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Home My WebLink AboutInspection Report 2022 Apr 19 ,pF ?'�9 TOWN OF YARMOUTH Building Department BUILDING • (508) 398-2231 ext.1261 ` t y PERMIT NO BLD-23-000364 PERMIT tio f ...„,.. JOB WEATHER CARD V•. 4,1 e ISSUE DATE 08/09/2022 - - - APPLICANT MATTHEW M BOROWSKI PERMIT TO Alteration . AT(LOCATION) 50 ALMS HOUSE RD,YARMOUTH PORT, MA 026 ZONING DISTRICT Bldg.Type: Residential SUBDIVISION MAP BLOCK LOT 148.1 BUILDING IS TO BE: 'CONST TYPE V B USE GROUP R-3 REMARKS Alterations per approved plan 780 CMR MSBC,9th Edition-Remove doorway CONTRACTOR or second floor-Non Load-bearing(508-364-9639) LICENSE 'CS-074669 Construction Supervisor MATTHEW M BOROWSKI MATTHEW BOROWSKI AREA(SQ FT) 588,234,240. EST COST($) 25U0.00 PERMIT FEE($) 150.00 S DENNIS, MA 02660 OWNER Laura Gil' BUILDING DEPT BY ADDRESS Marie Hartley. 20 Turning Mill Road Brewster MA 02631 --110," PHONE 5083649639 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY ENCPOACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE. MUST 3E APPROVED BY THE J'.IRISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OB i'AI IED FROM.THE i,EFARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTION'S REQUIRED FOR Ali. IA.PPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE iNSTF,UCTICN',^fORK 1)FOUNDATIONS CR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FCOT.'JGS.2)FR:OR TC COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR L.1,,TH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL •N5'PEC T't`N BEFORE OCC(.1LIANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. E T i-l< TO DETAILED IF,;FE. 1.K SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. _ _ _ _w. POST THIS CARD SO IT IS VISIBLE FROM STREET 2U'1DING IhISPEi:1 Kit*,PPPROVPL`3 11__ ! • . • HEALTH DEPT. I { , . -- , --- -- OTHER: •LI:II1II1:I1 - V.IOR''.SHA'_L iNOT P ll r'.rE() FU:MI I'APL.r'E(,OME NULL ANC VOID iF .'.v°SFi.TICNS INDICATED ON TI'IS CARD MTI. TI-1E'NSPEC'UR H aV.' 1CONSTR'.:'::TION NORI::S NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE ',A"'PROVED THE JARIOIiS (IvMONTriS O' DATE THE PERMIT IS 'SSULD AS NOTEC iOR WRITTEN NOTIFICATION. •STA:•;F_cs OF C:�IJSTH'.;(Tr: ' ,<F'r'�-:F.____..—�—.�._ v TOWN OF YARMOUTH Board of 411 tk Health _ 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-24451 Health Telephone(508)398-2231,ext. 1241 Division " Fax(508) 760-3472 May 13, 2022 Peterson Joseph Francis Tr Peterson Dorothy Ann Tr P.O. Box 234 )-4-( 1 West Boxford, MA 01885 (ms's- Cdr RE: Subsurface Sewage Disposal System Inspection Report 0� - 50 Alms House Road, Yarmouth Port, MA (, W Dear Owners: gs- This department is in receipt of a subsurface sewage disposal system inspection report conducted I by Jason C. Ellis of J.C. Ellis Design Company Inc., regarding the above referenced address. /) I I.CG The inspector failed the septic system for the following reason(s): 1. Private well 2. System is for two (2) bedrooms/Actual three (3)—Bedroom needs to be removed. 3. Distribution box is in poor deteriorated condition, soil is coming through the sides. Needs to be replaced. As the current owners of this property,you have sixty (60) days from the date of this notice to begin the process of bringing the septic system up to State Title 5 regulation requirements. If you should have any questions, please contact the Health Department at the telephone number printed above,Monday through Friday between the hours of 8:30 AM to 4:30 PM. Sincerely, Bruce Murphy, MPH Director of Health BGM/ehp cc: File • 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.211: continued [3] Surface or subsurface drains which will regularly or periodically intercept the seasonal high groundwater table and carry that groundwater away from an area must meet the specified setbacks. [4] The setback distance shall be measured from a naturally-occurring downhill slope which is not steeper than 3:1 (horizontal:vertical). A minimum 15 foot horizontal separation distance shall be provided between the top of the two inch layer of 1/s to'A inch washed stone above the pipe,or the geotextile material above the pipe or the top of the chamber and the adjacent downhill slope. For a system located in an area with any adjacent naturally occurring downhill slope steeper than 3:1,slope stabilization shall be provided in accordance with best engineering practice which may include construction of a retaining wall designed by a Massachusetts Registered Professional Engineer. [5] Locating a system component or any part thereof beyond a property line of the facility, whether pursuant to an easement or otherwise,requires a variance issued in accordance with 310 CMR 15.410,except that the placement of fill or grading material beyond the property line of the facility,pursuant to an easement or otherwise,shall not require a variance under 310 CMR 15.410. (2) No system shall be constructed within a Zone I of a public water supply well or wellfield. No system shall be upgraded or expanded within a Zone I of a public water supply well or wellfield unless a variance is granted pursuant to 310 CMR 15.410 through 15.415. (3) All setback distances from water bodies shall be measured from the bank of the water body. All setback distances from wetlands shall be measured in accordance with the criteria of the Wetlands Protection Act and 310 CMR 10.00: Wetlands Protection,from the most landward edge of the following features:bordering vegetated wetland as defined in 310 CMR 10.55(2): Definition,Critical Characteristics and Boundary;salt marsh as defined in 310 CMR 10.32(2): Definitions; top of inland bank as defined in 310 CMR 10.54(2): Definition, Critical Characteristics and Boundary; or top of coastal bank as defined in 310 CMR 10.30(2): Definition. In the event of disputes concerning landward boundary of resources subject to the Wetlands Protection Act,the boundary shall be as delineated by the municipal Conservation Commission or the Department in accordance with 310 CMR 10.00: Wetlands Protection,and relevant interpretive guidance documents. 15.212: Depth to Groundwater (1) The minimum vertical separation distance between the bottom of the stone underlying the soil absorption system above the high ground-water elevation shall be (a) four feet in soils with a recorded percolation rate of more than two minutes per inch; (b) five feet in soils with a recorded percolation rate of two minutes or less per inch. (2) For systems with a design flow of 2,000 gpd or greater, the separation from high groundwater as required by 310 CMR 15.212(1)shall be calculated after adding the effect of groundwater mounding to the high groundwater elevation as determined pursuant to 310 CMR 15.103(3). 15.213: Construction in Velocity Zones and Floodways (1) No septic tank or humus/composting toilet shall be constructed in a velocity zone on a coastal beach, barrier beach, or dune, or in a regulatory floodway, except a septic tank that replaces a tank in existence on the site as of March 31, 1995 that has been damaged,removed or destroyed,where placement of the tank outside of the velocity zone or regulatory floodway, either horizontally or vertically,is not feasible. Where reconstruction of a system in existence on March 31,1995 occurs or reconstruction of a building or buildings is allowed in accordance with the Wetlands Protection Act and 310 CMR 10.00: Wetlands Protection, it shall be presumed to be feasible to elevate the tank if the building is elevated above the velocity zone or regulatory floodway. (2) No soil absorption system shall be constructed in a velocity zone on a coastal beach,barrier beach,or dune,or in a regulatory floodway,unless (a) the system is to serve a building or buildings that were in existence on March 31, 1995 or reconstruction of such building or buildings where allowed in accordance with the Wetlands Protection Act,M.G.L.c.140,§131 and its implementing regulations as 310 CMR 10.00: Wetlands Protection; Effective 9/9/2016