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HomeMy WebLinkAbout0019 FRANKLIN AVENUE - Health ,r 19 Franklin Aye 2.92-035 Hyannis o a e p e 0 0 0 o r I r' rrTOWN OF BARNSTABLE LOCATION 1g rrm �.lin SEWAGE# VILLAGE HWMt:� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO/�ir�� SEPTIC TANK CAPACITY J000 cSoj. / LEACHING FACILITY.(type) TrBnC h (size) 'D ',W 3 r x 6 6 I NO.OF BEDROOMS , OWNER PERMIT DATE: T/7,Z l 7 COMPLIANCE DATE: 3 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) __e___4e Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility. �(/� Feet FURNISHED BY Q��✓�O% � d h"Sz bl i ,s No. Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Mispusal 6peffiff Construction jhrmit /Y Application for a Permit to Construct( ) Repair(Upgrade�) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.l q of Owner' Name,Address,and Tel.No. Q-ef~B 1"14 Assessor's Map/Parcel Po o.7�U Installer's Name,/Address and Tel.No. ¢a�i�'�a/��1 Designer's Name,Address,and Tel.No,9T�y7,—✓��� �v/�c'' fCO�ic St�`�cPf �2fs%JP�/� t�adGJ Type of Building: Dwelling No.of Bedrooms .2 Lot Size /Z/,?O sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2 2 ® gpd Design flow provided 4P gpd Plan Date /lam Number of sheets Revision Date Title ���s� bs'�� ,.F'Lrx�.� G�!✓o/tad7yG � Size of Septic Tank �mr,r, Type of S.A.S. T eac h Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i d O Date Application Approved by A Date Application Disapproved by Date for the following reasons Permit No. Date Issued • � �Y ,'V yr_._�_..�_.1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION— TOWN OF BARNSTABLE,,MASSACHUSETTS Yes fication for 0-5 o- al stem (Construction Permit Application for a Permit to Construct( ) Repair'( Upgrade(�) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 44-4 f' & P r0 Assessor's Map/Parcel Installer's Name, ddress and Tel. Designer's Name,Address,and Tel. f pOGrCP/� �hfrr%l P�//�/ GriGo'IIJ; If I',?-7 -r-.,FSZ/T 1.17- /os /P z _ Type of Building: Dwelling No.of Bedrooms 2 Lot Size ZZ/RO sq.ft. Garbage Grinder( ) Other Type of Buildings* No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ? 2 a gpd Design flow provided 3SG• 401 gpd Plan Date�-�r�j� Number of sheets a Revision Date Title Size of Septic Tank {/o„,� Type of S.A.S. P.G 11 Description of Soil Nature of Repairs or Alterations(Answer when applicable) �,rs,[a// �fjo� /;1- 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 Health. i d a - Date Application Approved by Date Application Disapproved by Date for the following reasons ' Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance TIES IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(e/I' Upgraded( ) Abandoned( )by at /9 ��,, l/„� v has been cons cte acc with the provisions of Title 5 and the for Disposal System Construction Permit N . r Vd Installer �c-"' Designer #bedrooms Approved design flow © gpd The issuance of this permit shall not be c nstrued as a guarantee that the system will fu ction as de gn U. Date � / Inspector i - •ear._^ -'-- --'--------------- ----- -------- ---- _ -- --- --------- -- ------- --- No. Fee k9e27��v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Hermit Permission is hereby granted to Construct( ) Repair(� U ad ) A- on( ) System located at ,r 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:Construc c'mple d within three years of the date of this permit. Date V Approved by ' ' / I Town of Barnstable t Regulatory Services Richard V. Scali, Interim Director • BAmWFABLE, MAS& �0 Public Health Division iDTEonna�° Thomas McKean, Director 200 Main Street,Hyannis,MA902601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form I f Date: l l ( 7 Sewage Permit# Zo17-2��Assessor's Map\Parcel 2 9 Z —6 3 1 Designer: �r�1 rteer�n o� Wo r t4s� l o c_ • Installer: � �d Address: IZ UJ, C eb s t-n,e (d fZ4 Address: 3.50 Nka v% S t-- , r , On was issued a permit to install a (date) (installer) ' septic system at 11 i—�q d k " rt AVZ JH yQr At S based on a design drawn by e+et (address) 1 EIS ine�r"ng WbAu /11 C , dated �o (designer) f 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (Le. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructs nce with the terms of the I\A approval letters (if applicable) It OF PETER T. McENTEE P -- - CIVIL (Installer's Signature) i NO.35109 gF�rSTER�O (Designer's Signature) (Affix Designer tamp Here) 1 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc oF Town of Barnstable P# Department of Regulatory Services t tarABLA j Public Health Division Date �A t6� ♦e� 200 Main Street,Hyannis MA 02601 IV W Date Scheduled Time /D Fee PA 1.tick-a2 Soil Suitability Assessment for Se e Disposal � , � C �. Performed By: S¢ .�.S��Z � Witnessed By LOCATION & GENERAL VN1'OR-Mz.ATION r Location Address ! � (� �e Owner's Name LJrc VLQ. PccC,Y7 eee ��ylfY/ n� M/� Address P�� 9�)C l7� y9�o/�S Assessor's Map/Parcel: Z�'/Z /� ®a&o/ ��3S Engineer's Name JE��� NEW CONSTRUCTION REPAIR x Telephone# Land Use ��$� n Q Slope i(40) �^ �— Surface Stones N a'A e Distances from: Open Water Body -/30-0 ft Poss(ble Wet Area ft Drinking Water Well ft Drainage Way�/ 'Y ft Property Line - 2 ft Other_ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) ' T ��'► P1 l-ro 1 l>11 A v-e Parent material(geologic) �f-�QSh Depth to Bedrock Mo/l�2 Depth to Groundwater. Standing Water in HolAj3 Weeping from Pit Foce &---e __^__ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth t6 soil mottles: Depth to weeping from side of obs.hole: I In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level , Adj,factor— Adj,Groundwater Level PERCOLATION TEST Date Time Observation Hole# Z- Time at 9" Depth of Perc Time at 6" 12T - Start Presoak Time @ Time(9"-6") End Pre-soak Rate Min./Inch. Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N)_ i Original: Public Health,Division Observation Hole Data To Be Completed on Back----------- t!, i ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTlC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#,_ Depth from Soil Horizon Soil Texture .SdiI Color Soil Other Surface(in.) (USDA) I(Munsell) Mottling. '(Structure,Stones,Boulders. on iste c ravel -� A 3Z C M-C Sc►v,cl. z,l G/ r � _ I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I(Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) SL 3(o7I3Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulder. Consistency,%Gravel) . I • DEEP OBSERVATION HOLD LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Det)th of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervto s 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 I certify that on 1( 19 qL f(date)I have passed the soil evaluator examination approved by the Department of Environmental Protecdon and that the above analysis was performed by me consistent with . the required tr ' ing,expertise and experience described in 510 CMR 15.017. Signature Date ' ' �' N. Q:\.SEPrn0PERCPORM.DOC YOU WISH TO OPEN A BUSINESS? Foy Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by.M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Talce the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601_ (Town Hall) and get the Business Certificate that is required by law. .,.• DATE: ( Fill in please: ;. APPLICANT'S YOUR NAME/S: 2 1C( ( Z F BUSINESS YOUR HOME ADDRESS:- Z2L�' il OZ - Sob -z�3- dSS�- M TELEPHONE #>` Home Telephone Number _SO $ - Z 3 —05 S �- NAME OF CORPORATION: ,rG 2 r S U' I y1 I►� NAME OF NEW BUSINESS SAY. \C TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES N J� ADDRESS OF BUSINESS 2 &54 7/,�02Z0/MAP/PARCEL NUMBER 2 I - t"J� (Asseasing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable: This form is intended to assist you in obtaining the.information you may need. You MUST GO TO 2DO Main St. - [corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO ER'S OF IC This lndivld al h en i'n�ar d of y p t requirements that pertain to this type of businMUST COMPLY WITH HOME OCCUPATION MILES AND REGULATIONS. FAILURE TO Au h iz d i e** COMPLY MAY RESULT IN FINES. MMEN S: 00 U T /1 "2. BOARD F ALTf� . .,. This Individual has.been inform .�� he permit requirements that pertain to this type of business, M" M 1 L i ��� ,f���/ ... HAZARDOUS MATERIALS w ,.tlLdTiONS Authorized Slg ature** - COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This Individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TOWN OF BARNSTABLE Date:O TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF"BUSINESS: -S 6r4' )e-t S i�a�i BUSINESS LOCATION: 19 frar) l n Avc O2 0) INVENTORY MAILING ADDRESS: S&n') P TOTAL AMOUNT: TELEPHONE NUMBER: '(SCA) 2 S e 05 5 - CONTACT PERSON: VCL S lb \Ck Z EMERGENCY CONTACT TEL PHONE NUMBER: (60$" 4 Q�- :�-a,Z MSDS ON SITE? TYPE OF BUSINESS: rPal i V') /--a r)g Ca ✓�C• INFORMATION / RECOMMENDATIO S: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No . NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) 5, Gasoline, Jet fuel,Aviation gas Photochemicals(Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) IL lubricants, gear oil ❑ NEW ❑ USED - 1 Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt&roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison"labels (including chloroform,formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers r (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature j"%-�'Staff's Initials :S - r ' A Certified Mail#7006 2150 002 1041 8818 �oFZHE r Town of Barnstable Regulatory Services Y BAR, BL& eAss Thomas F. Geiler, Director a' Public Health Division COPY Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 4, 2008 James Gulacsi 10 Captain Bakers Road Marstons Mills, MA 02648 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II —MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at U 9 Franklin.:Avenue,-_Hyannis, N1A was inspected on March 31, 2008 by Timothy B. O'Connell, Health Inspector for .the Town of Barnstable. This inspection was conducted on the basis of a complaint. The following violation(s) of the State Sanitary Code were observed: 105 CMR 410.201 —Temperature Requirements: Observed that the heating system did not meet the temperature requirements thought out home as required. See inspection form for observed temperature readings at time of inspection. The following violation(s) of the Town of Barnstable Code were observed: 1§ 70-4—Certificate of Registration. Property is not registered with Town of Barnstable Health Department. You are directed to correct the violations listed above within twenty-four(24) hours of your receipt.of this notice by inspecting heating system to ensure that every habitable room and bathroom is provided with heat as stated in 105 CMR 410.200 and 105 CMR 410. 201; by registering home with town rental ordinance. s QAOrder letterMousing violations\Rental ordinance 19 franklin In.doc i You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a .fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH o 's A. McKean, R.S., CHO Director of Public Health Town of Barnstable Q:\Order letters\Housing violations\Rental ordinance 19 franklin In.doc ^FORM3U H&W HOBBSB WARREN TM THE COMMONWEALTH OF MASSACHUSETTS BOARD OF E TH CITY OWN W e, DEPARTMENT U��,�yJ ADDRESS W.y sey`e . TELEPHONE Address —_Occupant_ Floor Apartment No. No.'of Occupant No. of Habitable Rooms._No.Sleeping Rooms No.dwelling or rooming units_ N .Stories Name and address of owner _ 1' '4- Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation.- Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: — PLUMBING: Supply Line: Z . Li.�� ❑ MS ❑ ST ❑ P Waste Line: ev H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas,Oil, Elect.: Stacks, Flues,Vents,Safeties: Kitchen Facilities Sink Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other.- Egress Dual and Obst'n: General Buildin Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECTION PORT IS SIGNED AND CERTIFIED UNDER Tjlf PAINS AND PENAL41i&�P U INSPECTOR TITLE 4A� 1 , S DATE TIME '� P.M. A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises.This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter 11, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any-other violation,has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing.(Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s).pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) • Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash,which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish,filth or other causes of sickness which mEy provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and CDntrol, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof,foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns,shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncor-ected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: . (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or sim_ilar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enume-ated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. Town of Barnstable F Regulatory Services Barnstable THE• O Tp� gyp` o Thomas F. Geiler, Director ;mericaCiiy Public Health DivisionBAMS ( f 9� S. Thomas McKean, Director 1639. �0 2007 'OrEo�,nvra 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 _ Fax: 508-790-6304 May 6, 2008 James &Lisa Gulacsi 10 Captain Bake Road Marstons Mills, MA 02648 As of October l,-2006 a new rental registration ordinance was put into affect requiring all property owners of rental units to register their rental units with the Town of Barnstable. Health Division. According 'to our records, you own the rental property at 19 Franklin Avenue, Hyannis. Enclosed is an application and a copy of the ordinance. Please use a separate application for each rental unit you own. Should you need more applications, they are available online at www.town.bamstable.ma.us. Go to the Health Division page by looking in the Department Menu. There is a link to the Rental Registration information on the Health Division page. You may print out as many as you need, and return them to the Health Division with the appropriate 2008 fees included. Failure to comply with this ordinance will result in the issuance of a non-criminal ticket citation in the amount of$100. Each day of non-compliance is considered a separate.offense. Should you have any questions, please feel free to call 508-862-4644. Thank you in advance for your cooperation. Melissa Couto Division Assistant Health Division Direct#508-862-4072 9s7"` 4d� z$ 30.00 No. __...... F>$.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diiaipmial Wor1w C owitrurtion Famit Application is hereby made for a Permit to Construct ( ) or Repair IKX ) an Individual Sewage Disposal System at: 19 Franklin Ave Hyannis ..........-•-------------•--••---.......----•---...-----.....--------------••--......._...-------- ---••-•----•------••----•-----....---•••--•------••--•--•--••••----........•-•-.............------ oSation-Address or Lot No. Lisa Raw ink -•••••......--•--- .............................................. ••••-••----•---•--•--•------•--------••----•--•-......•-•-----•........ ...... Owner a T .. �... ....... � -s7`------------ . ..........................., . .... ........ ... �1®�.s�e� S � � d ✓' Installer Address UType of Building Size Lot............................Sq. feet ►� DwellingXX No. of Bedrooms............3------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons.......2------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ..................... W Design Flow............................................gallons per person per day. 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. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching-area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit...........--....... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit...--.---........... Depth to ground water........................ P4 -•••••••--••--------•--•--•-••-•••••---•••••----•-••----•••••••-•---•-•-......•-•----••...-•--------......................................................... 0 Description of Soil........................................................................................................................................................................ xSand---&---Grave.1................................................................................................................................................... V W VNature of Repairs or Alterations—Answer when applicable--Omit...cesspool --Instal.l....1=1-0-0.0.......... ..... gallon-..tan��`1_-distibution box- and 1-1 000---gallon leaching--pit-,-•----_--•••_ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the g sued by the board o alPths stem in o eration until a Certificate Sf nodm Nance has be n sY P P . . ... .........37 .. ..... 2. ....9 5. Application.Approved B} ...... ...... ....... :.....: ....::.:'. .. ................................._....`................. .°' Dace . Application Disapproved for the following rearonr: ............................................................................. .................................................... .................................................... . . .............................. ........ .........................................---- --.................._.......;.................. ............................ ........................ Permit No. ..•.........�.1��.�..��................. Issued .t%:C .........................� " .-`a.�............. . .. Date i � q FE:s...... .......�...�.0 t THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH ( TOWN OF BARNSTABLE Appliration for Diraitll ial Wl Drlw CnouBtrurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair �X) an Individual Sewage Disposal System at: 19 Franklin Ave Hyannis .......................................•---••---•-•----......-------••-••--•-----------•---....... •---••--•--•-•----•-•----•--------•---•------------••------••---...........--•-•----.....--...... cation•Address or Lot No. Lisa Rawc. ing ......................_...................................................................------ •--•-•---•------•-•---•••-------••--•----•-•---------•------•••---•..............•---............. w,a l.�Owner /G . -.. 76o ddres ..y Installer r C Address Type of Building I Size Lot............................Sq. feet DwellingXX No. of Bedrooms------------3------------------------_---Expansion Attic G( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons-------2_.................. Showers ( ) — Cafeteria ( ) d Other fixtures ..................•------------•--........----------.........._ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic?Tank—Liquid capa6tv............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 ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W ............................ 0 Description of Soil.................... W Sand .. Gravel W UNature of Re airs or Alterations—Answer when applicable._-.Omit Cesspool. Install- 1 -10 0 0• ga�lon tan 1 -distibution box and 1 1�00 gallon laach net pit- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be,n i sued by the board off1health. Signed ... ........... . ................... `............ .......3./2.7./9.5...... Application,Approved By . ...... ............ ............ .. v ` � v Dare Application Disapproved for the following reasons: ...................... .................................................................................... ........................................................................................... ...................................... ............................ ......... Permit No. ... ... ./ d. ............. Issued .. ..3G ......... Dare r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate o (11omplianre THIS IS TO CERTIFY, That the Iividual Sewage Disposal System constructed ( ) or Repaired (XXX) by ...........'vrcR"vmc - a............. r. OLof7.1.....COS....rvG Insol ler at ...............I...9....Franklin....Ave. .....Hyanni.s................................................................................................................................................. has been installed in accordance with the provisions of TITLE of he State Environmental Code as described i the application for Disposal Works Construction Permit No ��..... dated ... ..-.G ��....—.., t s THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. - -DATE.........a� ................................... ..................... Inspect � ...� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE...$....30.00.. �is�n�ttl �rk� �n4i��r1ltrfilari �rrmit Permission is hereby granted...).P.Macomber Jr. ---------------- to Construct ( ) or Repair (KX.)C an Individual Sewage Disposal System at No......1.9...—TatlIk)_a.n--•AMQ-_iyann i................................................. . st as shown on the application for Disposal Works Construction Permr•` o.../!� -✓ a 'Da�te`d� ',� J/ • ..................•--'-5•`••-.... ..._. calms-.---. .._._---•-- c7�JL•-••-�'•_.--- ., Board of w ✓" / / DATE- lth -----------------------------• -----------•-•---- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS j LEGEND a� N - 98 -- EXISTING CONTOUR o'ss EXISTING SEPTIC TANK s<y TOP OF TANK, EL.=97.19t x 100.98 EXISTING SPOT v;RADE oy INv.(OUT)=95.86f(VERIFY) S 15.40'49 w W EXISTING WATER SERVICE ROUTE 28 40.67' G EXISTING GAS SERVICE , 1;� TEST PIT , O Re 97.5 I Lacus 97. �. - -- BENCHMARK BENCHMARK o TP-1 h + I I CONC. PAD ^. 97,7 _ 9 -60 EL.=98.52 ��� �'% TP-2 I i I EXISTING LEACH PIT a o I I i 1-0 TO BE REMOVED-SEE NOTE 11 C3 I Eldlid9e pattort 0' 'PG 1010 98,06 6,52 I I LOCUS MAP 6 65 98.16 P x �� 97.8 � � NOT TO SCALE 98.36 x 98,11 P6�E- x 98.25 HOUSE(#23) + GENERAL NOTES: T.O.F.=98.78t I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL FF=99.11E x 98.07 BOARD OF HEALTH AND THE DESIGN ENGINEER. (SLAB) Z i 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS CID CID OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O J LOCAL RULES AND REGULATIONS. O 98.66 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR x 98.82 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE _ x O - DESIGN ENGINEER. 98.48 x N U' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF + THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 99.25 \ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99,52 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. LAMP 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE CB61 °+, + DIRECTED BY THE APPROVING AUTHORITIES. 99,16.. pq 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY `° THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING + a CONSTRUCTION. 99,77 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS W IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AN ��� OF MASS9 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). LO LOT 52 y�`�� �tiG 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE rn �O 11,180 ±SF o PETER T. INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. D FOR TEM \f� PARCEL ID: 292-035 x 99.60 o M TEE ", 13 NOT CONSIDERED BO BEEA PROPERTY I LINESSURVEY.RPOSES ONLY AND N 1 35109 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 99.95 99.45 R E0 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN REG ZE DR/ WA EVERGREEN HEDGE 93.69' ' PROPOSED SEPTIC SYSTEM UPGRADE PLAN N 15'40'45" E 19 FRANKLIN AVENUE, HYANNIS, MA X--) --- -6.6----- Prepared .for: Shane Pacheco, 81 Jasper Road, Marstons Mills, MA 02648 MA 99.05 98.93 Edge of Pavement 98.84 Engineering by: SCALE DRAWN JOB. NO. "=20' P.T.M. 150-17 FRANKLIN AVENUE OWNER OF RECORD 1 PACHECO, wAYNE .Engineering Works, Inc. P.O. BOX 174 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. HYANNIS, MA 02601 (508) 477-5313 6/1/17 P.T.M. 1 of 2 r 4} c'i NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=95.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. ' SEPTIC TANK D- 0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT S,A.S• OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION POR I T OVER END UNIT T.O.F.=98.8f F.G. EL.=98.Of F.G. EL.�98.0(MAX.) CHARCOAL F.G. EL.=97.8t F.G. EL.=98.Ot VENT EXISTING MAINTAIN 2% GRADE MIN. OVER S.A.S. SET REBAR FOR LOCATING ' L = 16' L = 2' ONE 'x3'x66' LEACHING TRENCH J�f1IE1 INSPECTION ® S=1% (MIN.) ® S=1% (MIN.) SCH 40 PERF. PVG DISTRIBUTION LINES PORT 4'SCH40 PVC 4"SCH40 PVC 10"I ia' s 2' EFF. EXISTING 48" UQUID DEPTH �'' LEVEL ADD 1 • SLOPE OF PERF. PIPE = 0.57 � GAS BAFFLE INV.=95.10 PROPOSED INV.=94.93 -I BACK �' INV.=95.86 D—BOX INV.=94.83 66' EFFECTIVE iLENGTH (CENTERLINE) LP (VERIFY) i INV. EL.=94.50(END) EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) 22 9 �6 MAINTAIN 27. GRADE (MIN.) OVER S.A.S. S) 9' � II NOTES: 2" LAYER OF 1/8"-1/2" DOUBLE WASHED STONE Ste\` in 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=95.33 INVERTS, PRIOR TO INSTALLATION. INV. EL.=94.83 3/4"-1 1/2" DOUBLE 2) D—BOX SHALL BE SET LEVEL AND TRUE TO 2' WASHED STONE GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=93.50 1.11i 0.00 INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3- 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF ONE 2'x3'x66' / 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. LEACHING TRENCH AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. NO G.W. EL: 86.5 — SEPTIC SYSTEM PROFILE 4 NOTE: MEASUREMENTS ARE TO THE SOIL ABSORPTION SYSTEM (SECTION) OUTSIDE CORNERS OF TRENCH. N.T.S. SOIL LOG DESIGN CRITERIA DATE: APRIL 5, 2017 (REF P#15,317) NUMBER OF BEDROOMS: 2 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) WITNESS: DONALD DESMARAIS R.S. S.A.S. LAYOUT SOIL TEXTURAL CLASS: CLASS I HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— 1 DEPTH ELEy. TP-2 DEPTH DAILY FLOW: 220 G.P.D. 97.5 A 0" 97.6 A 0" DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM 10YR 4/2 GARBAGE GRINDER: NO 10YR 4/2 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 97.1 5" 97.1 6" B B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM 10YR 5/8 10YR 5/8 .74 GPD/SF 94•7 34" 94.6 r36" C C INSTALL ONE 2'DEEP x 3'WIDE x 66'LONG LEACHING TRENCH WITH 32E/50" PROPOSED SEPTIC SYSTEM UPGRADE PLAN STONE AND SCHEDULE 40 PERFORATED PVC DISTRIBUTION LINE M-C SAND M-C SAND 19 FRANKLIN AVENUE, HYANNIS, MA SIDEWALL: 2 TRENCH x 2 SIDES ' x 66' 5Y 6/4 2.5Y 6/4 / 264 SF 2. Prepared for: Shane Pacheco, 81 Jasper Road, Marstons Mills, MA 02648 MA SIDEWALL(ENDS): 2 ENDS/TRENCH x 2' x 3' 12 SF Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: 3' x 65................................................ = 198 SF P.T.M. 150-17 Engineering Works, Inc. N.T.S. TOTAL AREA:..............................................................................474 SF DATE CHECKED SHEET NO. 86.5 132" 86.6 132" 12 West Crossfield Road, Forestdole, MA 02644 6/1/17 P.T.M. 2 Of 2 DESIGN FLOW PROVIDED: 0.74 GPD/SF(474 SF) = 350.8 G.P.D. NO GROUNDWATER, PER RATE: <2 MIN:/IN. (508) 477-5313 I LEGEND o N EXISTING SEPTIC TANK -- 98 -- EXISTING CONTOUR 'fie, TOP OF TANK, EL.=97.19f x 100.98 EXISTING SPOT'GRADE �yo 1NV.(OUT)=95.86f(VERIFY) S 15'40 49 W W EXISTING WATER SERVICE ROUTE 28 y 40.67 b G EXISTING GAS SERVICE TEST PIT Rd 97• -- _ � 97.57 Locus BENCHMARK v BENCHMARK o % TP-1 + ` CONC. PAD 77 ,40 97.7 _ ' I a 0 EL.=98.52 / TP-2 I i I_ EXISTING LEACH PI T o o TO BE REMOVED-SEE NOTE 11 I C5 M Eldridge Patton _ I i 10' Ave. 98.06 8.52 65,PG 101 98.16 I i LOCUS MAP F8 x 97.82 98.36 / NOT TO SCALE x ---J 98.11 HOUSE(#23) x 98.25 GENERAL NOTES: 0Q)� T.O.F.=98.78f 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL h FF=99.IJ± x 98.07 BOARD OF HEALTH AND THE DESIGN ENGINEER. �� (SLAB) Z 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 98.66 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE COry0' x LOCAL RULES AND REGULATIONS. 98.82 O 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR x TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 98.48 x NO Cn 4 DESIGN ENGINEER. / -- , 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING .,/ �9� - FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �j'� /^\ ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. + \� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF -- - THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 99.25 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99.52 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. LAMP 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS CBd 1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 99.16 k°+ DIRECTED BY THE APPROVING AUTHORITIES. `0qq 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY + THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 99.77 CONSTRUCTION. w 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS LO LOT 52 �P��� OF MIN THE AREA gss9c REPLACE WITHBCLEANH AND SAND AS SPECIFIED N SIDES 31 O CMR THE 255(3).S. AND 1 1,180 tSF = yG 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE X 99,60 PETER T. INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. PARCEL ID: 292-035 U cE�LEE N 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND \ NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 99,95 No. 5109 N 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 99.45 X A C1 j O SYSTEM COMPONENTS NOT SHOWN ON THE PLAN DRI V�WA I' EVERGREEN HEDGE x FS 10 93 69 PROPOSED SEPTIC SYSTEM UPGRADE PLAN N 15'40'45" E - 4 ( ( f (-) J__ _- 19 FRANKLIN AVENUE, HYANNIS, MA 99.05 98.93 Edge of Pavement 98.84 Prepared for: Shane Pacheco, 81 Jasper Road, Morstons Mills, MA 02648 MA OWNER OF Engineering by: SCALE DRAWN JOB. NO. Y FRANKLIN AVENUE P.O. BOX PACHECO, W NE Engineering Works, Inc. 1 =20 P.T.M. 150-17 174 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. HYANNIS, MA 02601 (508) 477-5313 6/1/17 P.T.M. 1 Of 2 i I NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=95.3 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER ,OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & �� � OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT COVER SET TO 6" OF GRADE T.O.F.=98.8t F.G. EL!=98.0(MAX.) CHARCOAL F.G. EL.=98.Of F.G. EL.=97.8f F.G. EL.=98.0t EXISTING MAINTAIN 2% ADE MIN OVER S.A.S. SET REBAR FOR LOCATING— ' L = 16' L = 2' ONE 2'x3'x66' LEACHING TRENCH WITH INSPECTION ® S=1% (MIN.) ® S=1%% (MIN.) SCH 40 PERF PVC DISTRIBUTION LINES PORT 4"SCH40 PVC 4'SCH40 PVC 10"I 14" s 2' EFF. EXISTING 48" UOUID DEPTH LEVEL ADD INV.=95.10 PROPOSED INV.=94.93 SLOPE OF PERF. PIPE = 0.5% tJ GAS BAFFLE BACK INV.=95.86 D—BOX 66' EFFECTIVE LENGTH (CENTERLINE) (VERIFY) INV.=94.83 INV. EL.=94.50(END) as ¢8 FL EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) �� MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 229 76 S> NOTES: 2" LAYER OF 1/8"-1/2" DOUBLE WASHED STONE �6+`\ 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=95.33 \ INVERTS, PRIOR TO INSTALLATION. INV. EL.=94.83 3/4"-1 1/2" DOUBLE 2) D—BOX SHALL BE SET LEVEL AND TRUE TO 2' WASHED STONE GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=93.50 / / INCH CRUSHED STONE BASE, AS SPECIFIED IN / / 310 CMR 15.221(2). 3' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF ONE 2'x3'x66' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. LEACHING TRENCH AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. NO G.W. EL: 86.5 — SEPTIC SYSTEM PROFILE NOTE: MEASUREMENTS ARE TO THE SOIL ABSORPTION SYSTEM (SECTION) OUTSIDE CORNERS OF TRENCH. N.T.S. SOIL LOG DESIGN CRITERIA DATE: APRIL 5, 2017 (REF P#15,317) NUMBER OF BEDROOMS: 2 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S. S.A.S. LAYOUT HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP—2 DEPTH DAILY FLOW: 220 G.P.D. 97 5 A 0" 97.6 A 011 DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO 0YR 4/2 10YR 4/ 2 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 97.1 5" 97.1 6" B B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM .74 GPD SF 10YR 5/8 t0YR 5 8 / 94.7 34" 94.6 36" INSTALL ONE 2'DEEP x 3'WIDE x 66'LONG LEACHING TRENCH WITH C C 32E/50" PROPOSED SEPTIC SYSTEM UPGRADE PLAN STONE AND SCHEDULE 40 PERFORATED PVC DISTRIBUTION LINE M—C SAND M-C"SAND 19 FRANKLIN AVENUE, WANNIS, MA SIDEWALL: 2 SIDES/TRENCH x 2' x 66. 264 SF 2.5Y 6/4 2.5Y 6/4 = Prepared for: Shane Pacheco, 81 Jasper Road, Marstons Mills, MA 02648 MA SIDEWALL(ENDS): 2 ENDS/TRENCH x 2' x 3' ............. 12 SF Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: 3' x 65................................................ = 198 SF N.T.S. P.T.M. 150-17 TOTAL AREA:..............................................................................474 SF Engineering Works, Inc. 86.5 132" 86.6 132" 12 West Crossfie►d Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(474 SF) = 350.8 G.P.D. NO GROUNDWATER, PERC RATE: <2 MIN./IN. (508) 477-5313 6/1/17 P.T.M. 2 of 2 i y