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0058 NYES POINT WAY - Health
58 NYES POINT WAY Centerville A = 233-016 1 . I TOWN OF BARNSTABLE LOCATION 5$ 0u c S 'Po►n-f Wau SEWAGE# ZO 2.0 - 0 ) VILLAGE Crnar ASSESSOR'S MAP&PARCEL 133 • 11, INSTALLER'S NAME&PHONE NO. 3 EXCra�^�t o,n y`11. OL53 SEPTIC TANK CAPACITY /SOO Q0.I Fay 1 -TAPJK 15"00 qgd S T LEACHING FACILITY:(type) Gccri'loe.j O taLeti.:h_a (size) 10 X30 NO.OF BEDROOMS Z OWNER d PERMIT DATE: J.I L. Z O COMPLIANCE DATE: 3 60 2 O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY At- Il ,L„ BI " � 19'3 AZ• Z2' 32 22 A3- Z4l.5" d33- I$ ' ` Fro n� 18►- C3�1'° - R4• z� L As. PA5• Ise Ai• 3 L'S' x Z,4 AT /AS. So A9 ' ZyFil 9 - . s ;No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes fiplitation for Misposal *pstrm (Construction Vermit Application for a Permit to Construct(J) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. $ Nye S Qo•n} W wy Owner's Name,Address,and Tel.No. Fceder icL Rose n!N on 58 N cs 9& Assessor's Map/Parcel 23 1(0 ^I Wa y, (¢ct�Ccv\� 3 Installer's Name,Address,and Tel.No. (3 3(3 Cavan'.on lnc Designer's Name,Address,and Tel.No. Ror► kd C,ad:Jk caC. 3 4. 900+e. 130 Sandw�C,4, Ma PO box 2Sg �12s} ya, , QV j, Mo, Type of Building: Dwelling No.of Bedrooms Lot Size 9,550 sq.ft+/- Garbage Grinder(NCO Other. Type of Building 14 L o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2 Z O gpd Design flow provided 22 2 gpd Plan Date -7'ag r' l $ Number of sheets 2 Revision Date Title Size of Septic Tank 1500 1I000 pt ,mp &ac 1p,�T pe of S.A.S. Geo Plow cir rp sp- P—m Description of Soil Sce. Plan Nature of Repairs or Alterations(Answer when applicable) losio,ll I K'0O no\l0 c, +Qr& LJ J Micro-crosi Vn;- r I1000 Gallon npmn C-ho.Mbor and Cleo -�(oU SAS 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. Signed Date ZO Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 7;t V Date Issued ��� � � AA ti No. t . Fee THE COMMONWEALTHOF MASSACHUSETTS Entered incoinputerF?Yes PUBLIC HEALTH DIVISION - TOWN_ OF BARNSTABLE, MASSACHUSETTS pplication for Misposal *pstrm tonstruction 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.Fr e 4 e ,c.IL Jr`b Nt�S o,n Assessor's Map/ParceT Installer's Name,Address,and Tel.No.(h 3!3 {', c Designer's Name,Address,and Tel.No. �c ne.1 cl rl,i c 3�c1 ►2iou+e 30 arvl,., ,rrM, ' Type of Building: Auld Dwelling No.of Bedrooms Z - Lot Size �, S S p sq.ftt/ Garbage Grinder Other Type of Building S No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4 Design Flow(min.required) gpd Design flow provided '� gpd Plan `Date -7 13 9t Number of sheets 2 - Revision Date } r .am * Title Size of Septic Tank 1 S no �r 1 C10n r4 " Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) I�c��st�t,"�� S^- �'��6�� y 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. , Signed cl Date Application Approved by Date Application Disapproved by .Date for the following reasons v Permit No. /) ")4 00(f `� Date Issued T 1 THE COMMONWEALTH OF MASSACHUSETTS S `'�`� BARNSTABLE,MASSACHUSETTS P4' Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(f) Repaired( ) Upgraded( ) Abandoned( )by at C- p„, .� _, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.ejQj jI dated�'7 Installer (� (t �, �E 1T�_ � Designer �o h rl CtL-Xkir c c #bedrooms v „ ,A eed design flow n gpd The issuance of this permit shall not be construed as a guarantee that the system will cti y as designed. Date �/, / Lg Inspector VV i No. !1 � ' Fee 1.50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Nsposai *pstem Construction Permit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System located at �� 1, P r, 9"} and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date ��r ��� Approved by Ls, Town of Barnstable Regulatory Services Thomas F. Geiler, Director • BARNSTABLE, 9� MASS. ��� Public Health Division M"�a Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 3 q zo Designer: �� , {� � � S Installer: BiB 6snuAxo Address: ��2 Address: Y 4 1?=t 130 (�`G �Z3 © 2h5j� On D was issued a permit to install a (da } (installer) septic system.at 5 g t &S P01471— WAV based on a design drawn by (address) . DNA I��J C dated V 7 16 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. �pLjN OF N (Installer' igna re) �o�� RONALD cya JAMES . CADiLLAC y io6o ; # F� � c c Q'op;d�C� (Designer's S' tore) (Affix fA Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form Bio-Micrubics,Inc.-MicroFASTO,HighStrengthFAST®,NitriFASTO Page 2 or3 Commonwealth of Massachusetts Revised General Use Certification Executive Office of Energy&Environmental Affairs Issue Date:February 19,2013 Technology Description Department of Environmental Protection One Winter Street Boston,MA 02108.617-292-5500 The System is a Secondary Treatment Unit(STU). The System,MicroFAST®0.5,0.75,0.9, 1.5,3.0,4.5 and 9.0,and FighStrengthFASTO 1.0,1.5,3.0,4.5 and 9.0.and,NitriFAST0 0.5, DEVAL L PATRICK RICHARD K.SULLIVAN JR. 0.75,0.9,1.5,3.0,4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone Governor. aac,ecary and an aerobic biological zone.Solids settle in the primary settling zone that is quiescent. In the TIMOTHY MURRAY KLNNETH L.K;.VM L aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the L—,„ar, surface of the submerged plastic media;they reproduce by consuming the organic material in the sewage. GENERAL USE CERTIFICATION Conditions of Approval Pursuant to Title 5,310 CMR 15.00 The term"System"refers to the STU in combination with the other components of an on-site Name and Address of Applicant: treatment and disposal system that may be required to serve a facility in accordance with 31.0 CMR 15.000, Bio-Microbics,Inc. 8450 Cole Parkway The term"Approval"refers to the technology-specific Special Conditions,the Standard. Shawnee,KS 66227 Conditions for General Use Certification of Secondary Treatment Units;the General Conditions Trade name of technology and models:IvlicroFASTR Treatment System, of310 CMR 15287,and any Attachments. Models:MicroFASTO 0.5,0,75,0.9,1.5,3.0,4.5 and 9.0;I-IighStrengthFAST®Treatment System Models HighStrength FASTO 1.0, 1.5,3.0,4.5 and 9.0 and NitriFASTO Treatment For Secondary Treatment Units that have been issued General Use Certification for the System Models NitriFASTR 0.5,0.75,1.0,1.5,3.0,4.5 and 9.0(all hereinafter called the installation of a System to serve a facility where the site meets the requirements for new "System"). Schematic drawings illustrating each System,a design and installation manual,an construction and the design flow is less than 2,000 gpd,the Department authorizes reductions in owner's manual,an operation and maintenance manual,and an inspection checklist are part of the effective leaching area(310 CMR 15.242),subject to the Standard Conditions that apply to this Approval. all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Transmittal Number: X236074 Date of Issuance: Revised February 12,2013 Special Conditions Authority for Issuance 1. The System is Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval,the System shall comply with all the Pursuant to Title 5 of the State Environmental Code,310 CMR 15.000,the Department of "Standard Conditions for General Use Certification of Secondary Treatment Units",except Environmental,Protection hereby issues this General Use Certification to Bic-Microbics,Inc. where stated otherwise in these Special Conditions. 8450 Cole Parkway,Shawnee,KS 66227(hereinafter"the Company"),certifying the System described herein for General Use in the Commonwealth of Massachusetts. The sale,design, 2. The System is approved for facilities where the design flow is less than 10,000 gpd and installation,and use of the System are conditioned on compliance by the Company,the Designer, where a conventional system with a reserve area exists or can be built on-site in full the Installer,the Service Contractor,and the System Owner with the terms and conditions set compliance with the new construction requirements of 310 CMR 15.000 and has been forth below. Any noncompliance with the terms or conditions of this Certification constitutes a approved by the local approving authority. violation of 310 CMR 15.000. a 3. The MicroFAST®0.5,0.75 and 0.9,I-EghStrengthFASTO 1.0 and NitriFASTO 0.5,0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. February 19.2013 4. The MicroFAST®;]dighStrengthFAST<8>and NitriFASTGR 1.5 are installed in the second David Ferris,Director Date compartment of a two compartment 3,000-gallon tank constructed in accordance with 310 CMR Wastewater Management Program, 15.226. Bureau of Resource Protection This Information Is avaltw.In att—te format.cats mlchelle Waters-Ekanem,Diversity Director,at 617.292-5751.TDD#1.866.539.7622 or"17-574.6868 w072368 MessDEP VVOsits:www.mass.gw/dep Printed an Recycled Paper !' ID Bio-Microbics,Inc.-MicroFASTO,HighStrengthFAST®,NitriFAST® Page.3 of 3 Revised General Use Certification Issue Date:February 19,2013 5. The MicroFASTO,HighStrengthFASTO and NitriFAST®3.0,4.5,and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank,designed in accordance with 310 CNM 15.223 and 15.224,and the soil adsorption system(SAS). 6. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228(2). The primary settling tank shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes,over the inlet and outlet of the primary settling tank,shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System. 11,072368 r min (R)a3i T.,m INCORPORATED FIELD INSPECTION & SERVICE REPORT FAST® wastewater treatment systems INSTALLATION AUTHORIZED SERVICE PROVIDER Installation Address Name Owner Name Street Mail Address Mail Address city State Zip city State Zip Phone Fax Phone Fax e-mail e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout MAINTENANCE PERFORMED EQUIPMENT YES NO AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment Unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(options) LIMIT RESULT Estimated Daily Flow H Standard Units 6-9 S.U. Color Clear Temperature Odor Slightly Musty odor not septic) OWNER SIGNATURE j TECHNICIAN SIGNATURE SERVICE DATE 1 wF ,, wastewater T Rronaa treatment systems Better Water. Better World." w i t h S F R,, FAST Service Manual FOR USE NTH (NSF Std 40&245) MicroFASf 0.6, 0.626,0.75,0.9, 1.6 (non-NSF.certified) MicroFAST8 3.0,4.5,9.0 (ETV/EPA tested) RetroFAST®0.150,0.250,0.375 NitriFAST'0.5, 0.625,0.75, 0.9, 1.5, 3.0,4.5,9.0 HighStrengthFASf 1.0, 1.6, 3.0,4.5, 9.0 y, 7 yyy�Yy �yy � » k 19 �' 1 �3,,y+ 461 T r a f1S.SWl ;wastewa�gr r �� � �`gi�y SY8311}GF1�� C�almaeter"s� � ystemsk,; 0 y�w p �{ A a. Y � ,,,qv d` e FAST Service Manual©2012 Bio-Microbics,Inc.Revised December 2012. FAST,MicroFAST,RetroFAST,NitriFAST,HighStrength FAST,and SFR are registered trademarks used under license. SERVICE MANUAL � FOR USE WITH FASr SYSTEMS: (NSF®Std 40/245 cert.) MicroFAST®0.5,0.625,0.75,0.9,1.5 (Non-NSF cert.) MicroFAST®3.0,4.5,9.0 (ETV/EPA tested) RetroFAST®0.150,0.250,0.375 NitriFAST®0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFASr 1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION All FAST®products are ETL certified for safety(electrical,environmental,etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International,the MicroFASTO 0.5, 0.625, 0.75, 0.9 and 1.5 systems meets NSF Standard 40, Class 1 and Standard 245 certifications for wastewater treatment devices. If you have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST (3278) or (913) 422-0707 e-mail: onsite&iomicrobics.com About FAST®: The FASTO(Fixed Activated Sludge Treatment)system uses naturally occurring bacteria(biomass)to treat sewage for dispersal into the environment This continuous process provides the biomass with waste (food) and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the tank for periodic removal. The FASTO process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe. The air supply pipe and draft tube create an air lift. The air lift mixes oxygen and waste throughout the media inside the tank. Bacteria grows on the media and digests the waste.A vent pipe expels harmless vapors created by the process. _ GENERAL LAYOUT. R A.Blower and Housing B B.Control Panel A� O D r" w aE � C.Air Line Piping k : D.Vent(s)and Observation Port E.Access -- H F.FAST®Unit , F e G.Tank Prima Zone y Secondary'Zone144 H. Outlet to Drain field G q PLEASE NOTE Adequate pump out must be provided for primary and secondary zones.There maybe ancillary equipment associated with your system: pump(s)(before and/or after the FASTO unit),a distribution box,a disinfection system,an irrigation system,a remote alarm,or auto dialer,etc. t � SYSTEM COMPONENTS Z �Y A 1 mow Mill - � #� � � tt yT � 1 � .li i 1•�-'r==�L9:1llWl7 . • 1. 1 Feet Option y-r Lid Opti n E COMMON NAME 1. Blower Housing 7. 4"Outlet Gasket 2. Blower(with blower 1/0 piping,Inlet Filter Assembly, 8. Foot Top(foot option) blower and housing screws not shown) 9. Foot Bottom(foot option) 3. Louver 10. Foot Screws(foot option) 4. Liner 11. 6"Observation Port Gasket(lid option) 5. Recirculation Trough 12. 2"Air Line Gasket(lid option) 6. Air Lift 13. Lid(Optional)(Not with MCF 4.5 or 9.0) REGULAR SERVICE MAINTENANCE Always secure all access covers to prevent unauthorized people from entering the tank.Only qualified service personnel should open access ports and/or VN covers.Infectious organisms exist in a septic tank.If any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. DO NOT use an open flame or cause a spark near aseptic tank's access points. Gases emanating from septic tanks can explode it ignited or deadly if inhaled. Clear Blower Housing intake of obstructions. I I I r t Vent(s)and Observation Port- ,.;... Check for obstructions - ALARM-Check audio&visual -m -e The FAST® S Stem'S blower ,. s alarm by turning off breaker on front y of panel.Wait 19 second for delay. makes a constant humming ' noise, much like a household refrigerator. Under normal BLOWER-Confirm, SOUND conditions,the blower should last blower is operating r >�,+ 5+ years without need for correctly.Clean Filter - replacement If an unusual noise etement inside blower f w, EFFLUENT-Observe effluent intake assembly. ` after FAST.it should be clear is heard, refer to the Trouble- ' ;vith a'musty"odor(not septic). Shooting Guide. A musty, earthy-type of odor is -,.",I INTERNALS-Check reaction - - normal. However, if a sewage chamber for vigorous splash. ODOR odor(rotten egg smell)is detected, Remove bio-solids periodically r `1 t � refer to the Trouble-Shootin (check procedure listed under i f f4t;'� 9 "Maintenance Checklist-Tank t 1 t,t SAMPLING Refer to Guide. Pumoina Procedure"section of f` t tt', COLLECTION OF A properly loaded and operated EFFLUENT SAIv1PLE" p FAST® system WIII rOdUCe section of this manual. y SIGHT effluent that looks like tap water.if the effluent is turbid, opaque, or suddenly changes, refer to the Trouble-Shooting Guide. T DO'S & DON'TS......What can 1 put down the drain? Please refer to the list below for important information on how to help keep your treatment system performing as it should. I Introducing harmful or damaging substances into the Msrsystem may void the warranty. Do not pact these items down the drain: FOOD WASTES ANIMAL BONES/COFFEE GROUNDS/CORN COBS/EGG SHELLS/SKIN/FRUIT PEELS/MELON RINDS/HOME BREWERY WASTE PERSONAL PRODUCTS BANDAGES/CONDOMS/SANITARY NAPKINS/WET WIPES/DISPOSABLE DIAPERS CHEMICALSMXINS AUTOMOTIVE FLUIDS/CAUSTIC CLEANERS/DRUGS/FLOOR STRIPPER/HARSH DETERGENTS/HERBICIDESIL / MEDICATIONS/PAINTS(OIL-BASED)/PESTICIDES/AMMONIUM CHLORIDE CLEANERS/SOLVENTS/THINNERS OTHER PRODUCTS CAT LITTER/CIGARETTE BUTTS/CLOTH TOWELS/FILM DEVELOPING WASTE /METAL OBJECTS/MODELING CLAY/ PAPER TOWELS I SCRAPS/PLASTIC BAGS/PLASTIC OBJECTS I RAGS /RV WASTE RECORD KEEPING DISINFECTANTS /CLEANERS Keep copies of all system drawings/plans of the sitefinstalled Use citric acid, chlorine, or biodegradable cleaners equipment/semice. records .with. all other..home appliances according 40 the `manufadttrei's recommendations: documents.Record allapp/icab/einformation. Products containing ammonium chloride compounds or LAUNDRY pine oil-based cleaners should not be used. Use drain Spread wash loads throughout the week. Instead of liquid cleaners as a last resort to unclog pipes. fabric softener, dryer sheets should be used. Use low- GARAGE AND WORKROOM suds, biodegradable and low phosphate detergents,dike Drains from these areas should be diverted away from your Mighty Mike®from Scienco/FAST(mmmsciencofastcom). septic system. Petroleum-based products and saw dust should not enter the system. LEAKY FIXTURES Large quantities of water are added to your wastewater MEDICATIONS system when you have leaking fixtures. Timely detection DO NOT FLUSH UNUSED MEDICATIONS DOWN THE and repair can help to maximize the life of your system, DRAIN. Unused medications should be returned to the especially the drain field. pharmacy, doctor,or thrown away in the trash. NOTE.•As the human body absorbs :520% of these medications, WATER SOFTENERS please notify your service provider of medications taken The FAST®process may tolerate discharge from properly frequently or used intermittently in the house. This could operating softeners.that backwash as needed.based on.. reduce troTubleshobting..efforts and possib►y your water usage (DIR)vs. timer operated systems, if allowed maintenance bill. by your local regulatory authority. However, these discharges can possibly damage other parts of the septic SEPTIC TANK ADDITIVES /ENZYMES system. The wastewater in the system typically contains all the FOOD WASTES required bacteria for proper operation. Commercial additives are most often unnecessary; and may do more Garbage disposal waste is acceptable-if allowed by your harm than ocod. local regulatory authority. However, it may lead to more y frequent removal of solids from your septic tank. Please PAPER PRODUCTS dispose of large quantities of food in the garbage. Use single- or double-ply, non-quilted, white toilet paper FATS, OILS m& GREASE products. Some color dyes in the paper cannot be eaten by natural bacteria.Non-bleached paper(brown in color) Too much grease (i.e. animal fats, vegetable oils;lard, etc) takes longer to break down and can therefore increase put down the drain may overload the system and prevent the pump out frequency of your tank.Avoid flushing paper the bacteria from fully breaking down the waste. towels,napkins,wipes,or other thicker paper material. r Always secure ailaccess covers,to prevent unauthorized people from entering the tank.Only qualified service personnel should open access ports and/or covers.infectious organisms exist in a septic tank.if any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. DO NOT use an open flame or cause a spark near aseptic tank access points.Gases emanating from septic tanks can explode if ignited or deadly ff inhaled. MAINTENANCE CHECKLIST TRAFFIC Ensure that the FAST®system has not been damaged due to excessive weight loading(>1,750 lb.point load.)Only normal yard traffic(lawn mowers,etc.)is acceptable.Traffic bearing(H-20)tanks can be made for use with FAST®(w/feet).Consult local distributor or the factory for guidance. BLOWER OPERATION DO NOT turn off the blower(unless testing alarm).Treatment quality and drain field life could be reduced.Check the blower for proper function.Clean the blower's inlet air filter element.The blower can be operated by a timer in certain situations.Contact your local Bio-Microbics distributor for more information.If the blower is malfunctioning please refer to the'Troubleshooting Guide'or Blower Replacement Section located in this manual. ALARM PANEL AND ALARM SOUNDS The alarm has a—10 second built-in delay.Test the audible alarm by turning the blower OFF. To silence the alarm,use the"RESET"button on the panel's front.If the alarm is activated for an unknown reason,please refer to the"Troubleshooting Guide"located in this manual. VENTS,ODORS,AND INTAKES Clear the vent(s)and blower housing intakes of any obstructions.Please refer to the"Troubleshooting Guide"located in this manual if you detect septic odors coming from the FAST®vent as this may indicate a problem with the system. WATER QUALITY effluent should be clear and odorless. All FAST®systems are capable of exceeding the USEPA standard for secondary wastewater treatment (40CFR, part 133.102) depending on how they are applied, sized, installed and operated. If samples are required please refer to the "Collection of Effluent Sample'section below. BIO-SOLIDS (SLUDGE) LEVELS Scheduling sludge removal depends on the size and design of the septic tank. Check the sludge levels in both tanksicompartments by inserting a sludge-measuring instrument and taking measurements in multiple locations in each compartment of the tank(s). Pump both compartments/tanks if the sludge is: 1. 18"deep in the primary settling tank or is within 6"of the connection point between the settling tank and the secondary/treatment zone;and/or 2. Within 3"-4"of the bottom of the FAST®unit in the treatment tank. To determine the proper measurement for#2 above, measure the total liquid depth of the treatment tank (containing the FAST®unit) using a sludge- measuring instrument. Take that value and subtract the height of the FAST®product(in the table below). The result is the total sludge storage height available in the tank. t All stricter,applicable regulations ALL RetroFAST® 27" [68.5 cm] supersede these operational directions. FAST® Models 0.5, 0.625, 0.75, 0.9, 1.5, & 4.5 31" [79 cm] Always pump out both zones,even if FAST® models 3.0 & 9.0 55" [140cm] on/y one zone may require it. TANK PUMPING PROCEDURE V,I CA7ia3►]�JJAI:! ��rry �� Only qualified service personnel should open access portslcovers.If any contact is made with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. Avoid pumping down after periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause I ' the tank to float up and become dislodged. 1. Open the access ports/cover(s)and insert the hose.Always pump out both settling and treatment chambers of the system,even if only one side requires it. 2. Once the unit has been pumped out,immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment Close the access ports/cover(s)making sure it is watertight 3. Properly dispose of the solids removed in compliance with local and state regulations. COLLECTION OF EFFLUENT SAMPLE Please contact your local distributor or Bio-Microbics for a copy of the"Testing Protocol"document Important All samples must be collected, stored,transported and tested according to the"Testing Protocol"document by Bio-Microbics and the most current version of Standard Methods. OTHER SYSTEM COMPONENTS(ifapplicable) Check LIXOR®PRE-AERATION DEVICE blower,inlet filter,blower housing,and air delivery system for proper function. Check INFLUENT BIOSTEP®PUMP(S)for proper function.Clean the screening device by using built in swab or other method. Check SANITEE®EFFLUENT SCREEN(FILTER)or other screening device.Clean by using the built in swab or other method. DISPERSAL SYSTEM(not by Bio-Microbics)Follow manufacturer's recommendation. TROUBLESHOOTING GUIDE Contact factory or local distributor for all other issues: (913)422-0707 ooa ➢Breaker has tripped-turn blower switch ON. If the switch will not stay ON,see next steps... C ii b t m ➢Breaker trips after 2-3 seconds-blower is over amping-electrician needs to check blower wiring. ZI0 P y Breaker trips immediately-electrical system has a short-electrician must investigate _g • m ➢Blower is seized-cooling fan will not spin freely with power OFF-replace blower-call service provider E ➢Water Level is high-check the water level in the unit. Water level should be 2-3 inches above the media.Water level high? YES: U�yy� consult distributor. NO:Go to next step, QJ 4 . m ➢Liquid Level Switch Present-NO:Go to next step.YES:Check if wired in the same conduit as 90 VAC or higher wires(a violation .o of electric code NEC/IEC). If YES:Wires will need to be separated.)-If N0:Switch may need adjusting. Turn switch's Allen screw clockwise,wait-10 seconds for alarm to"catch up". 3 ➢Current Sensor Present-YES:Open panel and find"Diagnostic LED's"in the upper right hand comer. Note which light is lit and m m consult the distributor. NO:Consult distributor a ➢Vent is undersized or Vent(s)or airline is blocked or broken-Check specifications for vent sizing requirements. Remove 4 blockage or repair vents or airline. Blockage in ➢Check all piping for blockage,including all interior tank piping and effluent piping, i network. P P 9 9 9 P P 9 P P 9• Mechanical ➢Pump is not running-have qualified person check pumping system for mechanical and/or electrical failures. _ failure of ancillary ➢Pump's Level Controls are improperly set,have failed,or pump too much volume per dose. Have service provider check/adjust equipment pumping system. Mechanical ➢Blower operating-NO,check"blower is not running"above,YES see next step . failure/Air line break ➢Proper splash in reaction chamber-NO-air line is broken,YES see next steps Decrease settling tank volume-easiest done with a pumping system which can then pump the tank C N 6 N o s ➢Move vent-re-locate the vent to a location where the prevailing winds will catch odor. ➢Place a carbon filter on the end of the vent pipe-only use a filter that will create less than 0.1 psi of back pressure. g s d y ➢Create bio-filter vent-create a remote vent by placing a well perforated vent line in a trench with shredded bark mulch-contact local installer - 3"Phase installed ➢Switch any two"hot legs" at the panel or blower AFTER turning OFF the power. Only a QUALIFIED electrician can do this work. incorrectly power After rewiring,it may be necessary to dry the blower's internal parts. outoi hasaor _ single-Phase ➢Some blowers have wires numbered"5"and"8".After turning OFF the power,switch these two wires.Only a QUALIFIED electrician (which °`a" counter can do this work.After re-wiring,it may be necessary to dry the blower's internal parts. ter-do dockwsei-. nstalled mcorrectl ➢Blower housing can be supplemented with additional sound reducing measures,contact your service provider. Blower noise is an annoyance at site ➢Blower may be re-located from its current location and can be placed up to 100 ft away from unit. ` Blower is ➢Vibration between the blower and housing-tighten or place rubber washers in mounting screws between blower and housing �. shaking or makes a loud, ➢Blower bearings are going bad-replace blower now or wait for it to seize up whmy Inoise. ➢Toxic substance in system,check for even growth in reaction chamber Many solids detected:in ➢Pump out required-refer to"Bio-Solids Levels"under"Maintenance Checklist'section c@ effluent ➢Other-call service provider Water entry ➢Move blower above flood level from outside' ➢Check blower rotation-see"Blower runs backwards"section above = Blower is siphoning. ➢Move blower to location higher than the FAST®system , . I 1 BLOWER OFF: SEASONAL / INTERMITTENT / SFRO CYCLE USE The FAST® System will function normally even if there is no wastewater flowing during short periods of vacancy. FAST@ wastewater treatment systems allow the blower to be turned on and off in certain situations(normal FAST operation employs a continuously operating blower).This feature has been tested and successfully incorporated into the FAST system design for several years and has proven very beneficial in certain circumstances. Examples of suggested operational procedures: • Summer use property(shutdown all winter)-blower should be turned off at end of summer and restarted at least seven days prior to returning. Please contact your local service provider to restart the system and check with local regulations. • Weekend property (used at least once every three weekends) - maintain normal operation or utilize FAST's SFR®blower timer feature on control panel. • SFR®(Sequencing Fixed Reactor)feature(blower timers)feature found in every FAST@ panel allows the blower to be cycled "off'and"on" for a period of time. These settings can be used to save power or to enhance the denitrification performance. If a FAST system is providing satisfactory reductions in BOD5 and TSS(<30/30 mg/L)then the SFR@(equipped on all FAST@ control Panels)feature can be employed. Important:Consult your service provider and local regulations prior to any system changes. BLOWER REPLACEMENT M MMEM All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. Hazards exist in confined spaces such as a septic tank.All confined space precautions must be followed if entering a tank.Always keep tank openings covered during storage and installation When replacing a blower follow the steps below.If relocating the blower run the electrical supply conduit from the control panel to the desired blower location. Air line piping from the blower to the FAST®unit may NOT exceed 100 ft[30.5m] in total length and must have <— 4 elbows. The total electrical supply should NOT exceed 150 ft[45 m]. The blower and blower housing must be mounted on a solid base such as concrete to avoid settling. 4 CONNECT SUPPLIED PIECES(refer to picture) a. Longest steel pipe c b. Steel elbow c. Air filter assembly d. Shortest steel pipe e. PVC reducer bushing 41 l I SECURE BLOWER ASSEMBLY to housing base a , ,_ using four supplied #14 x 1/° self-tapping screws. � Drill screws directly into blower base. ne d # RECONNECT AIR LINE from FAST@ unit to blower outlet using required piping. A"quick disconnect"is Liquid Level ' highly recommended to be installed in this Switch" e location if it is not currently in place. NOTE: ALL CONNECTIONS MUST BE AIR AND WATER TIGHT CONNECT INCOMING POWER to the blower at junction box. Follow the FAST® Installation Manual for further instruction. Common wiring diagrams are located at the end of this manual. LIQUID LEVEL SWITCH—NOT required for most new systems. AMI control panel with current sensor replaces this switch. To replace this switch: a) Drill a 3/8'hole in the blower outlet pipe. b) IMPORTANT:Connect low voltage wires to switch before mounting in pipe. c) Insert the switch into the 3/8"hole(nipple first),then glue into place with PVC glue. d) Install low voltage pressure switch wiring back to the control panel according to applicable codes(must not be inside high voltage blower wiring). CONTROL PANEL REPLACEMENT I Always have all utility lines and equipment marked b a locating service for to performing an work. • Y YY 9 W Pe+l ,9 Y Vemmia All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. The FAST@ systems,including all electrical parts,are ETL(UL equivalent)certified for electrical safety.The control panel meets NEMA4X standards for all weather use(not explosive or submerged environments).The total electrical supply should NOT exceed 150 ft[45m]. Bio-Microbics also manufactures control panels that can control other systems,such as UV and sewage pumps.Call your distributor or Bio-Microbics for more information. When replacing a panel follow the steps below. If relocating the panel run the electrical supply conduit from the control panel to the blower location. Keep in mind the electrical supply line should NOT exceed 150 ft[45 m]total. 1. Examine wiring directions inside the supplied FAST@ control panel(also found at the end of this Manual). 2. A dedicated breaker is required in the building's master electrical panel. Make connections between the master panel and FAST@ control panel. 3. Make connections between the blower and FAST®control panel per the electrical diagram. 4. For systems requiring the Liquid Level Switch-connect the switch to the control panel terminals labeled"FLOAT'or"HI Press Input".The newest AMI control panel with current sensor can be used to replace this switch. CERTIFICATIONS tart rt� Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated W:.WAlIA►:J with the system. MicroFAST°0.5, 0.625, 0.75, 0.9, and 1.5 LUL�J_1 LJ_LLLJll _ systems are tested and certified to CBOD5 30 day avg. 25 mg/L 7 day avg. 4o mglL NSF®/ANSI®Standards 40 (Class I) and 245 NSF TSS 30 day avg. 30mg1L 7 day avg. 45 mglL H 1 6-9 S.U. dt".F^W 40 Total Nitrogen 50%reduction of influent ELECTRICAL WIRING DIAGRAMS Only the MicroFASTO 0.5,0.625,0.75,and 0.9 system diagrams are displayed here. Information for larger FAST@ systems ships with those units or can be obtained from Bio-Microbics. AMI 110/220 PANEL a Diagnostic ''- LED's °M�` 4 UV t Lamp Current ,.� jumper Sensor Ribbon jumper „ Cable ' TIMING MODES BLOWER DIP S W P OS. (S I) MINUTES P I Current''~ .,,. i IY' i Sensor S Alarm Out UVh FUSE 2A * ' Timer ,�: . .» , _ f _ { Y Press OnTES T ltl(Jut SRt a Low Press i 2Out On On 00 L N G L N G L N 7 Input TEST= 15 SEC ON 20 SEC OFF Power IN Power OUT UV 00 =ALWAYS ON BLOWER DIAGRAMS ATTENTION: Please refer to side of shipping box for correct Blower. Fuji Model: FUJI VFC 209,100p. 300P N#cscle1.FUJI VFC 209, 100P,300P Powers 110VAC Power:220V 10 Ll to P1 -'L1 to P1 -N to T2,T4 L2 to Ta T1 &T3,cap together -T2$ T'3,cap together Ti,cap off -PZ/Lafert fl, ivlo tel:F SCL�6 Model. FPZ SCL06 Power:110VAC Power: 220VAC, I Juniper U2 to V1 - Ll to"terminal block" Jumper W2 to U1 - L2 to Vi L'1 to"terminal dock" -Jumper W2 to U2 N to white connector Gast 3 , - EgdS .fie R^ "a � .te mom,-3ken- q� Model;CAST ft2903,E 4F3115,GR11t32 Modoi.EAST R2103.1104 5,R1102 Power'.220VAC 10 Power,.110VAC L1 to P1 Ll to P1 L2 to+4 -P2,5,3 cams gogethQr -5,3 aAd 2,cap together P2 cap off 1 111A1TC11 %A!A IMMA 1►ITV L.IIVII 1 G:L/ YVP%r,% V1%1V 1 1 ,4 Bio-Microbics, Inc.warrants every new residential FAST@ system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc.,Bio-Microbics, Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse, aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment Bio-Microbics, Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. { 1 Module System Serial Number: System Designer Name: Designer Phone: Health Official Name: Health Official Phone: Manufacturer Name- Bio-Microbics. Inc. Manufacturer Phone- 1-800-753-FAST(3278) Installed By: Installer Phone: DO�QQ a I N 0 0 N P I R A T H O Maintenance Provider Name: 8450 Cole Parkway - Shawnee,KS 66227 - USA Ph: 913-422-0707 - Fax: 913-422-0808 Maintenance Provider Phone: 800-753-FAST(3278) - www.biomicrobics.com � r fIC0RP0RATE0 16002 W. 110th Street 19 Lenexa, KS 66219 �D Phone 913-422-0707 T Fax: 912-422- 0808 e-mail: onsiteO-biomicrobics.com ❖www.biomicrobics.com ❖ 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to B''o-Microbics, Inc. in order to effect warranty. Date of Start-Up3/10/2020 Date Shipped to End User I 1 Serial # 0211681 OWNER NAME NPT Trust ADDRESS 58 Nye's Point Way CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX 617-947-1027 BIO-MICROBICS DISTRIBUTOR NAME J&R Sales and Service,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham,MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 a • ,� INSTALLER NAME B&B Excavation ADDRESS 14 Teaberry Lane CITY/STATE/ZIP Forestdale,MA 02644 PHONE/FAX 508-802-2993 CONSULTING ENGINEER if applicable) NAME Ronald J.Cadillac ADDRESS P.O.Box 258 CITY/STATE/ZIP W.Yarmouth,MA 02673 PHONE/FAX 508-775-9700 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating o®' 0 Air vent clear ��- Audio Alarm Operating �'' 0 Septic tank level �� BLOWER(S) Septic tank meets min. size Wired for correct voltage r0 -- Septic tank filled to operating level Inlet/outlet piped correctly ,0-- Air Lift Operation 0� 11 Filter element installed Recirculation tube in place 0/ Blower hood secure Fasteners tight 0` Blower works correctly WATER-TIGHT JOINTS Blower located within 100' of ,Q� Treatment unit to septic tank treatment unit Air line clear ,]— 0 Entrance tube to insert cover �,- Air inlet screen clear 0---- Insert to insert cover 0` 0 Blower hood vents clear Discharge line connection 0'' , Factory Authorized Personnel: Title: aura �_ Firm: Wastewater Treatment Sewices, Ince/ 57) Date: r n I wiz t GEOFLOW System Start-Up Date of Start-Up 3/10/2020 Date System picked up/Installed7.� � - OWNER NAME NPT Trust ADDRESS 58 Nye's Point Way CITY/STATE/ZIP Centerville, MA 02632 PHONE/FAX 617-947-1027 General Contractor NAME B & B Excavation ADDRESS 14 Teaberry Lane CITY/STATE/ZIP Forestdale, MA 02644. PHONE/FAX 508-802-2993 GEOFLOW INSTALLER NAME Wastewater Treatment Services, Inc. N ! ,� #j •�!_/�, , ADDRESS CITY/STATE/ZIP ( r a PHONE/FAX ' I CONSULTING ENGINEER NAME Ronald J. Cadillac ADDRESS P.O. Box 258 CITY/STATE/ZIP W. Yarmouth, MA 02673 PHONE/FAX 508-775-9700 P'ret'reatment` 77777 �. FAST . « .: O&M;ofiS`' stem to be; erformed`ti Wastewater Treatment GEOFLOW System Information Electrical Panel Program or Setting Example Pressure Test Comments Pump Off: 55 min./sec. PSI Rate: Pump On: 5 min./sec. Air Vents: D-10.K. Pump Override Cycle: L' 30 min./sec. Return Relive Valve: 0 O.K. Pump Override On: Manual Control Valve: 1'O.K. 5 min./sec. Leaks: ❑ YES ©'NO Spin Clean Filter: 0 O.K. Flush Return Va/lve: K. Alarm: O.K. Installation Procedure ❑ Vibratory Plow L Remove/Replace Additional Comments: Authorized Personnel: Title: J `�` 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 INSPECTION AND TESTING AGREEMENT Fax: (508) 880-7232 Agreement entered into by and between Wastewater Treatment Services,Inc. (herein called WTS)and the FAST®System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected a least 4 times per year for the first year(then reduces to 2 times)with the first inspections beginning L.)I � d These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower.. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST® System. 5) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate, plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse, accident,theft, acts of third persons, forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNER, or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time, injury to person or property, or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. FaBnn 10 re-l"arn pa}=mcim may result hl 511 pens ionofsVI-A,xv. andlor wauanlivs,at Ille elvicli'm ofWITS. ONVINI;R, may liol assig n his canli-ac-I w'i1110a The pr orm".414e •uwstjl!�,of WV& 11 will Temxiu In Jorct'u"111i]n pavqy Cancels by wirlual IvIlce to the affier al tine avldrc-s givc.13 B MANUFACTURER TMODELND. SERI.A.LND. LOCATION ANNN JAL RATE FE. ImArf Bio-,M? ic.r,dbjcs A MiciaFAST p,// CLIAVI-ville"M A i- h G EIOT-IDW S5210,O0 �OIrlej-.Plyeaj) g,9UPMENTOWNIUM, SerAc-es,Int. *Sjp,ed kyOWYNE,Rm NDIPT N, R"Ity Trmst -41Z-�9A] 4-1 ConlinIff6id Sircei. 58y m W es Paiiiv Ilion), TO A02707 Ccn1cj-yfl*,MA 02632 Nsu"C',-�508),88D-,0233 Fax: (508)880-7232 Te'legAoile. LI I - 1 941 I-fe-olve Date of Ageemznj ANNUAL RATE ip-ayinrent'is tar one yrair Only'Iculm9ne-acing Im the efle,CIJVC dale Sel �,Dxfll above alld Js JI-On Cim-rena Dl--'P B.,egiiiiations 3 eq -ral I HAVE UNMERSTA ND TIM',FOTM'GOINQ -Sipedl by OWNER: ( 1p 'T soils;clea"115nkgo ;spina fi"Iter B u d- ! ing of field aj,,xi lines,recordung-of processoran, I-eporml& 11—jel-4 Tesilaw d,mom,trale Ikillbe sYsIrms"are Opmafing at n sseeonrlaa i,Ieataaneaat Standard!o(30 xnVAL of BOD5 and 1"LS-5, The TbIlowing will he per ifunmed: .2) Effiluen'l 1)7H lodriermine if-the waste waleyjs behmeen 6 and 9 standaul uniis- 3) DissolmdOxyg-tn,2mg/L or mom,ID endure that the System JS"Oper-aling. 4) Tufbidily,)less ithanor eq,ual'to 4-D NITU If The effiavent does mol merl efflucill q'i"Jality standards,a grab sample will be coflecied for laborvalary znaii.y5js, Rewulls sent ID as-A-ve,14 as the OANINEER. OWNrIE.Rlis,respojisibie Ibi-providing eac.,eplable access To e bi-loemabJea, effluent for field andd/g ed, I OW VNEIRM IFURFI-Q D,T,W RI E ITF COST FOR IMB ADD IONAL TIE STM WM,Bli:S29P_@D/VjSj T, Em fflueml Testing -State Mqllimm,rn Isare lhvo,(4)gra:b sarnples pear year for the fics-I ycaranti 2 limes: ex year tuner ca,,,Fter f'03, N%vitc.and TKN eat vost Of *Appi-oval for Testing 3JIN"nel's Signature Mchav]mwzwu TrAepbanv (5,DB)8ED-D233 *"YIDIITI"TD gMjS 5IIWk-,dID a yearhy fee for il3gpmarpslable CounlySgulk Tylapagemen't Progr-am *Avinval Rite inehidcs O mite Field Testilm:quarlerbiflicfast"vear inkeper year Ibei-cafirg 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 20, 2020 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System GEOFLOW Subsurface Drip Dispersal System Serial Number: 0211681 To whom it may concern: Attached please find a copy of the Product Registration Report for the FAST Treatment and GEOFLOW Drip Systems; for the startup performed on 3/10/2020 at the home of NPT Trust located at 58 Nye's Point Way, Centerville, MA. Also, attached is a copy of the fully executed Operations & Maintenance Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, haron M. Foster ..',/ Enclosures Ilk 32670 P9168 601 1 DEED RESTRICTION WHEREAS, IJAA L L. �q(set, R &-!u , 7 f A# T'CA , n ra ( VIA (adttress> j-- 1�1R� the owner5of 56 located J (a Tess MA (hereinafter referred to as Lot 1. and being shown on a plan entitled "Subdivision of Land in. C 04-rvrlle- --- t3�rnrSlJ{a�y MA, Property of �ri� W1 iZOs4r>s , et , duly recorded in Barnstable County Registry of Deeds in Plan Book 1 6 a — , Page 91 ; Or on Land Court Plan Number WHEREAS, CA,LnUe 114W as the owner^f said lot ha%v6 (owner me s na ) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 31..0 CMR. 15.000 State Environmental Code,Title V, minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health, as a Pre-condition to granting a disposal works construction permit for a septic system in compliance with 31<0 CMR 15.200,.State Environmental Code, Title 1l, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreernent for the restriction on the number of bedrooms in any house constructed on the lot be prat on record with the Barnstable County Registry of Deeds by recording this document, C;1Users\Decollik\AppData\LmallMicrosoftlWindowslT I-=M F`Aee CasPU=0t9aeokM0IDHRDFED Restrict Sample.DnC Dt � f Ct i _ I' L f r31=1J�i NOW, THEREFORE, dQiw hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. ,5 8 IN Vr:�5 V'r) ;J T- U A may have constructed (address) upon the lot a house containing no more than _rwC (Z) bedrooms. Q.L. LAtr v !„A,.L Ar rij l:. agreeXthat this shall be permanent deed (owners name) NT) l;' restriction affecting L a1" ,located on J W r'C�;u h1-1 MA, and being shown on the plan recorded in Plan Book I i , Paged ti q Or on Land Court Plan For title of Lot 1 see the following deed: Book "-41 6,q3, Page 32 2 Or Land Court Certificate of Title Number Executed as a sealed instrument day of- ( O ner' its ature Own 's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS Then personally appeared the above-named I, L> zj 72 A /,t A. ��<,,.,i 7r known to me to be the ppe son who executed the foregoing_instrument and acknowledged the same to be free act aod deed, before me, Notary �, tviiCHAEL Notary PJ.1 DEE My commission expires: J C* ,�/ COM!IotiSVMTH OF V,C,SSACHUSET S L3 / tly commission Expires (date) / April 6, 2023 C:\UsersWecollikWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.0utlookUP10I DHR\DEED Restrict sawle.DOC BARNSTABLE REGISTRY OF DEED John F. Meade, Register VA , 48- 1 / / . , 71, r d , X �. > o co t / 7 \ Xs \ o XO O ��psFb.mm \ 1 qD p CY11 Q� O 00, �1\,.HOLLY �, `may ••\ - '9p - = `\ \ \�� �-tip •00 R � 9 \ �� f 1'r110, j HIV J s0 �8 o fib.S� Bg 00 (5) 08 \ 12"HbL Y ) L oR°$ 000 � \ 1'2"OAK � 7"OAK o .: O, � Oi-\K 75 7"OAKPT _ "OAK AA ff yy 8"OAK / S 12"OAK \ SO'XSO / / \ Ir 1-3"PINE \ AOSO So P / 6"OAK_ _ S� 16"PINES o r 10"OAK\ \ \ _ \ �\ \ ` \ \,ws 6"6AK \ \ 12'�'PINE •6� \ )� ) 12\DEADPINE \ \\ \ � \ ��, 16iPINE 14"PINE \ \ \\ �'��\ •?9 \ \ \ 10"PINE / 16"PEADPINE \ \sue \ I i/�'�• / CERTIFICATE OF ANALYSIS t� Barnstable County Health Laboratory (M-MA009) Recipient: Order No.: G18105856 William Rosengren Report Dated: 05/07/2018 PO Box 6 Submitter: William Rosengren Centerville, MA 02632 Description: RE Kit-58 Nyes Point Way Laboratory.ID#: 18105856-01 Matrix: Water-Drinking Water Sample M Sampled: 04/27/2018 9:15 By: Customer Collection Address: 58_Nyes Point Way Centerville,MA _ Received: 04/27/2018 .9:55 By; PalmerP Sample Location: Tum Around: Standard Routine ITEM; RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Nitrate as Nitrogen OA2 mg/L 0.10 10 EPA 300.0 LAP 04/27/2018 10:15 Copper 0.51. mg/L 0,10 1.3 SM 3111B LAP 05/02/2018 8:20 Iron 13 mg/L 0.10 0.3 SM 3111E LAP 05/02/2018 8:20 PH 6.0 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 04/27/2018 15:22 Sodium 18 mg/L 2.5 20 SM 3111E LAP 05/02/2018 8:20 Total Colifbrm Q /100mi 0 0 SM 0222B RG 04/27/2018 17:00 Conductance 140 umohs/cm 2.0 EPA 120:1 DCB 04/27/2018 15:22 Sodium level-is above the maxium contaminant JbW1. Those on a.low sodium diet may wish to consult a physician. Attached please find the laboratory certified'parameter list Approved By. (Lab Director) �IV COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Certified Parameter List as of 01 Jul 2017 M-MA009 BARNSTABLE COUNTY HEALTH&ENV DEPT,BARNSTABLE, MA Analvtes Methods for NON-Potable Water Methods for Potable Water ALUMINUM EPA 200.8 EPA 200.8 ANTIMONY EPA 200.8 EPA 200.8 ARSENIC EPA 200.8 EPA 200.8 BARIUM EPA 200.8 BERYLLIUM EPA 200.8 EPA 200.8 CADMIUM ___ EPA 200.8 EPA 200.8 CHROMIUM EPA 200:8`' EPA 200%8 _ _ COBALT EPA 200.8 COPPER EPA 200.8;SM 3111B EPA 200.8;SM 3111B IRON SM 3111B LEAD EPA 2W.8 EPA 200.8 MANGANESE EPA 200.8;SM 3111B EPA 200.8 MERCURY EPA 200.8 NICKEL EPA 200.8;SM 3111 B EPA 200.8;SM 3111 B SELENIUM EPA 200.8 EPA 200.8 SILVER EPA 200.8 THALLIUM EPA 200.8 EPA 200.8 VANADIUM EPA 200.8 ZINC EPA 200.8;SM 3111B PH SM.4500-H-B SM 4500-H-B SPECIFIC CONDUCTIVITY EPA 120.1;SM 2610B HARDNESS(CACO3),TOTAL SM 2340B CALCIUM SM 3111 B MAGNESIUM SM 3111B SODIUM SM 3111E POTASSIUM SM 3111B ALKANILITY,TOAL SM 2320B SM 2320B CHLORIDE EPA 300 0 .EPA 36b 0;. . SULFATE EPA 300.0 EPA 0� - NITRATE-N EPA 3W.0 EPA 300.0 NITRITE-N EPA 300.0 -TURBIDITY EPA 180.1 AMMONIA-N EPA 350.1 KJELDAHL-N EPA 351.2 TOTAL CYANIDE EPA 335.4 EPA 335.4 TOTAL DISSOLVED SOLIDS SM 2540C SM 2540C NON-FILTERABLE RESIDUE(TSS) SM 2540D TOTAL ORGANIC CARBON SM 5310E CHEMICAL OXYGEN DEMAND HACH METHOD 8000 BIOCHEMICAL OXYGEN DEMAND SM 5210B TRIHALOMETHANES EPA 524.2 VOLATILE HALOCARBONS EPA 624 VOLATILE AROMATICS EPA 624 VOLATILE ORGANIC COMPOUNDS EPA 524.2 PERCHLORATE EPA 314.0 HETEROTROPHIC PLATE COUNT SM 9215B TOTAL CO.LIFORM. MF-SM 9222E Tdi n%11 EPA 1604 TOTAL COUFORM E :SUB.SNC9223 ---- FECAL COUFORM MF-SM 9222D MF-SM 9222D E.COLT EPA 1603 EPA 1604 E.COLI EPA 1103.1 NA-MUG-SM9222G E.COU MF-SM 9213D ENZ.SUB.SM 9223 .ENTEROCOCCI EPA 1600 EPA 1600 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Order No.: G18105856 William Rosengren Report Dated: 05/07/2018 PO Box 6 Submitter: William Rosengren Centerville, MA 02632 Description: RE Kit-58 Nyes Point Way Laboratory ID#: 18105856-01 Matrix: Water-Drinking Water Sample#: Sampled: 04/27/2018 9:15 By: Customer Collection Addr: 58 Nyes Point Way Centerville,MA Received: 04/27/2018 9:55 By: PalmerP i Sample Location: Turn Around: Standard Analyst: yn Method: EPA 524.2 Dilution: 1 Date Analyzed: 05/01/2018 @ 13:31 EPA 527.E - Volatile Org►ankS by GC/M5 Re salt MCL MDL I Result MCL MDLL Parameter ug/L ug/L ug/L Parameter ug/L ug/L 1 ug/ Dichlorodifluoromethane NO 0.50 Chloroethane NO 0.50 Chioromethane NO 0.50 Chloroform NO 80 0.50 Vinyl chloride ND 2.0 0.50 ds-1,2-Dichloroethene ND 70 0.50 Bromomethane ND 0.50 cis-1,3-Dichloropropene ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromochloromethane ND 0.50 1,1,1-Trichioroethane ND 200 0.50 Dibromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Ethylbenzene NO 700 0.50 1,1,2-Trichloroethane NO 5.0 0.50 Hexachlorobutadiene NO 0.50 1,1-Dichloroethane NO 0.50 Isopropylbenzene ND 0.50 1,1-Dichloroethene ND 7.0 0.50 Methylene chloride ND 5.0 0.50 1,1-Dichloropropene ND 0.50 Methyl-tert-butyl ether 0.66 0.50 1,2,3-Trichlorobenzene NO 0.50 Naphthalene ND 0.50 1,2,3-Trichloropropane ND 0.50 n-Butyibenzene NO 0.50 1,2,4-Trichlorobenzene ND 70 0.50 n-Propylbenzene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 p-Isopropyltoluene ND 0.50 1,2-Dibromo-3-chloropropane NO 0.50 sec-Butyibenzene NO 0.50 1,2-Dibromoethane(EDB) ND 0.50 Styrene NO 100 0.50 1,2-Dichlorobenzene NO 600 0.50 tert-Butylbenzene NO 0.50 1,2-Dichloroethane ND 5.0 0.50 Tetrachloroethene NO 5.0 0.50 1,2-Dichloropropane NO 0.50 Toluene ND 1000 0.50 1,35-Trimethylbenzene ND 0.50 Total xylenes NO 10000 0.50 1,3-Dichlorobenzene NO 0.50 trans-1,2-Dichloroethene ND too 0.50 1,3-Dichloropmpane ND 0.50 trans-1,3-Dichlompropene NO 0.50 1,4-Dichlorobenzene NO 5.0 0.50 ITrichloroethene NO 5.0 0.50 2,2-Dichloropropane ND 0.50 ITrichlorofluoromethane ND 0.50 2-Chlorotoluene NO 0.50 ! Compound %Recovered QC Limits(%) 4 Chlorotoluene ND 0.50 11,2-Dichlorobenzene-d4 ! 95°% 70 130 Benzene ND 5.0 0.50 1 p_gromofluorobenzene 83% 70 3131 0 Bromobenzene NO 0.50 - Bromochi0romethane ND 0.50 Bromodichloromethane NO 0.50 Bromoform NO o.50 Carbon tetrachloride NO 5.0 0.50 Chlorobenzene NO 100 0.50 r.{ AF+,-kw./-1--ww A-A Approved Bv. it Al Town of Barnstable Barnstable Regulatory Services Department Alleftcac j MASS 39. ,�� Public Health Division m 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7015 1730 0001 4987 6971 March 15, 2018 ROSENGREN,JOANNE E PO BOX 6 CENTERVILLE, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 58 Nyes Point Way, Centerville, MA was inspected on 02/28/2018 by Frank Nunes III, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Needs Further Evaluation by the Local Approving Authority" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • The soil absorption system is in hydraulic failure. According to the report, the pipe trenches were "heavily mucked." You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF T OARD OF HEALTH Thoma ean, R.S., CHO Agent of the Board of Health I Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\58 Nyes Point Way Centerville.doc Town of Barnstable i At7HCT1A7P R A Regulatory Services Department Public Health Division 200 Main Street,Hyannis MA-02601 Office: 508-962-4644 B ichard Scab,Director FAX 508-790-6304 Thomas A McKean,CEO Feb 6, 2007 Rev. 5111116 DEADLINES WREPAIR FAILED.SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15,000) _ 'An`x"marked in the ❑is the failure criteria and associated repair deadline - 60 DAY DEADLINE CRMRIA ❑Discharge or ponding of effluent to the si.trfice of the ground ❑Pumping more than 4 times during the last year not due to clogged or obstructed pipe o Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE(1)YEAR DEADLM CRITERIA ❑Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑Any portion of the cesspool within a Zone 1 to a public well ❑Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis.'(This system passes if the water analysis indicates the well is free from pollut16n). TWO (2)YEAR DEADLINE CRITERIA q Smgle Cesspool ❑Any"conditionally passed systems" (broken cover,relocation of a pipe,relocation of a driveway due to H-10 components, etc) o Leaching pit or cesspool with high liquid level,<12"below inlet(per Town Code §360-9.1) ❑Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) Q=R Repair deadline: WSEPTICCEADLINES TO REPAIR FAILED SYSTEMS.doo Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments : M 58 Nyes Point Way Property Address '' Rosengren Owner information Owner's Name 7' is required for Centerville i/ MA 02632 2/28/18 ' every page. �-- Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in and way. Please see completeness checklist at the end of the form. A. General Information 1. Inspector: Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 City/Town State Zip Code 508.272.6433 13010 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ❑ Fails ® Needs Further Evaluation by the Local Approving Authority lexii44--- 2/28/18 Inspector's gnature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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. ****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. t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 /-050�" Vs Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M6 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ® Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 City/Town State Zip Code Date of Inspection B. Certification (cont.) 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. El. 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 fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: The seperation to ground water has not been met The well is less than 100' to SAS Wetlands may be within the allowable setbacks D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool 99 p ❑ ® 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 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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 Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): n/a Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments wM 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection D. System Information Description: There are no records of the install. It is a 1000g septic tank to a d-box and 3 trenches with perf pipe. The bottom of the trench is 18" below grade and ground water was found at 3' thru a test pit performed during the inspection Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d well 9 ( Y 9 (gP ))� Detail Well is less than 100'from SAS Sump pump? ❑ Yes ❑ No Last date of occupancy: October 2017 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M s 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Pumped 2 yrs ago Was system pumped as part of the inspection? ❑ Yes ® 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1997 per owneer Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 6"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: >10'feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 6"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) H-10 tank appears to be structurally sound If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000g Sludge depth: 3" t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle >12 Scum thickness trace Distance from top of scum to top of outlet tee or baffle >2 Distance from bottom of scum to bottom of outlet tee or baffle >2" How were dimensions determined? measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping suggested evry 3 years to prolong the life of the system Grease Trap(locate on site plan): Depth below grade: feet 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: Date t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts We 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M , 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 CityrTown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 1. 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.): D-box is 8" below grade, piping from box to trench is mucked and indicative of past backup Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments M s 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 3 ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pert pipe trenches were video inspected, they were heavily mucked, the camera pushed to differing lengths as depicted on pg. 15, bottom of trench is approximately 18" below grade, ground water was approximately 3' below grade Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments sa''t 58 Nyes Point Way Property Address Rosengren Owner information Owners Name is required for every page. Centerville MA 02632 2/28/18 Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 • • r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Ownees Name is required for every page. Centerville MA 02632 2/28/18 City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately n � � i` a-t 0 -30 to t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 CityfTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 3'feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Test pit was done at time of the inspection Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 58 Nyes Point Way Property Address Rosengren Owner information Owner's Name is required for every page. Centerville MA 02632 2/28/18 City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, 6, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 1 f Barnstable Town of Barnstable MgmwicaCft '"MAS& Board of Health prFoa 200 Main Street, Hyannis MA 02601 zoos Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli Junichi Sawayanagi June 27, 2018 Mr. Ronald Cadillac, R.S. P.O. Box 258 West Yarmouth, MA RE: 58 Nye's Point Way, Centerville A= 233-016 Dear Mr. Cadillac, You are granted variances on behalf of your client, William Rosengren, to install a replacement septic system at 58 Nye's Point Way, Centerville. The new system will consist of a MicroFAST secondary treatment unit and Geo Drip Dispersal. The variances granted are as follows: 310 CMR 15.211: To install a soil absorption system on the front property line (zero feet separation distance), in lieu of the ten (10) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: To install a soil absorption system 31 feet away from surface water (swamp) in lieu of the required 100 feet separation distance. Section 360-1, Town of Barnstable Code: To install a soil absorption system 26 feet away from the edge of a vegetated in lieu of the required 100 feet separation distance. Section 360-1, Town of Barnstable Code: To install a soil absorption system 65 feet from the edge of a wetland (Bearses Pond), In lieu of the required 100 feet separation distance. Q:\WPFILES\CadillacRosengren58NyesPointVariances2Ol8.doc s ' Section 397-8, Town of Barnstable Code: To install a soil absorption system 61 feet away from a neighbor's private well, in lieu of the required 150 feet separation distance. Section 397-8, Town of Barnstable Code: To install a soil absorption system 70 feet away from the existing onsite private well, in lieu of the required 150 feet separation distance. Section 397-8, Town of Barnstable Code: To install a soil absorption system 122 feet away from a neighbor's private well, in lieu of the required 150 feet separation distance. Section 397-8, Town of Barnstable Code: To install a soil absorption system 129 feet away from a neighbor's private well, in lieu of the required 150 feet separation distance. Section 397-8, Town of Barnstable Code: . To install a soil absorption system 144 feet away from a neighbor's private well, in lieu of the required 150 feet separation distance. 310 CMR 15.255: To vary the soil removal surrounding the drip dispersal up to four feet. 310 CMR 15.248: No reserve area provided as required. The above listed variances are granted with the following conditions. (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The Applicant, Engineer, System Owner and Company shall comply with all Certification of General Use requirements contained within the approval letter from DEP dated revised February 12, 2013 and all requirements contained within any updated approval letters from DEP. (4) The septic system shall be installed in strict accordance with the revised plans dated June 11, 2018. Q:\WPFILES\CadillacRosengren5 WyesPointVariances2018.doc r� 4 (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated June 11, 2018. These variances are ranted because physical constraints at the site severe) 9 pY Y restrict the location of a new soil absorption system due to the close proximity of two wetlands and multiple private wells. The registered sanitarian incorporated innovative/alternative technology in his design plan and located the new soil absorption system in an particular area to meet the maximum feasible compliance standards contained in Title V. Si erely yo rs Pa J. a n ff, D. Chairman Q:\WPFILES\CadiIIacRosengren5 MyesPointVariances2018.doc 11 _ DATE: I/ a ` $95.00 FEE*: 6� 1 'Town of Barnstable REC.BY: � a G Board of Health SCHBD.DATE: 200 Main Street,Hyannis MA 02601 Office: 50&861-4644 •s i 5-; Paul J.C=W,D.M.D. FAX`. —508-�790=6304° - Donald A Guadagnob,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION 6, A , � p - Property Address: /�j Assessor's Map and Parcel Number: ,?33016 Size of Lot: �� Wetlands Within 300 Ft. Yes 1/ Business Name: No Subdivision Name: p APPLICANT'S NAME: ! /r2 �� cs✓ / Phone Did the owner of the property authorize you to rep esent him or her? Yes a/ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: Address: �t� ��F'-� n�`�'� vr'¢'�7 Address: R19, && zse , W, M Phone: 4M Phone: b 7 7e� EMAIL: 1 % 60 VARIANCE FROM REGULATION anei.Reg.code a) REASON FOR VARIANCE(May attach separate sheet if more space needed) elk— NATURE OF WORD: House Addition U House Renovation U Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit fast four on list as S collated packets. ✓ A. Five(5)copies of the completed variance request form 713. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.barnstable.ma.us Vf D.Five(5)copies of labeled dimensional Poor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. ®er sr& P/#,7 <S eet t t/f A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). nf4 Full menu-Five(5)copies of full menu submitted(for grease trap variance requests only). 12�0_jr^ Fee Submitted*$95,00 for the following variances: 1)New construction,2)Septic repairs with increase in flows, and 3)New ownerinew lessee applying for food,pool or body art variances. Exemptions from Variance Fee: 1)Septic repair without an / increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). V Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagndi,M.D. C:\traare\deeollik\AppData\Local\Microso t\Wind®we\lNetCaehe\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx 1 s � LeAA)4- "� Z.Prij - � s oo+ sy i '2-17 RONALD J. CADILLAC, PC, PLS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 June 11, 2018 Barnstable Board of Health Hearing To: Abutters Project Location: 58 Nyes Point Way, Centerville Applicants: Estate of JoAnne & Fred Rosengren P.O. Box 6 Centerville, MA 02632 Project Description: To upgrade a failed septic system. No proposed changes to house. Approvals requested: Vary distance of leaching to lot line by 10' Vary leaching to surface water to be 31' Vary leaching to wells to be; 61',70',122',129',144' Vary distance of leaching to wetlands to be 26' 310CMR 15.211 & local reg. Vary removal around drip dispersal up to 4' 310 CMR 15.255(5) No reserve area is provided. 310 CMR 15.248 Applicants Agent: Ronald J. Cadillac, RS Public Hearing: A public hearing is scheduled on June 26 at 3pm at Town Hall (on Hyannis Common), in second floor hearing room. Plans and documents are available, 8:30 am to 4:30pm, Monday through Friday, excluding holidays at the Health Dept. at 200 Main St., Hyannis (old Hinckley lumber building). RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 June 11, 2018 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 58 Nyes Point Way(formerly 58 Nyes Neck Road) AM 233, parcel 16 Dear Board: On September 13, 1995 your Board approved variances for a septic upgrade at this property for Frederick Rosengren. For reasons unknown (Fred died in 2014) it was never installed. Today Fred's brother William Rosengren is settling the estate. I have inspected conditions on the ground and find them to be the same as in 1995, except a new well was installed in 2013 (see revised plan). We are requesting permission to use the one deep hole and perc test which was done on 5/16/1995 under Inspector Edward Barry's supervision, in lieu of today's requirement of two deep holes. The variances we seek approval for today are quite similar to those approved in 1995, except for two differences: 1. a MicroFAST 0.5 system is used in lieu of a concrete wall 2. a zero offset to property line is requested to site leaching on our half of the private way. This will result in an improved level of sewage treatment for this property. Thank you for your time and consideration. Sincerely, Ronald J. Cadilla , pls, rs CERTIFICATE OF ANALYSIS SIS Page: 1 of 1 �s Barnstable County Health Laboratory (M-MA009) 'ssac tus��� Report Prepared For: Report Dated: 8/9/2013 Sally Desmond Desmond Well Drilling Order No.: G1376139 P 0 Box 2783 Orleans, MA 02653 Laboratory ID#: 1376139-01 Description: Water-Drinking Water Sample#: Sample Location: ;50 Nyes Point Way,Centerville,MA ' collected: 08/08/2013 Collected by: Desmond 1 Racal ve : 08/08/2013 Ui d(. ,66 w � ,ro ?sect Le Routine M ITEM _ RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.77 mg/L 0.10 10 EPA 300.0 8l8/2013 Iron 1.9 mg/L 0.10 0.3 SM 31118 8/9/2013 Manganese 0.10 mg/L 0.10 SM 3111 B 8/9/2013 pH 6.2 PH AT 25C NA 6.5-8.5 SM 4500-H-B 8/8/2013 Sodium 21 mg/L 2.5 20 SM 3111E 8/9/2013 tTotal iform Absent. PIA 0 0 SM 9223 8B/2013' Col �_ Conductance 240 umohs/cm 2.0 EPA 120.1 8/8/2013 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a Physician. _ The water may present aesthetic problems(taste, odor,staining)due to Iron.Note: Attached please find the laboratory certified parameter list. Approved By: (Lab Director)rA / N fjo PrIlry Q� M ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 608-375.6605 EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 6/26/18 Variance — Septic: Ron Cadillac representing William Rosengren, owner — 58 Nyes Point Way, Centerville, Map/Parcel 223-016, 0.20 acre parcel, variance was granted in 1995 but not used, owner will be a year- round resident, proposing Micro Fast system and Geo Drip Disposal. Ron Cadillac and William Rosengren were present. Ron said, in addition to the system being built up above the road, landscape ties have been added to the edge of the road to provide a buffer from the system. Upon a motion duly made by Dr. Guadagnoli, seconded by Mr. Sawayanagi, the Board voted to approve the variances and grant relief from an additional percolation test hole with the following condition(s): 1) a two bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds and an official copy must be submitted to the Health Division. (Unanimously, voted in favor.) Town of Barnstable Barnstable Board of Health �,caC 1 iAltN5TABLE : 200 Main Street, Hyannis MA 02601 MASS. Q 039. 2007 ATfa�y6 Paul J.Canniff,D.M.D. Office: 508-862-4644 Donald A.Guadagnoli,M.D FAX: 508-790-6304 Junichi Sawayanagi BOARD OF HEALTH MEETING RESULTS Tuesday, June 26, 2018 at 3:00 PM Town Hall, Hearing Room 367 Main Street, 2nd Floor, Hyannis, MA I. Variance — Septic: A. Ron Cadillac representing William Rosengren, owner— 58 Nyes Point Way, Centerville, Map/Parcel 223-016, 0.20 acre parcel, variance was granted in 1995 but not used, owner will be a year-round resident, proposing Micro Fast system and Geo Drip Disposal. GRANTED WITH CONDITIONS: The Board voted to approve the variances with the following condition(s): 1) a two bedroom deed restriction will be recorded at the Barnstable County Registry of Deeds and an official copy must be submitted to the Health Division. (Unanimously, voted in favor.) B. Daniel Ojala, Down Cape Engineering, representing John and Margaret Ale, owners — 62 Wachusett Avenue, Hyannis, Map/Parcel 287-081, 5,000 square feet parcel, requesting multiple variances. CONTINUED TO JULY 17, 2018. Danny Gonsalves, Down Cape Engineering, was present. The Board determined to continued to July 17th meeting as they, first, need to find out the determination of whether there are two separate parcels or one large parcel from the Town. C. Michael Pimentel, JC Engineering, representing Marc and Susan Allain, owners —47 Fox Hollow Lane, Osterville, Map/Parcel 145-010, requesting one local variance. GRANTED WITH CONDITIONS: The Board voted to grant the variances with the following conditions: 1) a 3 bedroom deed Restriction must be recorded at the Barnstable County Registry of Deeds and an official copy must be submitted to the Health Division. II. I/A System (New): John Schnaible, Coastal Engineering, representing E&B Development, LLC —45 Trinity Place, Centerville, Map/Parcel 248-009, 0.41 acre parcel, proposing a FAST septic system be installed. Page 1 of 4 BOH 6/26/18 ham, 1-c 74b n'y ,- / L� 60H MAY 22 2018 RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian "11 P.O. Box 258, West Yarmouth, MA 02673 1- �D ,:. (508) 775-9700 May 7, 2018 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 58 Nyes Point Way(formerly 58 Nyes Neck Road)AM 233, parcel 16 THIS IS AN INFORMATIONAL VISIT FOR YOUR INPUT Dear Board: On September 13, 1995 your Board approved variances for a septic upgrade at this property for Frederick Rosengren. For reasons unknown (Fred died in 2014) it was never installed. Today Fred's brother William Rosengren is settling the estate. I have inspected conditions on the ground and find them to be the same as in 1995, except a new well was installed in 2013 (see revised plan). We are requesting permission to use the one deep hole and erc test which was q gP P P done on 5/16/1995 under Inspector Edward Barry's supervision, in lieu of today's requirement of two deep holes. The variances we seek approval for today are quite similar to those approved in 1995, except for two differences: 1. a MicroFAST 0.5 system is used in lieu of a concrete wall 2. a zero offset to property line is requested to site leaching on our half of the private way. Thank you for your time and consideration. Sincerely, Ronald J. Ca it c, pls, rs EMAIL: rcadillac@yahoo.com t TOWN OF BARNSTABLE �f7HE>� OFFICE OF BOARD OF HEALTH MANS. f639• ' 367 MAIN STREET HYANNIS,MASS.02601 September 13, 1995 Mr. Frederick V. Rosengren 58 Nyes Neck Road P.O. Box 6 Centerville,MA 02632 r Dear Mr. Rosengren: You are granted a variance to install an onsite sewage disposal system at Lot 1, 58 Nyes Neck Road, Centerville, Massachusetts. The variances granted are as follows: Board of Health Private Well Regulation --To reduce the separation distance between the leaching facility and the onsite well to 69 feet in lieu of the required 150 feet separation.distance required. Board of Health Onsite Sewage Disposal Construction Regulation--To reduce the separation distance between the leaching facility and the water course(Bearses Pond)to 65 feet in lieu of the required 100 feet separation distance required. Board of Health .Onsite Sewage Disposal. Construction Regulation - To reduce the separation distance between the leaching facility and the wetland("swamp")to 25 feet in lieu of the required 100 feet separation distance required. * 310 CMR 15.248--To construct an onsite sewage disposal system leaching facility only four(4) feet from a retaining wall in lieu of the required ten (10) feet separation distance. * 310 CMR 15.255(5)--To reduce the removal of impervious materials surrounding the new leaching facility to four(4)in lieu of the required five(5)feet of minimum. * 310 CMR 15.223--To utilize the existing 1000 gallon septic tank in lieu of the required minimum size of 1500 gallon septic tank required by Title 5. r f ' These variances are granted with the following conditions: (1) The existing leading facility shall be removed. (2)..The septic system must be installed in strict accordance with the submitted plan marked"Option A'dated July 20, 1995. (3) The designing sanitarian, Ronald I Cadillac, shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system-wAs installed in strict accordance with the submitted plan marked"Option A". (4) The dwelling shall be connected to an individual or shared alternative �tfeatment system when/if available. 1 (5) This variance expires October 1, 1996 These variances are granted because the existing septic system has failed and is in all probability sitting in the ground water. The proposed system was designed to meet feasible compliance standards contained in the 1995 Title 5 regulations and may alleviate a source of pollution to the pond. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health OD Lr; �.. Q_ 7 EC:i���Y w LL cr Of Cb A e • \ �H La �.Q \ \� X Op j a_ ! n L LL 40 Vle 00. 00 LU a'6 tom~ tta` ` � r ,• �„'" ,y� � � z F. t i" „F P, _2f1 �9 is C e 7 Ly ice. ✓i. � n� Page: 1 of 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 8/9n013 Sally Desmond Desmond Well Drilling Order No.: G1376139 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 1376139-01 Description: Water-Drinking Water Sample#: Sample Location: : 50 Nyes Point Way,Centerville,MA , Collected: 08/08/2013 Collected by: Desmond Receive : 08/08/2013 Routine_M 4 ff-Ale ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.77 mg/L 0.10 10 EPA 300.0 8/8/2013 Iron 1.9 mg/L 0.10 0.3 SM 3111E 8/9/2013 Manganese 0.10 mg1L 0.10 SM 31118 8/9/2013 pH 6.2 PH AT 25C NA 6.5-8.5 SM 4500-H-B 8/8/2013 Sodium 21 mg/L 2.5 20 SM 3111B SM013 ,Total C41f;rm Absent PIA 0 0 SM 9223 8/8/2013 Conductance 240 umohs/cm 2.0 EPA 120.1 8/8/2013 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a Physician. _ The water may present aesthetic problems(taste, odor,staining)due to Iron.Note: ^ laboratoryApproved B : • certified parameter list. PP y Attached lease find the � (Lab Director) ya Pa =� rn C- M ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-3754605 > CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Order No.: G18105856 William Rosengren Report Dated: 05/07/.2018 PO Box 6 Submitter. William Rosengren Centerville, MA 02632 Description: RE ICit-58 Nyes Point Way Laboratory ID#: 18105856-01 Matrix: Water-Drinking Water Sample#: Sampled: 04/27/2018 9:15 By; Customer Collection Address:- BaNyes PoirifWay Centerville;MA Received: ._ 04/27/2018 9:55 By;. PalmerP Sample Location: Turn Around:' Standard Routine ITEM RESULT . UNITS RL MCL METHOD# ANALYST TESTED TIME Nitrate as Nitrogen OA2 mg/L 0.10 10 EPA 300.0 LAP 04/27/2018 10:15 Copper 0,51. mg/L 0.10 1.3 SM 3111E LAP 05/02/2018 8:20 Iron 13 mg/L 0.10 0.3 SM 3111B LAP 05/02/2018 8:20 pH 6.0 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 04/27/2018 15:22 Sodium 18 mg/L 2.5 20 SM 31118 LAP 05/02/2018 8:20 Total Coliform 0 /100ml 0 0 SM 9222B RG 04/27/20.18 17:00 Conductance 140 umohs/cm 2.0 EPA 120A DCB 04/27/2018 15:22 Sodium level-is above the maxium contaminant level. Those on a.low sodium diet may wish to consult a physician. Attached please find the laboratory certified parameter fist: Approved. By: (Lab Director) COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Certified Parameter List as of 01 Jul 2017 M-MA009 BARNSTABLE COUNTY HEALTH&ENV DEPT,BARNSTABLE,MA Ana es Methods for NON-Potable Water Methods for Potable Water ALUMINUM EPA 200.8 EPA 200.8 ANTIMONY EPA 200.8 EPA 200.8 ARSENIC EPA 200.8 EPA 200.8 BARIUM EPA 200.8 BERYLLIUM EPA 200.8 EPA 200.8 CADMIUM EPA 200A EPA.200.8 .-- - CHROMIUM EPA 200:8- EPA200:8 COBALT EPA 200.8 COPPER EPA 200.8;SM 3111 B EPA 200.8;SM 3111 B IRON SM 3111 B LEAD EPA 200.8 EPA 200.8 MANGANESE EPA 200.8;SM 3111 B EPA 200.8 'MERCURY EPA 200.8 NICKEL EPA 200.8;SM 3111 B EPA 200.8;SM 3111 B SELENIUM EPA 200.8 EPA 200.8 SILVER EPA 200.8 THALLIUM EPA 200.8 EPA 200.8 VANADIUM EPA 200.8 ZINC EPA 200.8;SM 3111 B PH SM.4500-H-B SM 4500-H-B SPECIFIC CONDUCTIVITY EPA 120.1;SM 251.0B HARDNESS(CAC03),TOTAL SM 2340B CALCIUM SM 3111B MAGNESIUM SM 3111B SODIUM SM 3111 B POTASSIUM SM 3111E ...:ALKAN&ITYJOAL SM 2320E SM 2320E CHLORIDE EPA 300 0 _.._ .EPA 300'0 SULFATE EPA 300.0 hl'A;JUU.U� NITRATE-N EPA 300.0 EPA 300.0 NITRITE-N EPA 300.0 -TURBIDITY EPA 180.1 AMMONIA-N EPA 350.1 KJELDAHL-N EPA 351.2 . TOTAL CYANIDE EPA 335.4:. EPA 335.4 TOTAL DISSOLVED SOLIDS SM 2540C SM 2540C NON-FILTERABLE RESIDUE(TSS) SM 2540D TOTAL ORGANIC CARBON SM 5310B CHEMICAL OXYGEN DEMAND HACH METHOD 8000 BIOCHEMICAL OXYGEN DEMAND SM 5210B TRIHALOMETHANES EPA 524.2 VOLATILE HALOCARBONS EPA 624 VOLATILE AROMATICS EPA 624 VOLATILE ORGANIC COMPOUNDS EPA 524.2 PERCHLORATE EPA 314.0 HETEROTROPHIC PLATE COUNT SM 9215B TOTAL.COLIFORM MF-SM 0222B -__' .� .. . TOTAL COLIFORM - � --~ �~_- _ B.5NC9223 - FECAL COLIFORM MF-SM 9=13 MF-SM 9222D E.COLT EPA 1603 EPA 1604 E.COLI EPA 1103.1 NA MUG-SM9222G E.COLI MF-SM 9213D ENZ.SUB.SM 9223 C�RCO/1/�/1Yl1 FPA 1600 EPA 1600 __. pF,li��L, CERTIFICATE IFICATE OF ANALYSIS Barnstable County Health laboratory (M-MA009) Recipient: Order No.: G18105856 William Rosengren Report Dated: 05/07/2018 PO Box 6 Submitter: William Rosengren Centerville, MA 02632 Description: RE KIt-58 Nyes Point Way Laboratory ID#: 18105856-01 Matrix: Water-Drinking Water Sample#: Sampled: 04/27/2018 9:15 By: Customer Collection Addr: 58 Nyes Point Way Centerville,MA Received: 04/27/2018 9:55 By: PalmerP Sample Location: Turn Around: Standard Analyst: yn Method: EPA 524.2 Dilution: 1 Date Analyzed: 05/01/2018 @ 13:31 i EPA 524.2 - Volatile Organics by GC/M5 Result MCL MDL Result I MCL MDL Parameter q ug/L ! ug/L ug/L Parameter ug/L ug/L i ug/L Dichlorodifluoromethane NO 0.50 Chloroethane NO 0.50 Chloromethane NO 0.50 Chloroform NO 80 0.50 Vinyl chloride NO 2.0 0.50 cis-1,2-Dichloroethene NO 70 0.50 Bromomethane NO 0.50 cis-1,30 hloropropene NO 0.50 1,1,1,2-Tetrachloroethane NO 0.50 Dibromochloromethane NO 0.50 1,1,1-Trichioroethane NO 200 0.50 Dibromomethane NO 0.50 1,1,2,2-Tetrachloroethane NO 0.50 Euhlbenzene ND 700 0.50 1,1,2-THchloroethane NO 5.0 0.50 Hexachlorobutadiene ND 0.50 1,1-Dichloroethane NO 0.50 Isopropylbenzene ND 0.50 1,1-Dichloroethene NO 7.0 0.50 Methylene chloride NO 5.0 0.50 1,1-Dichloropropene NO 0.50 Methyl-tert-butyl ether 0,66 0.50 1,2,3-Thchlorobenzene NO 0.50 Naphthalene NO 0.50 1,2,3-Thchloropropane ND 0.50 n-Butylbenzene NO 0.50 1,2,4-Thchlorobenzene NO 70 0.50 n-Propylbenzene NO 0.50 1,2,4-Trimethylbenzene NO 0.50 p-Isopropyltoluene NO 0.50 1,2-Dibromo-3-chloropropane NO 0.50 sec-Butylbenzene NO 0.50 1,2-Dibromoethane(EDB) NO 0.50 Styrene NO 100 0.50 1,2-Dichlorobenzene NO 600 0.50 tert-Butylbenzene NO 0.50 1,2-Dichloroethane NO 5.0 0.50 Tetrachloroethene NO 5.0 0.50 1,2-Dichloropropane ND 0.50 Toluene NO 1000 0.so 1,3,5-Trimethylbenzene NO 0.50 Total xylenes NO 10000 0.50 1,3-Dichlorobenzene NO 0.50 trans-1,2-Dichloroethene NO 100 0.50 1,3-Dichloropropane NO 0.50 trans-1,3-Dichloropropene NO 0.50 1,4-Dichlorobenzene NO 5.0 0.50 Trichloroethene NO 5,0 0.50 2,2-Dichloropropane NO 0.50 '-,' rofluoromethane NO 0.50 2-Chlorotoluene NO 0.50 Compound %Recovered QC Limits(%) Benzene NO 0.50 1,2-Dichlorobenzene-d4 95% 70 1 130 Benzene NO 5.0 0.50 p-Bromofluorobenzene 83% 70 130 Bromobenzene NO o.50 Bromochloromethane NO 0,50 Bromodichloromethane NO 0.50 Bromoform NO 0.50 Carbon tetrachloride NO 5.0 0.50 Chlorobenzene NO 100 1 0.50 r Approved B : AK -&-.1..I........A..,J L.L..1.." -..i......�...i:C...J�..--�..L--I:J pp Y �' ■ n I.ege d A 13 Zoning Districts ' Road Names Ar fm x pir . r 3,� .. �• � - 41 5 rt g duo-3{ i ot "�`x,' .ram`. s' 4�'k�'Ax ayyk .� ��`�� -���. - 0 .❑� s �e Map printed on: 6/15/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 10 21 an on-the-ground survey.It maybe generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: i inch= io feet cartographic errors or omissions. gis@town.barnstable.ma.us Legend ANEW I �. .�� • .. jL .. =1 Parcels Town Boundary - Q b Railroad Tracks ❑Buildings Pa inted Lines Parking"n Lots �'. 23�tYt5'? Paved l 1 Unpaved Driveways r Paved Unpaved Roads 13 Paved Road Unpaved Road Bridge Paved Median Streams ,Y Marsh 'i Water Bodies 2,33019 . #`it49 +.t f2-33C?i b s _., 110, i t j l 2s3o2 S }hS 2330V #27 1. t � r L - Map printed on: 6/11/2o18 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are - -- __ Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26o1 o 42 83 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us AbutterReport Page I of I f� Board of Health Abutter List for Map & Parcel(s): '233016'. Direct abutters(no set distance)and the properties located across the street. Total Count: 4 [a a, Close Map&Parcel Owners Owner2 Addressi Address 2 Mailing Country Deed CitystateZip BRISTOL,JAMES E III SOUTH 233015 &TRACEY A 221 RALPH TALBOT ST WEYMOUTH,MA 14212/137 02190 233016 ROSENGREN,JOANNE PO BOX 6 CENTERVILLE,MA 28118/292 E 02632 233017 BUCKLER,SHAUN A& 44 RIVER ROAD REHOBOTH,MA 30749/321 LINDA M 02769 233019 ROSENGREN, p O BOX 6 CENTERVILLE,MA 15255/333 FREDERICK Y 02632 This list by itself does NOT constttutB a certified list of sbufts and is provided only as an aid to the determination of abutters.If a certified list of abutters is requUed,contact tha Assessing Division to have this list certified.The owner and address data on this tit Is from the Town of Bamstable Assessor's database as of 6/11=18. 2 Zv ( 2 0 /M 006 2 q,5 /-/0 A Pepav-�- C all 1 r 12�s t 611 ' �DC� Ja*y/e /Zpsen�r t d ice- i ti 20/ 7 4&4 V�l 1-eov -xP http://maps.townofbamstable.uslarcims/appgeoapp/AbutterReport.aspx?PA)e=BOH 6/11/2018 r- RONALD J. CADILLAC, PC, PLS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 June 11, 2018 Barnstable Board of Health Hearing To: Abutters Project Location: 58 Nyes Point Way, Centerville Applicants: Estate of JoAnne & Fred Rosengren P.O. Box 6 Centerville, MA 02632 Project Description: To upgrade a failed septic stem. P P�' P Y No proposed changes to house. Approvals requested: Vary distance of leaching to lot line by 10' Vary leaching to surface water to be 31' Vary leaching to wells to be; 61',70',122',129',144' Vary distance of leaching to wetlands to be 26' 310CMR 15.211 & local reg. Vary removal around drip dispersal up to 4' 310 CMR 15.255(5) No reserve area is provided. 310 CMR 15.248 Applicants Agent: Ronald J. Cadillac, RS Public Hearing: A public hearing is scheduled on June 26 at 3pm at Town Hall (on Hyannis Common), in second floor hearing room. Plans and documents are available, 8:30 am to 4:30pm, Monday through Friday, excluding holidays at the Health Dept. at 200 Main St., Hyannis (old Hinckley lumber building). N 0 MAXIMUM FEASIBLE COMPLIANCE APPROVALS: TANK COVERS: BUILD UP 4 COVERS TO GRADE LEGEND �TF THREE ON SEPTIC TANK & ONE OVER PUMP. NOT TO SCALE 732 RECOMMEND SECURED GREEN COVERS. TH 1 TEST HOLE LOCATION, NUMBER C� q 1. NO RESERVE AREA IS SHOWN LEACH a USE COVERS TO GRADE OVER HEADWORKS ' EXISTING WELL eq o � 2. VARY DISTANCE OF LEACHING TO LOT LINE FIELD r �, N sQ TO BE ZERO. (LEACHING BETWEEN LOT LINE L AND AIR VACUUM RELIEF VALVES. 36.6 EXIST. ELEVATIONS ( X MARKS POINT) r7 �f Pines Ave. a N AND PRIVATE ROAD CENTERLINE--30' WAY) �'1 �' 36 EXISTING CONTOUR tis 3. VARY REMOVAL AROUND DRIP DISPERSAL 0° �'� PROPOSED CONTOUR \ UP TO 4', AS SHOWN. 36.6 EXIST RETq�N/ EX�ST�NG UTILITY POLE Y2\ 03 4. VARY DISTANCE TO SURFACE WATER TO BE 31' I V f 6 NG W .._. NOpSE w00p X 7P 4 PROP. ELEVATIONS ('X' MARKS POINT) I 4 5. VARY LOCAL & STATE DISTANCES TO PRIVATE I 36 Att N0. O Wequaquet \ WELLS, AS SHOWN TO BE 61', 70', 122', 129' & 144' I STONE DRIVEWAy 6. VARY DISTANCE OF LEACHING TO WETLANDS TO BE PARCEL 15 BENCH MARK--TOP WOOD STAKE \�9 �O AS CLOSE AS 26', AS SHOWN. I 0 SET FLUSH = 39.03 NGVD29 Lake / 3 6.5 v� NE CURRENT SEPTIC SYSTEM Z - - - -� \39.9 40 7 41 W WE<< LOCATION MAP 1. REMOVE CLOGGED STONE UNDER I rn I U' 41.0 DO REMOVAL DOWN TO ELEV. 36.7 OR PROPOSED LEACHING AREA. x 6 7 6.2 N , MED. SAND (AREA SHADED-SEE VARIANCES) 2. PUMP & CRUSH EXIST. SEPTIC TANK �` w o ,� nn. ,�5 09'3p , W I DO 1' REMOVAL ON WEST SIDE, 2' REMOVAL NOTES Z \ 00 (C Og 23 ON EAST & SOUTH SIDES, AND 2.5 RE 0 p I rt 3�.2 MOVAL ON NORTH SIDE. ,;3,4 1. LOCUS IS A.M. 233, PARCEL 16. 38.% MicroFAST 0.5 INSTALL H-10 MONOLITHIC 1500 GALLON o o 2. ELEVATIONS SHOWN NATIONAL Blower-Use Under- FAST SEPTIC TANK, AS SHOWN GEODETIC VERTICAL DATUM, 1929. �-A \ 3 ground Vault w INSTALL H-10 MONOLITHIC 1000 GALLON 3. LOCUS IS IN \35. \ ,� 0 1 WELL 0 9. PUMP CHAMBER, AS SHOWN FLOOD ZONE X {0.2% r ........:.....-:--, _ \ -::::::: ::::.:.:.::::.:.:::............ 8.9 INSTALL GEOFLOW DRIP DISPERSAL LEACHING 4.1 ANNUAL RISK ON FIRM DATED PROPOSED GEOFLOW o \ 36. ��0' S / AREA, AS SHOWN. JULY 16, 2014. DRIP LEACHING--REMOVE TH 1 4 10' I INSTALL 40 MIL IMPERVIOUS BARRIER AROUND OLD CLOGGED SAIL '� 1� I / DRIP DISPERSAL SYSTEM, AS SHOWN. ABUTTERS 6.2 f �\ 2 �\ '\ \. r _ aEXISTING WOOD::;: I/ SWAMP \\ ;. HOUSE NO. 58 o I' PARCEL 15 _ JAMES & TRACEY BRISTOL BUCKLE PARCEL 19 STANDING \� � + \.:. TOF=42.1 3 i 3 .4 6 BEARSES POND PARCEL 18 - MARKNHAYESDHOLMQUISTRTR. WATER 34. ' PARCEL 19 - ESTATE OF FREDERICK ROSENGREN 5/16/95 �� 22 -3 `': 9.8 I EL 33.4 ON 5/16/95 O \ 6g. ' X 133.1 PARCEL 20 - LAWRENCE & ELLEN SCOTT PROPOSED WORK LIMIT 5\ v \ 1 w I 5. __SILT FENCE W/WATTLE rl \�\ 6 N 65' - , -moo /34.8 BUOYANCY CALC'S MONOLITHIC PUMP CHAMBER BUOYANCY CALC S-MONOLITHIC 1500 GAL. SEPTIC TANK 3 4.2 - - - Jl 33.3 WEIGHT OF EMPTY CHAMBER AND AVERAGE 10" COVER WEIGHT OF EMPTY TANK AND AVERAGE 12" COVER CHAMBER= 4.60 TON (PER ACME-SHOREY) CHAMBER= 6.75 TON (PER ACME-SHOREY) 10" COVER= n_83' X 5.42' X 8.25' X 0.055 TON/CU. FT. 12" COVER= 1' X 5.67' X 10.83' X 0.055 TON/CU. FT. DIRT 10" COVER=2.04 TON 12" COVER=3.38 TON 1.5 35 DRJVE�ygy LOT 1 0, 4 4 TOTAL= 4.60 TON + 2.04 TON =6.64 TON TOTAL= 6.75 TON + 3.38 TON = 10.13 TON 46 A_ 1 8550±S.F. m WEIGHT OF WATER--HIGH GROUNDWATER DOWN WEIGHT OF WATER--HIGH GROUNDWATER DOWN 33.5 (34.8 -33.29) X 5.42' X 8.25' X 0.0312 TON/CU. FT. (34.8 -33.39) X 5.67' X 10.83' X 0.0312 TON/CU. FT. WEIGHT WATER=2.11 TON WEIGHT WATER= 2.70 TON 35.5 36.4 TANK AND 10" COVER ARE HEAVIER BY 4.5 TON. TANK AND 12" COVER ARE HEAVIER BY 7.4 TON. WOOD TIE BUMPER <35.4 WELL SCALED 70 LF--40 YEAR LIFE 8 3/ �' '�' NOTE TO OWNER FROM ADJACENT � 36 � \ i 36.1 35.9 PLAN �35.5 \ \ 3 333 BOTH THE MICROFAST 0.5 AND THE GEOFLOW DRIP DISPERSAL SYSTEM MICROFAST NOTES: \ REQUIRE A PERPETUAL MAINTENANCE AGREEMENT WITH A SIGNED PARCEL 20 \ �\ s 6 ��7 37.2 ALONG AWITH ADCOPY OF THE OPERATION & MAINTENACE MANUEL. LEAST TONCE A YEAR�AFTER CONSTRUCTION AND PUMP 1. HD AT 3E \�j, 36 �9' I THIS SYSTEM IS BIOLOGICAL--LIVING MICRO-ORGANISMS PROVIDE WHEN INSPECTOR ADVISES. 6.4 OO' 3 TREATMENT OF YOUR WASTE AND CAN BE HARMED BY HARSH 2 2" MIN. DIAMETER BLOWER PIPING NOT TO EXCEED 100' INSPECTION SCHEDULE GL CHEMICALS, GREASE, LATEX PAINT, FLOOR STRIPPERS, ETC. TOTAL LENGTH WITH A MAXIMUM OF 4 ELBOWS. 1. R. J. CADILLAC TO INSPECT BARRIER INSTALLATION. WHENEVER POSSIBLE DISPOSE OF GREASE, PAINT, CHEMICALS IN 2. R.J. CADILLAC ALONG WITH HEALTH AGENT AND I THE TRASH. FOLLOW LABEL DIRECTIONS ON BLEACH AN HOUSEHOLD 3. 3" MIN. DIAMETER VENT TO DESIRED LOCATION. VENT COVER CLEANING PRODUCTS--DO NOT OVERUSE. USE PLAIN OLD SOAP TO HAVE A MIN. 7 SO. IN. OF OPEN SURFACE AREA. FAST GEOFLOW REPRESENTATIVE TO BE PRESENT BENCH MARK-- TOP OF CONC. 36.6 � FOR HAND WASHING--SANITIZING SOAP CAN HARM YOUR SYSTEM. 4. INSTALLER SEE BIO-MICROBICS "MircoFAST 0.50 FAST UNIT" FOR FINAL INSPECTION. BOUND = 36.36 NGVD29 DETAIL SHEETS 1-4. � PARCEL 18 SITE PLAN I PARCEL 17 FOR KIT Q BDRM WELL ESTATE OF FREDERICK V. ROSENGREN LVRM °� THIS PLAN IS A VALID COPY ONLY IF IT BEARS A AL RED T D SiIGNATURE. LOT 12 58 NYES POINT WAY, CENTERVILLE, MA DNRM BDRM 'ZH OF MgSS ZH OF M4 �� JUNE 30, 1995 SCALE: 1 " = 20' EXISTING FLOOR PLAN RONALD ti��� ��� RONALD y�� o JAMES ; o JAMES CADILLAC CADILLAC NOT TO SCALE #1060 a o#35779�,j RONALD J. CADILLAC, PLS, RS BASEMENT UNFINISHED FG/STERO t A' SS%0 P WITH WALKOUT WELL S'�NITAR\PN �1�>✓ 3 RVE,(O PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 REV. 6/11/2018--BLOWER VAULT WEST YARMOUTH, MA 02673 PAGE 1 OF 2 REV. 5/25/2018--MICROFAST 0.5 & GEOFLOW DRIP DISPERSAL HEALTH AGENT APPROVAL DATE (508) 775-9700 ALARM & PUMP NOTES NOT TO SCALE FORSH SYSTEM PROFILE 6'ROUND 1. ALARM TO BE WIRED BY ELECTRICIAN ON VALVE BID( SEPARATE CIRCUIT FROM PUMP. DIMENSIONS HOLD 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. A1R/VAC M� �HR�LOE 3. ALARM TO BE ACCESSIBLE FOR MAINTENANCE. 4. PUMP TO BE CAPABLE OF PASSING env ccAl COMPRESSION _ sa eo ND PLE ® AMPIER 1-1/4" SOLIDS AND INSTALLED IN STRICT p1�tr110 �101 CONFORMANCE WITH MANUFACTURER'S GEOFLOW ERICK SUPPORTS 1500 GALLON MONOLITHIC H-10 SEPTIC TANK SPECIFICATIONS. HEADWORK'S GEOFLOW DRIP TUBE INSTALLER TO MAKE BOTH TANKS WATERTIGHT. FICA a[wVEL Sup PVC HE a " SEE SITE PLAN FOR EXISTING AND PROPOSED GRADES (180 LINEAL FEET OF DRIP TUBE) PFM (WASTEFLOW CLASSIC DRIP TUBE) roc Li MICROFAST 0.5 UNIT IN `� MONOLITHIC 1000 GALLON TANK @@@MPVC PIMM II'AI ELEV. o MONOLITHIC 1500 GALLON TANK 1 1/4" vc 5z2 r AIR/VACUUM RELIEF 5oa MANIFOLD CONNECTION (PVC TO ADAPTER) = PROPOSED GRADE=38.35 MIN. SECTION r•r SECTII71 rw 3 (PLUMBED TO PVC) ALL AT GRADE COVERS TO BE SECURED TOPSOIL MIN. 6" OF COVER SAND OVER TUBES ^� 1 6' MAX. E S=4"/ft s= 1/4"/ft. Micro- _� a" TOP DRIP TUBE 37.85 37.8 bottom GEOFLOW ORIPLINE roust,FADE exist. S=1/2"/ft 4" sch 40 pvc I 10• FAST CHECK VALVE -_ ,Removal VALVE twawcet� cArEvw<rF found. 0 5 37.72 HIGH WATER 37" \ INVERT 36.80 END MANIFOLD 37.35 3 O' "OFLOW(LTC-6Oo)COUPLING INVERT 3$.6t 37.05 OVERIDE 35" EXISTING INVERT 37.97 4' -9 PUMP OFF** 3flPUMP ON" ' L. 35.3 B.O.H SET EL. OF 34.8 NGVD if � y 1.45' 2 FEET MINIMUM USE GOULDS MODEL 12EB05 BLASTER, 1/2 H.P. PUMP, OR EQUAL BOTTOM 33.39 _ native soil =ne ��'"�" y°�r" ' observed water=33.35 NGVD native soilERICK I AT GEOFLOW(LTC-600)CODLING slleraRIS 310CMR (135.221(2)] 1 A EACH T ( )] GEOFLOW DRIPUNE I Cu FT.PEA WAVEL Sutra (� LOCKSLIP COUPLING (LTC-600) n NORM PRESSURE GUAGE & GATE VALVE BOX 15' 2' 13' 8' 30' LEVEL BED U """°" "•" 10' 10" 8' 3" SOIL EVALUATION LOG �- EXISTING WOOD HOUSE N 0 . 58 :: TEST DATE: May 16, 1995 REMOVAL PROPOSED: . . . . . . . . . . . . . . . .. ...... ... . PERFORMED BY: Ron Cadillac, Soil Evaluator USE STONE TRENCH UNDER / USE TITLE 5 SAND , F WITNESSED BY: Edward Barr RS ALL SUPPLY & RETURN LINES, 2' TO BARRIER ON Y MANIFOLDS, AND VALVE BOX EAST AND SOUTH a PERC RATE: < 2 min./in. (C layer) FOR FROST PROTECTION. STONE , / SIDES OF LEACHING. �� p� TRENCH & PIPES TO BE EVENLY -' (JA 1 0 I / SOIL SURVEY: 1993, Scale-1: 25,000 PITCHED FROM HIGH POINT (T) 00 / � 40 1' TO BARRIER ALONG b� 0 Cdc-Carver coarse sand AT AIR/VACUUM RELIEF I ' 1 I / / CENTERLINE SIDE p ti raj Excessively drained, poor filter VALVES BACK TO PROCESS-ING TANK. BOTTOM OF STONE '� / HE FLUSH MANIFOLD TO BARRIER ON END FEED qo GEOLOGIC MAP: 1986, Scale-1: 100,000 TRENCH TO BE MINIMUM OF N I HEADWORKS SIDE. ss3 / O 30" BELOW FINAL GRADE. sEcnoN Qbn-Barnstable plain deposit I O / N / FIRM: Flood Zone B 00 '/ I n S I WATER LEVEL (USGS): May, Below normal 0 WASTE WATER DRIPLINES HIGH WATER TABLE: Adjacent Lake water level controlled Port SPACED 2' APART a by spillway-Use NGVD El. 34.8 ' INSTALL LEVEL, AS SHOWN, WITH PERVIOUS MATERIAL: Layer C, 7'-naturally occurring 0 2" MIN. TITLE 5 SAND COVER RETURN(FLUSH) LINE , OVER DRIP TUBE a:..� b SOIL EVALUATOR DATE SUPPLY LINE \ \�r 90 L.F. IMPERVIOUS BARRIER 40 MIL VINYL OR EQUAL 0 TOP BARRIER=37.85 MIN. ALARM & PUMP NOTES BOTTOM- 35.5- 2.5' DEEP CONSTRUCTION NOTES PROPOSED PRESSURE GUAGE & / Sporty Headworks-BioDisc Fitter 1.5 Inch 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE FLUSH VALVE AND Manual Field Flush ...a. 1/2" DRIPLINE IS TO BE LAID LEVEL CIRCUIT FROM PUMP. WASTE FLOW HEADWORKS 2' ON CENTER. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING / 2 BOTH MANIFOLDS AND SUPPLY LINES TO INSPECTOR. O� NOTE: EXISTING LEACHING IS UNDER PROPOSED NEW LEACHING AND CLOGGED BE PITCHED EVENLY BACK TO TANKS / P �� SOIL AND STONE WILL NEED TO BE REMOVED PRIOR TO BUILDING NEW SYSTEM. 3. CONTROL PANEL TO BE LOCATED ON OUTSIDE OF HOUSE. MANIFOLD HIGH POINTS TO BE 12" BELOW PROPOSED AIR/VACUUM FINISHED GRADE (37.3) AT AIR/VACUUM 4. PUMP TO BE INSTALLED IN STRICT CONFORMANCE WITH RELIEF VALVES RELIEF VALVES MANUFACTURER'S SPECIFICATIONS. FLUSH LINE (27' RUN) PITCH IS 1/4" 5. USE GOULDS MODEL 12EB05 BLASTER, 1/2 HP PUMP, OR Ge`� SUPPLY LINE(25' RUN) PITCH IS 1/4" APPROVED EQUAL CAPABLE OF 60.3' TDH® 4.GPM INSULATE ALL FIELD, VALVE & AIR VENT DETAIL SHEET BOXES, AND OVER MANIFOLD LINES. SYSTEM DETAIL TEST HOLE 1 FOR DEPTH (inches) ELEV-NGVD29(feet) SCALE: 1 »=1 0' DESIGN DATA 0 Fill 39.6 ESTATE OF FREDERICK V. ROSENGREN BEDROOMS: 2* THIS PLAN IS A VALID COPY ONLY IF IT BEARS 8 AN L RED S A ND SIGNATURE. AT GARBAGE GRINDER: No 0 layer REQUIRED CAPACITY: 220 GPD 11" SEPTIC TANK SIZE: 1500 gallon min. 16" E layer LOT 1 , 58 N YES POINT WAY, CEN TER VI LLE, MA BOTTOM LEACHING AREA: 300 SF B layer 10yr 5/8 �ZNOFALg8 � SKOFMgss'c [10' X 30'] y RONAL RONALD loam sand ti ti JUNE 30, 1995 SCALE: AS SHOWN D �m� �° �� DESIGN CAPACITY: 222 GPD 35 36.7 DAMES N DAMES 0 CADI LLAC CADILLAC 300 SF X .74 GPD SF �, C layer 10yr 6/6 0 [( / ] # 1060 �, #35779 RESERVE CAPACITY: 220 GPD med. sand 'PFGI R�° fq�.oESS%O�Q gravel & stone sTE N q TIMED DOSES: 24/DAY S''NITARIP a SURVE PUMP RUN TIME: 5'-16"** 6 ) II 1 RONALD J. CADILLAC, PLS, RS *REQUIRES DOCUMENT BE RECORDED STATING ITS A 2 BEDROOM DWELLING PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 87" observed water 32.35 P.O. BOX 258, WEST YARMOUTH, MA 02673 REV. 6/11/2018--FLOAT SETTINGS 120" 29.6 (508) 775-9700 PAGE 2 OF 2 (OVER) REV. 5/25/2018--MICROFAST 0.5 & GEOFLOW DRIP DISPERSAL HEALTH AGENT APPROVAL DATE N ,� 0 MAXIMUM FEASIBLE COMPLIANCE APPROVALS: TANK COVERS: BUILD UP 4 COVERS TO GRADE LEGEND THREE ON SEPTIC TANK & ONE OVER PUMP. NOT TO SCALE 732 RECOMMEND SECURED GREEN COVERS. TH TEST HOLE LOCATION, NUMBER c� s 1. NO RESERVE AREA IS SHOWN LEACH A/ c USE COVERS TO GRADE OVER HEADWORKS EXISTING WELL 0 n 2. VARY DISTANCE OF LEACHING TO LOT LINE 'Z FIELD �- s o �. TO BE ZERO. (LEACHING BETWEEN LOT LINE L` 7 AND AIR VACUUM RELIEF VALVES. 36.6 EXIST. ELEVATIONS ('X' MARKS POINT) Q�� Pines Ave. o N AND PRIVATE ROAD CENTERLINE--30' WAY) '/ 36 EXISTING CONTOUR 41 3. VARY REMOVAL AROUND DRIP DISPERSAL _-$- PROPOSED CONTOUR c4 UP TO 4', AS SHOWN. vl�A_ E XIST 03 36.6 RE EX/ UTILITY POLE 5. VARY DISTANCE & STATE U DISTANCESRFACE TO PRIER TO BATEI I I 36.6 T'j//v/ Wq�� .:. HOUSE NO Opp x 38.4 PROP. ELEVATIONS ('X' MARKS POINT)4. VARY We ua uet Sp q q \ \ N WELLS, AS SHOWN TO BE 61', 70', 122', 129' & 144' STONE DRIVEWgY 6. VARY DISTANCE OF LEACHING TO WETLANDS TO BE .;,.:_. ,. PARCEL 15 BENCH MARK--TOP WOOD STAKE /P0 o Lake AS CLOSE AS 26', AS SHOWN. 0 SET FLUSH = 39.03 NGVD29 / o- 6.5 40.7 NEW WEL CURRENT SEPTIC SYSTEM I _z_ J \39.9 L LOCATION MAP 1. REMOVE CLOGGED STONE UNDER A tLpn 36.2 41.0 DO REMOVAL DOWN TO ELEV. 36.7 OR PROPOSED LEACHING AREA. �= E N 7 MED. SAND (AREA SHADED-SEE VARIANCES) 2. PUMP & CRUSH EXIST. SEPTIC TANK -�� t p P ar 5.�3Q" DO 1' REMOVAL ON WEST SIDE, 2' REMOVAL NOTES Z �p {�� /Qg 23 W O ON EAST & SOUTH SIDES, AND 2.5' RE- 0 p 0` 5 .2 MOVAL ON NORTH SIDE.0 38.4 IMicroFAST 0.5 INSTALL H-10 MONOLITHIC 1500 GALLON 1. LOCUS IS A.M. 233 PARCEL 16. 2. ELEVATIONS SHOWN NATIONAL *_ Ga 0 j FAST SEPTIC TANK, AS SHOWN Blower-Use Under- GEODETIC VERTICAL DATUM, 1929. �,,C 3' ground Vault '� d INSTALL H-10 MONOLITHIC 1000 GALLON \35. o WELL 0 9. n PUMP CHAMBER, AS SHOWN 3. LOCUS IS IN FLOOD ZONE X (0.2� v� \ `� 34. ANNUAL RISK) ON FIRM DATED 8.9 INSTALL GEOFLOW DRIP DISPERSAL LEACHING JULY 16, 2014. PROPOSED GEOFLOW \ \ `1'0 \\ �` ©+ 5 / AREA, AS SHOWN. DRIP LEACHING--REMOVE Z l 1 TH 1 10, I INSTALL 40 MIL IMPERVIOUS BARRIER AROUND OLD CLOGGED SOIL + 10 / DRIP DISPERSAL SYSTEM, AS SHOWN. ABUTTERS SWAMP \ _ :'EXISTING WOOD / f _ OUSE NO. 58 o PARCEL 15 - JAMES & TRACEY BRISTOL PARCEL 19 STANDING + L J TOF=42.1 34.6 PARCEL 17 - SHAUN & LINDA BUCKLER WATER 34 \�� \ ��� `. :.; 3 .4 BEARSES POND PARCEL 18 - MARK HAYES HOLMQUIST, TR. 5/16/95 �� 22 -3 EL 33.4 ON 5/16/95 PARCEL 19 - ESTATE OF FREDERICK ROSENGREN 9'b V 33 PARCEL 20 - LAWRENCE & ELLEN SCOTT 6$ X PROPOSED WORK LIMIT `4 5 \\ .1 - 41 I SILT FENCE W/WATTLE ��, r 65, po :;;.;. .;; �'�-� E.o BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER BUOYANCY CALC'S-MONOLITHIC 1500 GAL. SEPTIC TANK 34.2 _�2-- - -_4 3 WEIGHT OF EMPTY CHAMBER AND AVERAGE 10" COVER WEIGHT OF EMPTY TANK AND AVERAGE 12" COVER 9'�2 ;4.4 , � I � CHAMBER= 4.60 TON (PER ACME-SHOREY) CHAMSER= 6.75 TON (PER ACME-SHOREY) ' 10" COVER= 0.83' X 5.42' x o.ZJ' A U.u03 TON/CU. FT. 12" COVER= 1' X 5.67' X 10.83' X 0.055 TON/CU. FT. 34.5 J y DIRT DRIVE�ygy LOT 1 Q 10" COVER=2.04 TON 12" COVER=3.38 TON TOTAL= 4.60 TON + 2.04 TON =6.64 TON TOTAL= 6.75 TON + 3.38 TON = 10.13 TON ?5.4 - �'-�-3Z 1 855QtS.F. m WEIGHT OF WATER--HIGH GROUNDWATER DOWN WEIGHT OF WATER--HIGH GROUNDWATER DOWN / 35 1 (34.8 -33.29) X 5.42' X 8.25' X 0.0312 TON/CU. FT. (34.8 -33.39) X 5.67' X 10.83' X 0.0312 TON/CU. FT. WEIGHT WATER=2.11 TON WEIGHT WATER= 2.70 TON I / \5.5 36.4 r TANK AND 10" COVER ARE HEAVIER BY 4.5 TON. TANK AND 12" COVER ARE HEAVIER BY 7.4 TON. ,INSTALL RAIL FENCE (35.,' \ v WELL SCALED I TO PROTECT LEACHING .8 37.7 z NOTE TO OWNER FROM ADJACENT \� ,' 36 PLAN 36.1 33 "BOTH THE MICROFAST 0.5 AND THE GEOFLOW DRIP DISPERSAL SYSTEM MICROFAST NOTES: Z REQUIRE A PERPETUAL MAINTENANCE AGREEMENT WITH A SIGNED PARCEL 20 I CQ� CONTRACT BE DELIVERED AND UPDATED TO THE HEALTH DEPARTMENT 1. SEPTIC SYSTEM OWNER SHALL HAVE TANK INSPECTED AT lJ S j ALONG NTH A COPY OF THE OPERATION & MAINTENACE MANUEL_ LEAST ONCE A YEAR AFTER CONSTRUCTION AND PUMP 3r; �, 36. 6 8' THIS SYSTEM IS BIOLOGICAL--LIVING MICRO-ORGANISMS PROVIDE WHEN INSPECTOR ADVISES. INSPECTION SCHEDULE 6.4 �Q'• 5 TREATMENT OF YOUR WASTE AND CAN BE HARMED BY HARSH 2. 2" MIN. DIAMETER BLOWER PIPING NOT TO EXCEED 100' CHEMICALS, GREASE, LATEX PAINT, FLOOR STRIPPERS, ETC. TOTAL LENGTH WITH A MAXIMUM OF 4 ELBOWS. 1. R. J. CADILLAC TO INSPECT BARRIER INSTALLATION. WHENEVER POSSIBLE DISPOSE OF GREASE, PAINT, CHEMICALS IN THE TRASH. FOLLOW LABEL DIRECTIONS ON BLEACH AN HOUSEHOLD 3. 3" MIN. DIAMETER VENT TO DESIRED LOCATION. VENT COVER 2. R.J. CADILLAC ALONG WITH HEALTH AGENT AND CLEANING PRODUCTS--DO NOT OVERUSE. USE PLAIN OLD SOAP TO HAVE A MIN. 7 SQ. IN. OF OPEN SURFACE AREA. FAST/GEOFLOW REPRESENTATIVE TO BE PRESENT BENCH MIARK-- TOP OF CONC. 6 FOR HAND WASHING--SANITIZING SOAP CAN HARM YOUR SYSTEM. 4. INSTALLER SEE BIO-MICROBICS "MircoFAST 0.50 FAST UNIT" FOR FINAL INSPECTION. BOUND = 36.36 NGVD29 DETAIL SHEETS 1-4. PARCEL 18 \ SITE PLAN PARCEL 17 FOR WELL KIT Q BDRM ESTATE OF FREDERICK V. ROSENGREN LVRM C° THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN13JGK41, RED STAMP ID SIGNATURE. DNRM BDRM i LOT 19 58 NYES POINT WAY, CENTERVILLE, MA �\(HOFMASsgO j"°F"�Ssq� JU N E 30) 1995 SCALE: 1 "= 20' ALD EXISTING FLOOR PLAN \ 2 JAMES yG`�� ��� ROAMES yG� NOT TO SCALE CADILLAC N CADILLAC N ���1 RONALD J. CADILLAC PLS, RS #1060 1p #35779 IT, BASEMENT UNFINISHED o o <' WITH WALKOUT WELL ���STER� �q FP PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN sgNITAR\PN aUiN�� P.O. BOX 258 REV. 7/28/2018--RAIL FENCE WEST YARMOUTH, MA 02673 REV. 6/11/2018--BLOWER VAULT PAGE 1 OF 2 REV. 5/25/2018--MICROFAST 0.5 & GEOFLOW DRIP DISPERSAL HEALTH AGENT APPROVAL DATE (508) 775-9700 ALARM & PUMP NOTES FDM GWE 6 SYSTEM PROFILE NOT TO SCALE - 'RlTINU 1. ALARM TO BE WIRED BY ELECTRICIAN ON VALVE XX SEPARATE CIRCUIT FROM PUMP. DIMENSIONS HOLD GEWLIN I GWIMM 0R>PLnE 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. AW"Aaui 3. ALARM TO BE ACCESSIBLE FOR MAINTENANCE. 4. PUMP TO BE CAPABLE OF PASSINGaMM am GEOFLOW�� �� " sa ee lent ® E� 1-1/4" SOLIDS AND INSTALLED IN STRICT M AS aEan a �rto CONFORMANCE WITH MANUFACTURER'S 1500 GALLON MONOLITHIC H-10 SEPTIC TANK GEOFLOW GEOFLOW DRIP TUBE '�°`SPECIFICATIONS. crw:EE> A Y INSTALLER TO MAKE BOTH TANKS WATERTIGHT. HEADWORK'S A PEA QUVEL SUIP PW TEE Omit SEE SITE PLAN FOR EXISTING AND PROPOSED GRADES (180 LINEAL FEET OF DRIP TUBE) PVC Am _ LJ M I CR OFAS T 0.5 UNIT I N (WASTEFLOW CLASSIC DRIP TUBE) ELEV. o M NOLITHIC 1500 GAL ON TANK MONOLITHIC 1000 GALLON TANK 1 1 4 vc wepP.laAl. r IR/VACWM RELIEF soa r MANIFOLD CONNECTION (PVC III ADAPTER) _ / " PROPOSED GRADE=38.35 MIN. 3 SEMM (PLLMKD TO PVC) """ Tm" rrr ALL AT GRADE COVERS TO BE SECURED TOPSOIL 1 MIN. 6" OF COVER 6" MAX. / 2" CLEAN SAND OVER TUBES Micro- s, A• 37.8 bottom :_4-GEOFLOW CPU exist. S=1/2"/ft 4" sch 40 Pvc 41 10" FAST CHECK VALVE :-. emoval TOP DRIP TUBE 37.85 VALVES found. 37.L-37. HIGH WATER 37" \� INVERT 36.80 END MANIFOLD 37.35 3.0' GEOFLOW(L7C-60D)OMIPUK �� � INVERT 38.6t 0.5 05 OVERIDE 35" EXISTING INVERT 37.97 4' -9 PUMP OFF** 30 35. B.O.HPUMP ON** 31" SET EL. OF 34.8 NGVD b b 2 FEET MINIMUM r ,Y USE GOULDS MODEL 12EB05 BLASTER. 1/2 H.P. PUMP. OR EQUAL 1.45' BOTTOM 33.39 -- . .ya tc.� :6;.' .��. _',yc:i::3« P# native soil BOTTOM 32.47 observed water=33.35 NGVD native soil I AT GEOFLOW(LTC-BOO)MIPUNG SLITMTS r: z•. 6" Stone [31OCMR 15.221(2)] ( O�pN Op NE 1A EAM CO I FT.PEA . GRAVEL SUP e LOCKSLIP COUPLING (LTC-600) �/ PRESSURE GUAGE GATE VALVE BOX 2' 13' 8' 30' LEVEL BED ��Z """'"` r*r 10' 10" 8' 3" SOIL EV ALUATION LOG .:: EXISTING WOOD ::.... : HOUSE NO . TEST DATE: May 16, 1995 REMOVAL PROPOSED: ( / PERFORMED BY: Ron Cadillac, Soil Evaluator . ........ q� USE STONE TRENCH UNDER - USE TITLE 5 SAND �iy -icy On WITNESSED BY: Edward Barr RS ALL SUPPLY & RETURN LINES, ON F y MANIFOLDS, AND VALVE BOX 2' T BARRIER H PERC RATE: < 2 min./in. (C layer) FOR FROST PROTECTION. STONE , , EAST AND SOUTH Alt TRENCH & PIPES TO BE EVENLY -' C� 10' / / SIDES OF LEACHING. SOIL SURVEY: 1993, Scale-1: 25,000 i I PITCHED FROM HIGH POINT 0-) CA 40 1' TO BARRIER ALONG Cdc-Carver coarse sand AT AIR/VACUUM RELIEF I / CENTERLINE SIDE VALVES BACK TO PROCESS- / Mir Excessively drained, poor filter ING TANK. BOTTOM OF STONE CO , / 2.5' TO BARRIER ON ao FLUSH MANIFOLD GEOLOGIC MAP: 1986, Scale-1: 100,000 TRENCH TO BE MINIMUM OF N ry / HEADWORKS SIDE. s53 sEceas END FEED / Qbn-Barnstable plain deposit 30" BELOW FINAL GRADE. `✓ N FIRM: Flood Zone B OO / rl S WATER LEVEL (USGS): May, Below normal 0 WASTE WATER DRIPLINES HIGH WATER TABLE: Adjacent Lake water level controlled P o r t\ ! SPACED 2' .APART by spillway-Use NGVD El. 34.8 INSTALL LEVEL, AS SHOWN, WITH PERVIOUS MATERIAL: Layer C, 7'-naturally occurring 0 2" MIN. TITLE 5 SAND COVER / RETURN(FLUSH) LINE -- -__ OVER DRIP TUBE ' b SOIL EVALUATOR DATE SUPPLY LINE -90 L.F. IMPERVIOUS BARRIER 40 MIL VINYL OR EQUAL ALARM & PUMP NOTES TOP BARRIER=37.85 MIN. / BOTTOM= 35.5--2.5' DEEP (CONSTRUCTION NOTES PROPOSED PRESSURE GUAGE dt / @@@UWW Sporty Headworks-BIODIsc Fitter 1.5 Inch 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE FLUSH VALVE AND Manual Fietd Flush 1/2" DRIPLINE IS TO BE LAID LEVEL CIRCUIT FROM PUMP. WASTE FLOW HEADWORKS 2" ON CENTER. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING BOTH MANIFOLDS AND SUPPLY LINES TO INSPECTOR. ." / ��a� NOTE: EXISTING LEACHING IS UNDER PROPOSED NEW LEACHING AND CLOGGED BIE PITCHED EVENLY BACK TO TANKS P SOIL AND STONE WILL NEED TO BE REMOVED PRIOR TO BUILDING NEW SYSTEM. 3. CONTROL PANEL TO BE LOCATED ON OUTSIDE OF HOUSE. MANIFOLD HIGH POINTS TO BE 12" BELOW PROPOSED AIR/VACUUM > / Z PUNISHED GRADE (37.3) AT AIR/VACUUM 4. PUMP TO BE INSTALLED IN STRICT CONFORMANCE WITH RELIEF VALVES RELIEF VALVES MANUFACTURER'S SPECIFICATIONS. FLUSH LINE (27' RUN) PITCH IS 1/4" 5. USE GOULDS MODEL 12EB05 BLASTER, 1/2 HP PUMP, OR SUUPPLY LINE(25' RUN) PITCH IS 1/4" APPROVED EQUAL CAPABLE OF 60.3' TDH@ 4.GPM INSULATE ALL FIELD, VALVE & AIR VENT DETAIL SHEET BOXES, AND OVER MANIFOLD LINES. SYSTEM DETAIL TEST HOLE 1 FOR SIGN DATA DEPTH (inches) ELEV-NGVD29(feet) SCALE: 1 "=10' DE SIGN 0 Fill 39.6 ESTATE OF FREDERICK V. ROSENGREN BEDROOMS: 2* THIS PLAN IS A VALID COPY ONLY IF IT BEARS 8 AN O 11 ED TAMP AND SIGNATURE. A T GARBAGE GRINDER: No 0 layer ����� �" � REQUIRED CAPACITY: 220 GPD E layer N� I SEPTIC TANK SIZE: 1500 gallon min. 16" B layer 10 5/8 �tHDfs �,; ;I q s LOT 12 58 N YES POINT WAY, CEN TER VI LLE, MA BOTTOM LEACHING AREA. 300 SF Y YrFg sq �� q� [i10' X 30'] loamy sand 4 RONALD cy�m � RONALD yG� JUNE 302 1995 SCALE: AS SHOWN JAME DESIGN CAPACITY: 222 GPD 35 36.7 U CADILLACJAMCADILLACN � ADILA ADILL [(300 SF X .74 GPD/SF] C layer 1 Oyr 6/6 # 1060 #35779 RESERVE CAPACITY: 220 GPD ° med. sand ��GIsTF-V- oEss gravel & stone SANITAR`P BUo PUMP RUN TIME: 5'-16 � q40 ��O TIMED DOSES: 24/DAY"** I'm RONALD J. CADILLAC, PLS, RS *REQUIRES DOCUMENT BE RECORDED STATING ITS A 2 BEDROOM DWELLING PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 87» observed water 32.35 P.O. BOX 258, WEST YARMOUTH, MA 02673 REV. 7/28/2018--RAIL FENCE (508) 775-9700 REV. 6/11/2018--FLOAT SETTINGS 120" 29.6 HEALTH( AGENT APPROVAL DATE PAGE 2 OF 2 (OVER) REV. 5/25/2018--MICROFAST 0.5 & GEOFLOW DRIP DISPERSAL