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HomeMy WebLinkAbout0053 BRIDGE STREET - Health 53 BRIDGE sr 66T OSTERVII:LE _. A = 116 118 UPC 12134 '�$ No.2� ,153LGN PoST.CONSJ HASTMO6, MN oN bl A(6 i's I Jr10 p� J is s '3 !3„eye Si�� r, Cgs +- I Town ®f Barnstable I RECEIPT '`�MAA'ssB' $ 200 Main Street, Hyannis MA 02601 508-862-4038 03 __ Application for Building Permit Application No: TB-19-2120 / Date Recieved: 6/27/2019 Job Location: 53 BRIDGE STREET, OSTERVILLE Permit For: ;Building'-Detached Accessory Structure—Residential Contractor's Name: NASON H SWAIN State Lic. No: CS-097642 Address: TEATICKET, MA 02536 Applicant Phone: (508) 776-8830 (Home)Owner's Name: BURKE,EDMUND J& MARY E Phone: (303)902-9579 n (Home)Owner's Address: 5284•E MINERAL LANE , CENTENNIAL,CO 80122-4016 Work Description:,, Build a 3 car garage with a personal office/game room above- - t . Total Value Of:Work To Be Performed: $215,000.00 Structure Size:: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage.; hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Nason swain 6/27/2019 (508)776-8830 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $215,000.00 ' Date Paid Amount Paid Check#or CC# Pay Type I Total Permit F.ee: $1,196.50 6/27/2019 $1,096.50 XXXX-XXXX-XXXX- Credit Card 1271 _ Total Permit Fee Paid: $1,196.50 F.,_ 6/27/ 0019­_ $ 0-0.00 XXXX-XXXX-XXm?IX- Credit Card III 1271 THIS IS NOT A PERMIT L Hs -LAFii)---C -UUR I TZrGTST Y DEL,D RESTRICTION Edmund J."and Mary E. Burke, of 8284 E. Mineral Lane, Centennial, Colorado, owner of 53 Bridge Street, Barnstable (Osterville),by deed (Certificate 195902) recorded in the Barnstable Registry of Deeds Land Court as document number 1,180,296 agree that the existing septic system was designed for (5)five bedrooms and until such time as a new system is designed, permitted and ' installed in accordance with Title 5 and/or the Barnstable Board of Health regulations,no more than (5) five rooms shall be used as bedrooms on the premises of 53 Bridge Street, Osterville, shown as Lot 2 on Land Court plan 8375-B. Edmund J Burke _ _ ��� Mary E. Burke COMMONWEALTH OF MASSACHUSETTS Barnstable County On this 17th day f��1uly, 2019,before me,the undersigned notary public, personally appeared Edmund J. antary E. Burke known to me to be the person whose names are signed on this document and acknowledged to me that they signed it voluntarily for its stated purpose.. 40 'Public My commission expires: II :a LEAH O'DEA s Notary Public Massachusetts f My commission Expires May 10,2024 l f Miorandi, Donna From: Miorandi, Donna Sent: Monday, July 1, 2019 9:19 AM To: nhswain@aol.com' Cc: Lauzon, Jeffrey Subject: ViewPermit, Permit No:TB-19-2120 Good Morning: I am the health inspector assigned to your building permit for 53 Bridge St., Osterville. The septic system is only good for 5 bedrooms per the 2000 septic permit. Assessor's state it is a six bedroom house and a one bedroom cottage. What is labeled a shed appear to not be a shed per the house pictures online. Will there be plumbing in the new proposed garage with office, etc. above? At this time we are requiring floor plans for all buildings on the property. I am copying your building inspector on this email. Any questions please feel free to contact me via email or phone. Thank you.; Donna Miorandi 1 '\ COMMONWEALTH OF MASSACNUSETTC ik �/'. n . .. a.. EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION r , TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property.Address: 53 Bridge Street Osterville MA"02655 Owner's Name: Abigail O'Brien �J Owner's Address: Date of Inspection: Sevteinber 12; 2011 Name of Inspector: (Please Print) Janres M. Ford Company Name: Janes M Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400CZY "a CERTIFICATION STATEMENT , Y 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 maintenarice'of on site sewage disposal systems., I ant a DAP - approved system inspector pursuant to Section 15.340 of Title 5 (31.0 CMR 15.000). The system: ✓ Passes Conditionally Passes v r� Beds"Further Evaluation bythe Local Approving Authority . F ils Inspector's Signature: Date: _ September 26 2011 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 completing this inspection. If the system is a shared system,or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the.report to the appropriate regional office of the ` DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform"in.the future.under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of l 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A i CERTIFICATION (continued) Property Address: 53 Bridee Street l Osteiville.MA Owner: Abigail O'Brien Date of Inspection: September 12, 2011 Inspection Sttnimary: Check A,B,C,D'or E/ALWAYS complete all of Section D i 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.31.0 CMR 15:304 exist. Any failure criteria not evaluated are indicated below. Comments:: ? B. System Conditionally Passes: r I 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. 4 Answer yes,no or not determined(YN,ND)in the for the following statements.. If"not detenmined",please explain. f 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 i -indicating that the tank is less than 20 years old is available. 1 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 I 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: I t 2 I Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued). Property Address: 53 Bridge Street Oster v ille.MA Owner: Abigail O'Brien Date of Inspection: Swtember 12,`2011 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 riot 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. e .3. Other:. 3 Page 4 of 11 OFFICIAL INSPECTION FORM-.NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 53 Bridge Street Osterville.MA Owner: Abigail O'Brien Date of Inspection: Sepl6nber 12, 2011 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 p.onding 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 is less than 6"below invert or available volume is less than%z day flow ✓r 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 l 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. 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 the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 53 Bridtze Street Osterville,MA Owner: Abigail O'Brien Date of Inspection: September 12, 2011 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.riormal 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 backup ✓ 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 Cis at issue approximation of distance. is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of I 1 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION. Property Address: _ 53 Bridge Street Oster ville,MA 'Owner: Abigail O'Brien Date of Inspection: Sevtenzber 12, 2011 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n1a Number of bedrooms(actual): 5. DESIGN flow based on 310 CMR 15.203'(for example: 110 god x#of bedrooms): 550 Number of current residents: 1 Does residence have a garbage grinder(yes or no): Yes 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(god)): Unavailable: Sump Pump(yes or no): No Last date of occupancy:, Currently COMMERCIAL/INDUSTRIAL Type of.establishnient: Design flow(based on 310 CMR 15.203): god 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/user OTHER(describe): . GENERAL INFORMATION Pumping Records Source of information: Pumped in Jub;-per owner Was system pumped as part of the inspection(.yes or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy . Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation 121612000 per as-built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of I l OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued). Property Address: 53 Bridge Sb-eet Osterville,MA Owner: Abigail O'Brien Date of Inspection: September 12, 2011 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,Zevidence of leakage,etc.): SEPTIC TANK: 1(2) (locate on site plan) Depth below grade: 10" Material of"construction: J 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: " 1500 gal. Sludge depth: 1 .Distance from top of sludge to bottom of outlet tee or.baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum.to bottom of outlet tee or baffle: 10 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.): Cement tees weiv present. The liquid level was even with the outlet invert There did not appear to be ani)signs"oflealcage The inlet covers were S"below. GREASE TRAP: None (locate on site plan) Depth below grade`. N Material of construction: concrete '_metal fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle"condition,structural integrity,liquid levels as related to outlet invert,evidence"of leakage;;etc.): 7 I i Page 8 of 11 OFFICIAL INSPECTION FORM : NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) .Property Address: 53 BridPe Street Osterville.MA ? Owner: Abigail O'Brien Date of Inspection: September 12, 2017 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 Alann 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: ✓ (if present must be opened) (locate_onsite plan) Depth of liquid level above outlet invert: Even 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.): The D-Bar was normal PUMP CHAMBER:,, ✓ (locate on site plan) Pumps in working order(yes or no): Yes Alarms in working order(yes or no) . Yes - Comments(note condition of pump chamber,condition of pumps and appurtenances,,etc.): Pump was.working � 8 • Page 9 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART C SYSTEM INFORMATION (continued) -Property Address: 53 Br-idze Sheet Osteryille,MA Owner: Abigail O'Brien Date of Inspection: Seytentber.12 2011 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: 30'x35'per as-built card 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.): 77te field was diy -There did not avyear to be any signs of failure A camera ivas used for the iispection The field is iit a r wised bed area 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:. 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 Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 53&idze Street Oster-ville MA Owner: Abigail O'Brien Date of Inspection: _ September 12 2011 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 0 a3 d U ' ,. 80 wrAll Frl� 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 53 Bridge Street Osterville,MA Owner: Abigail O'Brien Date of Inspection: . September 12, 2011 SITE EXAM - Slope Surface water Check cellar Shallow wells „ Estimated depth to ground water 9+/- 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 inaps were showing approximately.9'+I to Qr ound water at this site. This report has been prepared only for the septic system and coniponews 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 firrtctiort properly in the fixture. There have been no warranties or guarantees, either expressed, written at-implied, relating to theseptic systent, the inspection, this report and/or any comportews of the septic system which have not . been located aitd inspected. 11 6/28/2019 AsBuilt TOWN OF BARNSTABLE LOCATION '3 3 '� r ` SEWAGE # 'yea VILLAGE $ f�YC>,1/L°i ,� ASSESSOR'S MAP 6 LOT i :A 2 INSTALLER'S NAME & PHONE No. SEPTIC TANK CAPACITY .t ;- LEACHING FACILITY-Atype) Z0— JJ- 1, el (size) NO.OF BEDROOMS PRIVATE WELL OR PUBLIC WATER�� BUILDER OR OWNERAL r DATE PERMIT ISSUED: $ GCn DATE COMPLIANCE ISSUED; VARIANCE GRANTED: Yes ✓ No 11.2 r t r� q 13ox c/ r ` issgl2/intranet/propdata/prebuilt.aspx?mappar-116118&seq=1 1/2 llp MI N Yt0 t•N NNW 14F,aLL!iN ' IIIa.�r 4 W•:ON p�6ryW�enr�W 't - !>Ml f s Y rJl Pal 1 D .•..am. ./,wfmwr r•arwrsa.wuw yrr m•r � 7y�,� a n; 5 - , mwa ,i c+t`Lm'' 00 i1�6/ c +ororn as '� att dpbrt wig i r-r �ar r dk�s4:+� CtCG�t-sS � Ye tD �o41 � _ R aL w W. -� .fir. .... 1W, ..�..�. ........ .... � Y 3�: sy i West Bay am amsxm ar` w+wwam ia2 Mt� Slt@ Plan Proposed Improvements At S�lll.{JJl`]�n � Edmund J k Mary E 8.,ke <ms. ew asn.roma ba aom. q �6 5284 E Minxd Lone s�q �.y b,a„,m,e o,♦ "J c 53 Bridge Street enrennla,COaorzz-4ors e ae�w iaMM ar. _ Bamstable! { «, Mass. Rolt; CrV ,:M', :fi{.aD M♦fM,dn M1en a Ya Ilk(75 MIF Sett v.:n: m —..._._•— MaAr.w.: trx M•n amWOry NW.�Omm Op.�.� Frbn,ary r>.2019 ,"o 20• Ro. :,•wu�sa,.. ao'+: a... Cie TOWN OF BARNSTABLE _ y LOCATION � � � ����'� � � SEWAGE # VILLAGE ' f�/� c �� ASSESSOR'S MAP & LOT -' INSTALLER'S NAME & PHONE NO. .� S%v OWE, SEPTIC TANK CAPACITY V LEACHING FACILITY:(type)10— _ 5' /i cle44_ (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATEM i BUILDER OR OWNER h l iC 1'/ A-101 e4 DATE PERMIT ISSUED: /0 / 60 0 DATE COMPLIANCE ISSUED: - P coo VARIANCE GRANTED: Yes ✓" No 1,'� U. " No. 00 t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Digooar *p5tem Con.5truction permit Application for a Permit to Construct( )Repair( )Upgrade(K,)Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. 53 " Owner's Name,Address and Tel.No. O&bTru°Ile /��°S.�il O°t3re+� Assessor's Map/Parcel 4/=zero., 4B.1e, ,Sie?bvey d»r4 G/776 v Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l zfs-9 13 I 81Z.. YN1a#n //4 62,6s5 Type of Building: ''� Dwelling No.of Bedrooms ritpe_ Lot Size�Z00t sq.ft. Garbage Grinder(/1/0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow l l o !.*d I, etasy. Calculated daily flow 5750 gallons. Plan Date /�/ve Number of sheets t�eLe Revision Date Title S T}x h ➢.�� .� Size of Septic Tank ISoo Type of S.A.S. L,enek F,-(4 30'x Z5 Description of Soil 2�Am. 121cINs C P— 517S6 Nature of Repairs or Alterations(Answer when applicable) Pv-,n •. -�,I� cx�sh•va t_c_s6c�ecilS. �s1�1, -FmY.�rs ak cjz M, L 1��°,G Taw( c4 t Scl..a:�r�►r do �crr v°a c ke, t�er—�i i�+�� � ER i GINE MUST SUPERVISE Date last inspected: IM.37Al_LtT:ON AND CERTIFY IN WRITING TFl= SYSTEM WAS INSTALLED IN STRICT Agreement: ACCORDANCE TO PLAN. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo of Health Sbn DateigyApplication Approved Date Application Disapproved orthe Permit No. Date Issued 4 .44, 5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yeql PUBLIC HEALTH DIVISION v- TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYicatton for Miopooar *p! tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade N)Abandon( ) N Complete System ❑Individual Components Location Address or Lot No. 53 �✓^ sf- Owner's Name,Address and TeL Na 0Sdtr-V- 1IeC A615Git Assessor's Map/Parcel �F f�ur,r, L o.+e, .s✓��vr� APM- G/776 vInstaller's Name,Address,and Tel.No. _ Designer's Name,Address and Tel.No. `� f3o.�,,.� N� 4 Nvlr.�vc•�.. 51t Mai sl►'rzf, osk ruiAr X1 02,6sS Type of Building: i �/ Dwelling No.of Bedrooms rive- Lot Size 891 Z O sq.ft. Garbage Grinder 04 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Ito o� bcdrrn. gay. Calculated daily flow SSO gallons. Plan Date, ^�� Number of sheets O� Revision Date Title. Sco? tc 5Yshn QP5,,.j4 Size of Septic Tank Type of S.A.S. L.cach ;F«t`Q• 3o'x25 Description of Soil +o sa i 1 l o5,s 4, rs Q-' 9.7 56 w Nature of Repairs or Alterations(Answer when applicable) P�m p e_c s6 p ool s. 3,_%6 l( scphc- 'mKiz5 uk ccw Hm5!� ca&.,Q kmu se.. Ta..(cs ds/ pur"p e"—tjer ATR '� fLiGNr� �4s �/SCh4/'jG O� c�cuc Lcq/ �lG�f 7f•►c�� Date last inspected: Agreement: " ~ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this BoarAJ of Heal Sign d r t , Date Application Approved by / A B Date Application Disapproved for the following rea Permit No. Date Issued ; Y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate•of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abando �)b f a" at A h constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nob( dated Installer 1 Designer I Al. A n r The issuance of this permit shall not construed as a guarantee that the systern will function,as esig/ed' Date r r ;-� r Or) Inspector �����Jt fl �e��..��� ---- IWIMA ------------------- _�— No. Fee ��/l�/ ((1f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS li5pooal 6pote Conotruction Permit Permission is hereby gra�It d Construct(r Re air.( )Upgrade( )r�1' I don System located at �j ;fri- / r✓' ! 3� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this trmit. Date: ��n '� ler Approved bl+ I TOWN OF BARNSTABLE f LOCATION �� A'=` c r SEWAGE #<1 VILLAGE _C�•s ���-�,r l � ASSESSOR'S MAP & � - LOT INSTALLER'S NAME & PHONE NO.' 'l'v SEPTIC TANK CAPACITY ,-lp 4 I LEACHING FACILITY:(type)-,?O-- NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER,,-------- i BUILDER OR OWNER Y >G a D loo �°� t � I DATE PERMIT ISSUED: " G RATE. COMPLIANCE.°.ISSUED. s VARIANCE''GRANTED ".Yes_ No - i F • -I-V i J v, $I D ri o 0 S/ a e. Town.of Barnstable P# Department of Health,Safety,and Environmental Services / Public Health Division Date D� 367 Main Street,Hyannis MA 02601 11 9AN4arABL6 MAR& �. rEnrte�► Date Scheduled Qwn&� Time/ Fee Pd. QL ` Soil Suitability Assessment for Se ge Disp a Performed By,_mod[ W Q_q01 Witnessed By: / j LtICATION & E�11+I�A� INFOfyIYCATIgN Location Address r3 ��� F� -� Owner's Name Alo t J A N Address 4 N Assessor's Map/Parcel: MC-1p Engineer's Name NEW CONSTRUCTION ^ REPAIR ✓ Telephone# l.{2r--,)13 I cxf (3 Land Use u,.;�,�.1 / -S� fa��?li� Slopes(%) — Surface Stones i✓� Distances from: Open Water Body /;>p R Possible Wet Area /2-C) ft Drinking Water Well tt Drainage Way ft Property Line tt Other tt SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 0 O I o6 now J . J 2,3 ' 6* 2 _ 41ee 2,Z d" QQ e.A J O CO i oo I vW •SOUTH gAY r Parent material(geologic) (o c.i 2.j ©u rub;,h Depth to Bedrock �t Depth to Groundwater: Standing Water in Hole: (T) Weeping from Pit Face Estimated Seasonal High Groundwater � •� C� b T . P 3 S A dNA H7G 'OVATE TABT� Method Used: t (.l. ..: .... Qf Q s mJ c qua. Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs hole in. Groundwater Adjustmenf ft. Index Well iY Reading Date: Indez"1�ell level Adj.factor Adj.Groundwater Level I'ERC:OCA TEST pat! :z Vine � p Observation Hole# 1 Time at 9" Depth of Perc 3 Co Time at 6" Start Pre-soak Time @ /D:i d Time(9"-6") End Pre-soak V vtc U IA- Rate MinAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) - Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant bE>!P C1BSEt"i ATlOP�1IOL11 LC�C I Ole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consis�^ ten %Gravel) k 72- DEEP OBSERVATION HOLD LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° ravel VEEPSE17ATIC�NIOI.E.LO Tole;# ....................... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°°Gravel) DEEP OBSEI�V:A`TION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. i tenc °°Gravel) Food Insurance Rate Maa• Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes ✓ r� Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification C I certify that on 4 9� _(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature fi ' Date f BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 x 1'4r 1 ON. December 26, 2000 . Board of Health Town Hall 367 Main Street Hyannis, Ma. 02601 y Re: Permit#2000-97 53 Bridge Street, Osterville Members of the Board: This letter is to notify you that the above noted septic upgrade has been completed in substantial compliance with the approved plan. The septic tanks were moved to accommodate existing plumbing but the location and elevation of the leach field is still the same. If you have any questions or comments please call the office. Very truly yours, - Baxter, Nye & Holmgren Inc. Ste eAnA Wilson. P.E. #2000-26 cc: Lew-Mac Conservation Commission; SE3-3720 Land Surveys Subdivisions Septic Design Wetland Filings Site Design BURKE ,.I f, RESIDENCE BURKE RES .. ''� - 53 BRIDGE STREET 53 v R I D G E STREET per,a OSTEeVILLE,MA OSTERVILLE, MA �#y _ GENERAL NOTES: - Aw.md�.,, n P.m,w, „m mw N.�a•.a °.,. MWEEQ Da Ella LLI r= : -' NICHOLAEFF .. ... .. - .. ARCHITECTURE+DESIGN ISSUED FOR PERMIT 891 Main Street Ostervllle,MA 02655 T JUNE 1 1 , 2019 I oE42G 52 F 508 420 y ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST URAANNGtlST - BURKE BaLs•w bo m•. N elwi _ _ OWNER 11.0 1n'LESRFIff PLAN 1 1 COLUMN GRID RESIDENCE AMT ora.d N.ms.r D0511NG SLTE t °P - _ _ - E'- ^ NED AND MARV BETH BURKE PROPOSED SITE PLAN - E m PERIM -IN lT^J- 53 BRI DGE.STREET, . 53 BRIDGE STREET - ABBRE�nAT ON - - .. a e 1 m,n C. OSTERVILLE MA R"X 1.1: EXISTING FIRST FLOOR PLAN RAVELCOMP;FILL DETAILS OSTERVILLE,MA - - .. nwr - F�L IOOI N+.o•a .. � c ... � "' IXI.3 EXISTINGRECVh FLOOR PLAN _ . �. PROJECT NUMBER:. 1 6 on ,NOTs•m.ap., BUILDER I Roc'aE�E 1 6 NASON SWAIN �-'1 Pa7STA7GFIEVATIONS .. - e°f alY•m•m oT ww°me M����I�IIIX�ll l��l���ll. SECTION - EX2_ EXISTING ELEVATIONS . ° (509)776-8830 DRAWN BY:ON.GV,AH � FB m - - - REF. ••.. EXS 1.0 Fa7STRVG FOUNDATION PLAN . ° p° eLY • � RE� SITE/SURVEY REN a) REs AllPROPOSED FIRST FLOOR PLAN SCALE:AS NOTED ASPN - JOHN�O'DEA N . - -AEv •al.�•.�°•a. - .. 'A Al,11' PROPOSED LLOND FLOOR PIA ' WALL TYPES- SULLIVAN ENGINEERING "A 1.3 PROPOSED ROOF PLAN BSMT n•u° nee Ko•mIN•mc.. 7PARKER ROAD DATEIDUNE 11..2019 - A 2.7 PROPOSED ELEVATIONS •raw• OSTERVILLE,MA A22 PROPOSED F1El'.4TION5' (508)425-3344 Nicholaeff tluy Ro aP•mn° A23 PROPOSED BUILDAT IIGSE � r ONCREiE B�O01( {, c DOOR NUMBER STRUCTURAL ENGINEER AT'1 PRCPGSFnDntDncsFcnoNs A 4.1 DECAL LS H LARS JENSEN • Ec Architecture + Design e H I a 111 p, M �;M•�T�.n sioI- INGHOUSE;PC S-100: STRU[TLR ALNOTES cAe , I m. "m s.w .. cPr roel.: -"W la)faro ss ® WwDOW TYPE P.O BOX 182,MASHPEE MA .. - n ••Iwl /1 (508)221-2980 5-2110 FIRST AND'OUNDATION PLANS .. ... 891 Main Street �^ 'm I E ° V wino• ryP. s N pR LDE FR MING PLANS Ostervllle, MA 02655 ILS m o wmwul sys mm✓1,m0 °°a CEILING HEIGHTS_ 1O II©0 np E•rav°n° T 508 420 5298 L m WI • Ns�swoos NOTATIONS •n lnawl O,.fB H P nmone Wm0•r ❑ 1 1 .. F 508 420 2240 wROUGH VVOOD nicholaeff.com °me•r OnH DETAIL AREA TITLE•. � n Toc I n•mm TR �° a w.m• � ma••PP. ,YP NPa•I � Mmm:•ew•ae `�Bmw p pwnon �. - p ma om•rxm• EQUIPMENTUR IAl di - .. ® •r cO • m---E �N.ma.r I p mev •nww VET mva 1ea U. - _ S EMOVE NORTH ARROW Pmn No VCT wrw Pa• C =7 o d Biel .,•aN*m c ,. .'� .. a°nw••n•r TfI REMOVE mrynpa e• . Nf cel•1 .. .. .. ELE N5 nol m•mr REVISIONS _ EWT1 0 E W. _�wl ® MeoARs Eaa I M •r oR • oA INUM i i w� Location Map 1---20001 ASSESSORS REF.: Map 116, Parcel 004 FLOOD ZONE -. AE(EL120, AE(EL13, & VE(EL14) .. Based anMap# .. 25001CO757J July 16, 2014 OVERLAY DISTRICT. AP- Aquifer Protection District ZONE: ... _ RC(RPOD) .. Area(min.)87,120 SF,. Frontage(min) 20' ::. .... Width min.( ) no -- - Setbacks: - Front 20" Side-10' Rear 10' II 1 —o!a O ,2 \, W/F Garage Generotw \ w/Apartment \ Slab 7.8 Sill 8.1' 1 .•a`; ] Tank a�+ .- Stone Drive 1 � Stone Wall .. ' - ❑ Lawn. ' Existing Septic Pump Chamber - As Per Tte C.A.— Pe —it .,.�`/ Tank - .. .. ... 01 ", Sill 6.21' r - .. .\ #53 peck, Lawn. Sill 9 44 / .I ?oZtf&cp \ / —5- Stone Payv / 'H a\ Ele .6 edge Pipe 6—' St Wall / to / -- -_ ( Ramp O cr O/�'�/4. / - - �O.B"% I Lawn : Bird "O iDDO J� -CPorchd'` - -,50.0 3 Shed Salt Marsh Az o w ------------ ... :,1� Sell Marsh Salt Marsh Flogged by B.Hall On.1/9/2015 it ..Salt Marsh O' West Bay _ .. _TITLE: .. ( Site Plan PREPARED BY ..: .. PREPARED FOR: .. - ..- NOTES: 1.) The property line Information shown was � Existing Conditions Engineering Edmund J & Mory E Burke compiled from available record information. S At284 E Mineral Lane m SullivanUl�1VU11 Consulting;Inc. 20-The ton the topographic Information was obtained —I Centennial, CO 80122-4016 from an on the ground survey performed on 53 Bridge Street (SOBt.1344-P.o.Bar 659•7 N.,Road,0st"11%M/02655 :. or_between 10124114 and . seci®sulllvanengl =m wnw.vdlNaM igln.can Barnstable ( Mass. Osterville 3.)-The-datum used s NAVD 88, a fixed mean � f Draft: CTR Field: CTR/JOD/WK 20 0 10 20 40 gp sea level datum taken from d leico RIK CPS V DATE: 1'January 2 2014 SCALE.' „ Review: JOD .. Cop./Review: CTR... system provided by Applied'Coastal Engineering. 0, _ /0' m Project: 340035—Burke Project: Burke L DIRECTIONS ' . From Hyannis take Route 28 toward Osterville. Take a left onto Osterville 1`- (4• � se,ry, tdra West Barnstable Rood and follow to the - _\-N end. Take a left onto Main Street Take a right onto Porker Road. Take a right 1 *� -onto West Boy Road and continue asit ilc- I''&oy l - 4 �,•3' bears to the left and becomes Bridge Street Site is on the left, #53. a Location Map .. \ Isolated Wetivnd _ 1 2000't _ .Flogged by .. .. .. B.Hall On 3/3/2019 Locat-ABY ivPe Off Fence._. ASSESSORS REF.: Map 116, Parcel 004 S50"70 DD°E FLOOD ZONE .o :. AE(EL13)& VE(EL14) . Based on Map# 25001CO757J I�r: July 16, 2014 h .. 1 Sty .: '.: Generator .. — _ \ W/F Garage OVERLAY DISTRICT: ,l w/Apartment. _\ AP- Aquifer Protection District Slab 7.8• Sill 8.7, 105 ZONE: S50.To 00'•E. RC(RPOD) .. .. 84.4 Area(min)87•120 SF T-k U a 3 Fro toqe(min 20' b. Width (min)no �- a1 Setbacks 1 .. .. o) - Front 20" \ /1 stone Dnve \. X;. Side 10' _ _ `___ Rear 10 town X� - ''r 1' I ?r�V Ca er 'PROPOSED S. t A a2000 487rd-. .:... - II - GARAGE .: D-Box , / ``I Je'X38' ' SLAB EL. J 25 t , E tin of Ctic // I .. - .. 9 Permit 0 .. .. .. a Lown (vT Y lawn f� e .. PROPOSED _ PFEMP 1��6I�4 I POOL EQUIPMENT S II PLATFORM_EL. IJ+ i 8.2 -i' 3 Sty s' EtteCp e PE ESA Z�n6��h W/F Dwelling PROPOSED (E I` PROPOSED PROPOSED SHED Wood 0 �jJe J 14 - POOL ENCLOSURE: RINSE 6X10' Deck `/- v 2L LE FENCE STATION PROPOSED Ett Jf SELF CLOSING GA TES - SiIIdBY-- I POOL ENCLOSURE Lawn x (; FENCE W/ CHAMBER PROVIDE / v SELF CLOSING GATES LEACHING / PROPOSED'` \ Sill 9.44' l FOR POOL DRAWDOaN I PA DO' — &PA BO RUNOFF / EL.(5t t ' I \ "' .5- / . I Stone Po Lid' /. 5- r ROPOSED El-6.6'3 / Hedge \P°OL .SPA I'40' 10'N10' _ OZONE DIST _.. \ / OR AI PROVED En AL"_ 100• 6' stone wmi ++a / oo\Ba d ,g / TO BE REMOVEDI`\ 1 \ Ba a— moo. ..Lawn .. 3, o� r 3 Porch Bird .l Shed ' // I ", xsfrn S l+^•� n� 1 / Sall Marsh .1�I. \Morynsn Sol\ Salt Marsh Salt Marsh Flogged by .- B.Hall On 1/9/2015 t ... .. Salt M,veh AL M AII All .1�1. West Bay Remove Phase 2 for Garage Permit Set106113119 - REV: Add Isolated Wetland1031031191 TITLE PREPARED SY: PREPARED FOR: NOTES. Site Plan �y. Q Engineering lY 1.)'The property line information shown was ' Proposed Improvements g Edmund J & Mary E Burke compiled from available record info motion, m At Suffivancowift,In. 5284 E Minerol Lone 2)The topographic information was obtained ti (5081428J544•P.O.Box 659.711 Main Sheet,Osterville,MA 02655 Centennial, CO 80122-4016 from on on the ground survey performed on- - 53 Bridge Street sect@sutlNanmgtn. m-w .sullivmengin.oam or between 10124114 and Barnstable ( ) Mass. 3.) The datum used is NAVD '88, a fixed mean Osterville f - Draft CTR Field: CTR/JOD/WK 20 D IO 20 40 -g° sea level datum taken from a leica RTK GPS V DATE: February 13, 2019 1" 20'SCALE: Review: JOD Comp./Review: CTR system provided by Applied Coastal Engineering.- = '. Protect: 340035_Burke Project: Burke - BURKE RESIDENCE 1 - - 53 BRIDGE STREET J - : OSTERVILLE,MA - 2-TW2646 2-TW2646 2-TW2646 2-TW2646 3 - - CENTER ON .SITTING ROOM OPP. WINDOW GENERAL NOTES: OPENING. ffBATH218',p�' VERIFY �B'.IB' ENTRY .. - m a�wm°.,,r wmanawa.nm a.wwo�.®a - FWH5068APLR : 5'-0'R.O. -EXT.OPENING e.we�ve. �m �•:+�.. .. FAMILY ROOM .. .DINING ROOM ... 2,678 S.F. - LIVING ROOM Q��J F9,g ,_o• \55v�c�6���1 i PANTRY - 36.80 ' OVENS . .. ENTRY: 7. , l5' - KITCHEN NICHOLAEFF .I co Oq,�\ RE+DESIGN71 . 8e1 Mein SUwt A e OsteMlle,MA 02655 ... .. I 'm .. T 508 420 5 -I - F 508 420 CLOSET I :I. n'.hole9n. ' - .. .. 30xB0: I .I: �0.c N Cyo'pt .. .. I SINK MASTER LINEN .. ... '� .:: BEDROOM #2 qor mn - % TW28310 TW2 310 TW28310 - . TUB/SHOWER m BATH - UTILITY n PROJECT NUMBER: W D.— .. .. DRAWN BY:ON;,GV,AH qp TW 8310 TW2 310 : TW2 310' SCALE:AS NOTED 4-5L•. 12-gV 7'-36/' 8'-7• - /8 �8 DATE:JUNE 11,2010 - 33-2' IO'-ly .. TITLE: EXISTING FIRST FLOOR PLAN PLAN EX1 . 1 NORTH EXISTING FIRST FLOOR PLAN SCALE:,�4 1 - BURKE G RESIDENCE 53 BRIDGE STREET I OSTERVILLE•MA 1 BATH 3 GENERAL NOTES: oAnromwn.,.,m.wa amber�.nb o..M.�.,d . .:. BEDROOM #4 BEDROOM #1 _ 1,533 S.F.. .. STORAGE o e Q�P OP'LINE 0F: BUILT-IN FULL HGHT. CABINETS , .. BEDROOM #3 .CEILING I r .. .. .BATHROOM - _ 1 CLOSET - NICHOLAEFF ... ... - ARCHITECTURE+DESIGN . 891 Mein Street r - - - O'WrAlle,MA 02655 .. .. .. �- .. .: .. ..T SOB 42052 .. .. ... vREO Aq n SOB 420 off c' .. EPDM ROOF o Ichol ett i N. PROJECT NUMBER: DRAWN:BY:ON,GV.AH . SCALE:AS NOTED DATE:JUNE 11,2019 - .. TITLE: EXISTING SECOND FLOOR PLAN 6D PLAN NORTH EX1 12 , EXISTING SECOND FLOOR PLAN SCALE:,�4 BURKE - 26 B D - _RESIDENCE 53 BRIDGE STREET OSTERVILLE,MA CAP OST.D iL - III PFOU q SILL TRIM Tr. xT cL — - - GENERAL NOTES: •.1i. ��ZZ 7789 ''��ZZ w✓22 22 �w22 z' m.wm.nmoo...wwmn.aanlme.n.rm MASTER a ,m�wa a.nw��.nm,P�Ro .m�m..�rwwmo...mm.Pl .. BEDROOM N2w.Pm�..�„P.�timRmD,.mm . O DmuarnR Rmme. �e..mes v.mw.R.Ma. .. v STORAGE. .. ... . 0© s.Ym talc 3-CCCGAGE I c STORAGEcmc _ "'- rl �r S LO 01. .. H�D. SUB HICNP Z . R-21 CLOSED-CELL � . FOAM INSULATION AT —YDtawau oNmxuD -® STAIR WALL AND 30,,80 DMADE DoeRs _ UNDERSIDE OF STAIR _ STRINGERS .BATH ' Al ®GIN ® — — — . � - — — k I I 1 41� EA S S C.O. o ABLE ABOVE - P L1 y` I I DINING ROOM OHO 1�g --------J I \5 0 s 1 ATBWALL AND C�QI�URNG� 4 ( I 4: J 5 TYP. ON ®N - SITTING ROOM m O I n s 22 ' UTILITY .. .. I REFG. CUES 8 CH I (•------- BBI .. T KITCHEN- .' NICHOLAEFF - LIVING ROOM _ ARCHITECTURE+DESIGN ALIGN : FOUNDATION AND STUD891- STUDWALL I- :... - OeteM� _ e,MA 02655 T 508 420 52 10-8 10-8 8• 4-BY4 5-Oi61 LDy� O I I F 508420 jaND Axc y� O i ENTRY 2 nl_olaett 5,-6y* .21'_4y4• ., .. FIRST FLOOR WINDOW SCHEDULE < BATH 2 DARK SIZE WIDTH- HEIGHT I TYPE FRAME MATERIAL NOTES 2-9 4 2 DH-G2820 2 WARVIN lCUDH-NG3228E : PROJECT NUMBER: - .J S-I IL4'15'-3 2 -- __ : OH-C3228E 4 - 4 5-J 2 __ DH-C3228E ... 5 J- 4 5-J __ __ H-GJ 8 - DRAWN'BY:.DN,GV,AH 6MARVIN H- 228 7 4 5-J H-G3 8 wNE IHiEEmus.MsmwEN roIiNnu NALL alun Ac t3 .IN�M 04=MD 1-11 4uuoaLsnlSi l�Die4l ON a1P% SCALE:AS NOTED . r7 AND nNTA eE11YyiCMD EIRA—AS NEEDED/M NECANI ED BY CODE IN—HMDWAIE m eE LIEU—I F w _ _ .. ENTRY DATE:JUNE 11,2018 - FIRST FLOOR DOOR SCHEDULE DOOR DOOR# ROOM SIZE FIRE SWING DIRECTION RATING NOTES WD MGT FAMILY ROOM sTOR GE J- 2 -2 RIGHT -- IFDJ070 102 3-C GE 9-0 -0 CUST GARAGE R GE ODOR . :. ..02B 3-C GE 9-O 7-0 -- CUS G GE ODOR - .. .. EXISTING CONSTRUCTION 102C 3-C GE 9-0 -0 - -- CUST GARAGE DOOR ' 103 STOR GE -0 -0 RIGHT - PAINTED POPLAR INTERIOR DOOR 01 STAl I RIGHT MARVIN#0I 0 0 DEMOUTION ALL E%IFRIOR DWRS TD YMNN tt I uLmvA1F AIUYMW('MInE N D a.J SIOfN wLS*M'wOW.ME NT W"'P U 1 To INl ' ALL REQUIRED ACCESSOWES IN P1 M INN L NNG HULL ;IN�iA n 41P;VFATCAL MD NaDE011TAL MW(SICING BRA�IETS Ae NEW CONSTRUCTION - NEEDED/AS REWIRED BY WDE INhNIOR NARDWARE ro BE SEIEGRD RRDN�MNN STANDARD.nNI5NE5-T.B.O._ TITLE: FIRST FLOOR PLAN LEGEND NEW GARAGE 1,247s9 S.F. HARD-WIRED PHOTOELECTRIC COMBINATION S.D//CC.O. SMOKEICO2 DETECTOR WITH BATTERY BACKUP 0 HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR S.D. WI I H HA I I EHY BAL;KUP 9 HARD WIRED WALL MOUNT CARBON MONOXIDE PAN I" C.O. DETECTOR NORTH 0 HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR - - AlD. WITALL BATTERY BACKUP _ / ` .. ALL DEVICES TO BE WIRED INTO INTEGRATED . 1 BUILDING ALARM SYSTEM - FIRE PROTECTION FIRST FLOOR PLAN scALE:1i4 25._Dy. I BURKE RESIDENCE ID'-6j" 1D'-Bj" 53 BRIDGE STREET ' OSTERVILLE,MA 5y* I•-11" Sy" T-10%" 5y" I DUNE OF RO H � JOIS� BREAK ABO TYP. _ u � � � I GENERAL NOTES: R. 12 2-C UNFI�SHED STORAGE . 13 PM000 5-1/4'K 5-1/4. \ RIDGE POST UP (SEE STRUCTURAL� I ,mac ORAWINGSJ I 3-7� 2-4y .. o .:. LYWOOD\ w SHELF EXIST GAB E— P - ' 76 �= 42'HAL-WALLS SHELF - : _ BEDROOM #3 \� 10 e _ \ I I I I m BEDROOM #4 N � NICHOLAEFF ARCHITECTURE+" DESIGN o 891 Main Street EPDM ROOF - .- OsteN Ile,MA 02655- 30.80 T 508420 52 iD k 4'-9%" 5 II' 5'-II" 4'_.9� BATHROOM Pi h.l. 420 s' . .tit•P[TCH PER FDOT .. nc o\ L .,. y CLOSET LIN!_LTN' T - SECOND FLOOR -DOOR SCHEDULE DOOR DOOR ROOM SIZE FIRE NOTES PROJEcrNunnBER: SWING DIRECTION RATING WD HGT .BATH 3 DRAWN:BY:.DN;Gv,AH STORAGE SCALE:AS NOTED ALL E.TERIOR WIN— D( E) AUIRED ACCESSORIES IN R N S10Ru PLUS C SEUE T/D IELE TH ED DATE:JUNE 11.2019 N♦_R1CAL AND NNTERJOS u GNinOLORE NFORCiNG BRAINCLUDE ALL �KEiS AS NFEOED/AS REW RED�CLUDING Bx COpE.NNTER OR HAROW"R 0 BE SE C FROu - - NARHN STANDARD.FINISHES L.B.D. SECOND FLOOR WINDOW SCHEDULE MARK IYPE FRAME MATERIAL NOTES SIZE _ WIDTH HEIGHT 7 2-91 4 3-111 2 MAR NN DH-NG2820 B 2-9 1 4 3-11 12 -- -- - MARNN DH-NG2820 EXISTING CONSTRUCTION 9 3-1 14 4-11 1 2 -- -- - MARMN UDH-NG ME - BEDROOM #1 10 3-I 1 4 4-11 12 -- -- MARNN UDH-NG3226E _ 11 3-0 3-3 18 MARNN CA3640 TEMPERED DEMOLITION 12 3-0 }-}18 MARMN UCAJ640 TEMPERED 13 3-0 3-J 18 MARNN UCA3640 TEMPERED .. - 14 3_0 3_}18 __ __ MARNN UCA3640 TITLE:: .. NEW CONSTRUCTION 15 1-0 3-3 1 8 -- -- MARNN UCA3640 - / 16 3-0 3-3 18 MARMN UCA3640 SECOND FLOOR PLAN LEGEND 11 J-1I 4 4-111 2 — MARMN UDH—NG3226E IB 3-7 i 4 4-11 1 2 MARNN UDH—NG3226E 894.28 S.F.SECOND FLOOR LOFT A AD(ANTE)UlT.AATE n$TOBM PLUS CASEMENT/NW LEH ' B HARD-WIRED PHOTOELECTRIC COMBINATION RNEENTEno. P E TogECLUMOExA�i a[auaEouaccEssoREsx PRICE.INCLUDING NUu cogFRs S o cTED moN ' M R1CAL AN REINFORCING BRACKETS AS NEEOEG/AS!REQUIRED Bx CODE INTERIOR HARDWARE S.D/C.O. SMOKEICO2 DETECTOR WITH BATTERY BACKUP E-STANDARD.FIIISIES T.BD. O HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR S.U. WITI I DA7rEf1Y DACKUf`: 1 e HARD WIRED WALL MOUNT CARBON MONOXIDE PLAN ..h C,O;' DETECTOR - NORTH . 0 HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR - A H.D. WITH BATTERY BACKUP ■ ALL DEVICES TO BE WIRED INTO INTEGRATED BUILDING ALARM SYSTEM - - FIRE PROTECTION SECOND FLOOR PLAN SCALE:1/4" 7 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 53 Bridge Street 0ster7>We MA Owner: Abizail O'Brien Date of Inspection: September 12 2011 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. d - t � a3 V v m . PVmP gd r r i UJAI I 10 7.99 N WEST PAVED BERM AT DRIVEWAY ` BAY S'T ENTRANCE TO PREVENT WATER RF-1 BAY FROM RUNNING INTO LOT MINIMUMS / AREA = 43,560 S.F. FRONTAGE = 20' &RID �S o �"' % • WIDTH = 100' � GE S r � N.G.V. REFERENCE / FRONT SETBACK - 20 p `�, LI TTLE c� RM33 J e SIDE SETBACKS = 10' v� BENCHMARK r/ s 7r____.._ 14'B REAR SETBACK = 10' ISLAND m TOP OF SPINDLE #54 ' 8.15 B FND.�,�, 9�'y BUILDING HEIGHT - 30' o EL-10.68 c� LOCUS WEST BAY w� 6.64 �AF rn � 7.96 �. 8 ', 5.15 LOCUS MAP 8.0 7:20 . SCALE 1 25,000 \ �. 6.71 \ \.55 St O*'': •� REMOVEABLE COVET ASSESSORS �g,07 ",1 \ � F �� ,yo;'�boo MAP 116 PARCEL 118 PROVIDE INLET TEE .24 }, ` p pR/ � \ .�5\ �• 4j �O FOR PUMP SYSTEM :_:•. .: ' .: .•, OUTLET PIPES PROPI:USED 7.96 \ I'F SS _ (AS REQD.) VENT �5.70 ,; #P67/6A i ! i O� , c�,pT \99Q> I� , 7.07 118 `9?O; 1 2 ,. h 6 /STE T PIT/ . 7.07 I I •00, F cq� r� 0 WELL / �10" \ + 7.07 7.5 I, '9+ $ - 7.51 LAY•__._..__\ } 6.8� 7,37 III, Cq,Q O 6,' }. / '\6.01 `� \ i ,c��,9c `' I T'S' INLET PIPE , 7.54 '; I �I / 4- 7.28 \ LCB FND. 4 i • c���c:' I j 1f OFF , J`�.9a .14 �, BRB FND. / RELOCATE i s EXISTING ` �^ I 8 37 I 60Tr !I ; DIST. BOX / HOLLY TREE i I I `� 9�'F I` ♦ NO SCALE /7.85 ► (` 5 OVERDIQ PROPOSED . / (SEE NOTE 5) DIST.' X e.82 7.87 , �y .20 + 8.82 ♦ Gy ' PROPOSED / 6.61 f 7.45 \ ♦� 4" PERFORATED PVC ' / 7.40 LEACH FIELD / ;' \8.27 \ 8.50 SCH. 40 (TYP) 9" MIN. 36" MAX. COVER -7 r ��� 6.52 PROPOSED 1500 GAL �7.64 \C s m 7.69 1 SEP11C TANK (H-20) 3 4"-1 1 ' WASHED STONE- } .100, 7o LOT �4- s.91 _ 1) , " - TEST HOLES 2 PEASTONE I I I 5 _��_ BAXTER & NYE INC. / \ 6.24 \ I ( ) 6/22/00 / G' m 2 #P-9756 / `n , d TESTED BY : S. WILSON / 07.51 \ • 6• I `,t 8.08 EXISTING PAVED DRIVEWAY WITNESS: D. MORANDI / / 7.51 7•29 G' 6. 6.54 \ 6.83 TO BE REMOVED AND _REPLACED CROSS SECTION 'A-A' 7.27 7.42 v► 6.62 m s WITH CRUSHED STONE \ '7.21 / NO SCALE c \ •+6.99.._ --� I / PIT �!1 I �• h ELEV. = 7.0 6.45 \�9�y m s � � ��- SANDY LOAM �/ C.I. COVER 10 YR 4/2 6' ,` 7.47 .� �� 6.25 7113 Ah ADJUSTED TO c ,1 I i. � n COVERS LOCATED TO WITHIN -6 6. _ . S.24 y i I i O` ., _ - �N 9".OF F.G. VENTSANDY44L AM I F.G. ' �I 1 ,J� 1 21 = YR _ - o q°a _ ,10/ II ,. � PROPOSED F.C,. T--_--.__•___-_ ._.- SED EXIST_.HOUSE F.G ,.• t 8 _.____ ! 'I s F.F. - 10.76 0 '✓Jr ?/�1` i' fi`,?!? '� ` J 7, /9,f 7 _ _ _ , . OS, 1. 0ter?' r', � l �. �, .. ,. . , ; .-- .. .:" _. -,<.;•. . .:_ �Jt` t i! ••J ,i.*�F.,'',tyJ!'':`�JT r' i ,;f f. /j;>. /}f \� J. •. 4 I �. I I i I I .. �\ r •' .' 1i r:d% r . �333 / � \ t.yny.���'► / 3 t,\ - --_ i , 'C' MEDIUM SI4�eD BRUSH s �� / ,S INV. _ 4. 4» " 'JRCE MAN - -- _ INV. = 1500 GAL 2- '° 0' ..`, .� . �'�' r -^:-rr- A. ` 4 ` �r i► t!`• / J� ro i I 4.1 SEPTIC TANK I = INV INV= 8.6 •. ' ! �} • 7.23 O r I ;' f;� g 3.6 'WV. =4.0' g EL 7.4 4.03 , * O. PUMP CHAMBER `. ` -70 5.28 2 i i I �� sl I �� / SEE PUMP NOTES (SEE DETAIL) " 5.02 ,' O € ti J -PERC TEST 36 ',,y it /` }�'��,�• + ��O �10 ......................... ?..................:: INV= 8.4 Z200 `. 4.28 \ ,' 8.15 i I QO� m \� 6' CRUSHED STONE BASE o LCB FND. ��`. 48 l F II Q�04G =r 'C2' MEDIUM SAND ' t0YR54 `. \ " `�•` QO GROUNDWATER ADJUSTMENT / % 01$ HOLLY 7:94� ��� I PROFILE (FROM CBS. WELL) EL 2.4 t `\ '�, 4,26 , 6.6Q�O I i! ,r^ - 6 OBSERVED GROUND WATER EL 2.3 % Q NO SCALE a ; -56 ELEV. = 2.3 8. 7.43 (6/22/00) �. .43 EXISTING PROPOSED -72" ELEV. = XX.X , 7. �` SOIL PIPE 1500 GAL aia5 531 , 4``ti 7.s ,�,.� SEPTIC TANK 5.70 _� I 'I I I LAWN s 6.82 -' ` 4�` #53 Bridge Street • ��� ., • 5.46 018" HOLLY Osterville, Massachusetts 5.22 PREPARED- FOR ., 4.89 % NOTES' GENERAL NOTES FOR PUMF_ ' 1) PUMP TO BE SIZED BY PUMP !:JPPUER. Abigail O'Brien 1. THE CONTRACTOR IS TO SECURE ALL APPROPRIATE PERMITS. OT 0,1,E 4.27 �0 2) PUMP TO MEET GENERAL SPEC�9CATIONS OF 310 CMR 5.03 PAP 2. THIS PARCEL IS LOCATED IN THE FLOOD PLAIN. 15..231. 7712E 3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, 3) MAINTAIN CONSTANT PITCH FR(.M DISTRIBUTION BOX BACK Septic System Upgrade % BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE TO PUMP CHAMBER TO ALLOW FO►'CE MAIN TO DRAIN `� <cQ` GRADED AS FOLLOWS: NOT MORE THAN 15X RETAINED ON No. BETWEEN PUMPING. 4.35 �OJ 4� 4 SIEVE, NOT MORE THAN 90% RETAINED ON No. 50 SIEVE, 4.62 OJ OF FRACTION PASSING No. 4, 10X OR LESS TO PASS No. 100 4) INVERTS ON SEPTIC TANKS AND PUMP CHAMBER TO BE BRUSH yf. SIEVE AND 5X OR LESS TO PASS No. 200 SIEVE, SOIL TO BE FIELD ADJUSTED AS NEEDED TO A,COMMCDATE EXISTING BAXTER, NYE & HOLMGREN INC. 4.22 Y, #4 APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING PLUMBING AT HOUSE. 4.82 tieA o 10 ON SITE. Registered Professional 5) LEACHING FACILITY TO BE VEN-ED. Engineers and Land Surveyors � 4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST �� `off 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT 6 VISUAL ALARM TO BE MOUNTEi ON THE EXTERIOR OF 812 Main Street, Osterville,Ma. 02655 CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO FLOOD PLAIN LINE HOUSE FACING THE STREET. THE Phone- (508)428-9131 Fax - (508)428-3750 4.59 ` FROM COMMUNITY-PANEL NUMBER DIG SAFE (1-888-344-7233) AND APPROPRIATE WATER } % 250001 0016 D DISTRICT TO DETERMINE UTILITY LOCATIONS. 4.50 4.13 MAP REVISED: JULY 2, 1992 DESIGN DAT , 20 0 20 40 5. ALL STRUCTURES BURIED DEEPER THAN 4' OR SUBJECT TO SINGLE FAMILY- 5 BEDROOMS VEHICLE TRAFFIC SHALL BE H-20 LOADING. NO GARBAGE GRIN)ER SCALE IN FEET ��t 6. SEPTIC TANKS AND PUMP CHAMBER SHALL BE DA SEPTIC ILY OTANK 155010 XX520Cq;5501100 D. „- , WATERPROOFED PRIOR TO DELIVERY TO THE PROJECT SITE USE 2000 GAL SEPT! : TANK SCALE:1 =20 DATE. August 14, 2000 sTEPHEN ADDITIONAL WATERPROOFING AT TANK JOINT SHALL BE USE 1000 GAL SEPTIC TANK FC t PUMP CHAMBER 9 PERFORMED AT THE SITE PRIOR TO BACKFILLING. REV. DATE: REMARKS Y' ,N , !. No.3021 ; LEACHING FIELD 'T ESIGN _ ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED - - ■ �'/STEQ.i�a AL 30'X USE 4 - 4" DISTRIBUTION LINES IN AN C. c 30'X 25' WASHED STONE FIE_D Al SHOWN 550 G.P.D./.74 = 744 S.F. OF BO -TOM AREA REQUIRED DRAB �� USE 30'X 25'= 750 S.F. AF EA PROVIDED CLASS 1 SOIL; PERCOLATION RATE 1" IN 5 MIN. OR LESS H:' 2000 2000-26 surve WOrksr)t 20026ssr.dw