S NA i ADDRESS {�J., /f P e U I L D E R OR OW ER DATE PERMIT ISSUED %2-- - DATE COMPLIANCE ISSUED ,_�`�� `$ 9. r No_gk=6 FEs...e(........... ~ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ ....... ......---.....O F........................................................................:................. Appliration for UhiposFal Works Tonotrnrtinn Famit Application is hereby made for a Permit to Construct (f or Repair ( ) an Individual Sewage Disposal System at: ...., '� ---\6�.--Ma............................ ....... -- ..... V................................................... Location-Aedress `- or Lot N . �. .....am-_--- .._.. .cam .:.............. Owner Ad ess Installer Address Type of Building —7—o®� �wt Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) p., Ot —Type of Building .................... ...... No. of rsons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures -----------" .1__�� .._... b W Design Flow...........................................gallons per person per ay. Total daily flow......................._..._...__......._...gallons. WSeptic Tank—Liquid capacity. .gallons Length................ Width................ Diameter................. Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY-------------------------................................................. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_-___-_______--.__-----. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+' ---------•................•--•--.............---•--..........-----•---•---••---......•-•-•--•- 0 Description of Soil................................................................................. --------------------------------------------------------------------------------•-•--- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Nature of a airs or Alterations—Answer when a hcable.__ .,,��++ �4.��_... _ . .._....5 /1 U P . PP *��-. f} ... 1-------------Z e�t a1 ................ /r........------------......--------------------------------------------------------------------------•---•-•-•---•---. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:i2Tl.i� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a'Certificate of Compliance has been issued by the board of health. Date Application Approved BY .:.. - .........................••---- -------------------Date.............. Application Disapproved for the following reasons:.............................................................................................................. --------------•-----•-----•-••------------------------------......--------------------.......---------•--.--....._.....••-•---------•-----•--•---•-------- ©...-•-•••••--••--•------------=-•......--•--- I 0 ^ Date PermitNo.-----�--•-......................................... Issued-.......... ' No................_....... `t J a Fizz............................. HE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................O F......................................................................................... Appliration for Btopoii al Workri Tonotratrtion famit ' Application is hereby made for a Permit to Construct ( mr1lor Repair ( ) an Individual Sewage Disposal System at: Locatio -A ddrre�ss or LIO I^ Owner Ad ss a .... Installer Address Type of Building Size Lot...................::.......Sq. feet Dwelling—No. of Bedrooms....................._..........._..........Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................. No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures Design Flow...........................................gallons per person per clay. Total daily flow............................................gallons. W^ Septic Tank—Liquid* ?capacity__ *gallons Length................ Width................ Diameter..........-..... Depth_________-46 8 x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pity No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �+ Percolation Test Results Performed by......................................................... ••-••........... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water__-___--_-_______-___-_. Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �_. O tl ` ----------•-----------------------------•--••--...----•----•--......------------•---•--•---•----......---....__....----••--------......---•--•---..____•--•-- _ Description`of Soil........................................................................................................................................................................ x ;'+ M U Vature of Repair's or Alterations—Answer when applicable--_1h-)-_00............. �'_--P.4._...._,�: ......................-12,;; , �^'t ............../........... --------------aop .r...................................................................................................................... Agreement: The,„undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ........ Date ApplicationApproved By............ .•- ..... . . . .................................... ........................................ t Date Application Disapproved for the following reasons:................................................................................................................ •----------------------------•-----------•--•-----------------------------•------•--•--------------........------------------------------------------------ ---•-------••-•••-•---------•--•-•---------- Date Permit No........ �......©....+�...-----••••- Issued.-------•--�•-- -----------••-•-•--•-•--•------------ Date THE COMMONWEALTH OF LSSACHV`SETTS BOARD OF HEALTH / OF.'................................................................................... (9rdifirttte of Toutplianrr THIS IS TO CERTIFY hat the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-------------------------------- -- ............................................------------......--------------...... .................................................. ,.l 2. J taller , e lias been installed in accordance with the provisions of TI'7 5 of The State Sanitary C s des ri in the -'application for Disposal'Works Construction Permit No____________ __//_Q_ dated_._... . . - .•� - .----- rf, THE,ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS UE® AS A GUARANTEE THAT THE SYSTEM'. 11.1. F.UN TION TAFACTORY. DATE.................... : ': .. .. ........................... _ Inspector ------•.. .................. --•------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH.. t ......0 F....:...:............ �/-�/�c. ...........................`......---....................----•. No......................... FEE.../----............. Otopos al Worho To otr ion rrmit Permission is hereby granted.----------•••--a•�-----•----�� -------...................................................................................... to Construct ( ) or Repair ( ) arjoIndjvidual Sewage,Disposal System atNo................Z_2=-7............ ......Z&. =........_- 4;�='-''--------------•----•-----•------------------------•------••-•--•---••-. Street as shown.on the application for Disposal Works Construction Permit No.........-•_.-------- Dated.......................................... p.. ...................................................... ....................... Board of Health c r DATE............................................ ........ A FORM 1255 HOBBS &WARREN, INC., PUBLISHERS 1-i Wt fi UArASt, Mrs_ TOWN OF BARNSTABLE LOCATION I o�3 S to V 11 t,(e SEWAGE# VILLAGE o sltrV ik ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY C GSS S LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER WA PERMIT DATE: COMPLIANCE.DATE: . Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist ori` 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'r/1 S C GT I QC� a r 3 i�disc GAS Ilse. And WAfe PIry F�OR� p oo� `OVt,/ GOJCI as \ O • I L \ OVe( GArA �- G U 2,ST I�G�Je, TOWN OF BARNSTABLE LOCATION / a 3 SEWAGE# VILLAGE STiry ASSESSOR'S MAP&PARCEL, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY UUO LEACHING FACILITY: (type) 1—� 1 (size) NO. OF BEDROOMS V� OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance.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) f Feet t FURNISHED BY L A GTI Qn O 3 3 IV as . . . - .. .- I . . . . � � II . . . ., , .. . .. — . .. - I . — I . � I I . q.. . � — I . I . ., 11 . . . ; 1 , . . ; �. ],, � �.' I . . , : , � . . . .. . . . I . . . . .I . . . . � . . � � — I.. . .. —I . .'_ ; _� ... , � . , I . . . . . . I � 1 . . — 11 , � �.. .� '.- . qI . I. . . . �1. .. .; � . :�.. —.1 .11 - . . .'-. . . ..I;. ., :. - '/_1 . . . x - .. . . .: I I .. .- . — . I .. . ... I I .- . . . . . " - : z , . ��I �.. .. w -9. . .. '. . : . . .. � q9 I I .. - , �i� - U - . — 11 , . , . a. n.uf l3�ttt`ns�abl� — . .: r Tow Uept>+rtment bt RegWatury Services >Nnee1.I' I ll� C �}tr1,D`1A9 Uttte J �� 20 btetn 3tieet,Hytii nl9 MA 02601 >,A�lT.` a Dale$chNuted. I-I..,,:�.�I..�I..��..:.�.,,'-I:�:v.,-I��:-�: -:,.:��I,-[,1:i,:V:.-_.Ij,.i�.7;�..::..,I�4:.�, 'Ittno . �.-'I 10�;,:e_:1 0: . t of i 6il 0 Ass+ ss�ti i��f.. � I a 1 ' v l r ��. :&I . T.T. wunessedt3y. ' • �.:,j1-1..t1,:,.I..��!!4.�V.�t I j..;,;��.�',..-'1...rr"'..�.�:I_.�;i;I..,�;;;;.'.j.1 jI;2...:;.1�,.:1�?-?�.�':,-....,!:-....f r.*1if.;I7..1:�.-��!!;1.;-.-1..,:..p:.,1",�"I�-1.,.-:.:�..,,.r�I1."_.,;;':.-.�.�.:I i I-.,L-_�..-,�1!!..I,.,,I'":�-.:,.....�.,�.�,��.!..,-.�4�,.1.h-.�-:,��-..,.,.._l."1_,1-.,��.I Yerlbttued B . ! ,Lt�Cy.Ay�`�TW&&�CidmNLLtAL IPf1r0i" 7i .. Lbcailuu,4dress j'Z3. a' +°1 I�tj":;:�1� j �7i�it r'eNani�`` 1NA' RM>I°�il.Jl. &f*,T�I,}-�+°►t �otLS: Address 1'"$OD SEA SQ-�1��(�:AN►L. 1 L 'sI 1b@i. F4 A99e950['93vtBErnatcel 676110 I I. ISbgttlCCrBN9171e ��.�y��A1l•�CTr.�-"� 7. 1 L. 1. II `. NLW CON8lAU hW K..I. TBI? 11t ,I,. leplinna N Jr6%. - 2 I �J / , y ` Lend Usa e S fIQL t�h t i R� L• Slopes`(°�o) U 6` � 8tui6ca Stones /U' r ;, ,1� /LI:. a ::; := , " +. ZZ =. It 1?ossibleWatA[ea2�. (t ;11 .q nglYetarWeil /� . ft Distances itattt"::dean WaV body , Drabtege Way !� Property Lino`,�0 Jt Otlter :.. SIC`TCH:� tieet nattte,dlttrt�dstSus of lot,�xab!lobatlbrt!of test holes 6t paro tests,locate wetlands in prrsrtbnity to holes) 1, i. 1 a - ,. . . ... i '.I I t ' 1, 1 k j ` i , a Q ZP' f O 7 w w '` �....'!i i,.%,1..._,-I_.W�I.I..,.'I j z—,.j'. Q. { , r v c : / 1 r; 1 n Z. = 4 I , ra a ,i i k y} `...2 10 ' *_ 7 n I \ vJ I "l y I. :: 4, . i , - --TKO .. 7 X tr CY (6 G.. 1,.; 9 O T - �' -. ,t ..rr. t ems, s e X ' .�� 7 .t� t " .r 1 i __ I I 'q 1 ' 1! `1 i beptlt to bedrock �— . Patent material($eo ogicj . , . Depot to Orbiutdivater,'$lNn_9- , II(n Hole �i��jrr-2' r Weepin N'dr PacI ./Y©h'� . t .. II,,� I, Wnated ea4onal Hlg�(3rowidater' I,.. �' I - , I i , I : to MetltadUsed 1 W dbs,lto a bt Ue th to sbil ttloltl6a Depot Otrsetved slentling 1 1 .a undwaber AdJostmant —. ` jep to!weeping Irani bids bl oUs Holpf AaJ ctbt Adj Orowtdwaler Level Readliig bate! - In et Well level ltide4 Well fl ___ S Ante / . I.. 't 'hI�1N,�L ' note . . COS L :. ___—— I" t7bsealiau 1 rime et 9' Dale —I�r jr I Tim�aili Qa`3 �t ml i I,. i- 1 jjepllin[Fely I �,, t t9,,,��j,r_ �_ ir start yak'rlcae ° y' L' , tld Yie, e" I i ! + try,' . pate cat i." !', Addltlodel It sWtg Nettled(Y!N) F-- c ' I site 5uliebllity A4 htheht nil Ties Ind' l. ., . 1 I Clbs�rvativu 11v1a Djta v 130 Cvtnpleted vit 13aok i' ` Original: Public Health D ! i i tlott test iS tag U�,c�n�ut!tetl jv thin SOU' of vet010 ,eg..I l:, first uvtify tits h*hit P001tt � wee lc prior`to Ueginning . uarustaUle t;truservt tit[u)t;iivlsltiq at least n: .1) . Q:�SEPUcvEp,rpO vt.Do_ . . . . ... }-. .. .I Depth flow Sei1 Hntizoir 9n1111eifilt ' Snll Cnlbr+ % Suit,; ,Older SW11060(in) (l1 DA), (Muuse�l} MUltling ,(5UuotUtd;Ptbhtls,Bouldors'' j , I CunAtsfii %.gttrveh �i 7 . t. ,� P It ,. t�� t j..B, i��l .. ,�.q., , X ri- �1.11A I r 1; 1.1 . !.4. i. rr II I4 I' 1`i I I, + I ' ktI id on Corr oll .. „ < 4 d gr` belnlr Cruiu ,x, s .P9tlrl�Uti !f }I, ;;.t Sb td„ SbA) I. (Muusell) '' '`�d;$t otlling+"I,(5trtid , tlkl I Uud ts. . . Surface(Lr `% t ,.a �.d{.� . : n �. °, o il. i ! i41. . _ + ' a t it II + v �;' w , \y 1 �� r ti k i .. �;. M I H: �'I II I t I��: 4 ff�.. l 2 t I fa t YQ " 3 Y �., tl ,. . 1i 1 I 1 . 1. { I r , I+ 1 i, so� 4. m. . ol+�.i*# 9ni Older 17epW ttoni Sntl11:florluSu Ugo. (Mru sell) NfnWhrg (5lructure,Stnrj�9;BUuldore: Surihce(fir.) I I ) Cd Ste t "duel p I. f Y 16 ; C ;� to r� 32„ , o rrz:ly 38 c I' s n�: . . . 9 i •1 — ' .. le �,1. '.1 8nll OUret Soil.fl tiEbu 1 tu 1. te Anil Cnluc SUriplute-Stones,Bouldet5 beptUGn11 t�S1jI (Mwtsell) Mnitlin:11,g ( . Sulfate(GL i. CUa9 r °° b ®� '�. ® : r. % . �� 10'rt l�.y 3� t3: III .I I I '{ I - Cc�IL, 3G _t . 1 t1.. . I L,.,I , I I , �. Ji l ' "I' l l a>Ilce)tlnt�I f ;i l+[vutl lusty f I 1; I•. d� Yes �I5tltl ear t{e�d Uv��l�d�yr '; . �1tw4t. + - E I I i , e t tfn ndw f - I�Vlllrlr SUtl y,: Nn I I j w� tuu y �r tloda, `r' .rig �f e� i 1 III at�ral�. bl'�t1 .t + �><wl� Ig 11late In [er[al cxiat w all ateos oUserved t#troug�out the . e`tC►df. , :t Id . , •, �i e' lous.. t LCII • . _ t .b i;P._ t� ,ta � . I of . Qt 11 .Ei St , i D ea. ropvsed for ila�sb#� 6 t S4r�tlylo etu7 i,al a.lI'. ► o'o i1n p rv[ous uiatetlal7'; _—----- I. '`If ttut,.vvLat isltlte,l� lt>.��ll �y b I �., /rye �:, 1` V . . Lci� !.3 r6bdby; 0 ,t P 66a d al fl.j0 ,0, I atlon hpP,,F illwl4l� .•;. [ud lia , . slot at ed t on. 'C' B r., 9 C t[[i n et C V b t�tuat�u' '? jr,N ... �1 Cdllt9i.; p . o 1. , y . I>catt#f}t- ` t is1'vuspet� 17eptutttl tat o w llu II rl rt °d itto #teas tsclklb tt 3 tl R i5,0174 ed trsl, tt tha teyttlt x l;rt# o } + �I �. �.� . f l I I f © Dala . Stgttalure r. i �1 II, . I I, i`, , . . Q\5Et?-tic EI:CFOO'Nt.Doc . . . . . :. I . Parcel Lookup http://issgl2/intranet/propdata/lookup.aspx wf Mr. Logged In As: Parcel Lookup Tuesday, August Road Lookup Condo Lookup Multiple Address Lookup Reports Search Options Search By Street.-`C= Street# 123- Street seapuit river { Name Village All Villages Search <PrevNext>Page 1 of Rows/Page: �o Ir= 1 Parcel Location Owner Village Index Map 123 SEAPUIT RIVER ROAD.#A - Multiple WATERMAN; 070- Address BERNARD E & OST 1458 070011 011 . (123A SEAPUIT EDITH B TRS RIVER ROAD - MAIN o-lam HOUSE) 123 SEAPUIT RIVER ROAD #A - Multiple WATERMAN, 070- Address - BERNARD E & OST 1458 070011 011, (123B SEAPUIT EDITH B TRS RIVER ROAD - SECOND COTTAGE) 123 SEAPUIT RIVER ROAD #A - M.ultiple WATERMAN, 070- Address 011 (123C SEAPUIT BERNARD E & OST 1458 070011 RIVER ROAD FIRST EDITH B TRS COTTAGE) http://issql2/intranet/propdata/lookup.aspx 8/20/2013 Parcel Detail http://issgl2/intranet/propdata/ParceIDetail.aspx?ID=4346 _ ,u 6AA,t TAB E- titntis, MA Logged In As: Parcel Detail Monday, July 22 2013 Parcel Lookup Parcel Info Par ID 070-011 — Deve lopo� LOT 1 F Location 1123 SEAPUIT RIVER ROAD#A Pri 80 FrontageSec Sec . 140 Road SCALLOP PATH I Frontage Village JOSTERVILLE J Fire C-O MM Districtl` Town sewer exists at this Road 1458 v address No ( Index Asbuilt Septic Scan: p Interactive Vkl-` 070011 1 Map +Owner Info _ co- o �oCAJOwnerW ER-U RDE.& EDITHBTRS Owner LLC Stetl Se ONCHOLAGLEYSTEEN Street2 i 125 HIGH STREET C' OSTON State EA j Zip j02110 country Land In Acres r3 28 _ Use[Multi Hses MDL-01 ZoningRF 1 � Nghbd IWF14 Topography Level — �� Road Paved Utilities jPublic Water,Septic Location lWaterfront,Excel View w Construction Info Building 1 of 2 Year Roof Ext, Built 1948 I Struct Gable/Hip A� Wall Brick Veneer eAsisai Living 4703 I Roof Asph/F GIs/Cmp I AC INone , a'' �` Area Cover Type � wnK is Ir _____ _�.� Int Bed��- Style Modern Plastered ( 3 Bedrooms Wall Rooms' 1a Int Bath V Model Residential Hardwood4 Full t Floor Rooms .' Grade Icustom ( Type Total Hot Air Rooms,8 Rooms �) Stories 2 Stories Heat Oil J Found-jTypical Fuel ation Gross http://issg12/intranet/propdata/ParceIDetai1.aspx?ID=4346 7/22/2013 Town of Barnstable Ft►+�ro�� Regulatory Services o� V. Scali,Director BAROil— Richard'' �sB`E' Public Health Division1639. �0 Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 February 9, 2016 RE: 123 Seapuit River Road, Osterville To Whom It May Concern: The Town of Barnstable Health Department has no objection to the Plumbing Code variance to extend the plumbing vent for the structure approximately 25 feet from the building which will be below grade. This letter is a written documentation indicating that the Town of Barnstable Health Department has been petitioned regarding this variance request. Regards, Thomas McKean, R.S. CHO Agent of the Board of Health i Map �'^ http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyI Town of Barnstable Geographic Information System New Sear Parcel Viewer Custom Map Abutters Nap size 130 0❑ Zoom Out E J I M 1 , In 4a ® r; :i t Q ® ;=]PG Map: 070 Parcel: 011 0701,W, F Location: 123 SEAPUIT RIVER ROAD p 102 � •�""`� 070003 Owner: WATERMAN,BERNARD E&EDITH 0 130 070DID003 - y 010 Location Information ,X Map&Parcel _070011 Location 123 SEAPUIT RIVER ROAI -. - Acreage 3.28 acres !Current Owner Mailing Address WATERMAN,BERNARD E TRS %CAI,LLC C/O NICHOLAS GLEYSTEI 070010002 125 HIGH STREET 020 BOSTON,MA 02110 ;Appraised Value(FY 2013) 070011 �.. C Extra Features $19,700 �.' 0147 Out Buildings $195,500 `�Q l Land $5,140,000 07o11 t Buildings $ 40 g133 Total Appraised $5,82824,600 ® 4 p,7 - ;.Assessed Value(FY 2013) — ' Y/ Extra Features $19,700 0700.10001 Out Buildings $195,500 a21 Land $5,140,000 3 Buildings $469,400 L A Total Assessed $5,824,600 ��!�� Construction Detail _ a f`'-''�"J'�- Style Modern/Contemp Model Residential Grade - _ Custom Stories 2 Stories seapal River -�,,,� Y Exterior Wall Brick Veneer '•+�,.„,. Roof Structure ip ' Roof Cover Asph/F GIs /Cmp 0 87 Feet r Interior Wall Plastered Interior Floor Hardwood -' Heat Fuel Oil Set Scale 1" Aerial Photos LL— 'i I MAP DISCLAIMER Heat Type Hot Air AC Tvoe None Copynght 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4748[Production] Illote C. `'�c/) wo ,/IGt�ic �lo�Lo-2. http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=070011 8/20/2013 01-05-1999 02:15PM CENT OST FIREDEPT 5087902385 P.04 I / • twaKo aliPlIcauuu w iucat rise uepartmeut. 44�V. Fire Uvpartment retains original application artd Issues tltrtrlicale as hertrtit. JCLGII aj,e va - - :1/r. utx�i�r��tl'o �r��'�urcrcait— ✓c7io o '�' � APPLICATION and PERMIT Fee: O for storacdo tank removal and transportation t p to approved tank dispo sal posal yard in accordance with the �rovista '! ns of M.G.L Chapter 140, Section 38A, 527 CMR 9.00, application is herebymade by: . f y - Wucj Tank Owner Name Q)lca;,o prlttt) B• Waterman X AddresSl, Sp�uit Oad Ovstpr Harhnrg, HA CAV S/aa p`q r ♦ . li orene Construction Company Namo Shoreline Co.or Individual N1/ifs C-6 Rw rru Piro Address 87.'D and Street Osterville, MA Andress Min SI n ore(if appl ' or p it Signalu a(it applying for permit) O IFCI Cerliltod Olhor ❑IF Cettif4d O LSP it Other Q�UUZ .. Tank Location 123 SeApuit Road Oyster Harbors, MA ! swatnaevaar ! Tank Capacity(gallons) 500 Substanco Last Stored #2 oil Tank Olrnons s(diam t x lengtli) Remarks: (� t' V('6 ou s � . t Firm transpoi ling waste Unvi ro-Safe Stalg'Lie.# 329 HA Hazardous waslc rnaturosl8 C.P.A.a Md1D9 fj 5 2 G 9 3 2 3 Approved lank disposal yard _TUiMer Salvage Tank yard N b02 y" Type or inert gas Tank yard address .235 Commercial St•, grin, MA CilyorTown Osterville, MA FDID# 01920 permits! U Date of Issue Januaiy 4, 1999 Date of expiration Dig sale approval number. 199901009 1 g SafeRoll Free m er-000-322-4044 <r Signature/Title of Officer granting permit MRAI -A4 ter removal(s)send Form FP-290F1 signed by Local Fire Dept.to UST Regulatory Com lance Unit.,One Ashburton'Place, )om 1310,Boston, MA 02100-161& 'lravrcnA OAR1 . c TOTAL P.04 I 01-05-1999 02:14PM CENT OST FIREDEPT 5087902385 P.02 4 Mako applicalivrr to local file Vapirlurcrrl. Fire Ucparlurcrit retains original application and lssues duplicalc as Pcranit.:-• _!Jc/iwX�iiiu39t�`c�V'vXo V�ixuiC�t— ✓vote. 'tiX� jresv(3�tCitj�L APPLICATION and PERMIT gee: for slorago lank removal and transportation to approved lank disposal yard in of M.G.I .Chapter 140, Section 30A, 527 CMA 9.00, application is hereby made�oyrdance wiU� the provisions Tank Owner Narno(plawo pram) B. Waterman X ' ecz . �a----- Address 123 Rwayil-I oad Oyster Fra rlv,rc . Sraa • � stars Company Name Shoreline Construction r nr, Co.or Individual rQ%(K_) S14 f t�' COW Address 87?ond_ Street •Ostervilie, MA Address lure(9 applyi PAS Signa re(if applying for ponnil) . I CICedO IFCI Cer11toJ Other LSP Cl lio ❑ Other Tard(location 123 Seapuit _U90 - Oyster Harbors, MA I • Stear Adervsf � Tank Capacity(g.Utons)- 1,000 Substance Last Stored #2 oil Tank Dimensions(di Peter,x len Ur) Remarks: Firm transpor ling waste Enviro-Safe Stale tic.It 329 MA Hazardous waste manilcstll E.P.A.II MAD 9 0 5 2 G 9 3 2 3 c_ Approved tank disposal yard lvage Tank yard ft 002 rype of inert gas Tank yard address .235 Cornanercial St.', I;VM, MA ily or Town nctaxy i 1 e MA FDID(f 01920 _Pemvlp ale of lssuo January 4, 1999 Dale of expiration g sale approval number. 19990100971 Dig Toll F o Tel.Num r•a0t>:322-4844 mature l Title of Officer granting permit removal(s)sand Form FP-29OR signed by Lwd Fire Dept.to UST Regulalo Co m 1310,at Mot MA0210p-t618. 01-05-1999 02:15PM CENT OST FIREDEPT 5087902385 P.03 • (,Hake applicatiun to Neal Fite UeparUnetrt. Fire Deliartnrcnt retains original uhNiicalion artd Issues tlulrlicalr as hcerrrit. v�C%vllac�ttlilel�6 . ,1/�ur�xGiiu3aaC��t�rvx�a�e>>bvcces — ✓�oa c C�vXE :!��av�rlci3Jot `L APPLICATION and PERMIT Ee�: or storage tank removal and transportation to approved lank disposal yard in accordance with the provisions, )l M.G.L. Chapter 148, Section 38A,527 CMR 9.00, application is Hereby made by: . r Tank Ownor Name(plcaao print) B. Waterman X ' Address ter 01 Slab Company Namo Shoreline Construction Ake Co.or Individual. 17,_VJ V l 1?_D Addross 8�nd. Street Oste' ille, MA Address TZ7,U re(it a g for rml µ y Slyna r e(it apINYing for xn nit) ' C i 01FCI CerUllod OUior O CI CerliQed O LSP H OUier rank Location 123 Senpuit Road Oyster Harbors, M' swe+Ad"Ji Or I "ank Capacity(gallons) 1,000 Substanco Last Slorod - #2 Oil •ank Olmonslons(di l x IertigUs temarks: 1. t irm transpoUing waste Envi ro-•Safe State Uc.!r 329 NA azardous waslo manilc„tU E.PA.0 MAD905269323 pproved lank disposal yard ''Turner Salva a Tank yard 0 002 = ape of inert gas Tank yard address Ca mercial St:', �,vttn, MA {or Town Osterville, MA FOIOH 01920 Permil8 e of Issue January 4. 1999 bale of expiration safe approval numbor. 19990100971 1 A "ce -a0a32Z-ga44 7 u I ill, lature Mile of Officer granting permit emoval(s)send Form FP-29OR signed by Local Fire Dept.to UST Regul , hburton'Plaae, 1310,Boston,MA 02108-161a. sad 9196) ' -- -- _ i J I I . __.,_____J I .BATH + � BEDROOM k2 ! I.1—I— t BEDE?.O _.:. �r PO ERt M ,,. I CLOSE LAUNDRY T III JI` 7� I � Y •`1� p I M' I I I J CI OSF.TI:' n H iu 4 _ j 1 :x ! — CLOSET BATH , i.-. 1 FOYER -HALL Z� -KITCHEN--------- -- IQ' 1IT�� f- LJ.«._ __© BATH r -� - I-� 1 GREATIROOM J ED L ------- r , 1' I I .- FT I i 1 i i ; s i '• .,i. I, A ( ...BEDROOM x3 1 i � FIRST FLOOR PLAN SECOND FLOOR PLAN rr —se .�l��i!��I� I� !!I�(�:.jlll��.�! !��!� � ael,�Il�_ {{, sl�� 1►�!!!'I E��IFS lh,,�!!��I�! ��1�� F�E�l��r�,�!�!�� !lI ��IL�ElI�� ! �!I � E - e !'� 1 urdl�a�"3 � �Irz � i R• 1' i 1 !�� --_ �rl i di it !! � �iii i 'sll ;�. - wn- • �^ � Iw i!.?pie,l� �'�E ........ � � -�"'-- �3 a �! — ._ ��17��' _ —` - Z E v , unrt /�.�,'..-cc•• - -x ♦lo v._—.. w f� .....E_creti�c - - _ --•� Y`.10'IY'- !��L=F ��...;J FIMITFL {pyf� I 1 t - - — SOUTH ELEVATION `'l, WEST ELEVATION I JORDAN -RESIDENCE OYSTER HARBORS, MA .GUEST HOUSE— FLOOR PLANS AND ELEVATIONS , o FRIDAY,AUGUST 16.2013 CATALANO ARCHITECTS.INC. .. r r NOTE TO GC:HACKWOOD ENGINEERED FLOORING TO BE USED THROUGHOUT ATTIC (EXCEPT AT BATHROOMS INSTALL SOUND ATTENUATION MAT UNDE FLOORING IN EXERCISE ROOM.REMOVABLE RUBBER MATS aj 1 UNDER EQUIPMENT IN EXERCISE ROOM. f I CLIENTAPPROVAL NOTES: — I ,..._..__.cent+•___.__, _'_.. ._ew•. __...... . j _._ __._._.zre a;_....__. _._. ..,_.__._...__ .< -..._._.e.-ur.._._..._.I ., :1 .. ... __.._ , ._.__. .. _,.._1a,5... ..... __.. _ ....___ _... / .: j/ a._.. o. dr n .. ... ._-sb ... -. .. -- - _- -- -- _ s w ...... ....... :.- .. -I3... ... 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I I MAIN HOUSE • ExerciseRoom ._—_. - io1 ^�. ......_:. i .....: .......... f �'�'i I 123 SEAPUIT RIVER ROAD c.,�.�.�. ....._ - - �v .� i I star Harbors,MA '.T__ �___ __ ___ .7- Z� __.J-� Oyster It. ":. ,n 7 m ll.0 1 m 1��' I " FulN.1,<O mono � lo tlS tll5 tl- be ScbeuL'br r Ittf . + \. ExLEPT BniNRUO d5) : - ' --" : .. Attic Floor Plan D�„ = s ro / .........::.. ......+ ---- - "........_,.......... .._...._..."' -' ---------....... ---- -- .., :,. ............................ ....... .......,...--- - .._ ..... ..:---_ _.-. ..... : ...................................:.........:::............ . ... ." - - __ __.. ........._._-.:.._._ _....-..__._................._..__. I SCALE:t/.•- t'd ....... ............... ...................... :..__.... v 1 u v I DATE:t01e/15 I j Catalano I NOTE TO GC. I: I j I � HACKWOOD Architects Inc. ENGINEERED :-.,s.n m.._, zo..,.no1r.•.,:o N.;ro, ¢ i .__ .. Street 2_.l;_..._. T' aB• 1lsemad FLOORING TO BE II I Boston, Massachusetts I Boston,Massachu 02110 USED THROUGHOUT telephone 0e 817-38-744 ATTIC OOCEPTAT Y BATHRO TTEN NS CN SOUND ATTENUATION MAT UNDER FLOORING -� IN EXERCISE ROOM. f MATSOUNDE /1 RUBBER A ffIC EQUIPMENT IN EXERCISE ROOM. SCALE: 1/4" TOWN OF BARNSTABLE PrIv L!'VTV--ir t4 NOTE TO FRAMER5:Refer to Architectural Coordination Plane for Placement,of All 5tructural Element, t Establish Join Bays bated on the following criteria: 1)Locate all 1`1>5tq and Beams b-ead on the i Architectuml Plan.:Al-scriee 2)L-a-all Rect.sed Light Fiztum5 basal on !Ccnterlint5 provNed:5LL Reflected Cuing Plane AG- 3)Locate and provide for Duct Runs and C'llee/ ReglStere:Set HVAL Plane M-series) - I i 4)Plact Joists accordingly. a I I I CUENTAPPROVAL: i ♦. - -----------tin-----_-�- _____ _ NOTES: .i� Mechanical Room �;. ........�:. 4- H= .9yr...\ WELL EXT.-STAIRS - - Exercise Room : rrA - 4 M1 ro - - T 1 3 - °rr„.,.�POWD RRM 4 - Oaer Smu 7z4►21 ' C1' - n — rGl M �w _ —E WrDIUG 17 �LJJ onr Wv •. 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B°s .. „ J :-.om\ WJ BowlingBall Rk MAIN HOUSE 123 SEAPUIT RIVER ROAD Oyster Harbors,MA. .." Basement Plan DATE: SCALE 114'- I-P IOIa/15 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02 1 10 telephone 617-338-7447 facsimile 817-33&6639 1 .0 . I fn ... ...................... .......... ...........---------- E7.1T j GARAGE Ry T STAIR HALL - 1 STAIR HALL i. ,1 _ 1 _ ..+� -- _ I I {- 1 / I _ V 1 - 3 _.^ VESTIBULE ti DROU 1 --.- y U ll—LI�'L) ll r- Li LI-17s 1 _ S.-_C 7BATH ROOM ' Y s-�'- X , ' /1�•. � I .l,y' i �:� �' 1 �-. I ,.:� i'� �T? � �'l t.F`' { rTp,f "Y .� FIRST FLOOR PLAN SECOND FLOORTLAN WEST ELEVATION, na ---------------------------------- ............. - - Y... FE v Ml . �,}u•c' SOUTH ELEVATION NORTH ELEVATION EAST ELEVATION JORDAN RESIDENCE OYSTER HARBORS, MA 'CARRIAGE HOUSE- FLOOR PLANS &ELEVATIONS + .FRI.AUGUST 16.2013 CATALANO ARCHITECTS,INC. 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MrS POST SUDffURV MASSACXUSETFS 01 T16 I �.""1 �� i 2'B: G yM I 'may rfa GFFarINGf_—__— _—__—_____—__—__—__—__—____ — ___ —___ —__—__—__—_____—__—__—__—__—__—__—__—__—__—____ D n,f 10.00A1 ! ! Section at Screened Porch Mechanical Room&Ext. Stairs N-S Section Service Wing West Section romX 6 f SCALE:3la' t'-0'- ®Catalano A¢hursrs lnc. `Ii _ .. .- __E1,12'••if .�- ..rr POFVnLL.. w-. -_- � ._ --- � - � _�.�` Ra L. `ATRIA .. •-� 'AA.S irY'- I �'.. i0 LPNIIING for Of 0�� ( - I - ...�`i - - - r rp•OFSXIiF. � rOrOFSrOUESt�ELF CAJ RESIDENCE Ii e i MAIN HOUSE .'tar oFs bNE_v.ELF f I ,Y({ t.I_ �'.•.. 1233SI:APUITRIVOER ROAD YSTER HARBORS,MA 11! iOP aF SNEIF. �� -: OUNDATION ill .i d DETAILS 1 1 I q C MFCINNIG LIE = 1'0' )• -LJ-_. ar Ii1'e".l�f 0 o SRDOMGF 7 5t7i 4I •y,yj ^«�P $ 1 WRTI,MI4,."ROOM TE.Y 1' 14 Rono D,a�ng:r "� tra I 4 ITECTS INC I 1 I ,-a rm'_ a• , N0.��JS �. '• TALAN O i j H16 Broad Street .zx '�• •,'Xet„13 '�+w, A+yY _.L ._ _ -- - E Boston,Massachusetts 02110 ( I -1 I stnTr b� telephone 61-38.6637 `t lOP Of SLAtl "5D'� lacslmile 617-33R-6639 ,« a .::r_�:.:a,yry "C�.C,.,4•�•'Y� 1 OP OF FOOi1NG�__—__—- TE{� M� �'LP � , ` ( —_-——�.� .C,[� -la•I -—--—--�`.,OPIOf f09DLt �5�� - ._.. ._ _�_1__ i_ rOV OF x „y law 001r0u OF FOOfiNG C -A ". - - - ----------------- -__-__-__ sTo ,a, _ n'b1A.fNDoennl �.. _- ._ 3''0'_ -,.- _' - .•. Mud ROOM North SeChOn 0 ■2 ,oln Fw nrr.IN D Section at Back Stair Section at West Wall South Section at Libra 1 Section at Side Ent 5��,,a- g n 8 SCALE 3la'. t-0 SCAL aa•. t-0 O SCALE 34. 1'0 1 SCA E:1<'. t'-0 __.__-_-_• .\ - fIY5iFL00>., BE PE,I', ! t P eF TO SIBNEwALI II -r 11 T o, O.o,r _ _ ] I '.1' 4f `I.O.S / ozc 1l{ O a 5 E _. _ _. 1 / IFLHBN WrRnDEi //UU ✓\. JJ�` . e MEEK�Utbr. -^j 1 _ WL,!.�Y OF FIUMIn'G 51'ELFN VJt'n`218EAN P H iAI D M� J /FAN \ iC„CFSLfNiE GI1[Lr . r f I -i'-?' --fq I Ls.i•P. OP VGI'n I.G \/`�'/�I/E 4'�5"..tea" I'.6-�` - ... � tvFE�.:2 1•I., -- -_.� ..a.. ._.-_ ��_ r' i- _ : , I _rti.'.I -,.1•'.•�.3..\ lEEl 911EI.f W FU N',1 G OU"IY.OYK L I SIiS Mtsi.1is rY.`++ I -•-.��+ f:bl'OI.,UFOFLNNc —�1.- _� -� -Sl4,. PING OVEN � t :S: 311- f •--) •BO,TOM OF OYCN G t 1 1 .3`Id•x Tg I f0Y01'6LBf "p i ii ( a z-u/z^ t-P 6^ e�q r 'F •; 12.23.13 PRELIMINARY RELEASE•EXTERIOR •y DOOR AND WINDOW PACKAGE 6i1a" ,.,:x-� m ;N -{ +eT. 1-Ifi-I4 FOUNDATION PERMIT PACKAGE F f i �4 TO✓OFSUtl a9y r y-t• *JI, TX. \ 9^ g '."Y'` Mx . ♦ OF SUB.- '' I IOf'OFgUN� -. w«� �..... ___._ .,._... _ G CE Y .,. .._N-TQ!�QF F(O N.G.f .'a.Y LPw E P` i,T - IEF(RCLF ¢AIEN2RAMf: DEn4,KMOK M11L rnEY O- _•.•� J— e - - •.... I •V -f '" �. 14 HONES IO COWSt"l� .C' p.4 MIL sm.N,1L 1 J FCO NG � CELL WSUtnnW^NDi' . -5 B. LBEYMC) �,. rT, NK S. CE iTY nLLWG -.;I•:1 -._.__.R « ..� 'fi1E FON W Ut _.3'-0'. _ _ _ -._.J-- —1'�. — .15.1'1 - •.,�•.• —.•• «.. .. _.. _ - �� SVVAv1U.n RFIHM.E F9un QOF£DCELL INGUUGO\Ai / -' �- z{ xK- -.. Ai^EGn,ETEv,wnll fCDM SAG �. T G:.^ iG fM GF BAND,IC GiB South Section at Breakfast Room Section at Skylight . Family Room and Screened Porch E-W Section s �E r SEn,Ar SCAlE:3l4'= 1'dl' ` G / SCALE 3Id'_ ,'-0' - - ' �/ �J SCALE:3IP= 1'dT A' � sIEELSNDOISEYLAIE �'�� CQ419:F Ons[,sENi SLAB L : .9Wlaxtawwi O.EK • _ pW"'��'�` J-�' IYI:xIM'vEt BASEUUIION '. hd DeSIR kIL � Rp D. MAFRORAUI °"urnm MEMBRnuE .. . Section Mechanical Areawa @ y - rnr ANlVL ,,._-0£•,.. \ �� ;fi .> i / i.r�,4...!(/ ;,�\1 ,� i I 0 OF�.e D w - LL� L../ r � i `.1 :c I / / � lal /;�ti' �,y.l• •�� la I .e r, sLnB nn_I nu - 1�iINItuoRN r --- I Sullivan Engineering,O Inc. ste-i(le, MA 02655 I .. I:I0.9/a^ Y �____ I _�••� t I ` :I t (506)418 1344(308)418-5617 Fa: r - - - - i L L _ _____ 4_t _____ __ ____ 4 d n/_ � R. RC roEI.0 RAG • RVCtII ALI I � 1 I -• l I. I 1 i II\(�V\NV■ Fwr+u rm rn�arual r 1 � Z : _ LLI D i SUDBURV MAS1rS,rAl«USM SOMII I IT-rz .n® _T yy I I .-1,._. a _4 mCmelzlln A,Ift slm i eonKo CAJ RESIDENCE �[ —z xsm�Nsunl aN MAIN HOUSE •. •.' -•s I I I� I� 123 SEAPUIT RIVER ROAD °'. •Y='.' �..-. _ - ._..LT. —=.anii�nos OYSTER HARBORS.MA usrnEz j n� •L:.,' I 1 ,I nsRl<. DL q .r RED 4 L._ i I ^ < --1zs wLi.,/'usuL.'cxwvnY ✓' { II�' I . �f'' � � FOUNDATION . _ � I 11 ii i -- P q � .�_ a .� q DETAILS I I 7 i _ _ I 1 —�ueonT G•Wnu HEro v SCALE.3/4 1-0,1/4 1-0 1 J--. ..__L 1 y , DATE:1/16/14 W _r �° , MASS, CATALAN O I, _I. 1 �_.�_ — — _�w — i ! Is ARCHITECTS INC. ---------------------------------------------------_((II --------------------------------------------------7 - Bosto116 Broad Street ,Massachsetts 02110 elephone 617-33 47 ---------____________ tacslmle6l7-338_6639 3=a'. Chimney Foundation Chimney Foundation Foundation Section @ TV Lift 7 Li htWorks Render Soft Shadow A ` J SCA 314'• 1'dY V SCALE:31a•• 1'♦Y I SCALE:3IC= 1'd STALE:,l4'• 1'JY 0.3 L D.. LINE uF FATIO FLOOR _-------_- - _---_--__-5V2'•�C"-------------- -LAB 9E1'- _-- - 1.0.5TEEL 51D7 j �� e I I 3��_LevLn 5 C� I I I - 1 5EFYED EY FCU 10J EF`EV DYFCU 115-7 I _ - DOiIOM!)F UPEMNG j I 12-23-13 PRELIMINARY RELEASE-EXTERIOR DOOR AND WINDOW PACKAGE 1-16-14 FOUNDATION PERMIT PACKAGE �DFPOPT FOR STEEL pEAln ENDS PEYOND _ I 1 , I I I I Foundation Wall Elevations 1 sfALE:aa•- ra - - FIRST FLCa 1 111CIT FLOOR - jr e DF PAnD FLaoR (�-5LA6 BEYOND 5tM".K•Ln. ------ ----------- ---------------- -----1 --- - --_-----r----------------- � _.--ran RANI Jc - _-_ -c =__ -Y '^�•-` jI_ DILL vn2 BEAM{BCYOND) r ry� �, �,T0 5TEE�UEI F .... _.. 0.5T'EI S,ELF _I ...� \ 4". E. 4" ! I U ING 2�,Djto •• • rn PG-xGe / _ f oGn-cL>°L l.� a"`�`"" I _ 1IGAs DNA Inc. -. ,� ~- B Ir uForE_Tic .� _ I osD o,�e ,BmTrnn nFo LIU J�_.._,,.._ //' 1 'A31 11 0' LU PG 00.4 1 iC 5D Oa5A, rJIL TO 5Gnw,_ice' TO ED 009C---I SIOKMA M _ i i ( 1 r/(a�hllllbsl� L SUPFOR(FOP,S(<EL --_ � TY 5UPPORI FOP.SiF_EL SEAM END,-,on - 9EM+ErvDS BEYOND I ^ A�N� i Foundation Wall Elevations L A -I'N Sullivan Engineering,Inc. PO aax 659 Osterille. MA 0 2655 oG-raA FED DY-6 (w8)42e-53e4(5U3)4z8 se,7 ro, —Pill, Faw - - Ao_11NALL, - - - _ - - I _..._ao ..-_ ■ K/�V R,nai MUuw+mlmf l.l.c _... -s - - t i � rOVOF nr.L_ OP�/ � '�•' ;^ i tOI+Br I I � � f Of SN V' (V 1 _ - ---- ---- ------' fix..SD%D, 11 5 ---- 1 __- _J ' a. I6.. --` �r r� 061 �— _ ` „EL _ ALLI:D .z � r ..1— a'WF CTEP-N,Y Mn 6• '- - -- --- Et -- -_ - -- i --- - - - mrsuwro mYmennY ies inc -_ _ -- _ _ - _ 215005TON POST ROAD I2i5 DUD10 LNEAR ��__ ._. �__ -� MROtKM CONCRETE HALL -.1'a.'�..: - _ _ ----___ _ _- _ _ ' (aB'5LIYE LIIJEAR PoSRION IO QEAR IG.b DUC1. t � In'z - U a D METERPIP MTl Eb 10 Of G j -\ BUD 1]78 Y MASSACMUT RT SLOT REIUEIJ) (GEE M/A.0 PLAN HI.D) _ L / se.Me,«ate - - 1 UTA ErER V[NESifA1WN iNP.DUGN N, I' ONCKE11 WALL 10511ION TO N DI-I Ell P E M`D G' 12�.D rNCi Tn EC 002 \\\ 7 REnklir.6 DUCT.LEADS TO 6.6 DALE CP IETE- 1 AIP.INTAKE LOUVER {+9'nDIY_"LrJEAk� u�M CCCLEAR 5LL DLOT F'.ET!R11) P( iION TG CLEAP,:Xfi CJrr � 1 POND BEAM ABOrE MNOLO'! /► - 15CE STRULTJRA.I 51.t) BOND BE!.ivl ABO';E ( '/ ( ' ♦ (_ DOOR(SEE 1 � - L I, � STRULTURAL 51.1) � i- � NNtT�UfJ,ON 'A `•> ._."�. fOPOfWALL Imo— ,-„ I,tDP fJf OPEryIeGf "__ 1 BOND SCAM ABO EODOR - 5- T _ mCetala°n AreMecls lilt. t Roo. wflosENOUM __ ._. I I CA) RESIDENCE I y yof; I i MAIN HOUSE 123 SEAPUIT RIVER ROAD OYSTER HARBORS,MA a I I I FOUNDATION DETAIL --L-----— • i k f SCALE:3/4' = l'-0' DATE 1/16/14 4 s - A I I LINE OF 5CP LEADING TO i�.dr1 �LICFANICAL DOOM FLOOR °+ CATALANO ARCHITECTS INC. 115 Broad Street M1I c Ip'.. ..L4"_ i'._, t n Boston.Massachusetts 02110 —.FlNISNCO FIDOR 1 rro Dfs_ve .I �9 �t telephone 617-338-7447 7„ _ _ _ IuroF o ro sLn IoroF 51AB. 1 F- J:1 D. .Ien•r r. -la'-r� �'',,a't+ fl facsimile 617-338-6639 l- OSTO Y -- I I Y-c. 0.4 Foundation Wall Elevations East Exercise Room Exercise and Mechanical Room 3 8��:y.•e ,'.� 4 BDAL y<.,- ,..D. 5 SCALE:3/N'a ,'JP i a Y.T.O.WALL EL. r ' E - . - \ . = w 12-23-13 PRELIMINARY RELEASE-EXTERIOR DOOR AND WINDOW PACKAGE sln,lf EL_-2'-b" T.O.CONC.LANDING FL._-2'-4"Y I 4 I 1-16.14 FOUNDATION PERMIT PACKAGE It III T'.0.CONC.5TEP FL / /`i NOTE:Concrete Steps and Landings to sit on Tr---- -- - ----- -�. Shelf.Stone Veneer to sit on concrete T.D.coil c.STEP EL.--a'-la'i Steps and Landings.Monolithic Stone Slabs to rest on Concrete Steps w/1"overlaps. , • I / of I /�!� (See 5Ection:6/AO.2) } • I / i TO.C CONIC.STEF.EL 441 I� Md QM b16. i /- -I TA COtVL.5TE1 E1. 4'-I1 + "�/-//` .p4 flN5[FCII ST[PUd I _ I 1 MAMum T.O.CO NC.5TEP EL.--5.41-_ 1 O SHELF=1 7 L ml ACO 5RICK5LOT- i TO 4"Pvc mrF AIIJ i - A NNE T04"PVC PIPE I Z{-1\, - MCTLLIN /f mi I r 16 L NL STFP EL G 4 - - - Sullivan Engineering, 1 { _ �� I P 5— 659 r334a,508;^28 961 ir,C � i ?I 1 &7j I /w/ ttt r I r a I N iN 14/CTRENCH DRAIN I ` T04 TIRONGP,ATE— f c PVC FIFE\ . { T.m.CO NC. .= - 8" -'-• '__ ` �LLI.D LANDING EL -6 115/ O% I I 1 -� � - conwlYnprnO+reeMp servirea,mc. 1 I p f n 215 1!00STON F T ROAD I _.:...._�.-_=I 11PIIiI Nsm_-_t4_—•3 I1rrrIir -ti II xte,ta9,�° s/ f h SUD BUR-V mM- T— +NS.s lur+RaAlulf]H, rU-e imoS Ery S. 0 11 n on t /2 Ty a LaI 5tap EL=-T 71/4" i/ 2 P ------- T.O. FNCtAf4I)lNGFL.'__91_10I / nc Sup El -8 ©Catalano Amhaws Inc CA) RESIDENCE -- -° MAIN HOUSE 123 SEAPUIT RIVER ROAD ST OYERHARBORS,MA BOST01 � T.D.44C.LANDING EL_-5-10 FOUNDATION PLAN DETAIL SCALE:1' - 1'-0' DATE:1/16/14 HELF -10-2/2"I1.0.LAUD N G SHELF=-9-2U2" TO.LANDNGIS T.O.511ELF 1 7 9 -------- CATALANO ARCHITECTS INC . 115BroadStreet Boston.Masachowls 02110 telephone 617-338.7447 facsimile617-33&fi639% ' ' L 4 G• G• 4•• I - I A -. -- .- - ------'-'-'-------'-----'= � 0.5 -'-'----'---- - . -------'--------- Foundation 1" r 100000 V I 12-2343 PRELIMINARY E-EXTERIOR ©Ql 'DOOR AND WINDOWNDOW PACKAGE .1.16-14 FOUNDATION PERMIT PACKAGE ` MFCHANICAL , • ROOM . WELL EXT.STAIR$' I EXERCISE ROOM " r - r7 i (F{ till rKV %m1%MA .y.� FF� 1 a STAIR HALL 1 d _ A�T1 F .-' _ r•'.- _ .. -:. /1 BATH1 \ L MECHANICAL 1 �k__ ie.,anQ:< i..:�w=. i il?+y - 1— T T-_ ROOM - 1 - .- 1 -- I- B.!"lY:''t_ I LL 71 al —�` ITAIR HALL: 1 A tlL,'1 ; I 11 r1 ' 1 J i 1 y R I ! 1 j „� ( { ' Sullivan Engineering,In r �o.i a+ LL , C. I Cri I a 1 t ' --`- r t I , 1 Oste_111e, Ms. O�655 - . � )-&344 l 8 96,.,ax i BOWLI gGALLFY 1 j I. , E ;-i - ii { r— 50E 4> 4'SJ8142 - {I711 1 - .. ME ROOMIGL R SC :IJ-C /I J i .lu.lml GAME�ROOM ALLI.aD I -- -- 215 BOSTON POST ROAD c HIM IT ,a-_ ELE4AY0 1 i SUDBURY MASSACHUSETTSOM6 n epi 3 - 1 S l LOUNGE V ` rl MECHANIGV .I GOLF i - --v - STORAGE ROOM - i 1'- -_--SIMULATION._ .'may �r 7_ AP anp ¢ `----- `--"-`1"yam-__ -_ -------- a snc y 1 r CAJ RESIDENCE MAIN HOUSE / - - 123 SEAPUIT RIVER ROAD !, ............... OYSTER HARBORS.MA ......... ... 1 BASEMENT PLAN r fr' SCALE:3/16'= 1'-0' { I( �`• f y� DATE:1/16/14 1WH,,.V�p� liOJJ � ' CATALAN O BOSTON. ARCHITECTS INC. MASS 115 Broad Street Mas setts Basement Flan _ Boston,tele hone 61ha3B-744110 telephone 617-338-7447 facsimile 617-338.6639 1 .0 I 1 l 1 , 1 12-23-13 PRELIMINARY RELEASE-EXTERIOR 0�-----��-ram- O _�..,17, - DOOR AND WINDOW PACKAGE LL_,_. t'�- "`1 1-16-14 FOUNDATION PERMIT PACKAGE E �[I • l - SIp bkVTRY�I IF v t( p�ypE .WELL I PROOMR F Oda A1IlU.Ry J V� SIDE ENTRY _ it 1 I I I i 4 :v3� Fri + I Il, _e HALL �r�^..,L_,..� FIT ...'}.. `TL. PPA L=1�ANTRY I i r I �_-�� - • F0.0 TRFNTRY I \` I eAwTH ,,._..L,--L *:-`-_ - .'I n L.L .�- .:I:. > ?al 3 i �. - .E. Wltrs�Gal��Y. r I ._ I \e + I II r- 1 { Oa E �+ � L_„_,._ BAR 1 1' _1 T_ a�a i _ LMA --_:oE.r Nrm_T.:RrYu1w xFOr.Y,+FrR)...rra.... .. eopO rrOa UMnr.R b ttt -1�'�C�LOE_T STAIR -•'--"_KITCHEN -' -----u-I-e---�--'--�- },._.e_'d_m r - ____ __ ANNE - - I � Ms i. -__ L .�.- .. �.. i , .7 t-i....._._._I -FAMILY ROOM r I —�T T. 1 _,._ �-_ ,_ __ -"l , ; 1 I ; ; I , 1 I .� _.._, '' Sullivan Engineering,Inc. 1� -- .. r _ T PC Box 659 Osterv41!, ,MA Of655 LOUNGE ----�- (508)428 3344 1508;428 9Gfi;iox _. EVATOR 1 Y I 1... r -�I Lam. yy I Q� Rrrnc G Guamcim I.LC T � � �- K&( t .TM:rrl0-1 IIL NZ _ t. r _ 1 i , r 1 f 1 -- I s - ALLIM T. r , / - fit' , re�a�.aAre . ;! 'r: ` r Imo- 'AIM."• J -�•�"` •• BREAKFAST _+• 'J_ ,, .r ice.. ---rrr--''' 2 BBOSTON POST ROAD ',, i // ` n•. 1 , t -I. \x iJ (',iv (}:6 1 i M L S __1 _ 1_.,_. �..1- y. L.i C MASSACNUSETFS 01]6. J ROO �II 1 1 I •-.•.`T r' \1 r—____�. 1 1 t`.I I' I' it BUDBURV,eervnr«a.me `..�_�1 1 r T� r LIBRARYILt -� ZAP- .I.1Z,! � ,2 L _1- ! -T L�^� ,:. r I t /_ / / -� •'1�_L�1$�.4. a ,_-,,.„'L7� `T`_7 TT± � � "F T•'T'1"J_'i._l� T __.-�� CONsrnn�uCI.ION �. �• / I -'\ / J-..i .-}I L{ _ ..».. ..,.I_'1 I'". .ate _T_.,-�.-.- _ _.1`ERANDA,.—�...� +,._._i _.._1T�_�.,` i �L� C�/4-1 �T cv,. rmxy rrc .. = I' �• t�7`.-�¢?...�`E h?-�.-7,._�,:,-. I LJ"�' 7�. r.,.,yl� �-� _ �'f'.`"�� .P. ....... .�.,:I N-1-'�T�-'-r- }-L-'-1-�9 "P�,; � � -- �" � � T mCatalano aRnrtenslnc. CA) RESIDENCE MAIN HOUSE 123 SEAPUIT RIVER ROAD OYSTER HARBORS,MA FIRST FLOOR 7 PLAN fiII �•o__.. r.f�iI'._II! -J.,.xg.-.. �n�I Ii! ii i i 6639 . SCALE:3/16'= 1'-0' DATE:1/16/14 -r, - -ir C CATA Sr O ARCHITECTS IN C. 1158roadSteet Boston,Massachusetts 02110 telephone -744u_. 61738��-L T rt � First Floor Plan SCALE:3I18'= 1'-0' r \ 0 I - I i I I I s� 12-23-13 PRELIMINARY RELEASE-EXTERIOR DOOR AND WINDOW PACKAGE 1-16.14 FOUNDATION PERMIT PACKAGE / I ' GUEST BEDROOM TWO r/ [7r7 1 1 _ 41 - 4 sAc�nA1 R-i. I- ---�� !- ----- - .� � ' � IIONe DGaI��Y. UmbMAPISOMM a I MA - —� _ Q �� T'd - r r' t ,� � s - 'I.s CLOSET� — I k x 1 : _ 1 � A NNE 11 ; rF •n .; HALLWAY i-- 1 f I t' _ __ - .._ �/jULI.1N D r G -- �- _MASTER YESTIBU LE_ !I : t i I I. 1 ,;a.ia.r ria.ri.i' I HALLWAY t 15 _.{1S I .__.__-_- i BATH U S Sullivan Engineering,Inc. _ .... _ J 1H,-L:: 7 c___._ I _ Go EM7E .1-1. b-"__._-_- .__.__ } 2655 i I n t�J ao eo, 0 _ I t ll�p : BEDR UR FL—AR! ,i•�-��Tl--UV�i 'z t7Y r z, 1;i �' j#I:: I l osl52s 33aa(sas)rza-617 — 1 CLOSET L. r== `v� DARLENE'S DRESSINGI O CHARLOTTE'S CLOSET0 I ,?I ! � � I - _ .»Jl ICJ. O : ` a}.. va 1 I aoc T A li-m R,s�neC(rrzrtanIE RR�^S t I ---- _�';it ! I[H it 1 ' - cLlb�Eyr -l� !'I k 1 {{ y( _BAD 1 e 1 1 ..se..- i( 117' riiit 7 I I 1f� ■ MAr�¢w\ �J ziBATHLEVAT .a, , t 1 { ! I - - I , ___ 1 c I i LI 11 11 MASTERBEDROOM !: t : .,i// '`n t I i I I - ... 1 - _ i �LLt�D ' pp 1 i J L` i I 1 w fill ;; L- ., I' 1'. /'_'_�� - -. ��_�%/ 1 I :.I �� , \... �J 215 BOSTON POST ROAD :1 _ 6UDBURY,MASSACHUSETES 01]]6 ii��p'�1' 1 i DAALENES BATH' C BA'EH E5�. 1 _ I �p .I Z=11"2 \♦ )� I ii ' 1 I E 4 I r ; CHARLOTTE'S BEDROOM �H Y' ; o 1 v �, W 1 1 t , \�� I n t � c 51T�ING ROOM t r -V \ ' 1 Qc.t I—Arthrtwslnc. I a I _-.__.-__� ________________-..___-_ r__ -__ __---_J___-_ _y___-____.-,_.______.-______________________-1_____r______..___ �.^--_"` ! I 1 - - ---------- --- - CA) RESIDENCE \ I MAIN HOUSE 123 SEAPUIT RIVER ROAD OYSTER HARBORS,MA , � ' � ' SECOND FLOOR g PLAN SCALE:3/16'= 1'-0' . DATE:1/16/14 opp�4 i BOS ON. �Lvs V�f9AS5. of ' CATALANO ARCHITECTS INC. 115 Broad Street r" Boston,Massachusetts 02110 Second Floor Plan telephone 617-338-7447 6CALE:a/16'� 1'-0` facsimile 617-338.6639 . _ A . 1 .2 - 0 I I ' — 12-23-13 PRELIMINARY RELEASE-EXTERIOR DOOR AND WINDOW PACKAGE t 1-16-14 FOUNDATION PERMIT PACKAGE raft I V � 1 1 I ' C 1 I I 1 1 I I I jf I I I 1 � 41 _ J ` 3 4 _ j 1 1f: ANNE I rMMUN 1 �-- ,,o F �_c J _, 1 _ ? Sullivan Engineering,Inc. , •i _ _ 1 _ _ L_.__ ___ l _ _ nIH'EE�ov _L._—_. �.w__ _ �—— 1 PO Box 559 Csterville• MA 0_0655 'F lI t �1 f' j6AM -- �L 1 1 dJO ID I I,) � C niLLCR 4t.� l ..1 � . PLAYROOM _ ,� <-trfioi � ,. __—" _. r _�_-..BUV�OOM I_ _ __ ___ _ _ _ 1a- ALLI.D ��' i - F mrsul4N mOneenrq sm[es,iz. I I 1 215 BOSTON FOST ROAD SUDBURV MAI'll"I SETT601 T)6 Ll 1 fv.an ul.av • t J I _ ..,,'_... I' BEDROOM ;_.- ';___ uamm IE rs OFFICE l �I F'�-�' �_• I Jam' �'7 I qqq///fff 4 r i -" CA RESIDENCE --_-_--_ -- ____ ___ _ MAI . ; I I 123 SAPUINT RIVVEER ROAD OYJ FER HARBORS.MA i THIRD FLOOR PLAN t -- SCALE:3/16'= 1'.0' DATE:1/16/14 Third Plan o�� ARCHITECTS INC. 115 Broad Street I Boston,Massachusetts 02110 t, telephone 617.338-7447 lacsimile 617-338-6639 _ � SOSTtin' a J 10000 0 I 1 a 12-23.13 PRELIMINARY RELEASE-EXTERIOR DOOR AND WINDOW PACKAGE 1-16-14 FOUNDATION PERMIT PACKAGE • I wl 1 NI I kl I I 6I12 612•� � I > kf{ t812� '- ;I: I 11 I I I f 1 I 1 II. ' I i 1 1 ' tl II I ` z z�l / Hewn Dom,fie. F I -I * Ike APe I / Lod 1`111111% � - , I --------------------------- it it I� - z - it it t ::::�_ ...t: I i ti I - MMIN it - y _ ;, a. �...._.. � �-.:_,., _ .r..�- ._.- _-:: I-_.--:-:: • ' .,i�.,I !it'I -.__ C[ } t tr I - PO Sox 659 -- , 1 —__' I _ - li f°i0E14?6—�3 1508; SKV'IGHT-. -.... SKYLIGHT [; __ .. __ __.____._.____._._.____.�,,, HFrnirn N r 6"�i11c vvit R8G jk_ SKYLIGHT I� I �Tl _ j rsn.:umn vfnauaa: SKYLIGHT SKYLIGHT KITCHEN — xr1./6{ I{ _ t :l' 2 : EXHAUST .I. \t j t B 12� _ Ri: urn 10 s.72� LLJBOILER I. -F- 1' —i ! I - - - - a ` .. LLJ ® EXHAUST - __ 1.�LL1.D r ' CHIMNEY w/131 FLUE SENTINELS a _ ' - _ -.- __ L [ rorn° �° "`'1oc t ONE PER FLUE •F L �--- -�"+=� _ ' suDeVa solns r+�-Y 12 LT - ,_/;\ _. .. -. -_ <'>. ) — e roar > flSYB0.ST�OSN iVSTEROAD -- - -..<_� �:'k Ir..:__. __... --F t• ___ 12 ' ------------ 1 tl `, t i }., i 1 k' I �I �i 7 cuNSl, lfctiorr K. I . - i��',-� �.. i -� I - f ` ' 1t e� R i5 it OCalalanofthmicn,lne. l--_d {O.� I it 1 t # -u 19d f2' ! �t9di12 1 I ti l ..ill 1 I I �. if i I 1\ _ CAJ RESIDENCE I , _ MAIN HOUSE r,� - ..:.......r - 3 1 C' _ _ 1 OY ITLIi H Iik10 R5PUvr RIVER ROAD i 23 _.___ .._.. ...:.. __ ff S A MA 1 1 I ROOF PLAN SCALE:3/16'= 1•-0' t DATE:1/16/14 00, CATALANO ARCHITECTS INC. 115 t. Roof Plan ° `�' 9 ,Mass cl Street scnu::sllr• r.o• telephone 61733B-7447 Boston,Massachusetts 02110 • - },�p 'g facsimile 617-336-6639 '- NO.Q6855 60ST1nV, 1 .4 GENERAL REINFORCEMENT STRUCTURAL TIMBER CONSTRUCTION STRUCTURAL TIMBER CONSTRUCTION(continued) I. Structural work shall conform to there requirements of 780 CMR 51.00 1. Reinforcement work of detailing,fabrication and erection shall conform to r q 8. I. 'f imber construction shall conform to the"Timber Construction Manual"(AI-1'C 15.Floor construction shall be as shown on the plans with 23/32"APA rated Massachusetts Residential Code and International Residential Code(IRC)for One "Building Code Requirements for Reinforced Concrete"(ACI 318-02),"ACI 5u'Edition)and to"National Design Specification for Wood Construction" STURD-I-FLOOR,EXP.1,span rating 32/16.Floor sheathing shall be installed and Two Family Dwellings 2009 with Massachusetts amendments. Detailing Manual-1994 (Sh-66), CRSI Manual of Standard Practice (MSP (NEPA,2005 Edition). joists and beams j perpendicular to the framing,and shall be glued and nailed to the 2. Examine architectural,mechanical,plumbing and electrical drawings for 1-97),and"Structural Welding Code-Reinforcing Steel"(AWS Dl A-92). 2. New Limber for structural use shall have a moisture content(MC)as specified in with perpend nd ring shank.nails spaced at 6"along panel edges and at along - verification of location and dimensions oTchaws,inserts,openings,sleeves, 2. Steel reinforcement;ndess noted otherwise,shall conform to the following: the"National Design Specification for Wood Construction(NF.PA,2005 intermediate Gaming members. washes,drips,reveals,depressions and other project requirements not shown on Edition). I&Interior door and window headers shall be a minimum of2-2x8's unless noted - structural drawings. (A)Bars,ties and stirrups ASTM A615 Grade 60 (FY=60 KSI) 3. Material pmperties for timber shall conform to the following: otherwise on die plans. - 3. Verify and coordinate dimensions related to this project. (B)Welded wire fabric(WWF) ASTM A185 (A)For members with nominal 2"thickness. S-P-F#1/#2 or better(15%max 17.Exterior door and window headers shall be a minimum of 3-2xIO's unless - - 4. Openings in slabs and walls less than 12"maximum dimension are generally not MC). otherwise noted on the plans. shown on structural drawings.Openings shall not be revised without prior written 3. Minimum concrete protective covering for reinforcement,unless noted otherwise, Allowable beading stress: I8.Nojoisl shall be notched or drilled with holes without the specific approval ofthe _ approval of the architect. shall be as follows: Fb=875 PSI(single member use) t. y 5. Typical details and notes shown on structural drawings shall be applicable to all (A)Unformed surfaces cast against and permanently in contact with earth: 3.0" Fb=1000 PST(multiple member use) _ 19 arc.Nohithitececjoist shall be repaired or reinforced in any way without mile specific approval parts ofthe structural work except where specifically required otherwise by (B) Formed surfaces in contact with,earth or exposed to weather: Allowable shear stress Fv=135 PSI ofthe architect. contract documents. Compression parallel to grain=1100 PSI 20.Beams built up of tinmbcrs shall be firmly nailed or bolted together. 12113113 PRELIMINARY SET 6. Details not specifically shown shall be similar to those shown liar the most nearly #6 through#18 bars 2.0" Compression perpendicular to grain=425 PSI 21.Plywood shall be laid with face grain parallel to span;stagger all joints. NOT FOR CONSTRUCTION similar condition as determined by the architect. 115 bars,5/8"wire and smaller 1.5". Modulus of elasticity=1.400,600 PSI 22.Sills shall be 2-2x6(pressure-treated)and shall be anchored with 5/8"character. 23.Temporary erection bracing shall be provided to 01117114 FOUNDATION PERMIT SET 7. The contractor shall submit complete shop drawings for all parts ofthe work, (B)For members with nominal 4"thickness and greater southern pine#1 or _ anchor bolts not more than 32"OC and at 8"from each comer. including description of demolition and construction methods and sequencing (C) Surfaces not in contact with earth or exposed to weather-walls,slabs,joists: better(19%max MC) hold structural tinnber securely in where applicable.No performance ofthe work including,demolition and Allowable banding stress: - position as described on the drawings. It shall not be removed until permanent - construction methods and sequencing where applicable,but not limited to, #14 and#18 bars 1.5" Fb=1300 PSI bracing has been installed. demolition of existing strucure or fabrication or erection of new structural #I I bars and smaller 1.0" Allowable shear stress Fv=85 PSI 24.Timber shall be generally knot-free,with only small tight knots permitted mid elements,shall commence without mview ofthe shop drawings by the architect. Compression parallel to grain=925 PSI generally straight-grained. Beams,girders and columns-principal reinforcement,ties,stirrups or Compression perpendicular to grain=625 PSI 25.Structural timber shall be identified by file grade mark of or certificate of FOUNDATIONS - spirals: 1.5" Modulus of elasticity-1,600,000 PSI inspection issued by a grading or inspection bureau or agency mcognizcd as being 4. Where continuous reinforcement is called for,it shall be extended continuously (C)For pressure-treated members with nominal 2"thickness,southern pine corn peter. I. Foundations for this project consist of spread footings,basement walls,and slabs around comers and lapped at necessary splices or hooked at discontinuous ends. 81 nr better(19°'o max MC). 26.Structural limber shall be visually stress-graded lumber in accordance with the , Laps shall be Class B tension lap splices,unless noted otherwise. Allowable bending stress Fb=1300 PSI provisions olASTM designation D245-74,"Methods for Establishing on grade. Allowable bearing pressure is assumed to be 1.5 tons per square foot. p ' g g Structural The contractor is to verify the bearing conditions and notify the architect if 5. Where reinforcement is not shown on drawings,provide reinforcement in Allowable shear stress Fv=90 PSI Grades and Related Allowable Properties for Visually Graded Lumber". conditions are not as assumed. accordance with applicable details as determined by the architect. in no case shall Compression parallel to grain=1550 PSI 27.Timber shall be so handled and covered as to prevent marring and moisture - reinforcement be less than the minimum reinforcement permitted by the Compression perpendicular -cuar to gmin 565 PSI absorption 2. No responsibility is assumed by the architect for the validity ofthe subsurface r f t from snow or rain. - conditions described on the drawings,specifications,test borings or test pit, applicable codes. Modulus ofelasticity=L500,000 PSI 28.Steel plates and angles shall be new steel conforming to ASTM A36. ' 3. Foundation units shall be centered under supported structural members,unless 7. Where reinforcement is required in section,reinforeemenl is considered typical (D)For pressure-Lrcated members with nominal 4"thickness and greater,, 29.Fasteners,hangers,etc.,in contact with preservative pressure treated wood shall noted otherwise on the drawings. wherever the section applies.. southern pine 92 pressure-treated(19%max MC). be stainless steel,hot dipped galvanized,or otherwise protected from the effects - 4. Exterior construction shall be carried down below finished exterior grade to a 8. Reinforcement shall be continuous through construction joints. Allowable bending stress Fb=1250 PSI of corrosion. minimum depth of 4'-O",unless noted othenvise. 9. Dowels shall match bar size and number,unless noted otherwise. Allowable shear stress Fv=95 PSI - 5. Provide temporary or permanent supports,whether shoring,sheeting or bracing so 10. Welded wire fabric shall lap 8"or 1-1/2"spaces,whichever is larger and shall Compression parallel to grain-725 PSI that no horizontal movement or vertical settlement occurs to existing structures, be wired together. Compression perpendicular to gram=440 PSI STRUCTURAL DESIGN LOADS , streets'or utilities adjacent to the project site. Modulus of elasticity=L400.000 PSI 6. Carry out continuous control of surface mid subsurface water during construction STRUCTURAL STEEL 4. "PT"indicates preservative pressure-treated lumber(to be used when in contact I. lead loads - NOWT 0 such that foundation work is done in dry and on undisturbed subgrade material,as _ with concrete,masonry or weather). (A)Wcight of building components LIDIfto ArMgWM applicable. 5. -I 1-7/8"TJI 230's'etc.indicates engi Reeled wood I-Joist with Laminated 2. Live loads 7. Bottom 3 inches of exactions for footings shall be finished by hand shovel I. Structural steel work shall conform to"Specification for Structural Steel veneer lumber flanges and OSB webs by the TrusJoist MacMillan Co.or equal. (A)Typical floor-40 PSF Buildings-Allowable Stress Design and Plastic Design"(AISC 1989);"Code of 6. `3-1/2"x 11-7/8"LVL'etc.indicates laminated veneer Number-2.0E bearn or post (B)Exterior decks/balconies.-60 PSF 8. Back-fill under any portion of the structure shall be compacted in 6"lifts. - Standard Practice for Steel Buildings&Bridges" AISC 1992;"Seismic C Roof snow load-25 PSF plus drift 5084 D 9. No foundation concrete shall be placed in water or on frozen subgmde material. g g ( ) by the Boise Cascade Co.or equal ( ) p - 10.Protect in-place foundations and slabs from frost penetration until the project is Provisions for Structural Steel Buildings"(AISC March 7,2000);and"Structural 7. Joist support by nailing is forbidden unless used wish an approved hanger. Pg=35psf;Is=1.O;Ce=LO;CrLO; �Q completed. Welding Code-Steel"(AWS DI.1-96). Unless noted otherwise on plans,all flush franmedjoists and beams shall be 3. Wind loads-Per Macs.Building Code and ASCE7-05;Wind Speed 120 mph, 2. Structural steel shall be detailed in accordance with"detailing for steel framed with Simpson hangers as follows or a roved equals): Exposure C;Importance Factor=1.0, - 11.Do not backfill behind foundation walls until pcnnanent lateral structural support P B ( PP 9 ) system is in place and of full strength. construction(AISC)"and where required,designed in accordance with citedAN references". (A)2x6;2x8 Type`LUS26' 3. Structural steel details,not specifically shown,shall be taken as being similar to (B)2-2x6;2-2x8 Type`LUS26-2' jyb CONCRETE those shown for the most nearly similar condition as determined by the architect. (C)3-2x6;3-2x8 Typc`LUS26-3' 4. Structural steel shall be new steel conforming to the following: (D)2xh0;2x12 Type`LUS210' 1. Concrete work shall conform to"Building Code Requirements for Reinforced (E)3-2x10;3-2xh2 "Type`LUS210-3' Sullivan Engineering,Inc. Concrete"(ACI 318-05),and"Specifications for Structural Concrete for (A)Unless noted otherwise ASTM A992 Grade 50(Fy=50 KSI) (F)2-2x10;2-2xl2 Type`LUS210-2' - PO Box 659 - Buildings"(ACI 301-99). (B)Angles,channels.T's, ASTM A36 _(Fy=36 KSI) (G)11-7/8"TJI 110's Type`TT'T11.88' Os;ervil;e. MA 02655 ._ 2. Concrete shall be controlled concrete,proportioned,mixed and placed in the plates,etc. - (1-1)11-7/8"TJI 230's. Type`ITT351 L88' (508)428-3344(508)428-9817 fax presence of a representative of an approved testing agency. (C)Tubes ASTM A500 Grade B(Fy=46 KSI) (I)11-7/8"T11360's Type iT T3511.88' �, oom 3. Unless noted otherwise,concrete shall have a minimum 28 day compressive (D)Pipes ASTM A501 Type E or S,Grade B (J)3-1/2"x 9-1/2"LVL Type`HGLTV3.59' �y W�[)/Q�/V r.a .. - strength and be of a type as follows: or ASTM A53 (K)5-1/4"x 9-1/2"LVL Type`I-IGLTV5.59' Re A Rac ca, ",LI-C. (E)Anchor bolts ASTM A307 (L)3-1/2"x 11-718"LVL Type`IIGLTV3.51I' s'n c v sm rNxl XXE (A)Footings 3000 PSI (Normal weight) (F)High strength bolts ASTM A325 (M)5-1/4"x 11-7/8"LVL Type`I-IGLTV5.5I F (B)Framed slabs,foundation walls 4000 PSI (Normal weight) (N)3-1/2"x 14"LVL Type'HGIA`V3.514' (C)Concrete on steel deck 3000 PSI (Normal weight) 5. Anchor bolls,leveling plates or bearing plates shall be located and built into (0)5-1/4"x 14"LVI, Type'T-IGi.,TV5.514' ALL.1 8 D (D)Topping slabs&housekeeping pads 3000 PSI (Nonnal weight) connecting work,preset by templates or similar methods. Plates shall be set in (P)3-1/2"x 16"LVL Type'HGLTV3.516' - full beds of non-shrink grout. (Q)5-1/4"x 16"LVL Type`HGUFV5.516'finished `"iniONi-n-°""A"""`°'- r 4. Concrete to be exposed to the weather in the nished project shall be air entrained 6. Bolted BOSTON POST ROAD ed COnneeltOnS should be 3S fOl10WS: SUDBURY.MASSACHUSErrS 01776 per specifications requirements. (A)Mi ainnmm boll diameter-W',two bolts minimum. (It is the contractor's responsibility to determine correct hangers for all sloped 5. Provide vapor barrier under interior slabs cast on grade. (B)Standard,oversized or horizontal shorts slotted holes in webs of beams. and/or skewed conditions.) - 6. Construction joints shown on drawings are mandatory. Omissions,additions or (C)Shear connections for moment connected members-friction type high 8. Minimum bearing for all joists and milers shall be 4". changes shall not be made except with the submittal of a written request together strength bolts in single shear. 9. Use double joists under all partitions. - with drawings ofthe proposed joint locations for approval of the architect. (D)Shear connections for other members-simple shear connections with 10.Partition and outside stud walls shall be bridges once in their story height or,at 7. Where construction joints are not shown or when alternate joint locations are - either Diction type high strength bolts is single shear or bearing type high least every 4'-6". - .proposed,a oint and concrete placing sequence shall be submitted to the architect strength bolts threads included in shear lane m single or double shear. 11.Anchor bolts and bolls for structural timber shall be ASTM A307. Standard cut r'( Rlrr nN ' P W' 1 P 8g ( plane) g for approval prior to preparation of the reinforcement shop drawings. (E) Simple shear connections shall be capable of end rotation per AISC washers shall be provided between wood and bolt head,and between wood and - 8. Size of concrete placements,unless noted otherwise,shall be as follows: requirements for"Unrestrained Members". bolt nut unless steel plates or plate washers are used. - - 7. Welded connections shall be made by approved certified welders using filler 12.Exterior walls shall be framed with 2x6's at 16"C/C with 7/16"APA rated _ a i ao Ar6it m Max Length Max Area metal conforming to F70XX or F7X-EXXX with low hydrogen. .SHEATHING,EXP.1,span rating 24/16. Sheathing shall be installed with the (Feet) (Sq.Fact) 8. Welds shall develop the full strength ofthe materials being welded,unless noted long dimension perpendicular to the framing,and shall be to be nailed to studs (A) Footings and walls 30• - otherwise,except that fillet welds shall be a minimum of W'. I with 8D ring shank nails at 6"on center at panel edges and at 12"on center at C.A.J. RE S I D E N C E (B)Slabs on grade 30• 900-place in aft panel 9. Ends of columns at splices and at other bearing connections shall be"finished to ,intermediate supports. (C)Concrete on steel deck 90 8100 bear"to complete the true bearing. 13.Interior walls indicated on plans shall be framed with 2x4's at 16"C/C at 16"or - MAIN HOUSE - 10.Provide sti flcncrs"finished to bear"under all load concentrations on supporting 2x6's at 16"C/C(we arch drawings). 123 SEAPUIT(LIVER ROAD *Exceed only where intermediate contraction joints are provided. members,over columns,and where shown on drawings. 14.Roof construction shall be as shown on the plans with 19/32"APA rated OYSTER HARBORS,MA 11.Provide temporary erection bracing and supports to hold structural steel framing SHEATHING,EXP.1,span rating 32/16.Roof sheathing shall be installed 9. Minimum of 72 hours shall elapse between adjacent concrete placements. securely in position. Such temporary bracing and supports shall not be removed perpendicular to the framing and shall be nailed with 8D ring shank nails spaced 10.Concrete shall be placed without horizontal construction joints except where until permanent bracing has been installed. at 6"along panel edges and at.12"along intermediate framing members. GENERAL NOTES shown or noted. Vertical construction joints and stops in concrete work shall be 12.Structural steel harming shall be true and plumb before connections are finally made at midspan or at points of minimum shear. bolted or welded. 11.Concrete slabs,including concrete placed on steel deck shall be placed so that the 13.Field cutting of structural steel or any field modifications of structural steel shall - - SCALE: NONE slab thickness is at no pointless than that indicated on the drawings. (This will not be made without prior written approval by architect for each specific case. require that the slab not be cast dead level where supporting beams,girders or DATE: 12130113 trusses have an upward camber.) STEEL DECK " 12.Structural steel below grade shall be encased in concrete with a minimum cover ��OF 41. of2". "s. , Catalano Architects Inc. I. Steel deck and shear connector work shall conform to the"Specification for .y Design of Light Gage and Cold-Formcd Steel Structural Members"(AISC 1989); CARNllE "Structural Welding Code Steel"(AWS DIA-94);and"Structural Welding 115 Broad Street Code-Sheet Steel"(AWS 1)1.3-89). QUARRAZO1 Boston,Massachusetts 02110 (� telephone 617338-7447 2. Steel deck cross sections are only represented diagrammatically on the drawings. `� 4L facsimile 617.338-8090 3-Steel deck panels shall be formed from steel sheets conforming to ASTM A653, _�- Grade 33,with a minimum yield point of 33,000 PSI,ASTM A570(UNGALV), No.4 Grade 33 or ASTM A611(UNGALV),Grade C with a minimum yield point of q� - 33,000 PSI and a thickness not thinner than 20 gage. S®.1 445@6•k4'-O" WALL PROVIDE SHOP DRAWINGS INDICATING LONG ADDL WELDED WIRE FABRIC PROPOSED JOINT LAYOUTS. a WWF 6X6-W2.9wW2.9 (W WF)SEE PLANS co ROUGHEN SURFACE OF #4 17'EF I- SLAB,TREAT AS 2D j m --H— CONST JOINT W #4�17'(MIEN 1 ROW) W. ZQ _ SAW CUT Ys''x SUPPORTS BLOCK ON DENSE cON5r6ucnoN MIN 1 BAR I`� N Or U C CONT CONCRETEBLOCKIO JOINT(CONST ~p TO 12"HIGH ( ) B, np CONTROLJT 4'-0"OC EA DIRECTION 1'-6""P . _ WWF ��: PADS UP O cw yr,2" T ❑ #4 CONT 2 #4 CONT = wi TYPN l° 0 x—x CONTROLJOI ICJ) #5 18"MAX ALL STD ____ _ _ --___________ A OUND(TVP) HOOK2 � THE EXACT SIZE,SHAPE AND LOCATION OF EQUIPMENT NOTE.VAPOR C' - S SHALL BE DETERMINED BY THE FASTEN w/6 HORIZ ROWS LOTTED HOLES BARRIER 0- -- p - _m_ -- c 4 (HOUSEKEEPING)PAD( ) OF STUDS TO ANCHOR PLAT_ - 1 -3— CONTRACTORAFTERAPPROVALOF SHOP DRAWINGS FOR #q®17' PLATE Y2"x1'-0"WIDE VAPOR BARRIER INTEGRAL AT W30,W27,8 W24 BEAMS, ANCHOR PLATE) 8"MIN GRAVEL 1'-a' EQUIPMENT.ANCHOR BOLTS WHERE REQUIRED SHALL BE CONSTRUCTION PIT EQUIPMENT W'=LESS THAN 8" W'=8"OR MORE 4 HORIZ ROWS AT W21 BFJ�Ms. 12113113 PRELIMINARY SET JOINT(CJ) PAD MIN SIZED AND LOCATED ACCORDING TO MANUFACTURER'S 3 HORIZ ROWS A7 WI8 AND FACE OF WALL OR OR CRUSHED — REQUIREMENTS. NOT FOR CONSTRUCTION STONE SEE SPECS FOR CURB'W'8"H"SEE ARCHT DWGS W16 BEAMS AND 2 HORIZ PILASTER(SEE PLAN) SLAB ON GRADE LAYOUT OF CONTROL,&CONSTRUCTION ROWS AT SMALLER. 0111704 FOUNDATION PERMIT SET 12 SLAB ON GRADE 2 AT DEPRESSIONS 3 JOINTS IN CONCRETE SLABS ON GRADE 4 CONCRETE EQUIPMENT PAD 52 CONCRETE CURB DETAIL 62 TTYP BEAM SUPPORT AT CONCRETE WALLS CATEGORY MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE (UNLESS SHOWN OTHERWISE ON DRAWINGS) SEE SPLICE STD HOOK STD HOOK CATEGORY ACCORDING 70 SCHEDULE STRUCTURAL CONCRETE CENTER.TOLENTER BAR SPACING #' SHOWN. ATCH SIZE AND 1'-O'•MIN 1'-O"MIN REBAR,SAME SIZE AND GLASS 8 TENSION SPLICE Fy=60000 P51 ELEMENT COVER 53Dw6 >3Dwy >4Dw6 >BDIAb SPACING OF SMALLER a SPACING AS HORIZ WALL OPTI NAL 1=4000 PSI,NORMAL WEIGHT CON TJOINT <401Ay <6Dwy TOP BARS OTHER BARSHORIZ BAR Z INTERIOR FACE REINF X 80 DIA LONG. BEAMS,COLUMNS,AND <DIA BAR CONTINOUS 1Y2" INTERIOR FACE 6 1 1 1 2 CATEGORY CATEGORY - - (OCCUPIED SPACE) 2" INNER LAYER OF - SIZE .rS 4xs a KEYWAY I' - WALLS OR SLABS >DIAp 1 3 5 8 _ -1 2. 3 4 5 8 1 2 3 4 5 6 �j. ' •' a3 18° 1S 18" 18" 18" 1B" 1S 1S 16, 1S 16, 1S w •� '' cows 1 1 1 z ALL OTHERS >DIAy<2Dwy 1 3 3 4 a4 2S 24" 24" 24" 24° 21 20- IV 191 IT 19' 19", yZ2DIA5 1 3 5 6 a5 40"'- 3T 30" 39' 30" 30" 31" 25" 23' 23" 27 27 WHORIZ BARS ww jHORIZBARS TD HOOK 1'-0"MIN UTYPICAL ABBREVIATIONS1. AVOID SPLICES IN REGIONS OF MAXIMUM ST 45' 40' 38" 3S 3S 44" 3S 31" 28" 28' 28' N TSIDE BARS OR a _ MATCH SIZE ANDMOMENT.IF THIS IS NOT POSSIBLE #7 7T 67 5q 43" 42' 47 59' 48° 47 33" 33" 3Tw DIAy-NOMINAL BAR DIAMETER STAGGER SPLICES SO THAT NOT MORE DE CORNER BARS AS w USPACING OF HORI2 THAN 50%OF THE BARS ARE SPLICED t0T 87' 7r 57• sr 49' 78' b3" 55• 44" 39" 3r' 0" N.WHERE SIZES OF 11 w s EXTERIOR FACE GREATER THAN - O BARS IN THIS WALL EXTERIOR FACE GROOVE,CONIINOUS OVER WITHIN A REQUIRED SPLICE LENGTH #9 129" 103' BIT 77 64" W 97 7V 6T SS- 50' 47E HORIZ BARS - Yz"WALL REINF REGLET,IF EXPOSED.FOR WALL REINF 70P OF WALL.SEALANT ON >=EQUAL TO OR GREATER THAN OTHERWISE INCREASE SPLICE LENGTH DETERMINE 0"TYP DETAILS SEE ARCHT DWGS. 3Y" a10 163" 131' 114° 97 82" 65' 72S 101° 88" 70" fi3" 50' SPLICE LENGTH BY EXTERIOR FACE AND TOP. <=LESS THAN BY 30%. USING SMALLER SIZE r - CAULK BELOW GRADE. - x all 200" YbD' 140" 11T 1-' 80" 154' 123" 108" 86' 77" 6T ATCORNERS <_=EQUAL To oR LEss rHAN 2. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST IN AT INTERSECTIONS THE MEMBER BELOW THE REINFORCEMENT.WALL REINF IS CLASSIFIED AS OTHER BARS. VERTICAL CONSTRUCTION JOINT VERTICAL CONTROL JOINT tIYWIA Dom#�6. 7 3: FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BT1.3. { $ HORIZONTAL WALL REINFORCEMENT PLANS 9 IN CONCRETE WALLS 10 IN CONCRETE WALLS VARIES Mr, DAMPPROOFING - - I "U"BARS SAME SIZE 8 FOUNDATION WALL MA 1'-0"MIN SPACING OF INTERRUPTED NATURAL SOIL BACKFILL • _ 1 BAR EF TO MATCH WALL REINFORCEMENT- 6"MIN CRUSHED YIOQ HOR IZ WALL REINF yJ TYPICAL FOUR SIDES SLAB ON GRADE SV _ PERFORATED PVC PIPES LAID TO INVERT STONE AROUND m UPPER FOOTING. lI-W 2 01 ELEVATIONS SHOWN ON PLUMBING DRAWINGS PIPE HORIZ 4'-0"MIN SL 1 INTERRUPTED =Tkmr�Llnill - " - WALL REINF SL = REINF CRUSHED PIPE1�'TL' _ LOWER CONS UCTION STONE FILL �1�111��1i111TT"�`�111111 TVV�it-s1� N J�. 'Ji' ros€ 12 N w ORIGINAL ' 1�L,vr:iax 6"0 PERFO ATED .,. L UNDISTURBED PVC PIPE 1'a' VAPOR SLAB ON GRADE > T—H..KRE!NF WHERE BARS SOIL OR ROCK BARRIER .. CANNOT EXTEND SPECIFIED - C I--{ NO EXCAVATION SHALL ., w;, LENGTH BEYOND OPENING - a '�'''- " '''' -` SullivanEngineering,,Inc. _,•, FTG REINF -r - �; STEEL SLEEVE g > w BE MADE BELOW THIS ` THRU WALL PO Box 659 L 1 D MIN LINE WITHOUT ADEQUATE 1#5 AD EACH FACE MIN;BUT NOT LESS THAN - FILL MATERIAL p —J ---I Osf ervli'e, MA G2655 BRACING O PROTECTION 1'- 50%OF INTERRUPTED WALL REINF EACH SIDE OF 2 a'MAX 6.,MIN%" 1- I. W L SL OF THE SOIL BENEATH OPENING.SPACE BARS A7 3"OC,EACH FACE. DRAINAGE FILL (508)428 J]sa(508)428 96n/4.. THE IN PLACE UPPER LENGTH OF ADDL REINF=L+H+(2xSPLICE LENGTH). - - £� s D FOOTING- NOTES: AROUND PIPE PIPE SHALL NOT PASS UNDER OR THRU FTC REINF MIN STEP FOOTING(SF) - 1. WALL OPENINGS SHALL BE COORDINATED AND DETAILED ON THE 2 'i r e"MINIMUM WALL FOOTING.LOWER FOOTING BY STEPPING ^ REINFORCEMENT SHOP DRAWINGS. 1 MIRAFFI FILTER FABRIC TO AVOID INTERFERENCE. 'R D R. R C LLC SL=SPLICE LENGTH j T OR APPROVED EQUAL CRUSHED STONE `/J�jRJ, UlILR4LLN tl^L u DO NOT EXCAVATE *.n s.e w ELEVATION OF STEPPED FOOTING SLOPE BETWEEN FOOTING& REINFORCEMENT AT OPENINGS IN BARRIER BELow THIS LINE 11 AT FOUNDATION WALL 12 ADJACENT CONSTRUCTION 13 REINFORCED CONCRETE WALLS 14 PERIMETER&UNDERSLAB DRAINAGE 15 PIPE THRU WALL . NOTE. 2-12 AL LI O D N.a�am.m•a saw rc - LAP HRTINGRNERS CONT PANEL WIDTH PANEL END-PROVIDE CLOSURE TACKWELDED STEEL ANGLE LINTEL SCHEDULE TABLE INDICATES MINIMUM POUR 2-12 MIN SUDB15 BOST NPOST ROAD CONT CHAIRS SUPP OR SCREWED TO PANEL AT 2'-6"OC TYP. STOP UNLESS NOTED OTHERWISE WWF "B" 3'-a' WWFREQUIREO OV _ -- - -- WA NESS ON DETAILS� MASONRY LLTHICK 'ALL BEAMS AND4IPROVIDE FILLER PIECES FORPANEL SIDE TO OPENING 'MIN WWF 6x6-W2.9xW2.9 4"WALL 6"WALL 8"WALL 17'WALL@4'-0"OC EWSUPPORTING STEEL WHERE PANEL HAS LESS THAN1-#SCONT,LAP #4 12"7 m JJL3Yzx3YzxYa OVERHANG --� -- rn @ a rn 1Yz'WIDE CONTACT WITH SUPPORTING STEEL 3'-U' 1-L3)4 x A Y4 2-J L3 X 2Y22 x Ye 2-J L3Yz X 3 z X Y4 3- AT CORNERS Z w 5 METAL DECK g Z '' LAP �a w 3 1 A. LOCATIONS ON STEEL DECK REQUIRING 4'-a'' 1-L4x 3YZxY4 z-JL3x7}'2xY4 z-J L4x3zxY4 3-JJL4x3'hxY4 _ wLOX ac'I _ __�,_______ 3/4"DIA PUDDLE WELDS@17.ON CENTER: 5'-0" 1-4x3}.Ya 2-J LA2x 2Y2 x Ya 2-J L5 X Ax 1'a 3-J JL5x32 xY, 2"MINIMUMBEARING y V,___ ___ w a w = ___ __ _ PANEL ENDS = nut srniloroN `' 2 ABUTTING ENDS-EACH PANEL 1-L5x3Y2xY4 2-JL3Y2x2Y2XY4 2-JL5x3)zXY4 3-JJL5x3Y2xY w� z SUPPORTING L6x 314X% 2-J L3y2 X 2Y2 X Y4 2-J L6x AX% 3-J JL6x314xie. DECK CLOSURE STEEL w <? p MEMBERS w O z LAPPED ENDS-AT CENTER OF LAP 9'-a' 1- a 3 3 AS REQUIRED DECK U a a as w- O U¢a O PANEL INTERMEDIATE SUPPORTS 1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS POUR STOP SCHEDULE SEE POUR.STOP ❑ ¢7 w ryJ B. 10CATIONS ON STEEL DECK REQUIRING IN ACCORDANCE WITH THE SCHEDULE ABOVE.INSTALL LONG LEG - LAB OVERHANG n Ar nl s m. SCHEDULE N W w x w aj„ POUR STOP THICKNESS MEMBER PARALLEL U OI O 4 DIA PUDDLE WELDS @77'ON CENTER: VERTICAL SEE ARCHT 8 MECH PLANS FOR LOCATIONS. BEYOND EDGE TO DECK SPAN MEMBER PERPENDICULAR 6 ---1- PANEL SIDES 2. PROVIDE 6"MIN BEARING AT EACH END BUT NOT LESS THAN 1'•PER FOOT OF FLANGE <4"SLAB <5)4"SLAB <6Y2"SLAB PANEL SIDE WITH FILLER PIECE,FILLER-TO- OF SPAN.FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR. C.A.). RESIDENCE TO DECK SPAN —-- ----- -----— 1 5 <3" 18 GAGE 16 GAGE 16 GAGE PANEL AND FILLER TO SUPPORTING STEEL- 3. WHERE MINIMUM BEARING CANNOT BE PROVIDED,ATTACH SECURELY TO NOTES: 4 ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS. 3"TO 6" 16 GAGE 14 GAGE 12 GAGE ro ' C. LOCATIONS ON STEEL DECK REQUIRING 1"SEAM MAIN HOUSE 1. AT INTERIOR AND EXTERIOR SLAB EDGES,PROVIDE#4@12T HA SHOWN WELDS OR BUTTON PUNCH 24"ON CENTER. 4. WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESS 6"TO 91' 12 GAGE 12 GAGE 12GAGE WHERE DIMENSION"A"OR"B"EXCEEDS 6".DIMENSION"A"SHALL NOT EXCEED 7-0'. 2 ABUTTING ENDS(OR LAPPED ENDS) 6 PANEL SIDE LAPS @ SHALL BE Spa"AND ANGLES SHALL BE HOT DIP GALVANIZED. 123 SEAPU IT RIVER ROAD 5. WHERE WALL THICKNESS EXCEEDS 17•PROVIDE ONE 9"TO 13' Y4"BENT PLATE Y"BENT PLATE Ye"BENT PLATE OYSTER HARBORS,MA ADDITIONAL ANGLE FOR EACH ADDITIONAL 4!'OF WALL r 13"TO 16" 5/e"BENLPLA7E 5/s'SENT PLATE sVo"BENT PLATE 16 TYPICAL REINFORCING IN STEEL DECK SUPPORTED SLABS 17 SCHEMATIC PLAN SHOWING TYPICAL CONNECTION OF STEEL DECK 18 19 SCALE:IY"=1'-0 TYPICAL DETAILS #4@15' #41@15" SCALE: NONE WWF WWF DATE: 12130113 MASONRY '"rI VENEER BYOTHERS �� FIN GRADE -,eap OF 4 �,�•'^K Catalano Architects Inc. „x L' SEE PLAN FOR • I'i SEE PLAN FOR DECK DIRECTION ' SHELF EL "i DECK DIRECTION VARIES �qp� DECK PERPENDICULAR SEEARCH '�1t71f1!I Broad - : L2x2x Ye w/STRAP 70 WALL: 115ssach Street TIE @4'-a'OC �14x4x5/e w/3W'O EXPANSION � � � Botelephone5617 338-744710 BOLTS OC w/4 • C0 facsimile 817-338-6839 • jE- EMBEDMENT y"- NO DECK PARALLEL TO WALL: 13x3xYe w/Y2"O EXPANSION .� �r.`O 4V BOLTS @2'0"OC w/3YZ" �iP •�. , :/ EMBEDMENT , V 20 SCALE:1"=1'-O•' 2 SCALE:1"=1'-0 1 y r- -- -- _ - ---- , wA ON DA LAewE ` REINFw/Bx&W,4W14WJUF � ---- I TOCEL,3 i(892) -y 12113113 PRELIMINARY SET L __ — U s NOT FOR CONSTRUCTION I oPEMNG , SF-I; 01117114 FOUNDATION PERMIT SET o ABOVE ..L' tPRONIDE INGATNAI B REINFORCING AT S2t DOOR OPENING PER 190N SOS I t `off - I I /� 3 S 52.1 ffi.1 FOUNDATION I WALL ABOVE 7 t �?:., I J --- v B G2, „ 64, r I L_ I I ---- L_ ____ —— 14 muP II r I j s � --i 3-,D ---------------- t�- I I -------- -----------------LF up cl -= 1 c,UP C1 UP Lnb=AMAIN ctu, muP' ctw ctw C1 UP r mw c+UP Iup- muP mw - _-- L-- --- LwAm Q r ____ _ ___-- -- __ - --- __ ___ _ __ __ _ _ I I�st'0 1 r _ _ ___— __ _—__ _ _---_ ___ —— _— __ _— __ —— __ __ I ___� s, Ik Rum cl 1•sLAB ON GRADE O 51.0 I I I REINFwI8x8-WI.4xW1 A4 V TOCEL s'-2• is �`�,�IIr' J _ TOO EL.4 S-1• - L— 51D :b:. $�' ANNE x_ __ - 4'SLON GW DE . I Is I �V C1 UP C1 UP C1 UP C1 UP C1 UP Ct UP � Ci UP W✓rF 15 ' I p! , REINF w/fi W1.4x --' ------3 I TOC EL-13'-i•(6.927 L_I I 152.,- FOUNDATIONf L_— _ —__ __ _ ___ — _ ___ __ __ ___ _ _ WALLABOVE __ --- _— —_ .� _ __ - __ —_— _ ___ __ _ ___ __ -J Sullivan Engineering,Inc. c,UP c,UP 1 $ ,..1 I�si D j I - PO B— 659 .. I- I I i ;. 1 Ostervilie., MA 0265,5 53.1 L �J t P-UP P-UP 51.0 _ ,k . - £ - - (508)428 3344(508)428 9617,fax 4-sLAB ON GRACE c+uP n L�; I�s%e _ L— ___ J -- REINFwl fixfi-W1.4xW1.1 WWF i, TOC EL-14'd• J) RIX P.G LLC ��1 ILR4LLNG1 ERS UP1 (-15-t] F4J i STAUely en-oe I,.e n,Inn - I s sz.t {// L -I - CONTRACTORLOORDNATE NOTES: / r LOCATO�RECESSE UGHT9 2 FOR TYPI L DETTAILS SEE S02 LL a D 1 • r-- — — ---- — — — -- — --- -- -- — -- LOCATON6 AND ALL NG 3. (X'-X)INDICATEG BOTTOM Ci FOOTNG ELEVATION. IN --- I° +,� • - �� I I PLUMBING4.IECHANICALSEE 4. •SF'INgCATES STEPPED FOOTING SEE DETAIL X IX4 SO.2. mna14M1g 4n0„4My ur4ces.K. x ARCH DNX1u S _ 215 BOSTON POST ROAD SUOBURY,MASSACHUSETTS 01776 POST/COLUMN ' SCHEDULE - _________ 13 4xe COpilllC1'ION . S2.1 VMTiil P6 PSL Is 10 WALL ABOVE 51.1 P] 5.x5 PSL ��® �� no Ar hi 5 In. C.A.J. RESIDENCE MAIN HOUSE 123 SEAPUIT RIVER.ROAD OYSTER HARBORS.MA FOUNDATION PLAN HISS COLUMN BEYOND SEE DETAIL 5 ON THIS SHEET FOR BASE PLATES L OF HSS c OF HSS c OF HISS / if4Q15"F / MASONRY SCALE: le-1'0' j 3/a4-Y4"O BASE PLATE *-TE Syz'WF CHIMNEY �y(43j^0 ANCHOR BOLTS SEE PLAN 2x6216"OC TYP 6 TYPBY OTHERS ° 1 I FOR COLUMN w/Y2"PLYWOOD � 1 TYP � DATE: 12130113 2 �'THICK4„SLAB PLATE2-2x6 PT SILLS 3yy7,An/yF =N /4"THICK o- 3.'TYPVVVVF OLTSO.00 WWF3 TVP °' Catalano Architects Inc. #4@15"CENTERED d ° GRID GRID EACHWAY , _ "- a °=3^ 115 Broad Street Boston,Massachusetts 02110 telephone 617338.7447 '_ mile 617.338.86M #4 12'f 1y2'TYP TYP 5 facsi 3/"THICK PLATE /6 #4Q1 Z'BEW 1 A O L - 4 "O A307 ANCHOR 4 w.0 A307 ANCHOR 4-%"0 A307 ANCHOR . ALTERNATE BOLTS BOLTS BOLTS ' (EPDXY ANCHORS MAY (EPDXY ANCHORS MAY (EPDXY ANCHORS MAY HOOKBOTTOM OF SEE PLAN FOR #4@12'BEW BE SUBSTITUTED) BE SUBSTITUTED) BE SUBSTITUTED) ■ FOOTING FOOTING SIZE -0•SCALE:1"=l' ' 2 SCALE:1"=1'-0" `3 EL SEE PLAN SCALE:T'=1'-0" 4 SCALE:1"=1'-0" 5 SCALE:1"=T-O" I . I I 11 tz s2.t see P-UP� �P-lW P-UP -1 P-w X�--�\ LOOSE LINTEL SEEDETML IB ON S03 ' I 12113113 PRELIMINARY SET NOT FOR CONSTRUCTION ;! S.rt4 LVL BEaM s1.1 01117114 FOUNDATION PERMIT SET POCKET 14 ea®16'OC 6 II 3 3 51.1 52.1 TOP O OD SZ.1 EL 1'-0-D'.."(21'S7 I� r P-UP (S'-0,) P-UP S3.1 L- 521 5'SlAO ON GRADE/ REINFwh13W1.IxW1AVJPNF r SLOE EO SDE E T LAINILTEI8L S2.151 ON50I i 5 P-W.2 ♦ _ F-UPP-uP 1 S Ci pJ C,DN C1 w /111®1EW1LL - WFBEPM�- WF BEAM. 5 5 14 Bq®1fi / Cl DN C1 DIJ Ct DFI- Ct qJ C1 pJ C1 pN P-W P-I1P POCKET NBx31 P-UP B Lall 599433-M UP 53.1 // / . 4 P- Ct DN //4Y81Bi [11- '�I�Y IahQ �r\_/" ® s t48a®lcoc 55 sit L )sn , 1 oc BUI T P \ R F IS D it_r w w %---- * * L ^ WOO TOP OF PLYWOOD P.uP 'ir h �/,,,ptttTTT`J1r7TT, T7� EL 0'-0'(ZO'S')TY%CAL W8x31 / - P.w 1-11ry. 1 PUP Ct DN C1 DIN Ct OIJ TOP OF PLYWOOD / 15 �� L EL a-0'CeS')TYPICAL. / 52.1 "CYri' ' Cl DN Cl ON yK Ct ON C1 qJ Ct DN HANGER FIXt Werl6 /, Sullivan Engineering,Inc. BEAM POa(ET� \/ ✓j \/ Lory aEAM / PO ., 0 _ X /�(\ Os;ervll'e, VA C26.55 S3.1 7�. P- P P- P P-UP 9 �}� I \ / S t a a / � (508)428-3744(508)428-9617 Ix ' X / I.. C1 DN C1 ONI p,UP R &(3 In0 LIX x.. P-UP BEAM SIRU IUI TIN 1�CRS • 4 POCKET P-UP P ® S2.1 CONTRACTOR-COORDINATE NOTES: �LOCITIINOFIOJITS 1. FOR GENERAL NOTES SEE Sol. .RECESSED LIGHTING 2. FOR TYPICAL DETAILS SEE S0.2. a LOCATIONS AND ALL 3 (X-X�INDICATEG BOTTOM OF FOOTING ELEVATIpJ. - ALL IOD PLUMBIN-BIN 4 LINO CATES BEARING WALL BELOW c4rLa4U9 an0neenn9 servk9a.M. ARCH DRAWINGS 5 INDICATES BEARING WALL STARTS ON BEAM. 215 BOSTON POST ROAD 6jINDICATES FLUSH FRAMED CONDITION SUDBURY,MASSACHUBETTS Ot)]6 '® REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. ): ALL INTERIOR WALLS SHONM PRE h @1 DO ® S-SLAB ON GRADE • POST/COLUMN OR2r6®16-CC(SEEARCHcNGS) 1 REINF w/Bx&WtAxW1.0 WAF ;,f 8. ALL EXTERIOR WALLS SHOM ARE 2rfi®16.OC ,C TOC EL VARIES SEE ARCH SCHEDULE IUNLESSNOTEDONPLA P) K-PLYNGOD MARK TYPE SHEATMNG ONONE SIDE,PLYWOOD IS NAILED TO Pt 2-2ee STUDS w/.10D GALV.COMMON NAILS SPACED -----------------------------------------------------------------------------J Li AT 4'OC AT PANEL EDGES AND 12'OC AT P3 3.2r8 INTERMEDIATESUPPCRT 1] P] Ox4 9, _1_ B INDICATES SPAN OF Y,'TBG PLYWOOD GLUED& P-UP P.UP P-UP P-UP (ate P-UP P-LA _. S2,t P4 4x8 NAILEDTOJOSTSa BEAMS. WNSI�UCIION I� I� P6 3 x5 PSL 10. A^INDICATES SPAN OF%7 EXTERIOR GRADE PLYIM'IOD. 10 2 P) 6 x5 PSL 11. FLITCH BEAMAI-31v�x11%LVL a 3-Y,.I'%PLATES. - 52.1 - 53.1 FLITCH BEAM tl2-11�s11:§LVL82-ReYI tYe PLATES. FL1TgI8EAM tl3-1t�v11%LVL 8 2-3{r11Y1 PLATES. SEE DETAIL X ON$2.1. a In Architects In. 12. INDICATESLOCATIONOFSIMPSONHOLDDOWNANCHO25 HTTIS OR HDW4052.5.SEE DETAIL X ON S3.1. 13. INDICATES SPAN OF 2'-18 GAGE GALV 1-D STEEL COMPOSITE FLOOR DECK W 3'-TOPPING SLAB(TOTAL THICKNESS-5').REINFORCEw/61fi-W2.9rW1.9NVrFTOP C.A.J. 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DETAIL AT OPENING VERTEF 111] •'(SEE ABOVE FOR INFO NOT SHOWN) ' b •• - DATE' 12130113 • - 10 1.' 10" 61 W 6 11' '-• 11" 11' •'-• 11" g, •� 445 Catalano Architects Inc. DOWELS TO DOWELS TO DOWELS TO MATCH DOWELS TO MATCH 3'-6 2'-0' MATCH VERT MATCH VERT - VERTICAL REINF VERTICAL REINF I 115 Bmad Street REINF 1 REINF " •• :: SEE DETAILS 20821 WyyF WWF WWF W WF #5@17' Bo WWF - ON S0.2 FOR ston,Massachusetts 02110 • vt ,• •• TOP. INFORMATION NOT telephone 617338 7447 c facsimile 617338-6639 •, SHOWN L7 . 2-#5 L - 34.5 a� 3-#5 R I 4at5 TOP 4ErZ 345 3-0 2'-0' 3'-0' - 3415 BOTT T-C - SECTION AT SIDE ENTRY MUD ROOM NORTH SECTION SOUTH SECTION AT BREAKFAST ROOM FAMILY ROOM AND PORCH SOUTH SECTION 11 SCALE:Y"=1'-0 12 SCALE:Yz"=1'-0 1 SCALE:Y'=1-0 SECTION AT•SKYLIGHT 15 SCALE:Y"=1'4 SCALE:Y"=1'-0" . •::. INDEX OF DRAWINGS': JJ overSheet,Site Plan 1:10 �c es� e .0 Existing Plan 8 Elevations I 1. Demo Plan 8 De Elevations BOAT �- T HOUSE lJ S E 1i s ,, 0 Proposed Plan&Roof Plan�` 0,1,1 Proposed Plans:Stab 8 Shower 123 SEAPUIT RIVER ROAD �,•-..,..„.,� 1,2 Proposed Floor Plan(1/2"Scale)_ I Q r f,• .1 Proposed Exterior Elevations Oyster Harbors;`MA • i, a ,I �w- .2 Proposed Exterior Elevations . J 3 Proposed Exterior Elevations I ) 4:Proposed Exterior Elevations 3,1 Framing Section CLIENTAPPROVAL: O 3.2 Framing Section DATE Framing Section NOTES: V j i 4 7 Wall Sec Yons �:. Sections � 42 Wail 1 Exterior Details. _ c ! 5 2 Exterior Details APPROVED;MI7IGATION .3 Exterior Details . : `.PLANTING .. 'DRAIN TODAni6Hr l r',. 'Exterior Handrail Details TOP OF COASTAL BANK ,— -f:• y a_ - TINGPLANTING_._IXIS 7:0 Interior Elevations ADDEQ!PE f , ^� WOffDECK 8:1 Interior Details ✓ I "1 A Electrical andStructural Framin 911F: 'GRADE�'T.'0:`STAIR RUN 1Z'S 4 c xrr'; ADE+ 17 21aNrc , =.Lw l ; ! 'TO EXCHAfJGESOUAREF00TAGl 1$ ^ GAIN FROM REMOVING EXISTING F1REt`LACE +-.. A; • ..:r ... 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SOFFIT OVERHEAD �rVnar WFJC ER10 t Road • ' Oyster Harbors,MA 02655 " CONSTRUCTION SET _Pro osed Floor Plan _ _ Pro osed_Roof Plan sue , s Proposed Plan SCALE: 1/4' 1'-0a DATE:2/24/16 w:. Catalano Architects inc. - 1s p 115 Broad Street 6oston,Massachusetts 02110 telephone 617 3W7447 facsimile 617.M A I I INDEX OF DRAWINGS over Sheet,Site Plan 1:10 X1.0 Existing Plan&Elevations 1.0 Demo Plan&Elevations W 1.0 Proposed Plan&Roof Plan 1.1 Proposed Plans:Stair&Shower CV��(\`/ ` LO 2 Proposed Exterior Elevations 2 Proposed CO ro 0 M I 1 3 Proposed Exterior Elevations O �+ 'u i'1�J 11I O 2.4 Proposed Exterior Elevations 05 Nov 2014 BUILDING PERMIT PACKAGE 0 I ` J J NOTE:SURVEY REQUIRED.ASSUMING 0'-0" 3.1 Framing Section FOR GRADE AT FINISHED FLOOR OF BOAT HOUSE.ALL OTHER HEIGHTS TAKEN FROM THI 0 ( + �� / O 3.2 Framing Section ASSUMPTION. O I t—� �.� L �� 1/ `� I 3.3 Framing Section CD-1 w J J J J 4.1 Wall Sections co `-�,J ;� f I E ,I b / 4.2 Wall Sections MULLW Io Y�J t/ I 5.1 Exterior Details TER 1 O R 5 `. ' APPROVED MITIGATION !' 5.2 Exterior Details I� (\ PLANTING j- Ij 5.3 Exterior Details TOP OF COASTAL BANK �_---_ III n A8.1 Interior Details W� ADDEDIPE __�'� 1 l 20 rv� /^WOOD DECK i I I 1 Electrical and Structural Framing �` n l / GRAD.E_@ T.O/STAIR RUN 17 39/16' — �� C � � —— _ _ i,5q ft $ , GRADE+/ 1�` 'l Sullivan Engineering, Inc. ?1— — — _ — fEMAZone— _= PO Box 659 — _-15 — — — ------.-h._. — —— —— , ._-- � �' ' __.- �--_— _ Al( 1 ) Oster vd/e, M.4 02655 _ f INTENT O TO EXCHANGE SQUARE FOOTAGE _- _„—_ ELEV 1 —GAIN FROM REMOVING EXISTING FIREPLACE ,• I (50s)42s-3sa (sos)a2e-aev fox FOR ADDED WOOD_DECK OFF WOOD STAIR. — —. 15 NEW WOOD STAIR STRUCTURE ' Kwmc&Gusrncinol.LC — --10 �y . -- `� -- 10 1.�L.LI■D ', --- -- t I 28 5 1 fC —•\ It ng en9 veer ng semces,nc. TO.LANDING T-91 ' 1' "1 '+' tt j I , _ �Il 1 215 BOSTON POST ROAD 9/16 SUDBURV,Me.PSe uE UETTS 01776 FEMA ZONE LINES AS SHOWN ON J T:0 DECK 6 11 -" REMOVE 3.� FIRM PANEL#250001 0018 D T.O.EXISTING DOCK 7' 91 /' I I,j,} ,� EXISTING REV 2 JULY 1992 / r FIREPLACE I EXISTING ; � � EXISTING BOARDWALK —� %� ( + DECK ©Catalano Architects Inc. j j' �� / I CAJ Residence '/ 7 J + 1 r' 123 Seapuit Road �/ �. ( I Oyster Harbors,MA 02655 l COVER SHEET 3 SCALE: 1" =10' \\\ \ � DATE: 3/18/15 2 / Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 _ —— —— — — —— —— iephone ts mile 611 7-338-7447 fa 7 338-6639 MEAN HIGH WATER _— ELEV=1.8' NGVD 29 t __ _— A® 7 _ - - — 6rI rI I 12 175 ,�0 ROOF DELK _ -•-�,,. _ _ _ _ _ - ..- _ _ ._ _ _ _ _ 05 Nov 2014 BUILDING PERMIT PACKAGE 4y T�T T TF Fij--La I NOTE:SURVEY REQUIRED.ASSUMING 0'-C" 1 Z I T ' FOR GRADE AT FINISHED FLOOR OF BOAT HOUSE. ALL OTHER HEIGHTS TAKEN FROM THIS ASSUMPTION. FIRST1n t r STONE GAP 26'-0 -1�.O 75/3" q 2vr 6 a,r ANNE �/jULLIN ,NTER 100.5 2'E" ,. Existing Boat House West Elevation WATER HEATER. 0 TO REMAIN o� I _ 1�Yt#YfYei�l Engineering,Sullivan En , Inc. o g� g k Ir. 1 PO Box 659 Ostet-ville, MA 02655 N (508)423-3344 (508,)428-9617/a, ^^'-` - R—&GOermo,w LIX 1 1 ;�:'> slxucruwv.�ciRt:Eas --__ i2-6—L_ n.'�'.—__T 4� _— ?, _. TO ROOF DELK — _ _ —._ _ _ — _ — — —. — — — — R(�n[�/^i uuo•.sa.as� MAmw _N i @ 3_6..(17.0, �,. 1 I I ' - - a ALLI �q, riwrooe o 215 BOSTON POST ROAD SUDBURY,MASSACHUSETTS 01776 I LL?L.- w.U�� '00 TO 07�)-7- 22'_3'•®WOOD (DING FIRST FL - ___ 1 I - CONSI�i1o.tON 1 3 Existin Boat House West Elevation ©Dtalano Architects Inc. CAJ Residence 123 Seapuit Road Oyster Harbors,MA 02655 20 Existing Plan& -� Elevations T 0.P,OOF DEGK (_. Existing + Demo. Boat House Plan — -3 F_(17 OF' SCALE: 1/4" = 1'-0° SCAL :1 4" 0 i LEa N 7O I I'I t_ — _ `_ `— DATE: 3/18/15 ' l�l' a Catalano Architects Inc. 00T L1�S C r y TT T �r�9 s: J Sr?C . --' -� _ °`fir° �^�; 115 Broad Street r �- -rT �Z 1 fC� Boston,Massachusetts 02110 - FIP.STFL - - - - - -_ - J T.._.. s._ t —, i __ — �` telephone 617-338-7447 facsimile 617-338-6639 ,l0 4 Existin EX Boat House West Elevation _ i � SCAL:I KEEP EXI51 ING CMU WALL INTACT 0-NO EXISTING ROOF DEMO VERTICAL WOOD SIDING �'�• / DEMO EXI51 ING CONCRETE STEPS AND CONCRETE DEMO EXISTING DOOR / SLA5.41'BOTTOM OF STAIRS T- I 12 02 / �.DEMO EXISTING GUTTER T.O.P,OOF DECK T -I- �_. I _�- _ _! -.- - — -- — t—r - — — j= — —f— — — — — — — — — — — — CEILING _ .1- - -L -6,-0,0----t70') 1 --j./ J,.TI 1 �- _.. - - _ - _ _ _.- - — _ sL � GLC,' Lt— 1. 4 - ' L -T T T 1 r'C' f T L `i OS Nov 2014 BUILDING PERMIT PACKAGE r T t T T T 1 I: NOTE:SURVEY REOUIRED. ASSUMING 0'-0' FOR T FINISHED1 T ' ' ! HOUSE.ADE ALL OTHER HEIGHTOSOTAKEN BOAT TAKENTHIS - L -- OF I :T— T t !! ASSUMPTION. ELECTRICAL CLOSET, EXTEN510N OF FETAWING WALL FIRST FL _ 1^ .T +, 22 9" 3'-3 - _ ANNE REMOVE EXISTING I ==J f LL E EX15 I14G ! J -- Demo Boat House West Elevation ""R'°°' I- --------- --.-- --- _... -` -- - :1/4.. _ .-0. 7� o z a I I}{I f,= /\ 10 PE HenrER pay, TO REM.41N Dd 1j,; wnft71 � - L I�--- --i-- ---� I, J REMOVE EXISTING 1 1J• `I!, ✓� CONCRETE 5TEP5 AND - - -- ' 11 1 1 f /4 CONCRETE SLAB AT _ _ BOTTOM OF 57AIR5 ! ' r , DEMO EXISTING ROOF ' __ Sullivan Engineering, Inc. REMOVE EXISTING PLUMBING TO - I PROVIDE FOR PROPOSED DESIGN DEMO EXISl1NG DOOR PO Box 659 Osterville, MA 02655 I - / DEMO ExISTING GUTTER (508)428-3344(508)428-9877 f..' DEMO EXISTING WIN.5 I { I �� _ STItUCIIiRAL L'\GI1:f.1R5 ----- -- -.--. - - - -:� t m�xlxa mlas.Ial � ..� ♦, � DEMO VERTICAL NpOD SIDING 4 7l� - KEEP CMU WALL INTACT ALL1.D i 1 mnwtlmg eng reenng semces,inc. { flfl': f ' ,r I I I r !-I DEMO EXISTING BENCH 215 BOSTON POST ROAD % 1I, 1 I 7! I I I SUDBURV,MA ese C3 eeeETT501776 1 � F.IIII.)C - I� - -�-,.> I( -+ - - - - - - - - - i I CONS RII ION { ! I' m Catalano Architects Inc. i :1 1 Demo Boat House South Elevation sc :1 a., _. ,,-0,. u r <• Jr tf It � �1 CAJ Residence jl1�Ilt) tt +� i:l 111 123 Seapuit Road I Oyster Harbors,MA 02655 12 OF.MO F%ISTIIJG SIDING I 2� - - -DEMO EO(15TING WIIJD(NJS Demo Plan& Elevations 1 f SCALE: 4 _ L d : 3/18/15 4 Existing + Demo. Boat House Plan r —I 1 -t z „ r_= r T=a� �t CO IFIRM GI5TING MASONRY SCAL:1/4' = 1'-' = 2 4 6 I I I I �I� 1IL -- -JI®II �' OPEIJIIJGS . .I L�J I I I II'!�_•�•��{-J --J��. - KEEPCMU WAI.I.IN ataianO Architects Inc. 01 i I L i T 115 Broad Street i T r T T-[ j `x T .T, _ ^��,�; Boston,Massachusetts 02110 - - - - - - - - - - - - -!.� _�— — - - - - - a 7T T _ — .. telephone 617-338-7447 L',9A � facsimile 617-338-6639 pP� A. Demo Boat House East Elevation "4 SCAL.1/4 _ ,•-0 ��- a 1■ I 05 Nov 2014 BUILDING PERMIT PACKAGE ELEV:130E r _ NOTE:SURVEY REQUIRED.ASSUMING 0'-0' ��- -- - FOR GRADE AT FINISHED FLOOR OF BOAT zz'a wool olECKOF ER HEIGHTS TAKEN FROM THIE GRADE®TO.5TAIPi RUN y_T• gv_, z'_N>�I yr•' 3"%'•_._5'6M° 1T J9/16 '. c� { CIRTE%AIuEAge A3SUMPTION.TH�� ii--lid _AROUND DECK --PLUMBING VENT 1T_3-9/16 1 { I EXTENSION ANN /�TT T JI �I Z�,8 0 �Y 103 r �i � BO S � y.. _ 1 —_ � EX EN510N OF ��V LL� } T-d'U� � 7 u- f gY.3 "1 ° I. PETAINING WALL WI �r1, t ~r�... Texloxs -- - 11 closet Mern. 4 1T3 9/16'1 104 Ins •g�a6 — -- - _ `'-___ - --- -__:.. '__.. \_ FULLY ADHERED TPO MEMBRANE AR SnT WA 1 rye. --•—' —_�,_,-.�,.,,� LY ING SURFACE ROOK W/2%6 WOOD 5y� a � and 1]m — 2 -- -y k wMENR^.IL i_ a �—. I+ GreatlRoom �* LOPIN6 MEMBRANE BELOW 1/4'PER FOOT?SLOPING MEMBRANE BELOW 1/4 PER F T L S YSTEIAI1 j f' 701 w.a ' Rinse _ �.� Station o , Sullivan Engineering, Inc. a z 2 PO Box G59 Osterville, MA 02655 I 1 _ r), t T- Ir !-'-J _ I -1.__ _ _ 1 __ - _ 3 I-'.•-y- - I (508)428-3344(508)428-9617 /a.s� ACTIVE LEAF: )) -. 13 �+ { —— GC TO COOP.W/DYNANIC WINDOWS AND DOORS TO ---- ¢f1 WOOD GUARD RAIL - I GUTTE /—r1I1V1I1101FRATING HARDWARE FOP,AC71Vr LEAF _ R(wmC S Guamuirro I.I.0 10 WOP.KW/fX1571NG 1AUL1'I-POINT HARDWARE I Q i { I _ wGme4w ,IkIAIAPo m 7_�_ 0UE5110N: WFIFRE CAN WE DRAIN TO? __ ALL I t z 1 DS o i o I I{ I / nsNnlna aTONeenn ae . 215 BOS POST ROADnc 1 r 4 III f{,a T w I SUDBURY,MA BSA CHUSETTS101776 DS i/f+ - I I \� .. -1 f r.e 07e)ma rase NOTE:LANDIIJGT08E 33 ' I / RAISED FLUSH J�C" ' ..t t I f I T-9t/'Z" 7.0.5TAIR N INf>>, } 1g 6'CDL_C�_RLINE'T 1 RLINE 1_ _ —�1 /// } 1 1 Al FtFVI � 1 UNEOFGUARD RAIL1• riLINEDI CR041MSHINGLE FLARE BELOW `—MOULDING BELOWNATES 91/2' 4STA.IR5 LEADING DOWN P.15E T FRONT DECY. NOTE:REMOVE EXISTING FROM ELEV.T- 1/ TO.6 113/16. I I 5TONE FIREPLACE STRUCrUR r + I FF F�} }t' ! REMOVE EM511NG STONE 4; +1 }{ I ..}.- I a t t j { f a I I 1 t FIREPLACE 5TP-UCIURE ! t { I 1 { I T 11 1 I '•.1 CONSrAuc lO ' I , Existrnc Deck( #i {{' }t <. HEIGHT OF DELI:10�i '1 1' � YTO 15TING DOCK � � � �., f ' "91/2" ;1 !1: }i 4 t I ' :.,L TO EA5TING DECK f: 1 # NORTH , PLAN t I 1 1 6 11-3/16'I I I r 1= ' t { j m Catalano Architects Inc. I\ ® EXISTING WALLS - NEW WALLS t-A NEW WINDOW - CAJ Residence '+ 1 SOFFIT/BEAM OVERHEAD NEW EXTERIOR DOOR - 123 Sea PUlt Road - Oyster Harbors,MA 02655 1 _PrP osed Floor Plan Proposed Roof Plan oposed LE:1/4" _ ,_D a ,• 4g 2 B� L : -D' o Proposed Plans SCALE: 1/4" = V-0" DATE: 3/18/15 Catalano Architects Inc. 115 Broad Street a1C��w Botelep oMass e 617 338-744710 facsimile 617-338-6539 BMW A f i.® ZONE. „ PERC TEST: 13,999 s PERFORMED BY:CHARLES ROWLAND-.SULLIVAN ENGINEERING RF-1 SOIL EVALUATOR NO.13,596 n a a APRIL 25,2013 Area (min.) 87,120SF (RPOD) . WITNESSED BY:DONNA MIORANDI,RS-TOWN OF BARNSTABLE �yy •a r"4, a Frontage (min) 20 TEST HOLE-1 EL.t6.a TEST HOLE-2 EL.16s TEST HOLE-3 EL.16s TEST HOLE-4 EL.t6.a Width (min) 125' t8jr" � �g ' _.. .. _... .. ... ... ._. ............... S s � z s.; . Setbacks: s Front 30' 5 ..- ... ... .. 16.4 6 16.3 4 16.5 5 16.4 "A/E-LAYER I0YR211. :.A/E LAYER IOYR?ll..: ..A/ELAYER.10YR211 A/ELAYER IOYR2/1 1 ' ... .. .BLACK:.: ..:.: .:BLACK ... BLACK'.'.' .BLACK: 5 , �„etec a v le .LOAMY SAND. 15.5 18 .. : .:. . LOAMY SAND'.:.:: 15.3 16" LOAMY SAND 15.5 1 LOAMY SAND 15.3 Rear 15 d+ � r ...:..:..::BBR..OL.W..N..EI.SIT...Y0.YE.LRL.O`. 7... BLAYER40YR'6/8.. :BLAYER10YR-6/8. . .y': .. .. W. a BROW $H.YELLOW BROWISITYO. .L - .»Fr 36 ...:40r),_MY.SAN0 13.8 34 LOAMY SAND 14.0 38" .. .....LOAMY$AND 13.6 36' .'..::: LOAMY$ANA.....' 13.8 C LAYER IOYR 7/4 C LAYER IOYR 7/4 C LAYER IOYR 7/4 C LAYER IOYR 7/4 FLOOD ZONE: VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN - VERY PALE BROWN - D MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND Zones C & A 1 3(EL 1 1) PERC TEST 13.8 40 PERC TEST 13.5 25 GALLONS GONE IN 6 MIN. 25 GALLONS GONE IN 6 MIN. -^" Community Panel No. 131- PERC RATE<2 MINIIN(LTAR=0.74) 5.8 132" 5.8 131-1 PERC RATE<2 MINAN(LTAR=0.74) 5.8 132" 5.8 rY, ENCOUNTERED ENCOUNTERED CB/DH #250001 0018 D r / Fnd July 2, 1992 x. SITE PASSED OVERLAY DISTRICT: CB Q ' AP - Aquifer Protection District f LOCATION MAP: 5 i J Scale: 1" = 2000't �- - ASSESSORS REF.: CB/DH Fnd \Jo'Le) r / �Pos & Rail z 1,' CB/DH Map 070, Parcel 011 Fnd DIRECTIONS: r •k\,7 e + From Hyannis - Take Route 28 towards Osterville; Xe� Ea Take a left onto Osterville West Barnstable Road �` + + and follow to the end. Take a left onto Main Street. ,+f R �5 Take a right onto Parker Road. Take a right onto D� ; +. West Bay Road and continue as it bears to the left v f % e DH e/DH and becomes Bride Street. Follow over the draw bridge n o o + nd -o g 9 r- 1 to Oyster Harbors Gatehouse. Continue straight, and 8 'ca P rcel 3 g O1' then towards the left onto Seapuit River Road; j' 3. c. = 14 ,87 fS / �o �- Site is on the left, #123. rooms �d l ti, + + o t. P + + j/ SEPTIC NOTES +r. 4 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). 0 Z 2.The Contractor is Required to Secure Appropriate Permits From Town / OPpS P� Nm Agencies For Construction Defined by This Plan. o + TP 3 ( PR `JE`tl 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall f_ PfILO' Qn 0� OR O- 1 Jr Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to J y ��o Assure Watertightness. In General,Water Lines Shall be Constructed in O Coordination With COMM Water,and Shall be in Accordance N�n With 248 CMR 1.00-7.00&310 CMR 15.00. + •� R0, 4.A Minimum of 9"of Cover is Required for All Components. 5.All Strictures Buried Three Feet or More or Subject O'�' 9. CB DH to Vehicular Traffic to be H-20 Loading.It is the Engineer's r 1 / Recommendation that H-20 Always be Used. r 1� ` Fnd 6.Install Watertight Risers and Covers to Within 6"of Finished Grade \ O ��• Q Over Septic Tank Inlets,Compartment Wall,and Outlets,D-Boxs, `� It and 3 Leaching Chambers Total. ,+ + o O ° �• -7 4 7.Septic System to be Installed in Accordance With 310 CMR 15.00& D 9 % 248 CMR 1,00-7.00 Latest Revision and the Town of Barnstable + + Board of Health Regulations. i EPTI C r--" p 8.All Piping to be Sch.40 PVC. ! T ' 9.Septic Tank Shall be a 3,000 Gallon,with 2 Compartments. r The First Compartment Shall Have a Volume of Not Less Than \ i ! Meter 1,980 Gallons and the Second of Not Less than 990 Gallons. The Compartments Shall be Interconnected by a Minimum 4"0 Vented Inverted U-Shaped Pipe. 10,D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum LL TPZ / Sump of 6". 11.The Separation Distance Between the Septic Tank Inlets and tr) ° t ' \ + D OX ' Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 1 TP 1 , + a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With Gas Baffles. + PRO. S A. . 1 V + 0 + y + \ �+.. v t + 10 q 4v, P OPOS 2,i \� 'I \ + 'X10 -BOX U of 2W �p o 00 f ` LU PR OSED 1 P ° ON o E�16.0 I i o / GUEST&CARRIAGE HOUSE Finish Grade ' R�OP 1 TBM EI=14.58' NGVD'29 DESIGN DATA x _ 3 Max. hl -W •.......: r to Of ma nail 9"Min I "��' Guest House Compacted Fill Filter + ° ' 3 Bedrooms Proposed @ 110 GPD Fabric j Beach House And/or 1/8"- 1/2' PROPOSE I 16.73' i Bedroom Proposed @110 GPD - Pea Stone D-BOX 1 ° Q 1 Carriage House Vj t' l N P f 1 Bedroom Proposed @ 110 GPD LEACHING oo ale wash d I PPP OPO$ l CHAMBER Stone GU $T/1+0 SE 1 Z Total Daily Flow=550 GPD a L + o F a'_ 10. EL. 2 5 With No Garbage Grinder 1- 12'- 10" o TANK SIZE . O EE 6� Guest House&Beach House CROSS SECTION OF CHAMBER -� 2 Compartment Tank Re BUFFER ZONE CALCULATIONS N "" GPD x NOT TO SCALE u ' (p 1st Compartment=440 GPD x 200% 880 Gal EXISTING PROPOSED MITIGATION REQUIRED o , 0 50' 0-50' \ rI 2nd Compartment=440 GPD x 100%=440 Gal Total Required=1,320 Gallons BUILDING=H S.F. BUILDECK/PG=0 S.F. m I 12' 0' �� PROPOSED PR pORC Use a 1500 Gal-2 Compartment Tank DECK/PORCH=225 S.F. DECK/PORCH=0 S.F. � '` '� a PARK/NG H POOL=420 S.F. POOL=148 S.F. PROP _�� i Carriage House PATIO=35 S.F. PATIO=317 S.F. i, -••........a 110 GPD x 200%=220 Gal DRIVEWAY=0 S.F. DRIVEWAY=0 S.F. 4 S� C a ?> `... WALK=200 S.F. WALK=0 S.F. TA C0 R \ - Use a 1,500 Gal Tank TOTAL=1,000 S.F. TOTAL=465 S.F.(-535 S.F.) -535 S.F.X 4=-2,140 S.F. x 0 r LEACHING AREA 50-100' 50-100' 1 550 GPD/0.74(LTAR)=744 SF Required BUILDING=3,945 S.F. BUILDING=3,331 S.F. /N' l \ \ Sidewall=2(12'-10"+421)2'=219 SF DECK!PORCH-645 S.F. DECK/PORCH=222 S.F. - Bottom Area=(12'-10"x 42')=538 SF POOL=540 S.F. POOL=1017 S.F. Provided=757 SF PATIO=735 S.F. PATIO=3,235 S.F. DRIVEWAY=90 S.F. DRIVEWAY=0 S.F. f _ SLEp �E S LEACHING CHAMBER DESIGN WALK=55 S.F. WALK=0 S.F. PRO V/D', All Pipes to be Schedule 40. Use TOTAL=6,010 S.F. TOTAL=7,805(+1,795 S.F.) +1,795 S.F.X 3=5,385 S.F. C TBM Ei=16.04' NGVD'29 I ✓ .. ..` LEANOUT top of magnaft 4-500 Gal.Leaching Chambers in a =3,245 S.F. ; r i S SEP TIC IT-10"x 42'Double Washed Stone Field as Shown \1 ; LOCATED { Guest House F.F. EL 20.50 Guest House Carriage House See Note 6 (t)p.) - - Slob El. 16.50 F.G. EL. 18.50 P .VIDE........ .... .. 4 7' F.GCarf,El.e76.50e CLEA OUT _.. . _.. . . F.G. EL. 15.00 OS \ ° Flow Equiired ........... F WELLING EL I 'a""" f As Required ' EL. PRO, \i o on � 14.75 H-20 F. P t Installer to Confirm EL Septic Tank a 5 -2 Too EL. 14.00 EXISTING / _ 21.0 Prior to Work� 2 Required EL, D-Box FENCE$ 21.86 POl?CH 2 compartment z 33 Tt I BE REPLAC j l for Guest House �. onl PR ATE REPLACED P H-zo OV7DE G AT To Be Installed On / EL 1 Chamber BANK STAIRS PROI°OSED o e ompac a ase PO } _ ` EL 20.5 OR \ Bedding"re, Inspection Port, i!Ettetwiteret!Resdwr dt itnpJdae>; _ J EL. &Baffels AA iingy table Soils Wkhbr as Per Title 5 Thff Outer PsrTmafar of irA S` aln +^+ ... t + + 1 DEVELOPED PROFILE OF +++++++ t \ 1 o pROPQ$ED I ° No Groundwater Per Test Hole 4 +++++++ � i6 - ) OZONE F,ILTRq o GUEST& CARRIAGE HOUSE SYSTEM FEMA Zone Lines i + ++++++++ _._ `. APPROVED EQ At ...... PROPOSED 5 NOT TO SCALE Per ToB.Groundwater +*, + DRYWELL' F 00 GAL. as Shown on FIRM Top Of Coastal Bank `++;� + + i ��, +ti. DRAWDOW OR N �' ROO�p OL Pane! # 250001 0018 D T.O.B. Definition ,• +•+ •• CONSTRUCTION � I + � f _r•,� o AND DRIVEWAY PATIO, L/M/T 3 EX/STl L OCA TE TYP. Rev July 2, 1992 t' *+ ++++4Law+++ A y WOR Lawn TO NG TREES '++++:..+.. BEY RUNOFF + +++++ +++ + BALES�`�y +$ BE REPLA + ;+ OND 50 BUFFER) 2 / +++ + + / S/LLLNCII�Il, RO•...E, 0 1a%$ ACED *++ CT F + + + OS + RE-OIf?E ER MAIN HOUSE ++ + *+++++ +� + + /GA"ION. 3 245 ++4. t '� EJECTOR LINE DESIGN DATA - +r + _ +*++ ,*+* ++ .+. + + + + + + + CAPE PLA S F. `• �i+..: PRO +" �+ +_., + * , o T VIDE Main House THERS) + + ' L2 HRUST BLOC 8 Bedrooms Proposed @ 110 GPD +++,+� �++++,*++++ I 9x6 +* +* G CB 2,. LINE TO KS ~ +._... / H! B T E Reserved \`�y �, +t_+- + + r Y SP 17 5) 1 Bedroom @ 110 GPD + ++ . i f112 _ _.'0 : -y�.D . + �Y� i f JU$T pVMp H ATO TANK Total Daily Flow=990 GPD Legen,•,1: -?- „��:_ �A i �C -_. ~-- '� FLOAT With No Garbage Grinder („1 1 �� TEST _ CCabana ,. . j tl �7Z77M A (-rR \ FLOW W�L BE TANK SIZE PERFORAMFD 2 Compartment Tank Required - 04f>t?RITH� 1st Compartment=990 GPD x 200%=1,980 Gal QD Drain Manhole \ `. Wood `�- Q 2nd Compartment=990 GPD x 100%=990 Gal QS Sewer Manhole - / Deck Barbeque - �=``-- _ ® Water Manhole �� ~ - i \ _ 7O y M Total Required=2,970 Gallons O \ S }y~ ~~ ~~ Use a 3,000 Gal-2 Compartment Tank Misc Manhole _ 6- �"`H� LEACHING AREA ® Catch Basin .� goat r' + - 990 GPD/0.74 LTAR -1,338 SF Required 8la° 1 + J� Sidewall=2(12'-10"+80'-6")2'=373 SF 41 Hydrant �\ \\ `. + -'�~ Bottom Area=(12'-10"x 80'-6")=1,032 SF CB/DH �\ ''` \:. `' �.. __(f r _ _ _ T _ Provided=1,405 SF LhAZ'HINCi 1IA Utility Pole \ \ \ / �-_ ___ r Guy r L MI3 ->T Sign .......... All Pipes to be Schedule 40: Used P 9-500 Gal.Leaching Chambers in a Light Post \� \� \'\ \. / - - :. . ` �' 12'-10"x 80'-6"Double Washed Stone Field as Shown © Water Gate (round) Hose Bib LPc Liquid Propane Gas `� (yp) �° q P / See Note G Gas Gate (round) `� _. __ _ / \ /� F.G. EL. 18.00 Test.Pit �' �� r Flow Equiired / �, � _ r As Required OHW- Overhead Wires \ \`\ _- -- - ---- -- EL 17.85 EL 3000 Gallon Installer to Confirm H-20 5 -25- - Elevation Contour �� - -- _-. - _:__•_ -- - H p raa EL. 15.00 In e Prior to Work 2 Comportment EL H-20 -•. _ _- Mean High Writer Septic Tank D-Box 3 ••.•. 5 Underground Utility Line ` - 3olfmorsh Edge- , EL: H-20 -- EI=1.8 (NGVD '29) Leachtng - To Be Installed On f Chamber a a ompac a ase 0 o Cedar Tree Bedding,"rs, :1. - Inspection Port, tf"naaunkered Remove dr°{2eplees:; &Baffels AN:tMsw4rb(e:SoOs WJthM 5 0!';:: ry as Per Title 5 Thai:qutar Pert(rteter of 1!is Sysie v; o fisting"Pier DEVELOPED PROFILE OF No G5.8 roundwater Holly Tree is 5069 Per Test Hole 4 TH OF # 5685 MAIN HOUSE SYSTEM S S EL. 2 Jo Oy - Appox. Groundwater ., NOT TO SCALE Per T.O.B. Maps • Deciduous Tree A co `+ IVIL i 48168 v' F FG/STEREO � ............................................ + Coniferous Tree ALE 6\��F . Seapuit T;dai Update Utilities 4125114 River Mean Low Water (Per SE3-2001) Raise House 6 31117,114 Relocate Drywells Per Con Com 1/8/14 REVISION: Update Pool and Patio Layout 11 14 13 TITLE SItP, Plan PREPARED BY. PREPARED FOR: NOTES: CapeSury 1.) This topographic information shown was obtained Pro osed Im roVements Sullivan En ineerin Inc. by on the ground by conventional survey methods on " �' v~JLL (or between 09 MAY 13 and 06 JUN 13. z PO Box 659 7 Parker Road 1 cu At Osterville, MA 02655 Osterville MA 02655 (b 2.) The property line information shown hereon was 123 Seapuit RIVer Road (508)428-3344 (508)428-9617 fax (508) 42o-3ss4 (sob) 42o erns. fox compiled from available record information. capesurvpcapecod.net BARNSTABLE (Oyster Harbors) MASS 3.) The elevations are based on NGVD '29, fixed o Draft: JOD Field: RRL/WHK/JVBJ 30 mean sea level datum. A 0 15 30 60 120 (v DATE: SCALE. Review: PS Comp.: RRL Oct. 7, 201.3 1 "=30' Project: 33013 Project:, C405_11 PERC TEST: 13,999 ZONE: PERFORMED BY:CHARLES ROWLAND-SULLIVAN ENGINEERING RF-1 m• SOIL EVALUATOR NO.13,586 " / � ,4Y's ' ✓w �" • �+ WITNESSED BY:DONNA MIORANDI,RS-TOWN OF BARNSTABLE Area (min.) 87,120SF (RPOD) ~ APRIL 25,2013 Frontage (min) 20 TEST HOLE-1 EL.16.8 TEST HOLE-2 EL.16.8 TEST HOLE-3 EL.I6.I TEST HOLE-4 EL. Width min 125' .. .... _ .. O .. .. .. .. ..:. .. - .. Setbacks: r � ? 0 G Front 3 . ... 16 4 6" .:.: 16.3 4 ..:.16.5 5 .. 16.4 r �,l LAYER.IOYR2/1 ..:...: AlE LAYER.IOYR2f1..: .:.' :.-.-. A/ELAYER 10YR2/1 Side 15 v ; .... ....... ........ .... ..... ...... ..... .. .... .':......BLACK ..... .. BLACK':::. .. .:BLACK BLACK t" ., ^� _ 1 .. ...... ... ... .. .. ... ... .... . .. ... .. ........ D Rear 5' 1 LOAMY SAND :.'.'...:I5.5 l8" _. LOAMY.SAND .. .. .. LOAMY SAND .:15.3 ' " .... �' ..LOAMY SAND :::.�15.3 l6 ..�...' ... .. 15.5 I ..::.::B.LAYERI0YR 6/8. .': .....B.LAYER lOYR NB ...:. .. :BLAYER IOYR 618. - BLAMER 10YR 6/8 . ... .. ... ... W .. .. .. G BROWNISH YELLO BROWNISH YELLOW BItO)YNI$H YELLOW BROWNISH YELLOW 4 - ... .�� ♦ ' Q°-.; &sin � w K.. D 'L{3AMY.$ANI)...'.'.'.'.'.'.'.'.'.'.13.6 36" '..'.'.'..L9AMY.SANA ..13.8 36" LOAMY.SANO '''.'...... 13.8 34" LOAMY SAND, t4.o 31 FLOOD ZONE. C LAYER I OYR 7/4 C LAYER IOYR 7/4 C LAYER IOYR 7/4 C LAYER IOYR 7/4 t y VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND Zones C & A 13(EL 11) 3 PERC TEST 13.8 40 PERC TEST I3.5 Community Panel No. 25 GALLONS GONE IN 6 MIN. 25 GALLONS GONE IN 6 MIN. - j` y.� •� "I �,a '> a -,-" . I32" PERC RATE<2 MIN/IN(LTAR=0.74) 5.8 132" 5.8 132" PERC RATE<2 MINAN(LTAR=0.74) 5.8 132" 5.8 / #250001 0018 D N r:' / N SITE PASSED / Fnd DH July 2, 1992 OVERLAY DISTRICT: CB / t/ AP - Aquifer Protection District '� ° \ n ®R 1a 5 �g / / O �� WJ LOCATION MAP: ® Scale: 1" = 2000'f / ASSESSORS REF.: / Map 070, Parcel 011 Fnd P��'1ptie) & Rail , .Z'\ w CB/DH _ $8 l� ` , Fnd -5g' _ ° ; �� DIRECTIONS: 5 9 + + ! 0 From Hyannis - Take Route 28 towards Osterville; ` `9�, Take a left onto Osterville West Barnstable Road + + and follow to the end. Take a left onto Main Street. + Ft 1 Take a right onto Parker Road. Take a right onto Y West Bay Road and continue as it bears to the left -+ V B DH O o + nd B/DH} and becomes Bridge Street. Follow over the draw- bridge n o / to . Oyster Harbors Gatehouse. Continue straight, and -50&,88 6_ :r P reel then towards the left onto Seapuit River Road; 01 3. c. = 14 ,87 fS C% Site is on the left, #123. / o rooms we + + SEPTIC NOTES +� 4 / 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town SEO N Agencies For Construction Defined by This Plan. o ? +S TP 3 P / ROPO 0 - � 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall ,3 OR�J� �+ 15 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Q. J r yy�p Assure Watertightness. In General;Water Lines Shall be Constructed in �133 Coordination With COMM Water,and Shall be in Accordance xf <Q�y�N� lL With 248 CMR 1.00-7.00&310 CMR 15.00. a 4.A Minimum of 9"of Cover is Required for All Components. + 0. � o R 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's 9• CB/DH Recommendation that H-20 Always be Used. Fnd 6.Install Watertight Risers and Covets to Within 6"of Finished Grade Over Septic Tank Inlets,Compartment Wall,and Outlets,D-Boxs, and 3 Leaching Chambers Total. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& + { o O o \ % ( 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable D f + (-A ; Board of Health Regulations. ^ 8.All Piping to be Sch.40 PVC. / EPTIC r O p g ' 9.Septic Tank Shall be a 3,000 Gallon,with 2 Compartments. The First Compartment Shall Have a Volume ofNot Less Than 1,980 Gallons and the Second of Not Less than 990 Gallons. Meter The Compartments Shall be Interconnected by a Minimum 4"0 / I Vented Inverted U-Shaped Pipe. 1 10.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ( TP 2 1 Sump of 6". y �. P SE 11.The Separation Distance Between the Septic Tank Inlets and than 1 o \ D OX o Outlets Shall be No Less an the Liquid Depth.Inlet Tees Shall Extend } + a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 't TP I Below the Flow Line,and Shall be Equipped With Gas Battles. 09, ' + PRO. S A. . O U O V t O f + + i C C cis Z�t�o + 3 q ° .. ... 2L + OPOS Ad � U N4 OX ` C m r ........ ,+ o W� LL t Cz � a o(n° ,a,} 1 QN PR OSED \M '` PAR I 76.0 r 1 GUEST&CARRIAGE HOUSE l Finish Grade } ROP i TBM E1=14.58' NGVD'29 DESIGN DATA 3 may. , Guest House Min P top of magnail U 9 Compacted Fill Filter + o ' 3 Bedrooms Proposed @ 110 GPD Fabric And/Or PROP ED r Beach House 1/8"- 1/2' 1 Bedroom Proposed @110 GPD Pea Stone D-80 ' \ 16.73' Carriage House 3 3/4"- 1 1/2" Q • /N. f 1 Bedroom Proposed @ 110 GPD stone OPOS CHAMBER Double Washed \ i \ GU ST HO SE1 I = Total Daily Flow=550 GPD 4'- 10" 'l:' `. \ F EL. 2 5 With No Garbage Grinder r 12' - ID" -I TANK slzE CROSS SECTION OF CHAMBER EEKE Guest House&Beach House 41 2 Compartment Tank Required NOT TO SCALE BUFFER ZONE CALCULATIONS o i 1 \ Ist 2nd Compartment =440 GPD x 200/°° 880 Gal - EXISTING PROPOSED MITIGATION REQUIRED \ tmen - er t=440 GPD x]00%=440 Gal 0 50' 0 5B 2 " PR Us Total 1500 Gal-2 Compartment Tank llons BUILDING=120 S.F. BUILDING=0 S.F. � \" OPDSED PR p DECK/PORCH=225 S.F. DECK/PORCH=0 S.F. I a PARKING 90> PORCH \ POOL=420 S.F. POOL=148 S.F. qy p p. 1 Carriage House PATIO=35 S.F. PATIO=317 S.F. - PROP -........• 110 GPD x 200%=220 Gal DRIVEWAY=0 S.F. DRIVEWAY=OS.F. a° SFePTC � 1 - _.- WALK=200 S.F. WALK=0 S.F. i TAN co.R y \� Use a 1,500 Gal Tank TOTAL=1,000 S.F. TOTAL=465 S.F.(-535 S.F.) -535 S.F.X 4=-2,140 S.F. LEACHING AREA O' - 550 GPD/0.74 LTAR =744 SF Required 50-100' 50-109 IN. \ Sidewall=2(12'(10"+4 w2')2'=219 SF BUILDING=3,945 S.F. BUILDING=3,331 S.F. Bottom\. e _ 10 DECK/PORCH=645 S.F. DECK/PORCH=222 S.F. d-?g Provide757( 538 SF SF "x 42')= POOL=540 S.F. POOL=1017 S.F. \ PATIO=735 S.F. PATIO= S.F. / SLE VE LEACHING CHAMBER DESIGN DRIVEWAY=90 S.F. DRIVEWAY AY==0 S.F. RE S P All Pipes to be Schedule 40. Use WALK=55 S.F. WALK=0 S.F. s� ^� - U/R D ROV/D�> TBM EI=16.04' NGVD'29 4-500 Gal.Leaching Chambers in a TOTAL=6,010 S.F. TOTAL=7,805(+1,795 S.F.) +1,795 S.F.X 3=5,385 S.F. ^�� i ~~ CLEANOUT top of magnail =3,245 S.F. .� " r L G SEPTIC \ 12'-10"x 42'Double Washed Stone Field as Shown. t S TEMS LOCATE In Guest House D F.F. EL. 20.50 Guest House See Note 6 (typ.) Carriage House O 1 x F.G. EL, 50 Triage Slab El. 16 50 C use P 4 7 F.G. E. 16.50 F.G. EL. 15.00 VIDE CLEA OUT Flow qw¢ers f' As Required ' n '-a.. ...' PROPOSED n DWELLING EL - / i % FF, EL. firm -Box PRO.. t Ins 1ler Septic Tank 2 EXISTING FENC ......................_.. PORCH i� Prior to work EL. Installer to Confirm 14 5 Too EL. 14.00 2 Required D Box 2 Compartment 2 1 33 ' ES 21 86' for Guest House H-20 TO BE REPLACED OnIv EL. 1 To Be Installed On f Chamber PRO /DE GA TE A T \ _ -3'a e ompoc a dose F1 ?In BANK STAIRS `PROPOSED PORCH Bedding,"T"s, �. lV Inspection Port, EL. 20.5 )f Encewnfrrxd)lemays do tteplape:: `_ &Baffels AH Unsutable.Sons SVYhtn 8 al v EL. 20.5 as Per Title 5 the Outer Per/meter Af The System: vi J / h ++ + x3 ' o DEVELOPED PROFILE OF Groundwater +++++*+ ..� �., �. , PROP 1 0 - Per GT Test Holee4 ++,* + + tvl , �'i �? r...l OZONE F�RPOO o GUEST& CARRIAGE HOUSE SYSTEM EL. 2 J + *++*+ O '�1 I APP A nl APPox. Groundwater + + * NOT TO SCALE Per TO.B. Maps i +\++++ + + - ROVED EQUAL .. ....... PROPOSED 500 GAL FEMA Zone Lines + + +� + DRYWELL FOR POOL as Shown on FIRM Top Of Coastal Bank * a + +*,*+ w +- o ANDAWDO� & RooF Panel # 250001 0018 D T.O.B. Definition +"+'++: „ CONSTRUCTjON wORk L/M/T% Lawn + 3 ++++*+ t LOC�R/SWAY RUNOFFPAT/0, EXIST/NG TREES ++,+ TE BEYOND So' �TYP.) Rev July 2, 1992 ++ +*++++a+'*+* '4Y -IL +� _r TO BE REPLACED + + BUFFER ��HOUSE +* +`+' / S/L T FL�NC/NGl R� .... ° �8*8 + ++ RE 2 +++++++++*++++++ +� _ OSE IGATIo +++*+*' 4 EOECTOR L/N DESIGN DATA = - -+ ++ + + + ++++ + _ APE PLAN 3 245 S.F, '' + PRO VIDE E Main House +`+r *+++++ +'- +` + + + *+ + + THERS J ; THRUST BLOC 8 Bedrooms Proposed @ 110 GPD " Zr9� '- + + + ++ +*+++: '+++*,+++++ + ) 1 9x6 +*!*_"+++ GFCB to 2 LINE TO 4" LI y- z:: * '-+ +*++ + + 1+ ++ *** !/ �d HIGH po/ (EL. NE Reserved - +` +-+ 17,5 1 Bedroom @ 110 GPD OP ��. -15 Y S BUST P 12 P/TCH ATO TANK Total Daily Flow=990 GPD \ _-r __ _ ---�� C'1M 4 _ UMP FLOA Tc With No Garbage Grinder �aae' - y �._ �-V_~ '� = QED Legend: '\ - \ ��13(el 11) Beach " __= z. _�-U-TOR -...\ -FLOW TEST WILL TANK SIZE TA_PRUN/ - __ PERFORM BE j�•�oRDA ED 2 Compartment Tank Required \ ` NCE Wl�1I` - � ° �' U° 0 R 1st Compartment=990 GPD x 200/o=1,980 Gal Q Drain Manhole _ OVAL`" Wood - - 2nd Compartment=990 GPD x 100%=990 Gal (S Sewer Manhole \ , Deck Borbeque~ \", `` yO` Total Required=2,970 Gallons ® Water Manhole ^' \ yy l - Use a 3,000 Gal-2 Compartment Tank O \ �K LEACHING AREA Misc Manhole S \`- Catch Basin \`�\^�\ \ \ \\` `\ 9ooCd4o 6`. + ~� 990 GPD/0.74(LTAR)=1,338 SF Required ® \ \ \\` �a0d + ��j'' Sidewall=2(12'-10"+80'-6")2'=373 SF Hydrant \\ ` -'- ' + Bottom Area=(IT-10"x 80'-6")=1,032 SF \ ` \ f /' / ....._ _...... ...._._ __ Provided=1,405 SF El CS/DH �� `'.� ` _ + + / r__ `_k �__..____ _ _� __ _._ --_--___ __ LEACHING CHAMBER DESIGN- 4 _ Guy _ _ __ �N_ ` _ _. . _ _, _ -_ ...... -0 Utility Pole All Pipes to be Schedule 40. Use `� \ 9-500 Gal.Leaching Chambers in a -v- Sign �. \`\ \ \ / -' f / IT-10"x 80'-6"Double Washed Stone Field as Shown. Light Post , WO Water Gate (round) o- Hose Bib LPGO Liquid Propane Gas \��\ \'~' / _ see Notes (ryp.) . i F.G. EL. 19.51 F.G. EL. 18.00 © Gas Gate (round) ..._ ---1 '� / - - Flow Equilizers - -- r/ r As Required Test Pit � ,r / - '-- -- -- / EL. 17.85 EL 3000 Gallon OHW- Overhead Wires \.\, - (North Inverts) H-20 1 5 Too EL. 15.00 - i ' ' CompartmentEL _.... 2 H 20 - -25- - Elevation Contour \ -_- ' �__.__.__._-•--'--'-- Mean High Water EL' 1700 Septic Tank D-Box 1433 H 20 g (West Inverts) S Underground Utility Line `�. - 3altmarsn Edge ( ) Installer to Confirm E - .......... ........ EI-1.8 NGVD 29 L. 14 Leaching Prior to Work To Be Installed On Chamber -3 a e ompoc e 0 Bedding,"T"s, 0 Cedar Tree Inspection Port, 1f pnecOntered Remove&tteplace &Baffels A1!tlnsu table 5ovs 4Vth,n::8 al N as Per Title 5 The Qutw Par meter o►Tha:Syst0m d 0 •a z tOv{' G Existing Pier DEVELOPED PROFILE OF No Groundwater Holly Tree See Lic#5069 MAIN HOUSE SYSTEM E toy Per Test Hole 4 Doc#105685 L. 2 NOT TO SCALE Per T Groundwater Per T.0.8. Maps 0 Deciduous e yti a ... + Coniferous Tree �t Adjust SAS 51f 9110114 �L Tidal River Update Utilities 4125114 Mean low Water (Per sE3-2001) Raise House 6" 3117114 Relocate Drywells Per Con Com 1 118114 REVISION: Update Pool and Patio Layout 11111411 TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: 1.) This topographic information shown was obtained Proposed Improvements Sullivan Engineering, Inc. CapeSury CAJLLC by on the ground by conventional survey methods on p p g g� (or between) 09/MAY113 and 06/JUN/13. PO Box 659 7 Parker Road co At Osterville, MA 02655 Osterville MA 02655 2.) The property line information shown hereon was 123 Seapuit River Road (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax compiled from available record information. n �+ copesurv@copecod.net , 3 MALTS 3.) The elevations are based on NGVD '29, a fixed o BARNSTABLE (Oyster Harbors) BJ mean sea level datum. Draft: JOD Field: RRL WHKJV I 30 0 15 30 60 120 DATE: SCALE Review: PS Comp.: RRL Oct. 7, 2013 1 ��=30 Project: 33013 C405_11 Pro ect: Guest Cottage FFE:20.5 -� ®❑L ° 0 .: o 0 sport Court r a House Car i ge N e FfE:16.0 O 17 oc, _ Lj Main o � ° o APPROX PRO D ® IRRIGATION IWtEL LOCATION - COORDINATE WITW G.C. .AND CIVIL ENGINEER FOR SETBACKS FROM EX. U_ E. AND SEPTIC SYSt 'i5" 7uxnk� ° _ 1111 will 00 Y ^�1 Well location Plan esidence t3a 3 Send r BOB oyster Narbors, Massaclusens 0 30 60 90 feet Hawk Des gn, Inc. date: 2/27/15 Land Planning - Landscape Archltei sale: 1"=30' Gt Sagoore, MA dwg by: BNL . .SCALE: 1 30' 508-833-8800 chN by: " =