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HomeMy WebLinkAbout0056 SAND POINT - Health 56 SANDPO.INT 1. , OSTERVILLE A=073-017 u i { l� I SIEGIvIUND,ENVIRONMENTAL SERVICES,INC., 102 West Main St Norton 02766; Phone: 401 786 0 t 30 MASSACHUSETTS S NGULAI.R ANNUAL.SERVICE JF TESTING CONTRACT This contracl, entered into and be wcen.Siegibuiul Environtn'cntal,Services,, Ines, (SES) and I airy Taylor (homeowner),0iall be binding,upon both parties in accordance witli the terms and"conditions terms set forth below:. Contract Start: December 6;2011 to Cancellation Location of Shigulair:56 Sand'Point Rd. QstcrV?illc,:MA D2655 Maintenance and service: a)SES will inspect the homeowneCs'current onsite Singula ir System pet MA DEP approval ondt Manufacturer's requirements.,Current.requiremeuts are 2-times per y.oar:, b)L;mergency Calls;SlIS will respond to-emergency'calls within 2 business days of receiving notil'rcatior►:. SES will-charge ter travel,laborreplace;nient parts(if necessary)and cclated s hipping,costs.Aerator replacement will include adjustments in accordance with the Sin;{Hair fill}-.year exchange c)Coinplete inspection Form and subntitto llonicowner and Eoc il`state:authorties: if:required; d)Cost for Maintenance and service..,....$440.00 c:)Inspect and mai►ita rs tlitray.ioletsystem if applicable In additions SES wit perRii•m the following laboratory tests"(effluent onty)a's rcquircment'by local ordmii,ker Nitrate:Nitrite,T0,IN These tests are to be perfcirrned 4 tii?t's:(S}per year. Results of these tesis<%611 lie,flcd with The Barnstable:.C.ounty Dgartmenl of l-fe;alth iiirl.E.nvironment Costs"for.tcsUni ..,.:.. $800s0,0 Other charges: Barnstable County Recor&i hee..::. ....450.00; General• a)lnl.rination.for this contract is based upon current information obtainc<t front,vour.local tloard of Healib and will be amended tf rc�.qu-.emenis change orare inaccurate. b)Contract is transren•ablc upon sale of property c)This contract will;renew annually upon payment of annual:invoice. Cancellation will occur by non payment ofantutal invoice or for non-payment of outstanding service clie•ges as outlined above. Cancellation of this"contract can.be made at any time upon written request by either party.Upon cancellation SES iaill notify uppropriate regulatory agencies of cancellation(as required): Date �� Gate Matt.Dalton General Manager,SES Wastewater Cost of contract for cuirrent,year-S 1290.00 Makle checks li'ayablc:;ta:Sieginund Etiviranment►I Seri ices Pleascsign and return with payment to addi'css,abovc For your convenience,we accept VisaNdsler,Card please calf 401=785-0130 farptvccssinb payment, Seswastewater.com Email: matt stseswastewater.com Malkus, Karen From: Malkus, Karen Sent: Friday, January 12, 2018 12:23 PM To: 'Emily Michele Olmsted' Subject: RE: 56 Sand Point (no rush!) Attachments: 56 Sand Point_lof2 jpg; 56 Sand Point_2of2jpg; x253266.pdf, scstugu.pdf Hi Emily, Attached is the information I have about 56 Sand Point. It is confusing and the summary sheet did not clarify the subtleties. The BOH required the effluent to be sampled 4x/year, but the BOH also said that the "General use certificate"fom2013 ( see attached p.3 ) should be followed. The 2013 document requires monitoring to follow the" Standard Conditions for Secondary Treatment Units Certified for General Use", which was updated in 2015-which says on page 8(also attached) -"An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits)" I am not sure what guidance the contractor is following, but the minimum seems to be once a year, but since they are at the property 4X for other sampling maybe 2X O+M makes sense from their point of view?? Or maybe they are following documents pre-2015 update?Not sure. Best Wishes, Karen. From: Emily Michele Olmsted [ma i Ito:emilymichele.olmsted@barnstablecounty.org] Sent: Friday, January 12, 2018 8:49 AM To: Malkus, Karen Subject: RE: 56 Sand Point(no rush!) Hi Karen, Thanks for your voicemail,just wanted to double-check against what you said on the phone, if only because it somewhat contradicts the permit summary previously sent so I want to make sure I understand. If you have a copy of the Board of Health approval that would be great! Thanks and happy Friday, Emily Michele From: Malkus, Karen [ma ilto:Karen.MalkusC@town.barnstable.ma.us] Sent: Friday, July 21, 2017 12:34 PM To: Emily Michele Olmsted Subject: RE: 56 Sand Point (no rush!) Hi, Attached is what I could find-could not find signed contract with Siegmund. Best wishes, Karen From: Emily Michele Olmsted [ma i Ito:emilymichele.olmsted(�barnstablecounty.org] Sent: Wednesday, July 12, 2017 11:56 AM 1 To: Malkus Karen Subject: 56 Sand Point (no rush!) Hi Karen, I just learned about the Singulair at 56 Sand Point in Osterville. When you get a moment, can you please send me an I/A summary sheet or update the database for this one? I can find when this was put on the agenda for the BOH (in Oct and Nov of 2014) but the minutes are not available for me to see... No rush, really! I know you're busy. Thanks, Emily Michele Emily Michele Olmsted Project Assistant .w BC)DHE - Eafraa i r Cot,rir.= wrr,4v[a ai'.ckH wi I PROMOTE- PROTECT- S 0 AT Department of Health and Environment Barnstable County, Massachusetts PO Box 427 Barnstable, MA 02630 Email: emilymichele.olmsted@barnstablecounty.org Web: www.barnstablecountyhealth.org Twitter: @BCHDCapeCod Facebook: http://www.facebook.com/bchdcapecod Tel: 508-375-6901 Fax: 508-362-2603 2 r Town of Barnstable Barnstable T ° Board of health MASS. 200 Main Street, Hyannis MA 02601 I En 2007 Office: 508-862-4644 ti Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi :November 24, 2014 Mr. Jeffrey Ryther BSS Design 164 Katherine.Lee Bates Road Falmouth, MA 02540 RE 56 Sand Point, Osterville .. Dear Mr. Ryther, You are granted a variance on behalf of your clients, Harry'Taylor and Motoko Sakuri, to construct .an onsite sewage disposal system with a secondary treatment unit at 56 Sand Point Road, Osterville. The variance granted is as follows: Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 82 feet away from the top of:a state-defined coastal bank, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) No more than six (6) bedrooms 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 restrictin-,g the property to six bedrooms maximum. A copy of the recorded deed restrictionshall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The engineering plans shall be revised to show the proper tee lengths within both compartments of the tank in accordance with Title 5 the State Environmental Code, unless it is determined that the isting plans meet special design requirements for the proposed Singulai treatment system. Q:\WPFILES\Ryther56SandPointRoad2014.doe f (4) The septic system with; a secondary treatment unit (S.T.U_) shall be installed in strict accordance with the revised engineered plans. (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. (6) All conditions contained within the `General Use Certification' Letter from the MA Department of Environmental Protection in regards to the proposed Singulair 960-750 dated February 26, 2013 shall be strictly adhered to. (7) The wastewater effluent shall be sampled and tested'.quarterly during the first two years of operation .for total nitrogen, TKN, and nitrate-nitrogen. After two years and completion of eight tests, the applicant may request a reduction in frequency of sampling and testing the wastewater effluent to twice yearly. This variance is granted because the designing engineer attempted to maximize the separation distance of the soil absorption system to the coastal bank on this existing parcel with bordering wetlands on two sides. A secondary treatment unit will be constructed onsite .to reduce nitrogen loading to the groundwater in an attempt to ultimately reduce the impact of nitrogen to the saltwater estuary. n Sincerely yours, Wane Miler, M.D., Chairman Ks. s Q'\WPFILES\Ryther56SandPointRoad2014.doe } Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292 5500 DEVAL L.PATRICK RICHARD K SULLIVAN JR. Governor Secretary 11MOI-HY P.MURRAY KENNETH L KIMMELL Lieutenant Governor Commissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: NORWECO, Inc. 220 Republic Street Norwalk, OH 44857 Trade name of technology: Singulair Bi inetic Wastewater Treatment System Models: Singulair 960-500,960-600, 60-75 ,960-1000,960-1250 and 960-1500. Singulair TNT-500,TNT-600, -750,TNT Singulair TNT-12$0 and TNT-1500. Singulair Green(plastic tank): Green 960-500, 960-600,Green TNT-500 and Green TNT-600. All models are hereinafter called the"System". Schematic drawings illustrating the models,a design and installation manual,an owner's manual,an operation and maintenance manual,and an Inspection checklist are part of this approval. Transmittal Number: X253266 Date of Issuance: Revised February 26,2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code,310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification for General Use to:NORWECO,Inc.,220 Republic Street,Norwalk,OH 44857(hereinafter"the Company"),certifying the System described herein for General Use in the Commonwealth of Massachusetts. The'sale,design,installation and use of the System are conditioned on compliance by the Company,the Designer,the Installer,the Service Contractor/Operator and the System Owner with the terms and conditions set forth below.Any noncompliance with the terms or,conditions of this Certification constitutes a violation of 310 CMR 15.000. February 26,2013 David Ferris,Director Date Wastewater Management Program Bureau of Resource Protection This Information Is available in alternate format Call Michelle Waters-Ekanern,Diversity Director,at 617-292.6761.TOD#1.866-539-7622 or 1.617-674-6666 MassDEP Website:www.mass.gov/dep Printed on Recyded Paper x253266 - Revised General Use Certification 2/26/13 Page 2 of 3 NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System. Transmittal:X253266 Description of the Technology' The System is installed between the building sewer and the Soil Absorption System(SAS) or disposal field. Systems designed for facilities in excess of 1,000 GPD typically require installation of a.pretreatment or septic tank sized in accordance with the Company's requirements. and constructed in accordance with 310 CMR 15.223 through 15.226. The Singulair Wastewater Treatment System,which includes both the Singulair 960 and Singulair TNT models with concrete tank and the Green models with plastic tank,is an extended aeration process providing flow equalization;pretreatment,aeration and clarification for treating sanitary wastewater. The Singulair treatment process takes place in a three-compartment precast concrete tank or similarly sized three-compartment plastic tank(Green models).The initial chamber removes gross solids,grease and oil from the wastewater by settling and flotation.The clarified liquid is aerated in the second chamber using a fractional horsepower, 1725 RPM aerator,operated with timer typically set at 30 min on and 30 min off,to mix and aerate the liquid and promote aerobic treatment.The TNT models are designed to be capable of also reducing total nitrogen in the wastewater with aeration timed to operate 60 min on and 60 min of. The third chamber contains the Bio-Kinetic unit,which provides additional filtration and settling using non-mechanical flow equalization. Sludge that settles in the third chamber is returned to the aeration chamber using a Bio- Static sludge ret urn turn installed in an opening between the second and third compartments. The System includes a weather-tight enclosed control panel with aerator controls,manual reset circuit breaker,on-off automatic selector switch,adjustable timer mechanism and an audible/visual warning system to report malfunctions. The panel also contains the high water level override and high water alarm. The alarm and control circuits are each connected to an independent power source run from the main power source of the facility.The control panel is mounted in a location always accessible to the System operator. Conditions of Approval The term"System"refers to the STU in combination with the other components of an on site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval"refers to the technology-specific Special Conditions,the conditions applicable to all STU's with General Use Certification,the General Conditions of 310 CMR 15.287,and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to serve a facility where the site meets the requirements for new construction and the design flow is lessthan 2,000 gpd,the Department authorizes reductions in the effective leaching area(310 CMR 45.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. [X253266, formerly W140901]:. w ' Revised General Use Certification 2/26/13 Page 3 of 3 NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Transmittal:X253266 Special Conditions 1. The System is a Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval,the System shall comply with all the"`Standard Conditions for General Use Certification of Secondary Treatment Units", except where stated otherwise in these Special Conditions. 2. The System is approved for facilities where the design flow is less than 10,000 gpd and where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving authority.. 3. The System, shall be installed between the building sewer and the effluent pump chamber for disposal in the SAS of a system designed and constructed in accordance with 310 CMR 15.100 - 15.279,subject to the provisions of this Approval. 4. The maximum burial depth for the Singulair Green model shall not exceed 16.5 inches.For deeper burials the System Designer shall consult with NORWECO, Inc. and their `Deeper Burial Requirements' for the Green plastic tank model. 5. All proposed Singulair installations, including the Green model, shall require buoyancy calculations in locations with high groundwater elevation.Tie downs and associated anchors, such as the anti-flotation beams available from NORWECO, Inc, may be required to prevent tank floatation.The buoyancy calculations shall be included on the Title 5 septic system plan for each System installation. System buoyancy calculations shall include consideration of the high groundwater elevation developed as required by 310 CMR 15.100 through 15.105. Design plans prepared in accordance with 310 CMR 15.220 shall include System an and backstay details when necessary. 6. Singulair Green model installations with plastic tank are not designed for traffic loading. No Green System shall be located or installed in a vehicle traffic area. Siting of the Green models (Green 960-500,Green 960-600,Green TNT-500 and Green TNT-600)in a location subject to vehicular loading is specifically prohibited by this Approval. Where vehicles can possibly access an installed Singulair Green System site, suitable warnings shall be installed. 7. Singulair models 960-1000, 960-1250, 960-1500;TNT-1000, TNT-1250 and TNT-1500 all require separate septic tanks. These models must meet Massachusetts Title 5 septic tank requirements in accordance with 310 CMR 15.223 through 15.226. All other Singulair models covered by this Approval are exempt from the requirements for a standard Title 5 septic tank designed in accordance with 310 CMR 15.223(1)and 15.224.The record drawings, on file with the local approving authority, shall clearly indicate an area for a septic tank meeting the requirements of Title 5 and the drawings shall indicate that the area is for the sole purpose of installing a Title 5 septic tank in the future, if necessary. The System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would prevent the installation of a Title 5 septic tank in the future. [X253266, formerly W140901] _ c Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner Standard Conditions for Secondary Treatment Units Certified for General Use Last Revised: March 20, 2015 A Secondary Treatment Unit (STU) is an alternative technology designed to reduce the amount of organic material and solids in sanitary wastewater. An STU may be used as a component of anon-site sewage disposal system to enhance treatment prior to discharge to the soil absorption system (SAS). For residential systems with design flows less than 2,000 gpd, certain STU's may be used as a component of an on-site sewage disposal to reduce the effective leaching area required for the SAS where soil or site conditions may make conventional soil absorption systems more costly or less desirable to construct. For residential systems with design flows less than 2,000 gpd, an STU which allows for a reduced leach field may require less land area,potentially less fill, and less disturbance of the site. The System consists of an STU preceding a soil absorption system and, when the leaching area is reduced or the design flow is 2,000 gpd or greater; the SAS must be pressure dosed. A conventional septic tank precedes the STU unless exempt by the Special Conditions for a specific Technology. The use of an STU in accordance with this General Use Certification requires, among other things: • A Disclosure Notice in the Deed to the property (310 CMR 15.287(10)) (A Deed Notice template is available from the Department); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • A Massachusetts certified operator who has received training for the technology and is under contract for periodic inspection and maintenance (310 CMR 15.287(10)); • Periodic sampling, recordkeeping, and reporting, in accordance with this Approval; • Notification within 24 hours by the System Owner to the local approving authority of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with this Approval_ This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Standard Conditions for Secondary Treatment Units Page 2 of 16 Certified for General Use Last Revised: March 20, 2015 Definitions and References: The.term"System"refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" or"Certification" refers to these Standard Conditions, the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. The Conditions contained herein MUST be read in conjunction with any special conditions that are Technology-specific. I. Purpose 1. This Certification is for the installation of a System to serve a facility for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing Systems and Systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. This Certification shall not be used for the installation of a System to upgrade or replace an existing failed or nonconforming system, unless the facility meets the siting requirements for new construction, including a reserve area. All other proposed upgrades utilizing this System shall be in conformance with the Remedial Use Approval issued by the Department for this System. 4. With the other applicable permits or approvals that may be required by Title 5, the Certification for General Use authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 5. Provided that the local approving authority approves the System in conformance with the Department's General Use Certification for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis,pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. Standard Conditions for Secondary Treatment Units Page 3 of 16 Certified for General Use Last Revised: March 20, 2015 IL Design and Installation Requirements 1. Effluent BOD5, TSS and pH - The effluent discharge concentrations from the Secondary Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L BOD5 and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0. 2. Except where the Special Conditions for an approved Technology state otherwise, the Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223 — 15.229, connected to the building sewer and followed in series by the Technology and the SAS. 3. Except where the Special Conditions for an approved Technology state otherwise, the Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 4. Residential Systems less than 2000 gpd, Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates—For residential Systems with design flows less than 2000 gpd, the required effective leaching area may be reduced up to 50 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided that: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) effluent pressure distribution is provided and designed in accordance with Department guidance. The Department's Pressure Distribution Guidance dated May 24, 2002 can be viewed on the internet under Title 5/Septic Systems Guidance at http://mass.gov/dep/water/laws/policies.htm#t5guid. (Alternatively, the effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area may be taken when using these loading rates, as stated in the regulation.) For residential design flows of 2000 gpd or greater and for all nonresidential systems, no reduction in the effective leaching area is allowed. 5. When the System is allowed a reduction in the required effective leaching in accordance with Paragraph I.4, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area. The record drawings, approved by the local approving authority, must clearly indicate the area for a full-sized conventional primary SAS and the full-sized conventional reserve area are for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase in flow. 6. The record drawings, approved by the local approving authority, must clearly indicate the area for a conventional reserve SAS is for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase in flow. Standard Conditions for Secondary Treatment Units Page 4 of 16 Certified for General Use Last Revised: March 20, 2015 Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. In a nitrogen sensitive area(NSA), as defined in 310 CMR 15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a Recirculating Sand Filter(RSF) or equivalent technology, as required by 310 CMR 15.202(1). Under this General Use Certification, Secondary Treatment Units are not approved as an RSF equivalent technology and shall not be installed in a NSA to serve facilities with actual or design flows of 2,000 GPD or greater. (The Technology may have a separate approval for nitrogen reduction, but must be installed under that approval.) 8. The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI). 9. Except for septic tank covers which are not required to be at grade, the frames and covers of all other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade, to allow for necessary inspection, operation, sampling and maintenance access. Manholes brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection,pumping, or repair shall be located directly upon or above the access locations. 10. All System control units,valve boxes, distribution piping,conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 11. The control System c y o of panel including alarms and controls shall be mounted in a location always accessible to the operator (service contractor). When pumping is required to discharge to the SAS, the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, or backups. Emergency storage shall be provided when pumping to discharge is employed, including pressure distribution, such as when the System is allowed a reduction in the required effective leaching area, in accordance with Paragraph I.4. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System and the storage capacity shall include an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 12. System unit malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 13. The shall System h y s a not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back u or break out. P g Y � p Standard Conditions for Secondary Treatment Units Page 5 of 16 Certified for General Use Last Revised: March 20, 2015 14. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 15. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred for annual inspection.) 16. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and the 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the Owner's estimated costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and vii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local Approving Authority, if the Department or the local Approving Authority determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 17. The System Owner and the Designer shall not submit to.the local Approving Authority a DSCP application for the use of a Technology under this Certification if the Certification has been revised, reissued, suspended, or revoked by the Department Standard Conditions for Secondary Treatment Units Page 6 of 16 Certified for General Use Last Revised: March 20, 2015 prior to the date of application. The Certification continues in effect until the Department revises, reissues, suspends, or revokes the Certification. 18. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 19. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the local Approving Authority, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 20. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. 21. Prior to the issuance of a Certificate of Compliance by the local Approving Authority, the System Installer and Designer must provide, in addition to the certifications required by Title 5, certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 22. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and When a sanitary sewer connection becomes feasible after an Alternative System has been installed,the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the local Approving Authority. III. Operation and Maintenance 1. To ensure proper operation and maintenance (O&M) of the System, the System Owner shall enter into an O&M Agreement with a qualified Service Contractor whose name appears on the Company's current list of Service Contractors and has been certified, at a minimum, at Grade Level II (two) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. Prior to commencement of construction of the System, the System Owner shall provide to the local Approving Authority a copy of a signed O&M Agreement. 2. From start up and thereafter, the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance with this Certification, the Designer's O&M requirements, the Company's O&M requirements, and the requirements of the local Approving Authority. The System Standard Conditions for Secondary Treatment Units Page 7 of 16 Certified for General Use Last Revised: March 20,2015 Owner and Service Contractor shall be responsible for compliance with all monitoring and inspection requirements. All inspection, operation,maintenance, and monitoring requirements remain in effect until the conditions are modified, terminated, or superseded by a new Approval. 3. The System shall comply with the following monitoring requirements and effluent limits. The required O&M Agreement with the Service Contractor shall include the following monitoring schedule, at a minimum, subject to modifications that may be required by Paragraphs II1.7.a) and 7.b): Monitoring Sample Effluent Parameter Fre uenc T e Location Limits See pH frequency grab effluent of 6 to 9 specified treatment unit below See frequency effluent of turbidity specified measure treatment unit 40 NTU below See Measure and settleable frequency measure effluent of record ml/1 solids specified treatment unit only below See Record color frequency visual effluent of observation specified observation treatment unit only below See dissolved frequency effluent of oxygen(D.O.) specified measure treatment unit 2 mg/1 below Depth of See Inspection port to See Paragraph Ponding Paragraph measure bottom of SAS 111.10 within SAS 11I.10 Thickness of Septic tank or floating Once every other process Pump out, as grease/scum 3 years measure tank where solids necessary layer are retained Depth of Sludge and Septic tank or distance to Once every measure other process Pump out, as effluent 3 years tank where solids necessary are retained tee/filter/outlet Standard Conditions for Secondary Treatment Units Page 8 of 16 Certified for General Use Last Revised: March 20, 2015 4. An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits). , 5. Facilities (residential and nonresidential)with a design flow of less than 2,000 gpd, other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and a maximum of 7 months between monitoring inspections. 6. Facilities (residential and nonresidential) with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits) and not more than 4 months between monitoring inspections. 7. Systems installed under this Approval shall be subject to the following Performance Requirements: a) Whenever field tests indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory analysis for BOD5 and TSS; b) For an individual household, if laboratory analyses indicate an exceedance of 30 mg/L BOD5 or 30 mg/L TSS, the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range, an exceedance of the turbidity limit or D.O. below the desired minimum the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect another effluent sample for laboratory analysis for BOD5 and TSS; and c) Whenever two consecutive sampling rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS, the System Owner shall be responsible for submitting to the local Approving Authority, within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. Standard Conditions for Secondary Treatment Units Page 9 of 16 Certified for General Use Last Revised: March 20, 2015 8. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS, if measured; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s)pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 9. Unless directed by the local Approving Authority to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to the surface. 10. Measuring the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection ports and any other available access to the distribution system for: a) Residential systems less than 2000 gpd where the effective leaching area installed is less than that required by Title 5 (310 CMR 15.223-228); and b) Any system where a septic tank meeting the requirements of Title 5 has not been installed. (Not providing a septic tank meeting the requirements of Title 5 must be allowed by the Special Conditions of the Technology approval.) 11. Whenever an SAS inspection port measurement indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding Standard Conditions for Secondary Treatment Units Page 10 of 16 Certified for General Use Last Revised: March 20, 2015 within the SAS is above the invert of the distribution system, the System Owner shall be responsible for submitting to the local Approving Authority, within 60 days of the follow up inspection, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and any laboratory analyses for the previous year. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. IV. Additional System Owner and Service Contractor Requirements 1. Prior to commencement of construction of the System and after recording and/or registering the Deed Notice required by 310 CMR 15.287(10), the System Owner shall provide to the local Approving Authority a copy of: a) a certified Registry copy of the Deed Notice bearing the book and page/or document number; and b) if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 2. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the local Approving Authority within 10 days of giving such notice to the transferee(s). 3. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the local Approving Authority which covers the proposed work. 4. The System Owner shall provide access to the site for the Service Contractor to perform inspections, maintenance, repairs, and responding to alarm events, as may be required by the Approval. 5. The System Owner and the Service Contractor shall maintain an O&M Agreement at all times. The duration of the 0 & M Agreement shall be at least one year and shall include the following provisions: • Standard Conditions for Secondary Treatment Units Page 11 of 16 Certified for General Use Last Revised: March 20,2015 a) The name of a Service Contractor, who meets the qualifications specified in the Approval, shall be included; b) The Service Contractor's responsibilities for inspection, operation, maintenance, monitoring, recordkeeping and reporting, as required by this Approval shall be included; c) The Service Contractor shall be responsible for obtaining lab analyses and submitting the monitoring results to the System Owner and the local Approving Authority in accordance with the reporting requirements; and d) In the case of a System which is determined to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval,procedures and responsibilities of the Service Contractor and System Owner shall be clearly defined, including corrective measures to be taken immediately. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy of the O&M Agreement, the approved design plans, the Owner's Manual, and the O&M Manual. 6. The Service Contractor shall submit to the System Owner the O&M report and inspection checklist within 60 days of any site visit. 7. The System Owner and the Service Contractor shall maintain copies of the Service Contractor's O&M reports, inspection checklists, and all reports and notifications to the local Approving Authority for a minimum of three years. 8. Upon determining that the System is in violation of the Approval or the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 9. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner and the Service Contractor shall be responsible for the notification of the local Approving Authority within 24 hours of such determination. 10. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the Service Contractor shall provide written notification within five days, describing corrective measures to the'System Owner, the local board of health, and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Standard Conditions for Secondary Treatment Units Page 12 of 16 Certified for General Use Last Revised: March 20, 2015 Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 11. The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement with a Service Contractor. The Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement. 12. By March 1 st of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local Approving Authority all O&M reports and inspection checklists completed by the Service Contractor during the previous calendar year. 13. By March Ist of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, violations of the Approval, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 14. The Service Contractor shall notify the System Owner of these Conditions and any other changes to the terms and conditions of the Approval within 60 days of any changes. 15. Within one year of any changes to the terms and conditions of the Approval, the System Owner shall amend, as necessary, the O&M Agreement required by Paragraph IV.S to reflect the changes to the terms and conditions of the Approval. 16. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 17. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. Standard Conditions for Secondary Treatment Units Page 13 of 16 Certified for General Use Last Revised: March 20, 2015 V. Company Requirements 1. The Approval shall only apply to model units with the same model designations specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the units, installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except the Company shall be responsible for verification of the appropriate model unit as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in a Technology approval. 2. Prior to submission of an application for a DSCP,the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring (i.e. water use); iv) alarm response procedures and troubleshooting procedures; c) An owner's manual, including alarm response procedures; d) Estimates of the Owner's costs associated with the operation including, when applicable: power consumption, maintenance,recordkeeping, reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of trained Designers and trained Service Contractors and, if training is required by the Company, trained Installers. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. The Company must maintain programs of training and continuing education for Service Contractors. Training shall be made available at least annually. If the Company requires trained Designers or Installers,the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update, and make available by February 15cn of each year, lists of trained Service Contractors and, if certification or training is provided by the Company, Designers and Installers. The Company or its authorized Standard Conditions for Secondary Treatment Units Page 14 of 16 Certified for General Use Last Revised: March 20, 2015 agent shall certify that the Service Contractors and, if training is provided, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs IV.10, 11, and 13. 5. The Company or its authorized agent shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 6. If training is required, the Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract, that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 7. As part of any training programs for Service Contractors, Installers, or Designers, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 8. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s)with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 9. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents,prior to any sale of the System. 10. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 11. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the System and all distributors and resellers of the System. Standard Conditions for Secondary Treatment Units Page 15 of 16 Certified for General Use Last Revised: March 20, 2015 12. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 13. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual, including alarm response procedures; d) an operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements and recommendations (including water use and power consumption when required) and sampling procedures; iv) alarm response procedures and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including, when applicable: power consumption, maintenance,recordkeeping, reporting, and equipment replacement; f) a copy of the Company's warranty; and g) lists of trained Service Contractors and, if training or certification is required, Designers and Installers. 14. The Company shall maintain the following additional information for the Systems installed in Massachusetts and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type of use(e.g. residential, commercial, institutional, etc.), the design flow, the model installed; b) the installation date, start-up date, current operational status; c) the name of the Service Contractor, noting any cancellations or changes to any Service Contracts; and d) copies of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses, all monitoring results,inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. Standard Conditions for Secondary Treatment Units Page 16 of 16 Certified for General Use Last Revised: March 20, 2015 15. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. CDH BARVsmstx:Comy DEPARTMENT OF HEALTH ENvmwaff PROMOTE - PROTECT- SUPPORT .yl° October 24, 2017 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 s RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, - I have enclosed 1 (one) letter to the owners of innovative/alternative septic systems in the Town of Barnstable. This letter is the initial correspondence in regards to the cancellation of the O&M contract for this system. - My normal protocol is to'send'on6 standard letter to'dwners, If the owner is not compliant in 15 business days, I then send a certified letter. In'the event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others'in your town, please log on to the septic database at.h-ttps://septic.barnstablecountvhealth.org If you have any questions I can be reached on my desk phone at (508) 375-6901 or by fax at (508) 362-2603. I can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. incerely, Emil ichele Olmsted Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(568)375-6613 1 FAX:(508)362-2603 1 TOO:(508)362-5885 Web:barnstablecountyhealth.org I Twitter:68CHOCapeCod PBCDHE 7 I Bawv-TAM C ENV1aONMENi o' s"r ` PROMOTE-PROTECT-SUPPORT �`�. ` .� • OF 1926-2016 October 24th, 2017 Harry Taylor 32 Traveler Street Penthouse 10 Boston, MA 02.118-2844 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 56 Sand Point in the town of Barnstable. f- Dear Harry Taylor, Our records indicate that the operation and maintenance contract with Siegmund Environmental Services, Inc. for your innovative/alternative wastewater treatment system may have expired or was canceled as of September 26th,2017.To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at https://septic.barnstablocountyhealth.ora. You can access the list of wastewater operators of whom we are aware do business in Barnstable County. This septic database also provides further explanation about your I/A septic system,".as well as any sample and inspection history for the performance of your system, as entered by previous service providers. . My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail,.fax, or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I have enclosed a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by forwarding a copy of a signed contract, you may be referred to the Barnstable Board of Health for further enforcement action. I can be reached at 508-375-6901; my fax number is (508)362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org.Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures(2): Certified Wastewater Treatment System Operators List, Inspection and TestingAgLUNTY COMPLEX 3195 MAIN STREET/PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375-6613 1 Fax:(508)362-2603 1 TDD:(508)362-5885 Web:barnstablecountyhealth.org I Twitter:@BCHDCapeCod New I/A System Permit Summary Sheet Site.Information Town: ,`Z ,,` Town Permit# ' I �4-11 9--(-) Assessor Map/Parcel: �j 4 Unique Town ID# Site Address: 0-,,--� C pc)ix�� Owner Name: . � a-y- Altername Name: 1 Q H.:, 4��� i Home Phone: Mailing Address: i ZV- Work Phone: 4 Title 5 Information ca , E Building Type/Use: i 1��1� < Design Flow: Seasonal: Yes ❑ No ❑ Unknown ❑ Bedrooms: (� ���E'�✓trr�, Title V N.S.A.: Yes ❑' No ❑ Unknown ❑ Lot Size: I Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model: t r\-0 yJ a-( ✓ `J General Inspection Frequency:- _ DEP Permit Type: Approval Date: [ Z"-f COC Date: Provisional Contract Entity: .�t r � c ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot In allation Date: h Unit Startup Date: DEP Permit ID# Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate Nitrite" Organic N ❑ Ammonia] TKN — Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring,Schedule: Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ - Monitoring Schedule: Other Applicable Limits: Tracking# Entered: Entered By: FAX: 508-362-2603 ..11 TOWN OF BARNSTABLE 1J LOC TION Scs � SEWAGE# 1 � d 7 VPLAGE© o- /�a Aoc ASSESSOR'S MAP&PARCEL 3 �r IV INSTALLER'S NAME&PHONE NO. �Gr SEPTIC TANK CAPACITY /& 00 &-CLI`a y 5 T r, LEACHING FACILITY:(type) (0 �SGp (size) S ��Te AC a 4.ti c's NO.OF BEDROOMS OWNER PERMIT DATE: ,�C�J1t f/t! COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within , 300 feet of leaching facility) l Feet FURNISHED BY�(i r�CG S oLc�C����O� h t !) Q N. pT kn c s C { ( r l� p, U "�� I r' Fee_� •— THE COMMONWEALTH OF ASSACHUSETTS Entered in computer: t� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application f r misposal ,*pstem cons VPrtnit Application for a Permit to Construct( Repair{ ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. s' Ow er's Name,Address,and Tel.No. o S.T f V I LL 1F/ 6 Sdw�Yo�hit- 7Z l:y-�YI- bTC Assessors Map/Parcel - — J SIDEICt Installer's Name,Address,and Tel.No.S01-9 a7.15�0 a Designer's Name,Address,and Tel.No.3-0%- 1/0_ r 0Kf 3c',C4"V4-rl (r & s5 HE'S/GW I u AL5 Xc Type of Building: Dwelling No.of Bedrooms -� Lot Size t q.ft. Garbage Grinder i Other Type of Building �!j /ZD& C,9 No.of Persons Showers( � Cafeteria(� Other Fixtures Ay IAL Design Flow(min.required) gpd Design flow provided ���, gpd Plan Date Number of sheets Revision Date Ald f/, Title J o 15 50 4, S'jesp ej4 Tank sI[L6 y L O�ftjoirL Type of S.A.S.�/1( S"!lV 64t4 o[d ti C 9 Description of Soil —F �- ,g ��AAA)�; Nature of Repairs or Alterations(Answer when applicable) IV,InC- 5/A1 G uL 1JJ r_ 9 6=-y Pr7rj '/ 5gSI-E1M `SFr)&. oscD 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 ea Signe Date S' Application Approved by LL Date o Application Disapproved by Date for the following reasons 1 Permit No. � Date Issued ( 1-he - ------------------ f 2/ trV�?. �v 'YN ' / Fee / k ., THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLICIHEALTH DIVISION ' TOWNwOF BARNSTABLE, MASSACHUSETTS 2,pplitatlon for ]Disposal6pstem Con=ystem n Permit Application for a Permit to Construct(�epair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. s6 Sa vJ D`t?o I►fir O er's Name Address,and Tel.No. 05<rlr;tV114 ,A �`��lrrV;�Ny/-07C Assessor's Map/Parcel - - / 7 SOBAtJ 0 0 5)- /G G k Installer's Nkrme,Address,and Tel.No.S10$- J S-0 a D signer's Name,Address,and Tel.No.30cd- 5 4/ _ S � Type of Building: v)f } Dwelling No.of Bedrooms Lot Size 7 ft. Garbage Grinder(—) Other Type of Building /`�� ;I prz�GL '" No.of Persons Showers( �) Cafeteria Other Fixtures Design Flow(min.required) 0 gpd IDesign floow[provided �S, gpd Plan Date IY6 / Number of sheets T Revision Date Ala d.,( �2p/;j� Title SL)T5 S rc A-C 5."-)ft G G Q/ 5_41- 5 7r 1�1�1Sp ao CS�eSO / -' &FF p . . . r, r Description of Soil S E=F_ A r- AC/'/ -0 /?,4AA)� AN Nature of Repairs or Alterations(Answer when applicable) Na rt-. _5_1A1 G yL/d/x r-/1l=// /ng37od� S �S�w► 3�r�� us�� ' Date last inspected: Agreement: The.undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in w t 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 bee`n Tea by this Board of a r,l + k Signe Date / S Application Approved by Date ,2. /o (t./ `re Application Disapproved by Date ; A "hfor the following reasons r- r r Permit No. O �/ t0 U Date Issued t - i + ------------------------------- .--�;.' .. P ... -- - .- ------------------------------------------- THE ` _ t 4 COMMONWEALTH OF MASSACHUSETTS GA^� i��I i BARNSTABLE,MASSACHUSETTS L�v '•,, �0" Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) u Abandoned( )by at S� 57Awo JP0/AJ T/zO• 0 57:"�y/ClP has been constructed in accordance 6 /�41 �o(`! v with the pr vis onL�,ef, Ile 5 and for Disposal System Construction Permit No. dated Installer} �// Designer /3 55#bedrooms U." ( P f f r, Approved design flow PP g to 6Sf.� gpd The issuance of this pe/rmit shall of be construed as a guarantee that the system ill fun 'o s esigned. Date (t7 / f�p Inspector •.----�-� ------------------------------------------------------------------------------------------ --- `( =------ ----( ------------ No. 0 `7 �ev FeeJ V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS IDieposaY 6pstem Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at -(5 50AIC /'-0/TUT-/CO p 5)',<Z V14-L.Af 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 ) U/(q Approved bypf tf , 4 1 Town of Barnstable Regulatory Services Richard V. Scali, Interim Director * BAIMSenaLE. 9� MASS. Public Health Division s63q. �0 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# . - qp Assessor's Map\Parcel l3 �7 Designer: aP_S!gq;n Imo. Installer: &All-� �xCc�yaC fdys Address: Address: ��y!/1�QL�` Ll'� Gov li NA G z5 f0 On % �GVV!` AGA1410_5 was issued a permit to install a d e) (installer)st septic system at Gjlo ���� I Ot4 f, 1�5/oyri6, based on a design drawn by (address) 4 t� /Ae— dated (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that e system referenced above was constructed in compliance with the terms of the RA roval letters (if applicable) E 0` p� JEFFREY CyG � fDW1N �v o(Inst Si ature) o RYTHER NO.a34sa GN1L _ �sSMuni EN�'� esigner' Signature) (Affix Designer`s Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable ,. , . Barnstable my Board of Health `"`N .200 Main Street, Hyannis MA.02601 r 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-796-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 24 2014 Mr. Jeffrey Ryther BSS Design 164 Katherine Lee Bates Road Falmouth, MA 02540 RE 56 Sand Point, Osterville A 073 01:7 Dear Mr. Ryther, s , You are granted a variance on behalf of your clients; Harry Taylor and Motoko Sakuri, to construct an onsite sewage disposal system with- a secondary treatment unit at 56 Sand Point Road, Osterville. The variance granted is as follows: C o Section 360-1 of the Town of Barnstable Code: To install a-soil absorption system 82 feet away.from the top of a state-defined coastal bank, in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: �,V� b� s .(1) No more than six (6) bedrooms are authorized at this property. Dens, ev' study rooms, offices, finished attics,sleeping lofts, and similar-type rooms are considered 'bedrooms" according to the MA Department of Environmental.Protection. I (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 six 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 engineering plans shall be revised. to show the proper tee lengths within both compartments of the tank in accordance with..Title 5 the :State Environmental Code, unless it is determined that the existing plans meet V Q special design requirements for the proposed Singulair treatment system. Q:\WPFILES\Ryther56SandPointRoad2Ol4.doc / (4) The septic system with a secondary treatment unit (S.T.U.) shall be installed in strict accordance with the revised engineered plans. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health g p Y Y g that the system was installed in substantial compliance with the revised plans. (6) All conditions contained within the `General .Use.Certification' 'Letter from the MA Department Gf--Fnvironmental Protection in regards to the proposed Singulai ated February 26, 2013 shall be strictly adhered to. ✓(7) The wastewater effluent shall be sampled and tested quarterly during the O . first two years of operation for total nitrogen, TKN, and nitrate-nitrogen. , I�_ After two years and completion of eight tests,'the applicant may request a reduction in frequency of sampling and testing the wastewater effluent to twice yearly. i This variance is granted because the designing engineer attempted to maximize the separation distance of the soil absorption system to the coastal bank on this existing parcel with bordering wetlands on two sides. A secondary treatment unit will be constructed onsite to reduce nitrogen loading to the groundwater in an attempt to ultimately reduce the impact of nitrogen to the saltwater estuary. Sincerely yours, f 41 , l Wayne Mi ler, M.D., Chairman Q:\VvrPFILES\Ryther56SandPointRoad2Ol4.doc - y , e �IKE",$-- DATE: � ...�•`-.`� * EtA3tItiSTe1Bi,E>';+�i ' �� ...•- l .:_:_ yx MA93. 16aq.�t`e _,..— -`� REC. BY Ep pit Town of Barnstable SCHED, DATE: Board of]Health C.e*-+ 200 Main Street,Hyannis MA 02601 Office: 508.862.4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi ' Paul J.Canniff,D.M.D. VA.�RIANCE REQUEST FORM LQCATIQN Property Address: tJs4�" Assessor's Map and Parcel Number (' i - Size of Lot; , 0 r ' m e, Wetlands Within 300 Ft. Yes . _ Business Name:. No. Subdivision Name: APPLICANT'S NAME: llstG l)ir` ,rt Phone: Did,the ovine ofthe prope you to 1°ejaa escnt hint ctr!ier? Yes s No PROPERTY OWNER'S NAME CONTACT PERSON 14T@tttle: 1 , ( cl't> r ,J N..ble L aic f3ss fs Yid Q/ Address;IUK� Addtcss. a av i ry Le e Z,a"i �� ,�•�� I�� iF�a It,d° I t t�r,r�, , tri ri � ��x��c:. ��,�p` Phone:. ® . Phone:.. ©ate yo VA RfANCE FROM REGU 4LVTCQN(List R ) 1.,1, AS0NFOCALMO VA:RIANCE(May attach if more space needed) Ct 79t '' fj�#ft 9ti"�JLU+ �{i 1 �A '�bct i s cr a 3vl _�fi rrgxb i� sad ci .:�.� � F �.�—�lt ,� �"` __ __ �}�.r��f �t _', �.�.!♦rl1"i'''f _�{, te��rr�. ^. NATURE OF WORK: House Addition ❑ House Renovation Repair ofWailedtic System Checklist (to be completed by once staff.-person receiving variance request application) Please submit copies In 4 separate completed sets, _ Four(4)copies of the completed variance.request form _ Four(4).copies of engineered plan submitted(e.g,septic system plans) _ Completed'seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)eopies:of labeled dimensional f oorplans submitted(e;g,house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified 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) Full,menu submitted(for grease trap variance requests only) Variance request application fee collected.(no fee for lifeguard modification,renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leas'eoonly],and uarianc repair failed sewage disposalsystems[only if no expansion to the building proposed]) Variance request submitted:at least 15 days prior to meeting date . VARIANCE APPROVED {y Wayne.Miller,Chairman NOT APPROVED... _ _ _ r�,3 s�i O' ' u�j' Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decol1ik\AppData\Local\Mic' osof;t\b'indo�ws�\~Tempzoi,�y' Internet Files\Content,out look\BAJ9P9B7\VARI EQ.Doc f 1=. t r F; Dor_-e1s257s782 11-05-2014 3:45 . BARNSTABLE LAND COURT REGISTRY fss' F• i., e DEED RESTRICTION WHEREAS, Harry D. Taylor, of 1280 Washington Street, Apartment 403, Boston, : Massachusetts 02118, is the owner of the property known and numbered 56 Sand Point, Osterville, Barnstable County, Massachusetts 02655, which is shown as Lot 93 on Land Court `. Plan 15354-94 and registered with Certificate of Title No. 203258; , WHEREAS, Harry D. Taylor, as the owner of said property, has agreed with the Town of E' Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any dwelling located on said property as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, . Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; and 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 310 CMR 15.000, State Environmental Code,Title V,Minimum Requirements for Subsurface Disposal of Sanitary Sewage, are requiring the restriction on the number of bedrooms in the dwelling constructed on k>' the property be put on record with the Barnstable County Registry of Deeds by recording this document; is NOW THEREFORE, Harry D. Taylor, does hereby place the following restriction on > said property in accordance with their agreement with the Town of Barnstable Board of Health and Town of Barnstable Building Department,which restriction shall run with the land and be binding upon all successors in title: 56 Sand Point, Osterville, MA may construct upon the lot a dwelling that contains a maximum of six(6) bedrooms. Harry D. Taylor agrees that this shall be a permanent 1: deed restriction affecting the property located at 56 Sand Point, Osterville,MA, shown as E` Lot 93 on Land Court Plan 15354-94 and registered with Certificate of Title No. 203258. F E_ The foregoing restriction shall remain in force only so.long as the property is serviced b a ri g $ Y g p P Y Y �. private septic system, and said restriction shall terminate and be of no force and effect upon j connection of the property to a public sewer system. E". �I E'. vr. K. Y' 4 F f E, E f' f r f Executed under seal this day of October, 2014. Es r. l= arry D. a or E �V I i, F: COMMONWEALTH OF MASSACHUSETTS k: I: L—IL County 'f On this day of October 2014, before me, the undersigned notary public, personally appeared Harry D. Taylor and proved to me through satisfactory evidence of identification, which was p�Scuj 1( Kew.,to Ae, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. i E Notary P is , My corn fission expires: D .?/d�/mil 2 r E EO& FIAITH I CLEMENTSNotary Public MONWEALTH OF MASSACHUSMSy Commission Expires July 28,2017 he i! I f 6: I. f: h>. ��� � � ��� s��,�6_ 3s�s' :,�� .� .,__ a 00 HOSTETTER HOMES Custom Home Building& Remodeling 508-428-2828 11/10/14 To Whom It May Concern: The attached set of plans for 56 Sand Point Osterville is being submitted for review by the board for the continuation of a variance request from the October 14th, 2014 hearing.A set of plans was originally submitted to the board November 1st 2014.Since then the plan has been altered.The new plan shows the Singulair tank.moved to the North and West, out the driveway to avoid the need for H2O reinforcing. Please call Tom Bunker(BSS Design)at 508-540-8906,Adam Hostetter(Hostetter Homes) 774-836-3098, or Chris Hagerty(Hostetter Homes)508-560-3525 with any further questions. Regards Chris H gerty h -E Nd Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental. Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SULLIVAN JR. Governor Secretary TIM9FHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Cornrriissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: , NORWECO, Inc. 220 Republic Street Norwalk, OH 44857 Trade name of technology: Singulair Bi Wastewater Treatment System Models: Singulair 960-500,960-60 ,960-750,9 0-1000, 960-1250 and 960-1500. Singulair TNT-500,TNT- - 50,TNT Singulair TNT-1250 and TNT-1500. Singulair Green(plastic tank):Green 960-500, 960-600, Green TNT-500 and 'Green TNT-600. All models are hereinafter called the"System". Schematic drawings illustrating the models,a design and installation manual,an owner's manual, an operation and maintenance manual,and an Inspection checklist are part of this approval. - Transmittal Number: X253266 + i Date of Issuance: Revised February 26,2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code,310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification for General Use to: NORWECO, Inc.,220 Republic Street,Norwalk, OH 44857(hereinafter "the Company"),certifying the System described herein for General Use in the Commonwealth of Massachusetts. The sale,design, installation and use of the System are conditioned on compliance by the Company,the Designer,the Installer,the Service Contractor/Operator and the System Owner with the terms and conditions set forth below.Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 26, 2013 David Ferris,Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-639.7622 or 1.617-674-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper x253266 I - Revised General Use Certification 2/26/13 Page 2 of 3 NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System Transmittal:X253266 Description of the Technology The System is installed between the building sewer and the Soil Absorption System (SAS) or disposal field. Systems designed for facilities in excess of 1,000 GPD typically require installation of a pretreatment or septic tank sized in accordance with the Company's requirements and constructed in accordance with 310 CMR 15.223 through 15.226. The Singulair Wastewater Treatment System,which includes both the Singulair 960 and Singulair TNT models with concrete tank and the Green models with plastic tank, is an extended aeration process providing flow equalization,pretreatment,aeration and clarification for treating sanitary wastewater. The Singulair treatment process takes place in a three-compartment precast concrete tank or similarly sized three-compartment plastic tank(Green models). The initial chamber removes gross solids,grease and oil from the wastewater by settling and flotation. The clarified liquid is aerated in the second chamber using a fractional horsepower, 1725 RPM aerator,operated with timer typically set at 30 min on and 30 min off,to mix and aerate the liquid and promote aerobic treatment.The TNT models are designed to be capable of also reducing total nitrogen in the wastewater with aeration timed to operate 60 min on and 60 min off. The third chamber contains the Bio-Kinetic unit,which provides additional filtration and settling using non-mechanical flow equalization. Sludge that settles in the third chamber is returned to the aeration chamber using a Bio- Static sludge return installed in an opening between the second and third compartments. The System includes a weather-tight enclosed control panel with aerator controls, manual reset circuit breaker, on-off automatic selector switch, adjustable timer mechanism and an audible/visual warning system to report malfunctions. The panel also contains the high water level override and high water alarm. The alarm and control circuits are each connected to an independent power source run from the main power source of the facility. The control panel is mounted in a location always accessible to the System operator. Conditions of Approval The term "System" refers to the STU in combination with the other components of an on- site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term "Approval"refers to the technology-specific Special Conditions,the conditions applicable to all STU's with General Use Certification, the General Conditions of 310 CMR 15.287,.and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to serve a facility where the site meets the requirements for new construction and the design flow is less than 2,000 gpd,the Department authorizes reductions in the effective leaching area(310 CMR 15.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use.Certification and subject to the Special Conditions below applicable to this Technology. [X253266, formerly W140901] Revised General Use Certification 2/26/13 Page 3 of 3 NORWECO,Inc.—Singulair Bio-Kinetic Wastewater Treatment System 4 Transmittal:X253266 Special Conditions 1. The System is a Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval, the System shall comply with all the"Standard Conditions for General Use Certification of Secondary Treatment Units", except where stated otherwise in these Special Conditions. 2. The System is approved for facilities where the design flow is less than 10,000 gpd and where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving authority.. 3. The System,-shall be installed between the building sewer and the effluent pump chamber for disposal in the SAS of a system designed and constructed-in accordance with 310 CMR 15.100 - 15.279, subject to the provisions of this Approval. 4. The maximum burial depth for the Singulair Green model shall not exceed 16.5 inches. For deeper burials the System Designer shall consult with NORWECO; Inc. and their `Deeper Burial Requirements' for the Green plastic tank model. 5. All proposed Singulair installations, including the Green model, shall require buoyancy calculations in locations with high groundwater elevation. Tie downs and associated anchors, such as the anti-flotation beams available from NORWECO, Inc, may be required to prevent tank floatation. The buoyancy calculations shall be included on the Title-5 septic system plan for each System installation. System buoyancy calculations shall include consideration of the high groundwater elevation developed as required by 310 CMR 15.100 through 15.105. Design plans prepared in accordance with 310 CMR 15.220 shall include System anchoring and backstay details when necessary. 6. Singulair Green model installations with plastic tank are not designed for traffic loading. No Green System shall be located or installed in a vehicle traffic area. Siting of the Green models (Green 960 -500, Green 960 -600, Green TNT-500 and Green TNT-600) in a location subject to vehicular loading is specifically prohibited by this Approval.-Where vehicles can possibly access an installed Singulair Green System site, suitable warnings shall be installed. 7. Singulair models 960-1000, 960-1250, 960-1500; TNT-1000, TNT-11250 and TNT-1500 all require separate septic tanks. These models must meet Massachusetts Title 5 septic tank requirements in accordance with 310 CMR 15.223 through 15.226. All other Singulair models covered by this Approval are exempt from the requirements for a standard Title 5 septic tank designed in accordance with 310 CMR 15.223(1)and 15.224. The record drawings, on file with the local approving authority, shall clearly indicate an area for a septic tank meeting the requirements of Title 5 and the drawings shall indicate that the area is for the sole purpose of installing a Title 5 septic tank in the future, if necessary. The System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would prevent the installation of a Title 5 septic tank in the future. [X253266, formerly W140901] Massachusetts Department of EnvironmentAl PrOtpCdOYI Provided byMassDEP: Bureau of Resource Protection-Wetlands MassDEP File#-.003.5208 ` PA Form 5-Order of Conditions eDEP Transaction#:679132 Massachusetts Wetlands Protection Act 1VI.G.L.e. 131,§40 City/rown:BARNSTABLE A. General Information 1.Conservation Cornmission BARNSTA13LP, 2.Issuance a. r OOC b.r Amended OOC 3.Applicant Details a.First Name HAUY b.Last Name TAYLOR c.Organisation d.Mailing Address 1280 WASHINGTON ST"E T,APT.403 e.City/Town BOSTON f State MA g.Zip Code 02118 4.Property Owner a.First Namc HARRY b.Last Name TAYLOR c.Organization d.Mailing Address 1280 WASHINGTON STREET,APT.403 e.City/Town BOSTON f.State MA g.Zip Code 02118 5,Project Location a.Street Address 56 SAND POINT,OSTERVILL)3 b.City/rown BARNSTA)BLE c.Zip Code 02655 d.Assessors Nlap/Plat#073 e.Parcel/Lotit 017 f L8titude 41.62759N g.Longitude 70.40914W 6.Property recorded at the Registry of Deed for: a.County b.Certificate c.Book d.Page - BARNSTABLE C 203258,LCP 15354-94, LOT 93 7.Dates a,Date NOI Filed; 7/7/2014 b.Date Public Hearing Closed: 8/5/2014 c.Date Of Issuonee: 3/22/2014 8.Final Approved flans and Other Documents a.Pion Title: b.Plan Prepared by: c,Phu Signed/Stamped by: d.Revised Final Date: e.Scnle: REVISED SITE BSS DESIGN , PLAN,(SHEET 2 OF ENGINEERING& .l'EF'F"Y E.RYTHER',P.E. 8/4/2014 1"=20' 3) SURVBYINCr B. Findings Page 1 of 9* ELECTRONIC COPY LliNlassttehusetts Department of Environmental Protection Provided byMmsDBP' Bureau of Resource Protection-Wetlands MassDFP)File#:003-5205 WPA Form 5-Order of Conditions OOP Transaction 11:679132 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/T'own:BARNSTABLE l.landings pursuant to the Massachusetts Wetlands Protection Act Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply; a. r. Pvblic' rater supply b. I-i Land Containing Shellfish c,r.Prevention of Pollution d. I- Private Water Supply e. M Fisheries f. r Protection of Wildlife Habitat g. C3 Ground Water Supply h, r Storm Damage Prevention i. r Flood Control 2.Commission hereby finds the project,as proposed,is: Approved subject to: a.M.The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Condidons,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ horn the plans,specifications,or other proposals submitted with the Notice of Went,these conditions shall control Denied becouse: b.r i The proposed work cannot be conditioned to meet the performance standards set forth in the wetlond regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A descriptlon of the performance standards which the proposed work cannot meet Is attached to this Order. c.F;'Thc information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides suffiiciew information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific Information which Is lacking and why It Is necessary is attached to this Order as per 310 CtVM 10.05(6)(c). 3 0 Buffer Zone Impacts;Shortest distance between limit ofproject disturbance and the wetland resource area specified in 310CMR 10.02(I)(a). a.linear feet Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement a. r Bank a linear feet b.linear feet c.linear feet d:linear feet S.Ill Bordering Vegetated Wctland a.square feet b.square feet c.square feet d.square feet 6. f°Land under Waterbodics and Waterways a.square feet b.square feet c.square feet d.square feet e.dy dredged f.dy dredged Page 2 of 9 ELECTRONIC COPY 1 4 i Massachusetts Department of Environmental Protection Provided by MassDEP, Bureau of Resource protection-Wetlands MasaDEP File#;003-5208 VVPA Form 5-Order of Colndidops eDEP Ztansaction#;679132 t City/rown-BARN'STABLIr Massachusetts Wetlands Protection Act KG.L.c. 131,§40 7.fi Bordering Land Subject to Flooding a.square feet b.square feet c:square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h,cubic feet B.r Isolated Land Subject to Flooding a,square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9.M kiverfront Area a.total sq.feet b.total sq.feet Sq R within 100 ft . c.square feet d.square feet e.square feet f square feet Sq R between 100-200 it g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10,I-`•Designated Port Areas Indicate size under sand Under the Ocean,below 11.C Land Under the Ocean a,square feet b.square feet c,cly dredged d.c/y dredged 12,n Ranier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13.r Coastal Beaches T—square feet b.square feet c.c(.y nourishment d.cty nourishment 14.t-!Coastal Dunes _ _ -— II a.square feet b.square feet 'o.e/y nourishment d cly nourishment 15,I1 Coastal Banks 60 60 a.linear feet b.linear feet 16.r Rocky Intertidal Shores a square feet b.square feet 17.171 Salt Marshes a.square feet b.square feet c.square feet d.square feet 18.C' Land Under Salt Ponds a.square feet b.square feet c.c/y dredged.d.c/y dredged . 19.r Land Containing Shellfish Page 3 of 9 ELECTRONIC COPY Massachusetts Department of Environmental protection Provided by MassDEP! Bureau of Resource Protection-Netlaads ManDBP File M003-5208 WPA Form 5 -Order of Conditiol;ls eDEP Transaction#:679132 ` Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cilyfrown:BARN'STAl3LE a.square feet b.square feet c.square feet d,square feet Indicate size under Coastal Banks;inland Bank,Land Under the 20.CI)Fish Runs Ocean,and/or inland Land Udder Watcrbodies and Waterways, above r • c.cly dredged d.e/y dredged 21.R Land Subject to Coastal Storm Flowage 600 600 a.square feet b.square feet 22, r Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wegand resource area in addition to the square footage that has been entered in Section 13.5,c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BVW b.square feet of Salt Marsh 23, r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a,number of new stream crossings b.number of replacement shram crossings C. General Conditious Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects I. Failure to complywith all conditions stated herein,and with all related statutts and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it dots not authorize any injury to private property or invasion ofprivate rights, 3. Phis Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statures,ordinances,bylaws,or regulations. 4, The work authorized hereunder shall be completed within three years from.the date of this Order unless either of the following apply: a,the work is a maintenance dredging project as provided for in the Act;or b.the time for.completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expire6on date of the Order, 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Condf tions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill,Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,rcfigerrators,motor vehicles,or parts of any of the foregoing, 8. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. Page 4 of 9*EY.BCTRON)C COPY r t , I , Massacliusetts Departirtent of Environtnental Protection Provided by MassDEP: '13ureau of Resource protection-Wetlands MassDEP File#;003.5208 WA Form 5-Order of Co)adjtioll5 eD1<?p Transaction#:679132 Massachusetts Wetlands Protection Act M.G.L.e. 131,§40 Ciry/I'own:BARNSTABUR 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land' Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work., 10, A sign shall be displayed at the site not loss then two square feet or more than three square feet in size bearing the words, Massachusetts Department of Enviroamcntal Protection" (or'Massl)a"j File Number.I'003.5208" 11, Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DER 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13, The work shall conform to the plans and special conditions referenced in this order, 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the Cling of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the tight to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission 18. All sedimentation barriers shall be maintained in good repair unfit all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation borders shall serve as the limit of work-unless another limit of work line has been approved by this Order. NOTICE OF STORA WATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(I) I-1 is not(2))✓I subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shell be impl"tntcd in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the S►ormwater pollution Prevention Plan required by the National Pollutant Discharge Elimination System Constnuction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction srormwater 13MPs unless and until a Registered Professional Engineer provides a Certification that:1.all construction period BMps have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stomtwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the SUP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;h..as-built final construction Page 5 of 9 ELECTRONIC COPS' V 1 Massachusetts Department of Emvirournental Protection Provided byMassDPP: Bureau of Resourcu Protection-Wetlands MsssDEP Filcti,003.5208 WPA Form S-Order of Conditions eDEP T(amaction#:679132 Massachusetts Wetlands protection Act,KG.L.c, 131,§40 C1ry/I'own:13ARNSTABLE Special Conditions: D, Findings Under Municipal Wetlands Bylaw or Ordinance 1 Is a municipal wetlands bylaw or ordinance applicable?n'des Gi No 2. Dw CQnservation Commissireb check a lies a. r' DENIMS the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw vedficall)r I.Municipal Ordinance or Bylaw 2.Citation - Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a lino!Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw 'TA N OABL)r p Y 2.Citation S.237-1 237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the exicnt.that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 73,7.2,AND 7.3 Page 7 of 9"ELECTRONIC COPY f Massachusetts Department of Environmental Protection Provided byMassDEP; Bureau of Resource Protection-Wetlands MassDEP P1e p:003-5208 `VPA Form 5-Order of Conditions eDEP Transactiontt:679132 Massachusetts Wetlands Protection Act iVI.G.L.e. 131,§40 Cityfrown:BARN•STABLE BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;IU, any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Standard 10;iv. all post-construction stormwater OWs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condilion;v,any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for)3MP maintenance until'the issuing authority is norifted that another party has legally assumed responsibility for BMP maintenance.Dior to reclucsting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement('O&M Statement')for the Stormwatcr BMPs identifying the party responsible for implementing the stormwater)AMP Operation and Maintenance plan("O&M Plan")and certifying the following:i.)the 0") Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post•construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Mulsi•Sector General Permit' e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage casement,assumes responsibility for maintaining each MVQ'.To overcome this presumpdon,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the 13MP,and that the proposed responsible party shall be treated as a pemuttee for purposes of implementing the requirements of Conditions 19(0 through 19(k)with respect to that ONT.Any failure of the proposed responsible patty to implement the requirements of Conditions 19(1)bough 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Catificate of Compliance.In the Case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stomlwater)IMPS.A plan and easement deed that grants the responsible parry access to perform the required operation and maintenance must be submitted along with the legally binding agreement. The responsible parry shall operate and maintain all stormwater BNIPs in accordance with the design plans,the 0&M Plan, and the requirements of the Massachusens Stormwater Handbook. g) The responsible patty shall; 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to NlassDEP and the Conservation Commission("Corrunission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible parry is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater 13MPs shall be disposed of in accordance with all applicable federal,state,and local Iaws and regulations. _ t) Illicit discharges to the stormwater management system as defined in 310 CMR 10,04 are prohibited. The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the priorwritten approval of the issuing authority. I) Access for maintenance,repair,and/or replacement ofBMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Page 6 of 9" ELECTRONIC COPY SE3-5208 Name: Harry Taylor Approved flan= August 4,2014 Revised Site plan (Sheet 2 of 3)by Jeffrey E.Ryther,P,E.,and August 4,2014 Mitigation Plan by'V'accaro Environmental Consalting,Inc. Special Conditions of Approval; - 1. preface Caution; Failure to comply with all Conditions of this Order of Conditions may have serious consequences, The consequence may include; issuance of a Stop Work Order;fines;requirement to remove un-permitted structures;requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 5 and continue through Page 8. The Special Conditions contained herein and all Conditions require your compliance, ir, prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be eomphcd with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the-project contractors to ensUrc that all conditions of this Order are complied with The applicant shall provide copies of the Order of Condition&and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start pf work �. 3, general Condition Number 10(sign requirement)shalt be complied with. 4. The Conservation Conunission shall receive written notice one(1)week in advance of the start of work. 5. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Wattels may be used instead,following consultation with the Conservation Agent.Where authorized for use,wattles shall be 12 inches in height at minimum.Effective sediment controls shall remain until the site is stabilized with vegetation,then they shall be removed. I 7.1 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission, Note: the strawbales and siltation fence(or wattles,where approved)must show in the foreground(or bottom of)the photographs. 1H- The following additional Conditions shall govern the project once work begins. Note, especially,Special Condition Number 14,requiring verification of the locations of the foundation and strawbale line. 8, General Conditions,Numbers 14 and 15(changes in plan)shall be complied with, 9. General Condition Number 18(maintaining sediment controls)shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. e 11, There shall be no construction disturbance of the site,including cutting of vegetation,beyond the work limit. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions, 13. Unless extended, this permit is valid for three years from the date of issuance, 14. Upon completion of the foundation, the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and work-limit line,and note any discrepancies from the approved plan. if verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 15. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 16. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff. 17. pool and spa shall be disinfected by ozone injection or alternate method, as approved by the Conservation Commission. brawdown water shall be sent to an appropriately sized leaching basin. Upon installation,a letter shall be subrnitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which drawdown will be directed to the basin shall be described. 18. During construction,no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All } areas disturbed daring construction shall be re-vegetated immediately following completion of work at the Site, Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. 19, All proposed lawn areas shall be underlain with a minimum of six(6)inches of loan, 7.2 f 20. The bio-retention trench shall be provided. 21. All mitigation planting,'wetland enhancement and bank restoration shall be carried out.Advance consultation with the Conservation Agent required for species and densities. Once done,the planting shall be retained.Replacement shall be provided for specimens failing to thrive.Temporary irrigation may be provided, 22. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or'W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit=1 pound of nitrogen per 1,000 sq.fi.of lawn per application). No fertilizer shall be spread on hard surfaces such as driveways and sidewalks. 23. Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. Iv. After all work is completed, the following-condition must be promptly met: 24, At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned.along with the request for a Certificate of Compliance and appropriate fee Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance and fee,along with an.updated sequence of color photographs of the undisturbed buffer zone 7.3 . -. -• .... IV v. L I /J I L (' e Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP Fileii:003.5208 WPA Form 5- Order of Conditious eDBP Transaction#:679132 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityfrown:BARNSTABLE E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 8/22/2014 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended Order expires on the same date as the original Order of Conditions. 1•Date of Original Order Please indicate the number of members who will sign this form.This Order must be signed by 6 a majority of the Conservation Commission 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the some time to the appropriate Department of Environmental Protection Regional off ico,if nat filing electronically,and the property owner,if different from applicant. Signatures: PETER SAMPOU DENNIS It HO LE SCOT'T BLAZIS FAT PIU LEE LOUISE R FOSTER. 70HN E.ABODEELY f- by hand delivery on C by certified mail,rctum receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDP-P Regional Office to issue a Superseding Order of Conditions.'Me request must be made by cenifed mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the pwi it proceeding means the submission of written information to the Conservotion Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§10),and is inconsistent with the wetlands regulations(310 CMR 10,00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlonds Protection Act or regulations,the Department has no oppelfatejurisdicdon. Page S of 9*ELECTRONIC COPY III . e Massachusetts Department of Environmental Protection Provided byMassDEP; Bureau of Resource Protection -Wetlands sE3-5208 WPA Form 5 - Order of Conditions MassDEPFilesY Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction i< Barnstable Cityrrown E. Signatures Important- This Order is valid for three years,unless otherwise specified as a specialAUG When filling out condition pursuant to General Conditions#4,from the date of Issuance. 1.Date of Issuances fOm►S Oh the computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 22.Number of Signers to move your cursor-do not The Order must be mailed by certified mail(return receipt requested)or hand delivered to use the return key. the applicant.A copy must be mailed,hand delivered or filed electronically at the same time with the a pr-ep MassDEP Regional Office. Signaiures: i e -c tNUA El by hand delivery on [X by certified mail,return receipt requested,on AUG 2 2 2014 . Gale Date F. Appeals The applicant, the owner, any person aggrieved by this Order,any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to Isstance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests Identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131,§40), and is inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands protection Act or regulations, the Department has no appellate jurisdiction. woesetautoo, rev.0 2/2 512 0 1 0 Page IL�olq- 4 Massachusetts Department of Environmental Protection Provided byMassDEP: ' Bureau of Resource Protection-Wetlands MassDEP 1 ile#;003-5208 NVPA Form 5-Order of Conditions eDEP Transaction#;679132 (' Massachusetts Wetlands Protection Act M.G.L:c. 131,§40 City/Ibwn;BARNSTABLE G.Recording Information This Order of Conditions must be recorded in the Registry ofDeeds or the Land Court for the district in which the land is located, within the chain of tide of the affected property.In the case of recorded land,the rival Order shall also be noted the Registry's Grantor Index under the name of the owner of the land subject to the Order,In the case of registered land,this In shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ............................................................... ........................ ......................... ....... ............ ............. . .............. TO: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 56 SAND POINT,OSTERVILLE 003-5208 ' Project Location MassDEP Pile Number Has been recorded at the Registry of Deeds of County Book Page for Property Owner HARKYTAYLOR and has been noted in the chain of title of the affected property in: Book page In accordance with the Order of Conditions issued on. Date If recorded land,the instrument number identifying this trusaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number i Signature of Applicant _ Rev.VUkol o Page 9 of 9 ELECTRONIC COPY l � TRANS.NO.: CITY/TOWN: 13a1"�J APPLICANT: 5 - r ADDRESS: DESIGN FLOW: 6 0 gpd REVIEWED BY: DATE: a:' 00,E lm` ?EL''ys,rt 5 " rktr'.' sue.+k sr z rr `*ts. 3 'F ':F 'Y.�4.1a V a4 w' #sa 1.. Legal boundaries denoted [310 CMR 15,220(4)(a)]_ Street,Lot,tax parcel number and lot number noted p on plan [310: - CMR 15.220(4)(u) Locus Provided 310 CMR 15.2204 t Plan proper scale?(1"=40' for plot plans, 1"=20' r fewer for com onems) 310 CMR 15.220 4 ,,: Easements shown 310 CMR 15.220(4 ►% System located totally on lot served[310 CMR 15.405(1)(a)for upgrades]-if not, a variance is re wired 3l0 CMR 15.412(4) t/ v :Location of impervious surfaces(driveways,parking areas etc.)` ; 310 CMR 15MQ(4)(d Location all buildings existing and proposed 310 CMR 15.220.4 c Location and dimensions of system components and reserve V areas.1310 CMR 15.220(4)(e)] , System Calculations 310 CMR 15.220M-01v daily flow - septic tank capacity(required and rovided soil abso, _tion s _stem re uired and. rovided. . +� whether s stem designed for garbagegrinder North arrow[310 CMR 15.220(4)(9)] +� Existing.and,roposed contours_ 310 CMR I5MOMWI Location and log of deep observation holes(existing grade e1.on each test).[3.10 CMR 15.220 4 v Names of soil evaluator and BOH representative [310 CMR ;.L 15.220 4 and(i)] y Location and date of percolation tests(performed at proper y elevation? 310 CMR 15.2200)(01 Percolation test results match loading rate? 310 CMR 15.242 Certification statement`by,Soil Evaluator, 310 CMR 15.229(4)0 ];; ,...,. Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR ? 15120 4 n I , Address s6 OVwc�.. NN A Sheet 1 of 7 1 ' N/A OK,. , , NO Location of every water supply,public and private,[310 CMR / 15.220 4 k ✓ within 400 feet of the proposed system location in the case of surface water su2pliesand,gravel packed.,public.-water.sup ply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells v Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220 4 (1) Water lines and other subsurface utilities located [310 CMR 15.220 4 m) if water line cross.see 310 CMR 15.211 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220 4 0. Stamp of desi er 310 CMR 175.220 1 and 310 CMR 15229M). r! Stamp of Registered Land Surveyor(required if construction: activities within 5 ft..of lot line) 310 CMR.15.220(3)] Test Holes adequate(two in each'of the primary and reserve - unless trenches as permitted in 310 CMR 15.102(2)or as v approved for an u _ade under LUA at 310.CMR.15.405(l) k Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103 .4 Test Holes adequate to'confirm adequate groundwater separation? V 310 CMR 15.103(3)] Benchmark within 50-75'of system, 310 CMR 15.220(4) , ) Materials specifications noted? [various sections of 310 CMR v 15.000 System components not>36"deep(unless Local Upgrade ,Approval or LUA requested) 310 CMR 15.405 1 v I i �6 �S�i nd1 Pb�tw Address Sheet 2 of 7 t NIA; OK NO 41 Size OK?. 310 CMR 15.223 ,1. - !- Inlet tee located.teninches below flow line ,310 CM R 15.227 6 Outlet tee'14"or 14"+5"per:foot for increase ft depth [310 CMR 15227 6 Outlet tee with as baffle or a _ roved filter,:.310 CMR 15.227(4)]` � Note regarding installation on stable compacted base[310 CMR 7_7"F" 1522.8:1. - Separation between inlet and'outlet tees(no less than liquid depth) 310 CMR 15.227( Inlet/Outlet elevations at least 12"above higl groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA[310 CMR 15.405(1)(k Minimum cover 9"(Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(l)and 3to CMR 15.232 3 Three access covers(inlet and outlet must be 20"or greater)- middle access at least 8".(b 7./07) 310 CMR 15.228 2 Access to within 6"of grade -one port for systems<1000gpd, .' ` two.fors stems>1000 d 310 CMR 15:228(2 All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)1, > 10 ft from building foundation 310 CMR 15.211(1) , ° Buoy6ndy calculation Required/Done,:310 CMR 15.221(g) H-20 Where a ro riate?, 310 CMR 15.22E 3. Setbacks from resources 310 CMR 15111 V Required whenthan single-family dwelling or flow>1000 .d 310 CMR 15.2231) b First compartment 200%daily flow;Second compartment 100% daily flow[310 CMR 15 224 2),and 3; "U"pipe through or over baffle,outlet of each compartment with as baffle or approved filter 310 CMR.15.224 4 I ` Address Akrl Sheet 3 of 7 t. N/A OK NO. IJ1 ;DGS1 'GftN3'UTItPIPG'. r '. , y ¢4 .' .� . Located at least ten feet from any water line?[310 CMR 15.222 2 Disposal piping at least-18"below waterline(when water and sewer cross, see 310 CMR 15.211(l)[1]2 Cleanouts re uired/ rovided.?. 310 CMR 15,222(8 Thrust blocks specified in force mains?310 CMR 15.221(6)(01 Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222 6 . _ Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) [31 CMR 1,5.251(9)and 310 CMR 15.252 2 c , Siphonproblem/ leachfield below pump chambery. Endca s or vent manifold specified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 'e, CMR 15.252(2) ) Materials specified (310 CMR 15.251(5)specifies various pipe types allowed Stable compacted base[310 CMR 15.221(2)and 310 CMR v 15.232 2 a Splash plate orbaffle tee required"on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 t/ CMR 15.323 3 a Riser if deeper than 9"[310 CMR 15.232(3)(t �! Inside.minimum.dimension 12" 310 CMR 15.232 2 Minimum sum 6" 310 CMR15.232 3. e)] v Watertight cover if<2000gpd);waterproof manhole if>2000gpd 310 CMR 15,232(3) d Capacity(emergency storage above working--design flow)? [310 CMR 231(2 Proper setbacks. 310 CMR 15.21 1(same as septic tanks)]. Watertight 20-in ininium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible)_ Alarm floats-alarm on circuit separate from pumps s ecified? Exceeds two units-must have two pumps operating in lead-lag mode. [310 CMR 15.231 6 and 8 Stable.Compacted Base. 310 CMR 15.221.2 Buoyancy calculations needed?Provided?[310 CMR 15.221(8) Address •54" Sheet 4 of 7 1 f ' OK 1V` Calculations correct? 1' 4 feet of naturally occurring material demonstrated? [310 CMR. Required-se aration.to' oun water? 310 CMR 15.212) A re ate s esified as,doubl :`washed 310 CMR 15.2471 2 System Venting requit6d/pro j;ided?(system under driveway or >36"de 310 CMR 15.241 '. ' Inspection ports specified and within 3"final grade? [3 10 CMR 15,240(13 i< Breakout`requireinents met? , o violation of breakout elevation within 15 ft of SAS unless barer) [310 CMR 15.211(1)[4] and Guidance Do k I . Chambers and Gal. in trench-configuration supplied with inlet every 20 ft. 310 CMR 15.253(6)l Each structure with one inspe tion manhole(if>2000 god must be tograde)J310 CMR 15.25 ;2), -------------- Aggregate 1'minimum-4'maximum.. 310 CMR 15.253 1. ) . 2'sidewall credit maximum ,10 CMR 15:253(l) a - u In bed cotifi oration;;inlet evOry.40 �C� jj'^'ii (� yy (/'1'� tr 7, (!y[31O,gC MR 15 253 6)] - :y �,+ �71i }^" �` J it .' N Width.2 minimum 3'maximu'm 3I0 CMR'I5Z1 1 100 feet ' maximum len' th [3 _0 CMR,15.251(l)(4)1 Minimum separation 2x`effecti ve.depth or width whichever greater 3x if reserve between trenches) 310 CMR 251 l (d ]; Situated along contours P1OS-MR 15251.,.2 Breakout OK? 310 CMR 15-2110)[41 and Guidance Document x11.M4 fn` ire oiC minimum 2 distribution'lines 310 CMR 15.252(2).a Maximum se aration betweenjlines 6' 310 CM R15.252 2 d Maximum>separatiorn between lanes and outside of bed 4' [310 } CMR 15.252(2)(e)] { A ` e ate depth below-§,ch ge pipes 6"minimum; 12" g maximum. [310 CMR 15i25-2�2 j' Separation between beds 10' .'inimum [50 CMR_.15 252:2 Bottom_area used in calculations only 310 CMR 15.252(2) Address . Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as_required 310 CMR 15.220(4)(r) Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A N P Remedial Use Approvals] If used in gravelless system make sure jet is directed'as not to scour soil interface[Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly (>2000 d)good to note on lan [310 CMR 15.254(2)(d) Construction in fill -Did the plan specify that the fill shall meet the s ecification of 3.10 CMR 15.255(3)7 ., Im ervious barrier and/or retaining*all? Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15.255(2 Retaining wall must be designed by Registered Professional " Engineer 310_CMR 15.255.2 Side slope not exceed 3:1 ? [310 CMR 15.255(2)1 Breakout requirements met?[310 CMR 15.252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft:" recommended 310 CMR 15.255. 2 e Graells $ysn:/1lA �prva� edfers. ." 44, : . � _Check DEP Approval letters for credits and design conditions N v� If used with pressure dosing do not allow pressure discharge to scour soil interface t4rh�t0, � tdc� s 4 1 6 Was DEP A .. Approval Letter providedand/or have you reviewed the letter for conditions. Is the technology g bein properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirementfor " perpetual maintenanceagreement? v An' alarms involved on se arate circuits Did the applicant submit an operation and maintenance manual? ✓ Has!2plicant submitted a 6oa of a maintenance Are the variances listed on the plan? [3 10 CMR 15.220 4; . RLS Stamp necessary on plan if a component is within five feet of propertline 310 CMR 15.412 4 New construction or increased flow proposed- [Refer to 310 CMR,.15.414 rve� Address %-54►'r d 9 Sheet 6 of 7 N/A OK NO Is the system in a Design ated'.Nitrogen Sensitive Area;(Zone.II for a'public supply well)?[310 CMR 15.214,310 CMR 15.215 and 310 CMR 15,216-also refer to Policy regarding upgrades of such existingsystems Is the system proposed. on the same lot as served by private well ? 310CMR15.2142 Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] m •-, ;.- - 3,q' .h+Fs@'r ��w4"�,drew� �� i J vc �-"� ,<py, Puin in to se o tic tank? ., 310 CMR 15.229 �. Shared System 310 CMR 15.290 . Address •: %.. S.WY1 d Aw'V ' Sheet 7 of 7 t t Town of Barnstable �F THE Tp� Board of Health * sAxlvsTABLE. # 200 Main Street Hyannis MA 02601 9 MASS. 1619. �0 ATE p�,t a Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), regarding the property at the petitioner(s) and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners' completed application fora variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner( . Board of Health: Signatur Signature: Petl ooner(s)of Petitioner's Representative Chairman Print: Ni: Print: Wayne Miller, M.D. Date: ��IZU' /L. t Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division .200 Main Street Hyannis, MA 02601 . Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc f Lqg;kUALgDIYUVI7 .. C3 Er ru 05TE EEfA �f5I A Ir r` Postage $ $0.49ni Certified Fee $3.30 -•'/ OO Return Receipt Fee C SEf��te��014 O (Endorsement Required) $2.70 O `f (T1 M Restricted Delivery Fee y (Endorsement Required) $0.00 C3Total Postage&Fees $ $6.49. 09/ d Sent To - -------J ��-------------�-�N�2s .. Street,Apt.No.; O or Po Box.No. I. ----- ------------------------------- - City,State,ZlP+4 --- -- :,r rr. r . Cevtified Mail Provides: ' o A mailing receipt o A unique identifier for your mailpiece n A record of delivery kept by the Postal Service for two years Important Reminders: ??,") ;?; j •3 a rt.. o Certified Mail maytONLY be combined with First-Class Mail®or Priority Mail®. e Certified Mail is nbt4vailable for any,class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider InsuredsonRegistered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the artible and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS0,postmark on your Certified Mail receipt is required.w_� a a For an additional,,fee,.,deliverytrnay,_;be restricted to the addressee or addressee's arithoriied a'ent.Advise4he clerk or mark the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 p Mm �. • CI O m - RRXEtUiY MA 211I A L J S . f J Postage $ °49FQ r q Certified Fee' $3.30 M Return Receipt Fee 1 tPostmar P $2. i' (Endorsement Required) y74 �Here?:� £.; cU m a- CI Restricted Delivery Fee $0°� (Endorsement Required) s a C3Total Postage&Fees $6.49 / O Sent To m r9 Street, �F ------.6-��------------------------------------ Apt.No.j CI or PO Box No. f` --------------------------------------------- City,State,ZIP+4 ------ Certified Mail Provides: '` - e A mailing receipt o A unique identifier for your mailpiece n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. e Certified Mail is not.ayailable for.{any"class of international mail. n NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured,oi;Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery:,To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®.postmark on your Certified Mail receipt is required., , ,r o For an additional rfeejdeliVerynmay:;,be restricted to the addressee or add ressee's'aiitfidri2ed agent:Advise'the clerk or mark the mailpiece with the endorsement"'Restricted Delivery". e If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02.000-9047 O /. • U1l. . r� O m R O1 A 9110 I A L Postage $ $0.49 6 F r-q M Certified Fee $3.30 —o <, C3 Postmark r Return Receipt Fee '� O (Endorsement Required) $2.70 He M O o O Restricted Delivery Fee 11 (Endorsement Required) $0.00 A `9 o S99Z0 M Total Postage&Fees $6.49 09/23/2 O Sent To ., "' i2�'-LL �lq ^� --------------------------- r—1 Street Apt.No.; O or PO Box No. [%- City,State,ZIP+4 �'al�© Certified Mail Provides: ' o A mailing receipt n A unique identifier for your mailpiece n A record of delivery kept by the Postal Service for two years Important Reminders: rr+, P=" 'I_tTirft j P %.t:: o Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. e Certified Mail is.not available for=anytglass of international mail. oiNO;INSURANCE',,COVERAGE IS PROVIDED with Certified Mail. For valuables,please congider Insured-or,Registered Mail. o'For an additional fee;,a'Return Receipt may be requested to provide proof of i;delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the artieie'and add applicable postage to cover the V -Endorse mailpiece,Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSq postmark on your Certified Mail receipt is regwredr e For an,additional,fee,-,,,delivery,,may.,,be restricted to the addressee or addressee's,authoriied agent.Advise-the clerk or mark the mailpiece with the endorsement"Restricted Delivery". • If a postmark on the Certified Mail receipt is desired,Please present the arti- cle at the post office for postmarking. If,a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 IM •. • CO c IIr Postage $ `'' $0.49 Certified Fee V $3.30 1 ! Return Receipt Fee Postm C3 (Endorsement Required) $�.� - Here O Restricted Delivery Fee (Endorsement Required) $0.� O V Total Postage&Fees. $ . 09 O Sent To - A��TNk-------- L --".l. U .6-D------------------- r"I Street,Apt.No.; O or PO Box No. Cdy,State.ZIP+4 - �a� s Certified Mail Provides: o A mailing receipt n A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: :' ii; ±¢'Tr._:` o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not--available for any,class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,'please consider Insured or Registered Mail a For an additional fee,a Return Receipt may be requested,to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a.USPS®;postmark on your Certified Mail receipt is required. ' o For an additional,fee,ldelivery.may,*be restricted to the addressee or addressee's autfiorized'agent.Advise'dhe clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired;please present the arti- cle at the post office for postmarking. If a postmark on-the Certified Mail receipt is not needed,detach and affix label with postage and mail. - IMPOATANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 I� Ov 9/22/14 Harry Taylor 56 Sand Point Osterville, MA 02655 To Whom It May Concern: I, Harry Taylor, authorize Adam Hostetter and Hostetter Homes to act on my behalf with regards to the variance request for the property at 56 Sand Point in the village of Osterville in the town of Barnstable. jTaylor Certified Mail: DATE: 9/22/2014 Jeffrey R. Lindsey Salten Tide Realty Trust 135 Carriage Road 2112 Oyster Harbors Osterville, MA 02655 Reference: 71 Sand Point Osterville, MA 02655 OFFICIAL NOTIFICATION TO ABUTTERS Dear Jeffrey Lindsey I am writing to inform you of the request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to proposed construction at 56 Sand Point, Osterville, MA. The owners are requesting a variance from Article I of Chapter 360 of the Barnstable Town Code, which requires 100' separation between a Coastal Bank and any portion of a soil absorption system or other sewage disposal system component. An 18' variance, resulting in a separation of 82', is being requested. The Board of Health meeting will be held on Tuesday, October 14, 2014 at 3:00 p.m., or as soon thereafter as practicable, within the Town Hall, second floor Hearing Room of the Town Hall, 367 Main Street, Hyannis, MA. The letter is to serve as an official notification to the immediate abutter(s). If you should have any questions, I can be reached at telephone number 508-428-2828. The plans for this project can be seen at my office-located at 770B 1 Main Street, Osterville, MA. Sincerely yours, Adam Hostetter Complete Home Group Q:health\wpfiIes\abutter TRANS.NO.: CITY/TOWN: 04 rr�f"lib APPLICANT: H b5-'t"tr ADDRESS: .. •S , �a � Al.- �a lin. DESIGN FLOW: 4 6 O gpd REVIEWED BY: DATE: GENE Nq� H Le al boundaries denoted,[3'10 CMR 15.220(4)(a)., ✓ Street,Lot,tax parcel number and lot number noted on:plan[310 CMR 15.220(4)(01 v Locus Provided [310:CMR 15.2204(t)f ; Plan proper scale?(1"=40' for plot plans, 11, r fewer for com onent$) 310 CMR 15.220(4)1 _ Easements shown [310 CMR 15.220(4)(li)�, System:located totally on lot served [310 CMR 15.405(1)(4)for upgrades]-if not, a variance is required 31,0 CMR 15.412(4)] Location of impervious surfaces(driveways, parking areas etc.) [310 CMR 15220(4)(4)] ... ... V Location all buildings existing and proposed 310 CMR 15.220(4)(c) Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] $ stem Calculations 310 CMR 15.220(,4 j v :daily flow se tic tank ca aci re: uired and, rovided) soil absorption system(required andprovided) whether system designed for garbage.grinder v North arrow 310 CMR 15.220 4 Existin :and proposed contours [31 b CMR 15.220(4)(g)} Location and log of deep observation holes(existing grade el.on each test)[310 CMR 15 220(4)(h) Names of soil evaluator and BOH representative [310.CMR 15.220 4)(h.)and(f)] Location and date of percolation tests(performed at proper elevation? [31:0 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242] Certification.statement.by Soil Evaluator[310 CMR 15.220(4.).(j)] 7. Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR ? 15.220(4)(n)] Address ... S� �V1� Sheet 1 of 7 f N/A OK NO, Location of every water supply,public and private, [310_CMR 15.220(4)(k). within 400 feet of the proposed system location in the case of surface water supplies and gravelpacked public water supply within 250 feet of the proposed system_locatorn in the case... within 150 feet of the proposed system location in'the case of private water supply wells_ Location of all surface waters and wetlands located up to 100 ft.: beyond setbacks:listed in 310 CMR 1:5.2 1 and any catch basins V located within 50 ft. (310 CMR 15.2200)(1)] Water lines and other subsurface utilities located',[310 CMR 15.220.4 m if water line cross see.3.10 CMR 15.211(l) 1:) V Profile of system showing invert elevations of all system V coin orients and the bottom of the SAS r310 CMR15.220.(4)(0)]..... Stamp of designer [310 CMR 15.220(1),and 310 CMR 15.220(2) v Stamp of Registered Land Surveyor(required if co,nstruction: activities within 5 ft.of.lot line) 310 CMR.15.2.20(3) v Test Holes adequate(two in each of the primary and:reserve unless trenches as permitted in 310 CMR 15.102(2) or as V approved for an up grade under LUA.at 310 CMR 15.405(1)(k Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] v Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3) Benchmark within 50-75'of system f3l0 CMR 15.220(4)( )] Materials specifications noted?[various sections of 310 CMR v ls.000 System components not>36."deep(unless Local Upgrade �I .Approval or LUA requested)'[31O CMR 15.405(1.(b)].. .. . v I Address6A yt Pb w . Sheet 2 of 7 t t N/A OK NO Size OK? 310 CMR 15.223(1 Inlet tee located ten inches below flow line 310 CMR 15.227(6)1 Outlet tee 14'or 14"+5"per foot for increase:ft depth[310 CMR 15.227 6] V Outlet tee with gasbaffleprapproved filter[310 CMR 15.227(4)1 Note regarding installation on stable compacted base [310 CMR 15.2281 V Separation between inlet and outlet tees(no less than liquid depth) 310 CMR 15:227(2)f lnlet/Outlet elevations at least 12" above'hi h g groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades:under LUA [310 CMR 15.405(1)(k)]! Minimum cover 9"(Tanks buried more than 9"must have risers on all openings and on the&box) [310 CMR 15.2228(1)and 310 V CMR 15.232 3 Three access covers(inlet and outlet must be 20" or greater)- middle access at least 8"(by 7/07) [3.10 CMR 15.228(2)] Access to within 6 "of grade -one.port for systems<1000gpd, two for systems>1000 gpd '310 CMR 15.228(2)]_ All at-grade covers secured to unauthorized access? [310 CMR 15.228(2) 10 ft from building,foundation [310 CMR 15.211(1) Buoyancy calculation Required/Done [310 CMR 15.221(8) v H-20 where a ro riatd?[31,0 CMR 15.226(3)] v Setbacks from resources 310°CMR 15.211] v Required when other than single-family dwelling or flow>'1000 d 310 CMR 15.223(1 '�)(b) First compartment 200%daily flow;Second compartment 100% ` Bail flow[310''CMR 15.224(2)and:(3)] "U"pipe through or over baffle,outlet of each compartment with as baffle or approved filter[310 CMR 15.224(4)1:: Address - Sheet 3 of 7 NO 1111111IIC" , >3✓12Af )t3THFI��F'.I I?IN F z / O :Located at least ten feet from any water line?[310 CMR 15.222(2)] Disposal piping at least 18"below water line(when water and sewer cross,see 310 CMR 15.211(1)[1]) Cleanouts required/provided?[310 CMR 15.222(8)].: Thrust blocks specified in force mains?310..CMR 15.221(6)(c) Slope of sewer line not less than 0.01 (1/8'1) 0.02 preferable 310 CMR 15.222(6)]., Proper pitch on all runs?(.005 within gravity distributed!trenches and beds) 310 CMR.15.251.(9),and 310 CMR 15.252(2)(c)] Si hon roblem/(le achfield below.; um chamber) Endca s or vent manifold specified?'.. Size and orientation of P discharge holes specified? not smaller than 3/91 not larger than 5/8") [310 CMR 15.251(8)and 3'10 CMR 15.252(2)(h)] Materials specified (310 CMR 15.2M(5)specifies various pipe es allowed) DIS'PRIII'lC" Stable compacted base [31 O CMR 15.221(2)and 310 CMR v 15.232(2)(a)].. Splash plate or'baffle'tee required on'inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 Pee CMR 15.323(3)(a Riser if dee er than 911[310 CMR 15.232(3)(0] 4/ inside minimum dimension 1211 310 CMR 15.232(2)(b) v :Minimum sump 6" [3 to CMR15.232(3)(e)] �✓ �... Watertight cover if<2000gpd);waterproof manhole if>20009pd MO CMR 15.232(3)(d)] Eli A .. �. Capacity(emergency storage above workin =desi n flow)• [310 CMR 231 2 .... Proper setbacks 310 CMR 15.211 (same as.se tic tanks Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5) Service components accessible(not too deep with piping, disconnects accessible) Alarm floats-alarm on circuit se arate from um s specified?.- Exceeds two units must have two pumps operating in lead=lag mode... 3110 CMR 1.5,231(6)and(8); Stable Compacted Base 310 CMR 15.221(2)] Buo anq calculations needed?Provided? [310 CMR 15.221(8) ; Address... .r S0a -- — Sheet 4 of 7 'III N/A OK NO Calculations correct? 4 feet of naturally occurring:material demonstrated?[310 CMR 15.2401 Re uired se aration to'groundwater? [310 CMR 15.212)] v Aggregate specified,as double washed 310_CMR15.247(2)] ✓ System Venting required/provided?(system under driveway or >36"deep) 310 CMR 15141]; v Inspection ports specified and within 3"final grade?[310 CMR 15.240(13)] Breakout requirements met?: -q (No violation of breakout elevatiorr within 15 ft of SAS unless barrier) [310 CMR 15:211(1)[4],,and :Guidance Document],,,.. .. Chambers and Gal'. in trench configuration supplied with inlet eve 20 ft. 310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to _de)![3.10 CMR 15.253(2)] Aggregate I'minimum.-4'maximum. 310 CMR'15.253(1)(b)] r 2'sidewall credit maximum [310 CMR 15.253(1)(4)] In bed configuration,inlet every 40 3l0 C(vllt l 5.253(6) IICH1� .3OF�xiR1J7 .,.. � :sA, , Width 2'minimum 3'maximum [3.1Q CMR 15.251(1)b)]. 100 feet-maximum length [310 CMR 15.251 1)(a)] Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches) j310 CMR 251(1)(4)] .... Situated along contours [310:CMR,!1.5.251(2)] Breakout OK? 310 CMR 15.211(1)[4]and Guidance Document], ` minimum 2 distribution lines 310 CMR 15.252(2)(a)], �/ v Maximum se aration between lines 6' 310CM R1.5.252(2)(0)] Maximum separation between lines and outside of bed 4' [3.10 ;CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" 'maximum,. 310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)� �✓ Bottom area used in calculations onIX 310 CMR 15.252(2)(i) I' .Address— (q j � - - Sheet 5 of 7 II I9ID TITI+l'1LAN IN!4T++Cf�`i/ln' F �,� N/A � OK NO AN Pressure Dosed System Provided pump and piping calculations.as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems>000gpd:or alternative- systems under remedial approval [310 CMR 15.254:(2)and I/A �. Remedial Use Approvals] If used in gravelless system make sure jet is directed as not to scour soil interface [Guidance Document] ... Inspections once per year(systems<2000 gpd)or quarterly >2000 d good to note on plan.,[3`10 CMR 15.254(2)((t) Construction in fill -Did the plan specify that the.fill shall meet the s .e...cification of.310 CMR 15.255(3)?: Impervious barrier and/or retaining wall ?,[:Guidance Document] Impervious barrier installation must be supervised by designer r3I.O:CMR 15 255(2)(b)] Retaining wall must be designed by Registered Professional Engineer 31O,CMR 15.255(2,(a) Side slope not exceed 3.1 ?[310 CMR 15.2.55(2)1 Breakout requirements met?;[310 CMR 15.252(2)and Guidance Document p At least 5 ft.from im ervious barrier to edge of SAS (10 ft:' recommended) [310 CMR 15.255 (2)(e)]. raic�llssslen�jll } rvutc�terJ Check DEP Approval letters for credits and desi ri conditionss N If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? a ..... 'Is the technology being properly applied and does it meet all ;DEPAp rovalConditions? �` Is there a`note o.n the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on se mate circuits �; ` Did the applicant submit an operation and maintenance manual? 4` Has*!,2plicant submitted a copy of a:maintenance Are the variances listed on the plan ? [310 CMR 15.220 (4)O r . RLS Stamp necessary on plan if a componentis within five feet of;property line [3310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 ,�� Address 0411tej vrw Sheet 6 of 7 si ,4 N!A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II fob a public supply well)?[310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216-also refer to.Policy regarding upgrades of such existing systems Is the system proposed on the same lot as served by private well 310 CMR 15.214 2 Are the nitrogen loads proposed in compliance? [3'10 CMR:, 15.216(1)] Pum 'in :to septic tank? L 310 CMR 15.229 Shared System [310 CMR 15.290 Address Sheet 7 of 7 From: Thomas Bunker tom@bssdesign.com ' Subject: FW:Havent received the email. Date: December 8,2014 at 1:50 PM To: Chris Hagerty chris@hostetter-homes.com Chris, This is the email chain regarding the tee in the tank. Seigmund Environmental does not like having a tee in the tank. Who have you been talking with at Health? If you have his (or her)email I can send this directly and call to discuss. Tom Thomas J. Bunker Professional Land Surveyor BSS Design, Inc. 164 Katharine Lee Bates Road Falmouth, Massachusetts 02540 508-540-8805 www.bssdesian.com From:Jeff Ryther fmailto:ieff@bssdesign.coml Sent:Wednesday, November 19, 2014 3:35 PM To:Thomas Bunker Subject: Fw: Havent received the email. See below. Will you be making the change? Location of std. tank ghosted on the plan. Jeff Looks like they don't want the tee. We should check with Barnstable Health. ---Original Message---- From: Nichole Alexander To: 'Jeff Ryther' Sent: Wednesday, November 19, 2014 3:01 PM Subject: RE: Havent received the email. Hi Mr. Ryther, Here is the answer. Some places require it some don't we think its totally unnecessary and actually has caused problems in a few places in the past. Our preference is to leave it out. If you must put it in, extend the pipe into the tank so that the tee is almost under the opening at the top of the tank. This way it is visible and can be serviced if necessary. Thank You, Y p/ J F Nichole Alexander SES Wastewater 49 Pavilion Ave Providence RI 02905 401.785.0130 www.seswastewater.com From: Jeff Ryther[mai Ito:ieff@bssdesign.coml Sent: Wednesday, November 19, 2014 11:56 AM To: Nichole Alexander Subject: Re: Havent received the email. Hi Carmel, The Singulair was approved yesterday at the BOH hearing. We owe the Health Department a couple of revisions plus they were concerned about adding an inlet tee to the inlet end of the main tank. Your standard detail does not show a tee, but is this required under MA Title 5 in a Singulair tank? Please reply or call. 508-540-8805 Thanks, Jeff Ryther ps I left a message at the office too. -----Original Message----- From: Nichole Alexander - To: ieffCcDbssdesign.com ��- Sent: Wednesday, November 19, 2014 11:48 AM Subject: Havent received the email. Thank You, Nichole Alexander SES Wastewater 49 Pavilion Ave Providence RI 02905 401.785.0130 www.seswastewater.com 12/10/2014 Workspace Webmail::Print Print Close Window Subject: Septic System Maintenance Contract From: siegmund@MAINTENANCE-REPAIR.COM Date: Wed,Dec 10,201411:28 am To: Chris@hostetter-homes.com For questions or comments,contact us at nicole(cDseswastewater.com Siegmund Environmental Services, Inc. MASS 4X Testing Contract The Service and Maintenance contract shall consist of service,sampling and/or inspection visits Quarterly by trained technicians to: 1)Inspect the depth of solids in the first chamber and notify the homeowner if pumping is recommended. 2)Check that amperage draw of the motor is within proper operating limits. 3)Inspect, remove and clean aerator and Bio-Kinetic filter twice per year. 4)LOCAL BOH REQUIRED MONITORING FOR BOD,TSS,TN,pH,Ammonia,Alkalinity&Fecal Coliform, 5)Complete inspection form and submit to local/state authorities. 6)Maintain a complete record of all maintenance and testing activity. In addition to the regularly scheduled service visits, SES will respond to non-scheduled events within a 48 hour period from time of notification. SES will apply a charge for labor, transportation, and shipping. For replacement or repair of the aerator motor, SES will charge all applicable fees in accordance with the Singulair aerator fifty-year exchange program. Non-scheduled service visits resulting from product use in a manner inconsistent with the directions contained in the Owner's Manual, negligence, tampering or unauthorized modifications of equipment, termination of electricity to the motor, discharge of harmful chemicals, malfunctions not attributable to the Singulair system or other improper use will result in a service charge of$175 payable at the time of service. Non-Singular related emergency or requested visits(ie: any parts of your system not supplied by SES unless otherwise specified) are$50 payable at time of visit. Service calls out of contract will incur a minimum $175 charge. Systems operating without a a service contract are not covered under warantee, This contract is transferable in event of the sale of the home. Please notify us in advance so we may assist you in the sales transfer process. This TESTING & MAINTENANCE contract is$1500.00 per year(Including all transportation, lab fees and a $50 annual fee to the Local BOH.and Environmental Management Agency). Please make sure to send back a copy of the contract with your 1 YEAR CONTRACT check payment or Credit Card information for billing. Copies of this agreement will be transmitted to the appropriate regulatory agencies as proof of compliance. Please return this contract by Feb 15.Systems not under contract will be subject to DEP mandates. Payment is made to Siegmund Environmental Services,Inc. For security,Credit Card payments are best initiated via telephone. CONTRACT DATE:From:12/1/2014 To:1/112016 COMPLIANCE CONTRACT COST:$0.00 Customer's Name:Harry Taylor Address:56 Sand Point Rd City:Osterville State:Massachusetts Zip:02655 Phone: ermit# Harry Taylor Date 56 Sand Point Rd Osterville, MA 02655 49 Pavilion Avenue Providence, Rhode Island 02905 Phone:401-785-0130 Fax:401-785-3110 www.seswastewater.com Copyright©2003-2014.All rights reserved. https://emaiIO3.secureserver.net/view_print_multi.php?uidArray=5791[NBOX&aEmIPart=O 111 TOWN OF BARNSTABLE BOARD OF HEALTH r r ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date b 1 Time: In Out Owner. e- � PC, Tenant Address d �� 1C� A Addressjt 7 C ry r - � Complianc Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities _ 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) � Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here. No.---- -- ------ Fee----- - ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Veil Con0ructionPermit Application is hereby made for a permit to Construct Alter ( ),' or Repair ( )an individual Well at: Ito Sq �°Oa�aT- -b S7e-1 u,Ian --- --- — Location — Address Assessors Map and Parcel V ®O p 6 P -- - - - ----------------- -- A_- -s ° �°'T- - -oS � Owner Address ------- `----.�-o----eu aS 4jt k---O�)C Y ------------ Installer — Driller Address Type of Building Dwelling------ ----------------------------------------------- Other - Type of Building —------------------- No. of Persons-------------------------------------------- Type of Well—�--/��C --------------------- -- - Capacity------------------------ - - - --— Purpose of Well Tic;w----°"-�Y---- --- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificat .of Compliance has been issued by the Board of Health. Sign. - - /r/ ----- V ___— tJ date Application Approved By _ date Application Disapproved for the following reaso ------------------------------------------------__—_—________ -------------------- ------ --------------- ---- date Permit No. -�-� ------- Issued---=� --�- - -- -------------------- dat BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed E `'f, Altered ( ), or Repaired ( ) by �� �sti�l -------------------------------------------- --------------------------------- / Installer at-,S6• So 4,ci Ao I,,T- 0,%Yc/Vc,Ile ----------- ------------ -- ----------- has been installed in accordance with the provisions of the Town of Barnstable Board of Heal rivate Well Protection Regulation as described in the application for Well Construction Permit No. ----- Dated-----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—--- —- -- Inspector--------- ---- — - - No.---- -- - ---"-- Fee----= --------------= r - BOARD OF HEALTH - B RNSTABLE; . TO W N` O F A RpOlicat ion Ar Vell Con!trurt ion i3ernt'it Application is.hereby made for a permit to Construct.( Alter ( ); or Repair( )an individual Well at: w. S6 ,S'a•.� �o�p,,T n L•oeahon Address * Assessors Map and Parcel M/ lJop6P SG- S°`d ''�T tCC� -- - ---- — -- — -- ------------- Owner Address Installer — Driller Address Type of Building Dwelling — --------- ----- -=------- Other - Type of Building ---- -- ---------------- No. of Persons--------- --- --- - -- - ------- Type of Well—y--/4u C —- ------ ------— -- - Capacity-------------- =- - — - —_- — Purpose of Well /fir �4T��� l<<------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the.provisions of The Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to i. place the well in operation until a Certificat .of Compliance has been issued by the Board of Health. Sign c,u, e - ----- -- - - - ---�---— L date 4 Application Approved By — -- -- --- date Application Disapproved or the following reaso --- ---------------- ----------X` - f t i k dao Pe �t No. ----- Issued------ -- .,—/ dat --- ---— --- BOARD OF-HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well.Constructed ( ''j, Altered ( ), or Repaired ( ) by--- --------�----------- ---------------------------=-------------=------=------ / Installer — S6. SatiC4 ola_T has been installed in accordance with the provisions of the Town of Barnstable Boa d of Heal rivate Well Protection Regulation as described in the application'for Well Construction Permit No. ---- Dated-=--- ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL,FUNCTION SATISFACTORY: DATE-------- —- — Inspector'------------------ ............. iBiS{R.tl,0a0SOi0Y0L9rR%n2iRIuPi4BTiWai.y44i C�Yb.11ii4S4Y4{44ai`?bXOPO 8.b!QTb_iss�"' BOARD OF HEALTH TOWN OF BA�RNSTABLE Well Con5truction3permit No. - - --- Fee— - ---- Permission is hereby grantedto Construct Alter ( ), or Repair ( ) an Individual Well at: No. — SG Sa.,, �{ d°ot. y' os T(v c�c'�lr -------------------------- street as shown qllo appli i for a Well Construction Permit No. 7 ------ Date — - _--� -- -------------------- y r � ,�� IJ q Board o ealth` DATE -- 06 3-0- TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION 1 Date y Ito 1z,M Time: In Out Owner A660ACN4 �n(n1; Tenant 6e45bN Rt, Address SOO 76oy Ly IwJ S 4 60 a Address 36 S4AM fo wT 1 o5 i 000 I%A Ar ' tom ►l/� Compliance Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation V 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use J 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants;//Demolition Number of Bedrooms b Number of Vehicles Allow ax) /� Number of Persons Allowed (max) Person(s) Interviewed 6 wO��- Inspector If Public Building such as Store or Hotel/Motel specify here i R TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION Date Time: In Out Approved; _ ;t io /t���C�l yl 1 ��� �tr Tenant ��CSrt Owner_ Address &VLS 10N 5 15®8 Address Complia,nce Remarks or Regulation# Yes YNO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities /VQ co be S 10. Curtailment of Service 11. Space and Use 1A FGve6, a -cm, 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal `AID 17. Temporary Housing z. 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Ve 'cles Allo ed (max) Number of Persons Allowed (max) Person(s) Interviewed CZ/JYX9V;�- Inspector If Public Building such as Store or Hotel/Motel specify here j I 014 S PM n< ua eK' - z z a T m a - -- - - a — a — ------------------------------ z 0' -- - -- --- k� I � xs x� b I N rr �I ur D'-i V4•e' ' s D do vs• Da w' a' I? IaY n• ? la'w• IOY v:• lo•>�o• - b ._._._. _._._._ ._._._- _._ I ._._. ._._._._._. i ip'a a I ._._. _.r_._._._._._. I ; w own D d !— ----_ m W , • i I- y� a¢ �._._._._.—.—._._._._._._._.. 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Third Floor Plan en Prler to bade sae.do o;; architectural design architechassoaates.com y _ liens era to xala aawi� . �s S`� v ------------ r rn _ r 1 o m a°aa°x wr° ff , A-� fil 03 f y D 4 13'-a• S la : : < 7 R4N,aG.bNx 3 °.3 x m i : D m - a i A b,; 7QZ d 41 �, IroreaE. rn a a Fm � (wXiaG bN D a„ T ao —21 e A A !; sa vs- to ild s yr a'-o' a'-o' o.n IR 3 b xD na. ao x,oc io i4r o. - rtvn evs, -- _ _ S 1M1i j .. °Pyuilri..bN : w � m : -- __ D - 14114 va L Q °MM,I151 EN _ 3 D ------------ gopm : w I a .___ ___ ____ ------------- \ f -�ar'•� :«:�_ .�. r .-, /r - Dm O, i I e I I mo nowt I I RIP- s0,ba I rn I a I I I I I I , 0 OTay - ' � 'm. m n w O f Arth Tach Assoc ales Inc hereby 1 .. < < c spiesvly rave evcca copyi ghl of ^� olor/Sakurai Residence ha,a tluvenp dog la lha of\\I/l/`o`ly/lll Aich lecluralvWoiks Copy�igh! 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W d vn gs sharll bb"6rou hl to the 0 11 nl on of Aich-Tec�Assoc. A - Second Floor Plan .ttg,;r;a beg"""a d'd om- architectural design arch itechassociates.com wale draw"g o be used do not N � A y r O , O A r ------------- ---------------- m _ a D ---------------------- NY D � - rn P g, u u o N O tON"aa°u XY-4 w `m` r°F p+Mrir,:and ' ... .... ..... .. .. .... ' ---- --------------------------- .__-____ D m { r P T fa G y A h Tech An.c alas Inc hereby v h .ad rase e....copyrghl. - ^�I o Taylor/Sakurai Residence -A, h �a�.pp o py She /1/A^'�y AMC IER o�, A h'taclurelsWoiks Co ht Il J1 tP P le Ion A.I'.I 1990 An \% 56 Sand Point n aof r.Proe..r.n.Hai°88- I .1 ih.e.Pins..m.ol Ih° 6 school street Q 508.420.5335 fl 508.420.5304 N g Osterville, Massachusetts Preec wruen°.naenla.I A oh ® � 0 o m hAssacales in. 's oinlr ng. ULJUU� IATE SA cotuit. ma 02635 @info@architechassociates.com I °nl of lhal.cl Anye.iron m II - ° a;:.ee W)�.brov ht llo the o Il.nl on.of Arch'.Tecv Aeegc A - Third Floor Plan Vo,.r t.b.gnnng w.rk Om .r.to b.us.e,eo nol arch i t e c t u r a l design arch itechassociates.com ��a`i.e'arnng:. i� I - NOTES: ASSESSORS REF:: -1. LOCUS IDENTIFICATION: OVERLAY DISTRICT. Legend: HOUSE No. 56 SAND POINT SS Mop 73, Parcel 17 AP - A ulfer Protectlon District ASSESSORS MAP 73 PARCEL 17 9 - i„ O LOT 83 LAND COURT PLAN 15354 94 Deciduous Tree 2. LOCUS IS WITHIN: D'.E S I G N ZONE . ZONING DISTRICT: RF-1 FLOOD ZONES: C,,Ail, Al2 ENGINEERING RF 1 + Coniferous Tree BUILDING.CODE WIND EXPOSURE CATEGORY: C Ared.(min. 87,120 SF(RPOD) AQUIFER PROTECTION OVERLAY DISTRICT 8L SURVEYING Frontagye �min) 20' 3. LOCUS IS NOT WITHIN: Width Zrnj) 1 5' WIND-BORNE DEBRIS REGION Setbackk�:. C6dar Thee. ZONE 11 OF A PUBLIC WATER SUPPLY Front 30" ENDANGERED SPECIES.HABITAT. Side 15' 'O Sign 4. LOT COVERAGE BY STRUCTURES: WVVVU 4ssd9BIgtl.Com Rear 15' # Light Poet .' EXISTMIG: : 4,380SF 11.914 BBS Design,tnoorporatee Qry 5. THE"TOPOGRAPHIC INFORMATION WAS OBTAINED FROM AN ON itu Bettuuiae tee Hates Rd 4 utility role THE GROUND SURVEY'PERFORMED ON OR BETWEEN ttivmaate 31..w�armed WATER PIPE" O CB/DH 31/MAR/14 AND 02/APR/14 BY CAPESURV. ELEVATIONS Bo&seu48oe FAX soasae.eatg ° Overhead tNres - LAND PLAN —oHw ARE BASED ON NGVD. CURRENT FLOOD ZONES BASED ON OWN OP!1988 COURT (BASED a \ was Elewtton Contour NAVD HAVE BEEN SHOWN ON THE PLAN FOLLOWING NGVD. 1 ChrJs _B Reol .......... Underground Utility Line CONTOURS V HIGHER THAN NAVD FLOOD ZONE ELEVATION . tt I' r` t ✓ohs F trriust TCB Top of Coastal Bank(DEP) TO ACCOUNT FOR DATUM CHANGE, WHICH IS 0.87' '$ ti Bvw 6. THE CONTRACTOR'SHALL 13E RESPONSIBLE FOR OBTAINING A ', Z< . 5 - _ Pit I 65 Teat TRENCH PERMIT FROM LOCAL MUNICIPALITY N WHICH, THE Q 2'00" WORK."IS BEING PERFORMED IFREQUtRED. 271,2g 2r E _ _=-- _ 7 ALEASTT�2 HOURS SHALL NPRIOR OTIFY D_TO ANY EXCAVATi -322-SAFE U BVW 1" ,riot salt Mares- '_- 4 W Z 102I _ , / _ ' BVW Val \' 13 \ %V, Land Subject tom --._/� / - _-` _ Z c� U. .. \\\. tr. -\ Coastal Storm Flowage . -.. // �-c�---- \.\\ .d 4Y ` O'A 09 ' Z \. hro ,'�—�— ��� `ZA-1 gmltles _ `f. 9 3 p evty / _ 47,000 SF �„ N \ i �"�._-- _�'� �i - /�� ABOVE HIGH WATER .•.` _ - ..__ i\ r_ „\ \\ 3ff.B00t SF UPLAND `•��.. W U W LL1 oast nil coastal Duns a. 00 _�„\ \ \ . �.�— —��_4 •— � ten^ � \ i j / �`��. 0 to Top of State an "/ W Q. Town Coastal . Y-h -' �-a ` ` � �� ` \ 1 -Bank , '..3. . o— \ \_ ...---!}--- g. 'tf8 � �/� \ 1 soH Marsh Y to �i / ton N 1 Land Subject tot / N ~ Q I%A FLOOD ZONES�, /' 1 I / Q`. Z . AE(d 12) >\ g 1Cg 1 \ 1 1 I Coastal storm Flo'rage / Z U U) 'O LA_ Lj 12-- �.`Air Coastal Dune 1\ -1�— CL �. Z Luz- N IV 514!44 IL of Coastal Bank ,` u \ \.sme, j1 1 #4 GARAGE i ---� r /� \ tags\ \� 1 1 1 \ I ! ,� ./ _� / \" 11 1 11 i I j JUNE':26, 20 1 � sa e%k �, ,. / �� \ \ "� �1 11 1 1 1 s�, t ► I s61c Marsh � c \ \ 14 . " 1 1 1E'I 1N j Ii a: rown A) #56 x . TcJyB 2.sty W/ � \ checked � T FF Dwelling'24.0' s.. .. i number Top of toteIon �. town coastal 14085 PUMP AND 1 \: \�\ I►i ill 1 171, l revisions.. 20 NLI CE55POOL 1 i \\. \\t i l l i i 1 I 1 I O . UPDATE FLOOD ZONES O .. Ili ill. ._ 1 1 B/22SH T ' \\ i 11 i 11 i 1 i nb•d N.r AboDo SHEET a ro SET 1 10/24/t4' , \11i it THOVA KER" 1 Iv�ero rn 1r \,� 111\1 1 \ S�It Marsh No:mem a en an. w i LamLars ' i`?s< —o---O---0235' T_ I f \ \\\ I (( itie �. _ eryfl" F1ark(ne EXISTING P I aK AON 0 20' 40f 60' 1 OF 4 drawing number 62 2 44 g rt LOCAL HEALTH VARIANCE NOTES: _ J Le 'end: sine REQUESTED• 0 VERLA Y DISTRICT.' 1. LOCUS IDENTIFICATION: 'I d 1.. SETBACK FROM COASTAL BANK TO S.A.S. <, HOUSE No. 56 SAND POINT !j.r 100', BUT GREATER THAN 50'. AP - Aquifer Protection District O Deciduous Tree - ASSESSORS MAP 73 PARCEL 17 • 58' PROPOSED FROM TOWN COASTAL L0T.93 LAND COURT PLAN 15354-94 BANK TO S.A.S. ZONE:: 2. LOCUS IS WITHIN: DES .I. G N ZONING DISTRICT: 'RF-1 t / . '82' PROPOSED FROM DEP',COASTAL` RF-1 + Coniferous flee FL60D ZONES: X. AE (EL12), AE (EL 13), ENGINEERING BANK TO S.A.S. r Area (min. 87,120 SF (RPOD). BUILDING CODE WIND EXPOSURE.CATEGORY:' C $t SURVEYING i Frontsga 1min) 20' AQUIFER PROTECTION OVERLAY.DISTRICT ! s g 2 a Cedar'Tree Width fmJn) 1 5' � 3. LOCUS IS tJQL WITHIN: k Setboc s: , WIND=BORNE DEBRIS REGION Front 30' v SignLigh ZONE.II OF A PUBLIC WATER SUPPLY, - Side 15' # I Post ENDANGERED SPECIES HABITAT Vgww.bssdesign.com Rear. 15';. 0 Guy 4. LOT COVERAGE BY STRUCTURES: Bae Design. Incorporated IAnd P ..Utility Pole . EXISTING: 4; �gn 360 SF 11.97, 184.Kathae Ie.Estes Rd ASSESSORS REF.: O PROPOSED: 5,821'SF. 12.4% i•m•�1a.ssaet a> 4o •—OHW ovmhepd woes 5. . THE.TOPOGRAPHIC INFORMATION WAS OBTAINED FROM AN ON THE t . 8 ie,ms _, 2S Elevation Contour GROUND .SURVEY PERFORMED ON OR BETWEEN.31/MAR/14 AND Map 73, Porctil 17 _ ..... Underground Utility the •••E• ••••• 02/APR/14 BY CAPESURV. ELEVATIONS ARE BASED ON NGVD. q t 'WAS PIPE' TCB Top of Coastal Bank(DEP) CURRENT FLOOD ZONES (BASED.ON NAVD) HAVE :BEEN.SHOWN ON SHOWN ON 1965, LAND COURT PLAN THE PLAN FOLLOWING NGVD CONTOURS 1' HIGHER THAN NAVD`. rest Pit THE 20NE ELEVATION TO ACCOUNT FOR.DATUM CHANGE, WHICH \ B/F 2.'« Proposed Spot Grade IS 0.8 P T z 1 r- l \ ,hyrn FReatl y71vst Proposed Drywall 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A 1 __ BVW / ® TRENCH PERMIT FROM LOCAL MUNICIPALITY IN,WHICH•THE WORK IS F —,m— Proposed Roof Dram BEING. PACTOR ERFORMED IF REQUIRED.CONT SHALL NOTIFY DIG-SAFE AT 1­ V S8552 H '00" E _ 7. LEAST 72 OURS PRIOR TO ANY EXCAVATION800-322-4844 AT \ �` 282r 8. PUMP AND FILL CESSPOOL WITH CLEAN SAND. a wW- �, \ • 1 ; QB i.- \ t t01' BVW -�� '- Ditch - 4 \ -- - LIJ ` S t02 I i \ amt rr..a eA7 / . CL BVW Y!E o (n 7. o \ -4 \ X1 Land Subject to -•-�� / / _ W W 'b. \ Joe- Co. \ 1 \ Coastal Storm Flowage - / -- --:�i \ 4Y '� \ _ --_ _ _ UNj F- 0 Phrogmlties BVW_. / ` \ LLI -1 W S i i - - • -Coastal Dune--t--- `�`l• Q N _ \ - \ LOT .0 w ♦ \ i . / — ^ 1 MOVE WSJ i/ ..\\ w �. 9- \ \ Top of St / RET _ A71O -- 1\ 1 ( N Y \ 1 w.000t SF U"D / Q Z.� Coastal TCB)6c�i / T.A W,14L 0 T'OF �•- `. CA MY ELEIA / Salt Marsh z V W (n- O COFITRACTOR \' - - Fl,OpO ZONE ' 145r � ! '\ 1 1 11 Land SUbJact to I / J � a J MUST VERIFY ,. f \ �„ .___ _ AEA„SM9bf \ 1 Coastal Storm FIr♦w°ga / (L �'5 WATER.PIPE OD ZONE.'A P - BR Asp.. RET I 1 1 1 /, m I` 0 Z ci SHOWN ON 1965 ,, n FLO ryYP \ ALL. 1 2'" / I"— 8 J Q HAS BECE01N1RT PLAN 12- i -14.' - _ i a \\T.aW. 4.0 \ \ I BI IENnoN 1\ O N rd (!1 LJ ABANDONED..'. �• 1� -_ ^___�11 �. PAaT \WALL 1 1 \t `\ £J11'S71N0 .�I �' ^_• - i _ \ 1 1 1 1 I '._., / STEPS. / ICoaetal DUAO BCoI@'` . PORCH EL R�_S�• / / sat Marsh 1 = 20 ��C''� ` \ �. 1 1 / ;Q./ 6 \ SHOFMgss date . vROPasm 1'DMA % ,p4*`� sn G�� - - \ .\ .. \° 1 1 1 `"� 1 1 \ I I � .. � ,�� q� JUNE 26, 2014 200 PSI PE WATER ter / y - �q0 I REM01 i \ \�� \ 1 1'1 11 1 1 \ I ! f�, ? JEDWINFFREY yGm raven SERNCE / / 1a0 _I _ PR HOUSE - 1 \ \ \ 1 1 1 1 1 1 I 1 `V air R E1B t��i� EG N \ \\ \ \ \\\\1111111 81 I 1 � checked o. TJB i GVtI 16 T �a -.�• >dJaD RET.\. \ \ I d+vc $TNa"R'CONTROL / .. �� 4 WALL \ \\\ 1\ I I $ JOb number &ALARM PAAEL ON I a / \ raw 2T0 1 I I I � v' oursnE of WALL.. 14085 SING ldraiR 750 r.PO _ J' 1 \. '� w 11►1 I I I revisions revision a DENH7RIhTC410N SY51EM ._ Opp \ \fh 1 I rap o S to dnd �I�.r.. ADDED'SINGULAR ADVANCED ADDED BIO-RETENTION TRENCH TREATMENT SYSTEM OVED PROPOSED WORK 2' �>N�C7RCf/L:1170N // ��p�r � \ \ �i \ To tal Tank. � NOV. G. 2014 TJB 2g' SAY WWOW- y \ \\\ ill 111 1 I I. Q. OWARD, REDUCE POOL SIZE 20,: �ti . •';t No FOUNDATION ?o' \\11 1 j 1111 1 I Salt Marsh JULY 22. 2014 TSB GED it' t, r{a�' • \ l 111 1 1 �. A s� T 0114E Poo TALLs • r \11 I I 1 MOCA7E DMWWAr / �; • ,• '• ••� . \ \ \1 I1I'1 1 . qp. - ZONOm LOCU$ 2 4VARITJ13 . ENTRANCE20'NORIN / U +rY•h ;Y•� '• r `,}. \111 111 11 dY NOTE EDITED OTHER NOTES SEE LANDSCAPE 1K .:�:1•. �' ~, . . .® _ RE)WHE \ Le.,i 1 1 �1 1 \ 1 n+oawa T 18. 2014. T,O PLANS FOR o ?'•,�.. 'f' JACKSR mSE FOUNDATION PLAN SEPT 25..2014 TJ8 COMPLETEW it 709 �O•o y �N II 1 I •g NO.94Q69 St GRADING ON _ H2O U.e - PROPERTY. r — wa��o. ——————=_ -- a 1 \ I j Fss�o Q ° PROPOSED o—o SITE PLAN —o—o —'o—"O 235' 1\ w LLANQ - �► � ` I�— r roar ova 9aro. ( � � ' r� \ \ \\ l 500 OALLON H2O LEACHHNO \ I 2 OF 4 CHAMBERS$PACED 4'APART w/4'of ' PROPOSED STAKED 1 RISER STONE ALL AROL&A 41.5'x 21.68'. STRAW BALES t ALaVG UM/T Or -' 0' 20, 40' 60'. drawing number FIRE (T�I sneryir d Hakr�s Marar. 1322=44 HYDRANT SINGULAIR CONTROL PANEL .. . AND ALARM(ON SEPARATE .' CIRCUIT)TO BE INSTALLED ONTO GARAGE WALL (SEE SITE PLAN) SS DE, SL" G .N ENGINEERING 1/2'PVC PIPE PROVIDE STANDARD POWER FROM ASURVEYING WITH DISCHARGE SINGULARR RISERS CONTROL BOX TUBING FROM AND COVERS TO IN CONDUIT' INSTALL CONCRETE RISERS AS PUMP. GRAM. PAINT GREEN REQUIRED TO BRING COVER TO WITHIN a°OF FINISH GRADE FF EL 25.63 ELEC.coNDtur PER www.bssdeslgn.gom MANUFACTURERS"" .- COVER AT LEAST TWO INSPECTION CAPS, B$3 Dea1gD,Incorporated . - . SPECIFICATIONS FIST 2'SHALL TO BE WITHIN 6'"OF GRADE 24.0 _ 0254d0 BE SET LEVEL 1641Cet6edne Lee B Z��ASISN TURE TIGHT PLUG FelmoutbMessech4sotte 308.540.860S FAX 30834 DRIVEWAY 23.52 ! 23.6 23.6 MAX, minimum 2X elope 22.2 MIN. TAN 22.02. DISCHARGE TUBING =PE.. TOWARD CLEAN BACKnLL .- Z .. 19.68 a 1 4' er.foot min, a RISERS 20.4. r... .' 2R SLOPE MIN - 1 4. or foot min. FOUNDATION 22.16 00 //BB•_ )) E LLJ BY OTHERS 2011 j t r: i OR TERFADRIC ' PIPE FROM HOU 2'-B" 3'-r C Y LOK OR. 19. .ylt''�' c3 o I�o a!"�+)� .a' < W 94 PEASTON SLAB EL 14.33 TO SI 4EKE ' T 3'-6 RECIRCULATION APPROVEDCI EQ a 17.98. i :f o WASHED STONE 80 PVC INSTALLED ON- 20.69 BASIN I~=4'---1=--4'-10" 4'-'� SEE NOTE 3 If�� Z`.' COMPACTED BASE' RE-CIRCULATION 30" 4 CONNECT CHAMBERS TOGETHER AND VENT TO V� W' - . I.- PUMP PUMP six 4."PIP -�i AIR WITH 4'DIA. SCHEDULE 40 PVC PIPE i _-L(20li Qe 4�-) THE BOTTOM OF THE LEACHING CHAMBERS ARE O !^ V) - �g' �. 9'-3"--fit �►. 28 SIX-600 GALLON LEACHING CHAMBERS -.>14'.ABOVE HIGH GROUNDWATER W �// . - SOIL ABSORPTION SYSTEM APPROXIMATE HIGH GROUNDWATER 6 EL 2.8 -J �W�// . PRECAST LEACHING CHAMBER-H2O - W.Q x Z ' 5 . SEPTIC TANK RF-CIRCULATION BASIN DISTRIBUTION BOX 0O O Q SNGULARR MODEL 960 ON 750 POLY-LOK BASIN 24"x36' 9 HOLE AASHTO-H2O.. � ffi U_ Q Q: N MOICJTHIC OPTIC TANK BASIN OR APPROVED EQUAL (Des) CALCULATIONS (n � 8 � � Q GENERAL NOTES DESIGN CRITERIA _ ¢ :2 -1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN NUMBFJi OF BEDROOMS 8 bedroom design SEPTIC TANK' Q 6 8 Y ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE TITLE DESIGN FLOW 110 gpd/brm DESIGN FOR USE�WITHOUT.A GARBAGE GRINDER Uj a W V•, MINIMUM REQUIREMENTS FOR THE.SUBSURFACE TOTAL DAILY FLOW 660 god 660 god x 20OX = 1,320 gat/day _.turn , CD J DISPOSAL OF SANITARY SEWAGE, AND ANY LOCAL RULES. USE PRECAST SINGULAIR 1,600 GALLON SEPTIC WHICH MAY BE APPLICABLE. TANK WITH THE TOP,REINFORCED TO H2O . I. U �� 2: THE BARNSTABLE HEALTH DEPARTMENT & BSS DESIGN" LOADING CAPACITY. < �, W ENGINEER MUST BE NOTIFIED WHEN THE SYSTEM IS Z ? O INSTALLED, AND PRIOR TO BACKFIWNG, FOR INSPECTION., 6•-3 1/2'��{ ~ 3. THE STONE.AROUND THE LEACHING CHAMBERS SHALL •IxA yI SOIL ABSORPTION SYSTEM: Q In }- O. CONSIST OF DOUBLE WASHED STONE RANGING FROM 3/4 " SIX - 500 GALLON LEACHING CHAMBERS IN J.� Q TO 1-1/2 INCHES IN SIZE AND BE FREE_OF.IRON, FINES,' E3 o 0 C3 0 c3 o r3 r3 BED CONFIGURATION: 2 ROWS OF 3, END TO AND DUST IN PLACE. THE STONE SHALL BE COVERED WITH - 4'-10' AT LEAST 12 INCH LAYER O WASHED.STONE OVERERANGING �e''IHOtlf°I'r C3 E3.O C3 C3 E3 0 C3 C3 C3 O ss" END, 4' APART EACH-.WAY, WITH 'CONNECTOR o . FROM 1/8 TO 1/2 INCH IN SIZE,'AND BE FREE OF IRON, rip. PIPES BETWEEN AND '4' OF DOUBLE.WASHED 24' O O O O O p O O,O I STONE ALL AROUND AND BETWEEN CHAMBERS ~ .Q. FINES, AND DUST. IN PLACE. o 0 0 a o 0 o O O I LEACHING AREA PROVIDED: STATE TITLE V. 4., THE GRADE ABOVE AND ADJACENT TO THE LEACHING ___111 SIDEWALL• NONE FACILITY SHALL SLOPE AT LEAST 2% TO.PREVENT f ACCUMULATION OF SURFACE'WATER." WALLS ARE 3'THICK,CHAMBER Is TAPERED s'-s' BOTTOM AREA = 21.86' x 4i,5' x ,(0.74) 5... SEWER PIPE SHALL BE 4" DIAMETER.SCHEDULE 40 PVC OR . TOP is a THICK , 0 685.2, gal/day EQUAL AT 1/4" PER FOOT.(2X) SLOPE MINIMUM UNLESS CONCRETE MM.sTIR M: 5.000 0,81 at 25 ae� PRECAST 500 GAL LEACHING CHAMBER DETAILS. Scale -SPECIFIED OTHERWISE. 6Ax 0 x H GAUGE eE WIRE MESH. NOT TO SCALE NOT"TO SCALE . . REINFORCEMENT. FLOW EQUALIZERS MALL BE INSTALLED ON THE ENDS OF °�0N LOAaNa - ALL OUTLET,PIPES INSIDE THE DISTRIBUTION BOX.:, T.T. 7.'CONTRACTOR SHALL NOTIFY THE ENGINEER IF HE/SHE TEST . HOLE DATA, JUNE 26, 2014 ENCOUNTERS SOIL CONDITIONS OTHER THAN THOSE SHOWN ON THE'SOIL LOG. dra wn PERC. RATE: 2 min./Inch in C lays r'ot Test Holes 2 and 3 c ebk R I TAKEN BY: Weller and Associates I WITNESSED BY: Donna Miorandi, Barnstable Health Dept. DATE: June 13. 2014 number y No groundwater wag encountered. - 1408.5 30^ re sons A ` �'` A -H SOIL LOGS AUG 22. sYSTEM PROFILE 6'INLET _ . KNOCKOUT SEPT 18. 2014: " " ®® 24" EL TP i1 TP EL2 EL TP3 EL 2!3 02014 T 1B 6'OU1LE15 20.0 0' 20.0 0" 19.5 .. 0' '19.6 - 0' EDITED PROFILE(1ST PIPE 1 _ 12" 10'J KNOCKOUTS } ,.n{OF k1,gs• F FILL F' FILL F FILL F :. -FILL LENGTH) .. 1r+ I 3FJ sqp 19.0 12 19.0 12" I&S 12" 18.6 12' ADDED SINGULAR ADVANCED . TREATMENT SYSTEM oa •� G FFREY NOV 6, 2014 LRI, - PLAN SECTION A-A SIDE VIEW ED MEDIQ C TO COARSE MEDIUM C TO COARSE CONCRETE MINIMUM S7ITENO7H:'6,000 PSI at 28 DAYS '� � � � - DESIGN LOADING: STANDARD UNITS,AASHTO<H2O �`fs C MEDIUM C MEDIUM - SAND. SAND.. title " SIONALE�' TO COARSE TO COARSE ZSY6/3„ 2.6Y6/3 9. HOLE DISTRIBUTION BOX DETAILS. SSDS PROFILE NOT TO SCALE - - 25Y6/3 asYB/3. AND DETAILS 3 OF 4 INSTALL DISTRIBUTION BOX ON MINIMUM e" THICK .9.5 120' 4.5 120" STABLE BASE OF.COMPACTED CRUSHED STONE DRY DRY' HI,g 126' 9.s 128" div7Wing number 1 DRY DRY B22-44- H C GENERAL NOTES 'BS:d-4 i SINGULAIR® AERATOR, AS TESTED AND ACCEPTED BY UNDERGROUND POWER SUPPLY NSF. ALTERNATE INLET TO AERATOR AND RE-CIRCULAnON PIPE. POLY-LOK BASIN 2. FALL THROUGH SINGULAIR® PLANT FROM INLET D E SA G N LOCATION RE-CIRCULATION PUMP TO PRETREATMENT 24•Xa6* BASIN OR INVERT TO OUTLET INVERT IS FOUR INCHES. INLET. . CHAMBER, APPROVED EQUAL INVERT IS TWELVE INCHES BELOW TANK'TOP. BIG—KINETIC LISTED WEATHERPROOF 3. ON DEEPER.INSTALLATIONS, PRECAST RISERS MUST BE ENGINEERING SYSTEM '` 110V ELECTRICAL USED'TO EXTEND AERATOR MOUNTING CASTING AND &SURVEYING ENCLOSURE BIO=KINETIC ,SYSTEM MOUNTING CASTING TO GRADE. =- , --------- ---- POLY-LOK BASIN INSPECTION COVER ON PRETREATMENT CHAMBER MUST 24"X38" BASIN OR BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE- i APPROVED EQUAL a" DIAMETER d" DIAMETER 4. TANK REINFORCED PER ACI STD. 18-83. + + +++ 5. REMOVABLE COVERS'ON RISERS WEIGH IN EXCESS OF www.basdasign.com 1, INLET AND,TEE OUTLET Q 1+ ,. - �•�. ` A SEVENTY FIVE POUNDS EACH TO PREVENT EISS Design,Incorporated UNAUTHORIZED ACCESS. 164 Katterine Lee Hates Rd. 6. TOTAL SYSTEM CAPACITY, 1600 GALLONS. Pet=at6Masschusam02540 AN ROBUSTA 106 w/ 7. CONTRACTOR SHALL PROVIDE.RECIRCULATION CHAMBER 509.540.esro FAX aosea6.6313; e�}11 Ts RE—CIRCULATION FOR,DENITRIFICATION. 4".DIAMETER i i i ''`'. I i+(� %i1 I PUMP OR APPROVED .INLET UNE t 1 1 t �•��_-S� EQUAL t t AERATOR DIAMETER. REMOVABLE ' 1 - uFFl MANUFACTURER'S NOTES �.. NE INSPECTION COVER ' WITH CAST IN PLACE N HANbLE ( S 3 RE-CIRCULATION LAND AND IN PARTS OF MAS ACCHUSETTS IS R' V a 1 1 TH HODS PIPE SIEGMUND ENVIRONMENTAL VIRD NMENTAL SERVI S. W RE—CIRCULATION BASIN 2. THE SINGUL IR N IS LICENSED'BY MASS. DEP. TO O U SINGULAIR SEPTIC TANK SIEGMUND ENVIRONMENTAL SERVICES, INC. (SESI) ANDALL z: (n THE COMPANY NUNLESS'APPROVED TS ARE TO BE IN WRITINASED GBYLY FSESI LL.I F~-- 3. A REVIEW OF THE PLANS.FOR COMPLIANCE WITH Z �-`1' _0 � SYSTEM REQUIREMENTS IS AVAILABLE BY SESI. 0 r (n DESIGNERS ARE ENCOURAGED TO TAKE ADVANTAGE OF In THIS SERVICE. V LLI ~ _ 4. SINGULAIR SYSTEMS UTILIZING CONCRETE TANKAGE MAY L1) Q Z U BE LOCATED IN PAVED AREA SUBJECT TO HIGH O. Q O LOADING IF APPROPRIATELY DESIGNED. SCHEMATIC � Q CL ((n PLANS ARE AVAILABLE FROM SES1 FOR CONSIDERATION �d _. BY THE DESIGNER. (n. Q 5. ALL RISERS AND COVERS MUST BE AT GRADE AND w 'AERATOR MOUNTING CASTING O SERVICE. Q ACCESSIBLE FOR VI 6. CONCRETE TANKS MEET ASTM STANDARD O 1 Y J) �j SPECIFICATIONS FOR PRECAST CONCRETE SEPTIC TANKS, = w a Q J SNGULAIR® AERATOR C-1227-09. V) (� J NORWECO FRESH AIR VENT ASSEMBLY. EARTH FILL (SEE GENERAL NOTE 1) 7. OWNER SHALL EXECUTE A PERPETUAL MAINTENANCE w �� AGREEMENT WITH SESI FOR THE SINGULAIR SYSTEM AS UNDERGROUND POWER SUPPLY ENTRANCE BIG-KNETIO® SYSTEM MOUNTING CASTING SHOWN ON THESE PLANS. 1¢i (SEE AERATOR MOUNTING AND INSTALIATK)N. Z O DETAIL DRAWING) . BIG-KINETIC® SYSTEM MOUNTING Q M }-- O GROUT OR SYNTHETIC SEAL BIO-KINETIC® SYSTEM LOCKING LUGS CASTING AND COVER J.in Q 11 II GROUT OR SYNTHETIC SEAL Q ' 1-� 1'-0' 1'-4 GROUT OR SYNTHETIC SEAL DEPTH OF FILL 14'. 4' DIAMETER EFFLUENT LNE �. p•-2 1/2' EARTH FILL SCO e NOT.TO SCALE 0._2. NOV.: 6, 2014, - - ' B - SNOULAIR® BIO KINETIC® ' raven ' 60' (SYSTEM,DLSCHARGE. TJB 5 DETAIL).. Checked PRETREATMENT CHAMBER p,-3. BIO-KINEncO SYSTEM + CASTING PICK-UP i O" - EXTENOEO AERATION GROOVE.TYPICAL ' job number SUBMERGED TRANSFER PORT,. CAST-N-PLACE AERATION FlNAL CLARIFlCATK)N CHAMBER 140855 CHAMBER CHAMBER TRANSFER PORT' revis One. - I SECTION A A SIO STATIC® SLUDGE RETURN BO' 80' SN OT SAS Fes-W-8. . . MODEL 960 sq ?� JEFFR Oy 750 GPD TREATMENT CAPACITY EDH y' OUTLET SINGULAIR® B10-KINETICS � 5�NAIE ' WQ title WASTEWATER TREATMENT SYSTEM t Siegmund Environmental Services, Inc. SINGULAIR . US.AND FOREIGN PATENTS GRANTED AND,PENDING - NORWECO, INC. Avenue, Providence, RI 02905 DETAILS 49 Pavilion Aven roviden 4 of �4' Tel: 401 785 0130 Fax: 401 785 3110 drawing number, I 1 44 NOTES: ASSESSORS REF. : 0 VERLA Y DISTRICT: en d. 1• LOCUS IDENTIFICATION: L e q HOUSE No. 56 SAND POINT Map 73, Parcel 17 AP — Aquifer Protection District ASSESSORS MAP 73 PARCEL 17 ky LOT 93 LAND COURT PLAN 15354-94 ZONE: 0 Deciduous Tree 2. LOCUS IS WITHIN: D E S I G N ZONING DISTRICT: RF-1 FLOOD ZONES: C, A11, Al ENGINEERING RF-1 + Coniferous Tree BUILDING CODE WIND EXPOSURE CATEGORY: C Area (min. 87,120 SF (RPOD) AQUIFER PROTECTION OVERLAY DISTRICT & SURVEYING Frontage ( in) 20' 3. LOCUS IS NOT WITHIN: Width (min) 125 WIND-BORNE DEBRIS REGION Setbacks: ° Cedar Tree ZONE li OF A PUBLIC WATER SUPPLY Front 30' ENDANGERED SPECIES HABITAT Side 15' Sign 4. LOT COVERAGE BY STRUCTURES: www•bssdesign.com Rear 15' Light Post EXISTING: 4,360SF 11.97, BSS Design, Incorporated `'uy 5. THE TOPOGRAPHIC INFORMATION WAS OBTAINED FROM AN ON Falmouth Katharine Lee Bates Rd a -O- Utility Pole THE GROUND SURVEY PERFORMED ON OR BETWEEN Falmouth Massachusetts U 2540 'WATER PIPE' CB/DH 508.540.8805 FAX 508.548.8313 313 SHOWN ON 1965 u, 31/MAR/14 AND 02/APR/14 BY CAPESURV. ELEVATIONS LAND COURT PLAN OHW— Overhead Wires ARE BASED ON NGVD. CURRENT FLOOD ZONES (BASED ON ElevatI ChrlsJer_ tour 825^ Underground Utility Line NAVD) HAVE BEEN SHOWN ON THE PLAN FOLLOWING NGVD ""'E""""" g y ( ) CONTOURS 1 HIGHER THAN NAVD FLOOD ZONE ELEVATION . I r• t ✓ohr. F-FshtTrTrust TCB Top of Coastal Bank DEP TO ACCOUNT FOR DATUM CHANGE, WHICH IS 0.87' ~- BVW 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A z S 65.5 '` Test Pit TRENCH PERMIT FROM LOCAL MUNICIPALITY IN . WHICH THE 0 \ I 2 00" E - _ _ WORK IS BEING PERFORMED IF REQUIRED. -800-322-4844 -e•� 'f 7. CONTRACTOR SHALL NOTIFY DIG-SAFE AT 1 \ t 271•29 2T0 �- - AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. U 1\ I 02 3 t Salt Marsh ` 105 BVW - 6 _OJr�i 1 _,_ w V 9 ` BVW \� 251 / BVW a \ Q s\ \ , \``__ �� 2• � 106 a , . \ \ owN; -_, _ Cl: w \ N N \ X�2 Land Subject to -•---- / _ , ` `so• \ _1 \ ��. \ Coastal Storm Flowage 9 _ / ' -- `\ oo ^ \ `,` Z 0. U \per F \ N \ � _ x25 /� 9— /` \\ °� � -0 w . ` `` POD z 103 - - - - - - 3 o[ 3� _' $ `` �•/ W ` Phragmitles BVW / — DH Fnd wLO .1104 � 10•e9 � � ems- /,~ - - ^��s, \�� 47,000 SF � ; (n — (/) I-- Z- - � ---•-- - - � ' % ' - 7 r \ ABOVE HIGH WATER � `�\ W J W \ \ / — � _ �„ \ 36,600f SF UPLAND �. �` Q /y W k ` — , \ .� •—�. Coastal Dune � '�;.\ p � / _ U Top of State and / /�/ _9— \ Top of State / — - 8- — N / ' — - \ Town Coastal I / � Of Q / �� _ � Ban. 1 t 0 (n i \ 0' _ COMM 60 118 i „_ 9' — — '� Z— ', / '�CiB����O,'�r ~ /iE Z'ss" R `�`. .,•-,•�� `' 0 \\ 1 `� W J 1',3it lAcrsh 1 ,t 3 0 .�Lawn •rr"� Z �/ �.,,R I Land SuG j..ct to / ' LLJ N ONE / F ,.. \ 1 as I / �� Q Z • � \ ! f a��` - - - - FLOOD (EL„3+. r. ---�.N�-- _ .� TCg 1 \I I II a IlCoastal Storm Flowage / U w 0 .. FLOOD zoriE — — —Tcs �° \ 1 1 1 1 ° I i / J L 0- W Coastal Dune .-+'IN � �- � O �ooetol Bank a .Cr er q, �. �,�SE N ( \ I } �� \ O Towno r 1 s} 1 ` / / ^�^ W Q (0 V) \ / / 1pf r' ~ �+ l ..�� ... \ \ II / / ° L.J.. Q a.. L0 0 1 Top of Town �"'wood / 3Q / p // Coastal Bonk '� \ �! \ \ Staire 11 1 1 1 1 ( / r / scale „ , #4 (fragment) I _ �� ——— �~ \\ \ 11 I \ 1 1 = 20 ls— / ti0 GARAGE i-I'—— �- /C town \� 1 1 I w \ 1 / o SO, m � �.- --.. �, i 0 1 date Sank �'6 I 11 11 11 I I Salt Marsh \ \ \ \\ 1 I I q I I I JUNE . 26, 2014 s\ 3 `, \ \ \ \�\\\\ 1 1 1 o I I ! --� O drawn s � TJB 1� ? ---- —. --- 1 2 Sty W/F \ \ \ ' �\ \1 I ► I / .. Dwelling {� checked. ° ! / � FF EI=24.0' \\ \ oQ ��\\\I I sEC -- �� ✓l, ZD 19— Lawn / 1 Lawn w 1 \ , \ � I I I I 10 job number / Stone p Porking Area 1 a / Top of tote and 14085 Town Coastal / PUMP AND I I �\ \ \\ III I I I Bank i l revisions 20, / / � FILL CESSPOOL g `�- I -' � o�tO ?� \ \\ \I IIT 1OUPDATE FLOOD ZONES 0 Lawn ' � � 6r \ `\III II 1 ' ' 8/22/14ADD 4 B SET / , O oaf - ° �] \\ 11 I I I III\I I 1 t I Wood Pier F .r c; 10/24/14' 1111 III Drivewacy o 2� _ __..._...... _ Q� \ Lawn II111 I I entran e O C.t /// r. N \ \ S It Marsh Lawn Lawn I 2� ? I I I N / - Plantings S woo _ - + 0 0 0 O o 0 o Post& Rah j?ence o o ° o o v �235' (rec) ' ! Fnd o\ \ 1\\ \\ \ '� W' 1� Z � I `�d"— ,_ I N� I title Sheryl) J. Harkins EXISTING CONDITIONS 0' 20' 40o 60' 1 OF 4 drawing number B22-44 0 standtij1 LOCAL HEALTH. VARIANCE Legend. NOTES: Pine ka d REQUESTED. 0 VERLA Y DISTRICT: 1. LOCUS IDENTIFICATION: ' Sfu 1. SETBACK FROM COASTAL BANK TO S.A.S. < HOUSE No. 56 SAND POINT 100' BUT GREATER THAN 50'. AP - Aquifer Protection District , j►a1}pl ;; �� Deciduous Tree ASSESSORS MAP 73 PARCEL 17 >fIt/ 5arnt lh� s p 58' PROPOSED FROM TOWN COASTAL LOT 93 LAND COURT PLAN 15354-94 lsl13 L9 I aBANK TO S.A.S. ZONE: 2. LOCUS IS WITHIN: D E S I G N f 82' PROPOSED FROM DEP COASTAL + Coniferous Tree ZONING DISTRICT: RF-1 f'alnt RF-1 AE (EL12), AE (EL 13) ENGINEERING BANK TO S.A.S. FLOOD ZONES: X, Area (min.) 87,120 SF (RPOD) BUILDING CODE WIND EXPOSURE CATEGORY: c & SURVEYING �, Frontage (min) 20' AQUIFER PROTECTION OVERLAY DISTRICT � LOCUS �roAY Width (min) 125' ° Cedar Tree 3. LOCUS IS NOT WITHIN: �' Town\ 4 ! Setbacks: Front 30 �- Sign WIND-BORNE DEBRIS REGION L�'t e ""' Side 15� # Light Post ZONE II OF A PUBLIC WATER SUPPLY ENDANGERED SPECIES HABITAT www.bssdesign.com bland �" , Rear 15 -� Guy 4. LOT COVERAGE BY STRUCTURES: BSS Design, Incorporated � `' t� P -O- UtilityPole •. EXISTING: 4,360 SF 11.9%, 184 Katharine Lee Hates Rd t7 CB/DH PROPOSED: 5,821 SF 12.4% Falmouth Massachusetts 02540 ASSESSORS REF. : pHW— Overhead Wires 5. THE TOPOGRAPHIC INFORMATION WAS OBTAINED FROM AN ON THE' b08.540.8805 FAX b08.b48.8313 Q onr iertno Map 73, Parcel 17 _..~ 25 M Elevation Contour GROUND SURVEY PERFORMED ON OR BETWEEN 31/MAR/14 AND ._.......E_:____ Underground Utility Line 02/APR/14 BY CAPESURV. ELEVATIONS ARE BASED ON NGVD. 'WATER PIPE' TCB Top of Coastal Bank (DEP) CURRENT FLOOD ZONES (BASED ON NAVD) HAVE BEEN SHOWN ON SHOWN ON 1965 LAND COURT PLAN THE PLAN FOLLOWING NGVD CONTOURS 1' HIGHER THAN NAVD Test Pit I FLOOD ZONE ELEVATION TO ACCOUNT FOR DATUM CHANGE, WHICH z Chrfsjen_e 2.X5x Proposed Spot Grade IS 0.87' O I r- -- John it Flshty Trust 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A =Z 1 0BVW Tr Proposed Dryweli TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE WORK IS t- Proposed Roof Drain BEING PERFORMED IF REQUIRED. S 65.52'00„ 7. CONTRACTOR SHALL NOTIFY DIG-SAFE AT 1-800-322-4844 AT = v , �\ 282t E - LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 27 • _ �-_-�_ 8. PUMP AND FILL CESSPOOL WITH CLEAN SAND. w 1 29 TO C6 ,-- - ```"��-_ - 9. AREA FOR SEPTIC TANK IS FOR THE SOLE PURPOSE OF INSTALLING Z A W�� 1Oy2 BVW �� �0 -_Ditch A TITLE V SEPTIC TANK IN THE FUTURE, IF NECESSARY. (/) <Solt Marsh ,'' Ito Bill 0 CL \\\\ BVW a `. , -''^ ~ ` `~` -'''•-_.`-.`"' O z N N Land Subject to W Coastal Storm Flowage ,� ------ ---a--• - _\� DO W Oil _ I- �� O to Z59 i _— \ \z O v `� `"'_+.�'`_� \N " 6 -- m .. �` 1n Phra mltles °BVW ,. - --- -_--�� \ c6 H \ W w �- `�� 104 �0 ____---'--T- �" -- -l7ELl7CATEU, a � < � LLJ ----------- It Coastal Dune i \ 0 V) �" _- --- - -- - - _ LOT 93 \ = w C Q --e MO _ _ - 47,000 SF ' __ -- \\ Top of State, PROP. RET - i0 - ABOVE HIGH WATER i \ \ WALL - &-------'-- - _ \� t / Coastal(TCB)Bank r.O.W.14.0 OF yy IRK — — - t 36,600f SF UPLAND i (w Q Z , LIMIT — - _ . I / EQO Y?`_ .. `CLEV: \ \, 3 �, w Salt Marsh Z c) w (n 0 CONTRACTOR = AREA'; \ `\ _ ZONE , T �d\\ 1 Land Sub ect to ` _ R`rs FLOOD 14 x50 C t i i Coastal Storm Fidwage / J MUST VERIFY ..�4 _ ----- AE DEL 12) SINiMMING ` _ g ► t t t I O WATER PIPE ♦ --1Z X POOL 7)i4 PROP. RET t ► SHOWN ON 1965 ��\ / TCB - PATIO FLOOD BONE _ __-- 2'�fEL t► ► o t i . %' O LAND COURT PLAN P_ �<'` ^- _--- -- -�. - (TYP J._ ALL ,\ , t ► 2' WIDE t / w —J Q HAS BEEN O 12- �� 1 q- - - - y ,�,. '�\� `�; T O.W.14.0 �\ \\\ 1 TRENCHTENAON ►\ i 0 U) Ix �-- (n Lij � ABANDONED �Q\ -J Q ---'s.c=1��� _- �..`r�'C'°"�� \�`/A \ PROP. RET , \t \1 ` �t J Q w e _ R y0'—-' —' — _-- _ _-- — Lie _®• --- J PATI /` \ WALL \\ ; ; \ / / ,n Z Ld Q �`;0. -'_� _- !L-`- --- t' ---�---, 0 \� �`� T.O.W.20.5 .\ t 1 �, t 1 `� EX/STING U I— Lf) 0 — ,11'- — — Ax1,�•g _ d ► '/ \ ',�',� \``` \ ` I d\\ ► ; i / S7E'P$ ^ _ _ �1 LL Q LL Q �-. �' ToWn Cooslal 8_ank ..—_ PATi ♦ \ \ \ 1 ► / / �\i / ``\ PORCH EL. >< 0, �•� `\ \ \ \ \ i Coastal Dune // o scale __ t � / Salt Marsh ►> > 46' ` i / oox13.9 opoSED ji1N�E �_L_ -J--� 25.00 . ,�; --�, , \ _ ,� l �, 1 = 20 15- i ' 30.4 R ON. GRILL; - , \ Wood ► / o o _ GARAGE , STA,T1 x >C t �� t ► Sta rs 1 li i 3� l <v date PROPOSED 1" D/A. �O i ,, SLAB 24 33� ► HOUSE PALS ' \ � 4 XIS77 G IUD ,------- _- w ; ; \ z ; r`::> ', S4� JU N E 26 2014 200 PS/ PE WATER 16- i �,y0 I TO B REMO � - \ Lawn , \ ► , ► 1 W \ , / J r SERVICE c �� m / '/� , Q / IY siX -- \ \\ \\ . \\ \\ \ \ 1 1 t 1 t O t t :fi`• / ,a 19' / t¢_ --- --' PROPOSED HOUSE --\ �. �\ -.�\ '\ \ 1 ► t t ► t o ► t drawn BEDR >r US �\ \ � , ► 1 ► ? � t c FF N �Ea\ \\ \ \ �� \ ► i ► t i t a°�01 TJB . O,cx. / , _ - �_ __ AR EL. 14 �. \ O0 M \ \\ \ \ ► \ ► t t rn t I u _-- -CELL RE \ \•� ` \ \ \ , ► c i I o checked ` G'ogS' TO,o-- =_ W ,� 1 3.2_v,- 1 E \ \ \ t ► 1 +- PROP. RET \ S/NGULA/R CONTROL / / ao�0 1 g \ 1 \ ` \ , t I & ALARM PANEL ON PROP --_,2 ► - n 1 WALL -""C�� T,\o \ \ 1 I job number OUTS/DE OF WALL. RET t / j \\ T.O.W. 23.0 �\ �� �\ oo ,.00 `\ `►i i ► S/NGULA/R 750 GPD WALL 13, s i m �•� \\\ 1 `\\ \\ i O 't, \►1 i I j 1 0 1408 cJ DENI 77?IRCA 77ON SYSTEM _ --- 7 '' OSE S s�• i ``� `\ 60 ` \ \y �'i `i i _J revisions revisions WITH REC/RCULAAON I CROP�L S AREA FOR SEPTIC`\ 1 �\ \ c� \ \ 1 I► t► Top o S ate dnd �-t ADDED SINGULAR ADVANCED ADDED BIO-RETENTION TRENCH BA SIN. GRA 4 TANK MEE77NG THE \ ` �� ` 2x Tow oa tal ank DRIVEWAY �• A, \ 1 \ \ , , , ► ► TREATMENT SYSTEM MOVED PROPOSED WORK 2 • t 24 1 REOU/REMENTS' OF 1 y�� \ �� , \\\\ ► ►► ►i t , t NOV., 6. 2014 TJB LANDWARD, REDUCE POOL SIZE. 20- !\Y� = f` 1 777ZE K SEE NOTE 9 1 �� \ \ \ , t►► ► t t t t t MODIFY POOL PATIO b , : • 1.I�;;: r,; :.. , ;. 0 \ ,d ? \ \ ► 1► t ► t JULY 22, 2014 TJB t 2 i \ t1 p \ \ \ \ , ► ►, ►► t ► t t Salt Marsh LOCATIONS, FOUNDATION HOUSE, POOL, WALLS 1 • 1 :. .:.• •.�:. 1 t ► t t CHANGED 0 A S ' ► a 1N�ARGE;" 1 ' \ \ `t ► , t ► ► t , ► t t DIMENSIONS, POOL AUGUST 4 2014 TJB BAY WINDOW- HOUSE 6". `\ /.''1 \ t ► ► ► a i' i t a ► t wood►Pier WALL/FENCE LOCATION MISC. EDITS UPDATE FLOOD ::'= :. 1 -- NO,FOUNDATION \ 62 \ \ ,��► ► t ► ► ► t t t 'RELOCATE OR/VEWAY < 1 ADD RINSE STATION GRILL •' ; , ,:•� ,.;• 1 , ► ► i ZONES 8/22/14 TJB ENTRANCE 20' NORTH �"I r y.;.;;, ;' ® ,, ► 1 � \,\► ► t , , t '-, PAD, POOL EQUIPMENT AREA ADDED LOCUS MAP, VARIANCE rn ..`>. ',;' \ ,t t ► t► 1 - NOV, 12, 2014 TJB _ , III � „•.! r 'r.• .�.` ? � t x2.�8 /'� \ 1 1 1 ► \ \ , NOTE. EDITED OTHER NOTES SEE LANDSCAPE (J\ ;r•', : :,;"• i :.° ? b 1 REMOVE \\ Lawn . \\ \\\t t \ \ t \�\ t \ ►\ ADDED TITLE V SEPTIC TANK SEPT. 18 2014 TJB a'°"`': PLANS FOR O a� ; ;,' ; t----- �e-- \ \* OAK E 1 \ �,`+add a►\ , \ ` , \\ \ AND NOTE 9 �„ -;.,�•� ,• ,.• REVISE FOUNDATION PLAN COMPLETE w , ? 3 g t o»m 1 `.t^ �`` --'"� a ;\ t ► ; � - NOV. 20, 2014 TJB SEPT. 25, 2014 TJB GRADING ON _ , 11 DB9 Z ' � to 1� a t , t ► title PROPERTY. ^ H2O town _-- o �`.. , „ ` I ► \ \\ \ ► N ,� Plantings 1 t \ \ O\ ► 1 a�—o o 0 0-10 B o o■� \\\, AIt �\` , PROPOSED _ i o ` CB/DH___ Poet R°0 Fencs 1 235 (rec) �, Fnd '\�\ t\\� \\\ \-� ► ► _ VENT SIX 500 GALLON H2O LEACHING 1� 1^ ��►\`\\ \\�\`\\\ t SITE PLAN I - '-' 2 OF 4 -►', Fnd CHAMBERS SPACED 4'APART w/4' OF j W �� PROPOSED STAKED `\\ t RISER STONE ALL AROUND. 41.5' x 21.66' STRAW BALES 0- I (7yp) N ALONG LIMIT OF 0' 20' 40' 60' drawing number FIREHYDRANT Sheryll J Harkins ARK . � B22-44 v C 0 C SINGULAIR CONTROL PANEL AND ALARM (ON SEPARATE CIRCUIT) TO BE INSTALLED ONTO GARAGE WALL (SEE SITE PLAN) DESIGN ENGINEERING 1/2" PVC PIPE PROVIDE STANDARD POWER FROM WITH DISCHARGE SINGULAIR RISERS CONTROL BOX & SURVEYING TUBING FROM AND COVERS TO IN CONDUIT INSTALL CONCRETE RISERS AS PUMP. GRADE. PAINT GREEN REQUIRED TO BRING COVER TO `WITHIN 6" OF FINISH GRADE FF EL. 25.63 ELEC. CONDUIT PER WWW.bSSdeSign.COiTI MANUFACTURERS BASIN COVER AT LEAST TWO INSPECTION CAPS SPECIFICATIONS FIRST 2' SHALL TO BE WITHIN 6" OF GRADE BSS Design,Incorporated MOISTURE-TIGHT PLUG - BE SET LEVEL 164 Katharine Lee Bates Rd 24.0 Falmouth Massachusetts 02540 DRIVEWAY 23.52 23.6 23.6 MAX minimum 2� slope 508.540.8805 FAX 508.548.8313 22.2 MIN. SLOPE TOWARD TANK 22.02 o DISCHARGE TUBING CLEAN BACKFlLL -7 1 2X LOPE MIN 4" er foot min. 19.58 3't 6 RISERS 20.4 0 S - -•-- FOUNDATION 22.16 OO 1/4" per foot min . BY OTHERS 21.02 2"(1/8"-1/2") PEASTONE Lv 2'-8" 3'-7" 20.11 ,• 4a°: ��'e�°'� " SEWER PIPE FROM HOUSE t a y;•�: o 0 o t ,c j •"a°`.,:j OR FILTER FABRIC OLY-LOK OR 19.94 � t ►�t °e^J:• 0 0 0 0 �:• �; . .;...y; 20 Q TO SINGULAIR TANK " . r �:•�•�°';�;•,!.• SLAB EL. 14.33 „ 5_g APPROVED EQUAL �°;•�; •��-•a.�,N o 0 0 o j� r;t•'f ,• U SHALL BE 4 DIA. SCH RECIRCULATION 17.58 ? 0 80 PVC INSTALLED ON 20.69 BASIN 1-- 4' --1----- 4'-10" 4' ---_1 WASHED STONE, �.L_ 7 LCOMPACTED BASE SEE NOTE 3. � LZL.) RE-CIRCULATION I CONNECT CHAMBERS TOGETHER AND VENT TO PUMP 30,E SIX - 4" PIPES -►I AIR WITH 4" DIA. SCHEDULE 40 PVC PIPE. (2018 & 405) 57 9-3 THE BOTTOM OF THE LEACHING CHAMBERS ARE Z cn (n „ �-• 29' SIX - 500 GALLON LEACHING CHAMBERS > 14' ABOVE HIGH GROUNDWATER. 0 (n SOIL ABSORPTION SYSTEMPRECAST LEACHING CHAMBER - H2O APPROXIMATE HIGH GROUNDWATER = EL. 2.8 J SEPTIC TANK RE-CIRCULATION OASIN DISTRIBUTION BOX � < 0 Q SINGULAIR MODEL 960 DN 750 POLY-LOK BASIN 24"x36" 9 HOLE AASHTO - H2O O o MONOLITHIC SEPTIC TANK BASIN OR APPROVED EQUAL (D89) cn CALCULATIONS Li>J �' `` Q Cn GENERAL NOTES DESIGN CRITERIA Qry z 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN UJ 0 ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE TITLE NUMBER OF BEDROOMS 6 bedroom design SEPTIC TANK: O Q Li �Q V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DESIGN FLOW 110 gpd/brm DESIGN FOR USE WITHOUT A GARBAGE GRINDER = w ate. Q J DISPOSAL OF SANITARY SEWAGE, AND ANY LOCAL RULES TOTAL DAILY FLOW 660 gpd 660 gpd x 200% = 1,320 gal/day V) v- � J WHICH MAY BE APPLICABLE. USE PRECAST SINGULAIR 1,600 GALLON SEPTIC 2. HE BARNSTABLE HEALTH DEPARTMENT & BSS DESIGN TANK WITH THE TOP REINFORCED TO H2O ( U ENGINEER MUST BE NOTIFIED WHEN THE SYSTEM IS LOADING CAPACITY. IQ � f2 IP,iSTALLED, AND PRIOR TO BACKFILLING, FOR INSPECTION. W 3. THE STONE AROUND THE LEACHING CHAMBERS SHALL " 8'-3 1/2" SOIL ABSORPTION SYSTEM: z O st OIA. 0 V)CONSIST OF DOUBLE WASHED STONE RANGING FROM 3/4 COVER Q m 0 TO 1-1/2 INCHES IN SIZE AND BE FREE OF IRON, FINES, SIX - 500 GALLON LEACHING CHAMBERS IN _J AND DUST IN PLACE. THE STONE SHALL BE COVERED WITH Cf 4'-1 ON ❑ ❑ ❑ ❑ 00 ❑ ❑ ❑ BED CONFIGURATION: 2 ROWS OF 3, END TO n v) Q AT LEAST A 2 INCH LAYER OF WASHED STONE RANGING -g" KNOCKOUT T ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 35" END, 4' APART EACH .WAY, WITH CONNECTOR 0 I- FROM 1/8 TO 1/2 INCH IN SIZE, AND BE FREE OF IRON, TV. 24" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PIPES BETWEEN AND 4' OF DOUBLE WASHED Q FINES, AND DUST. IN PLACE. � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ STONE ALL AROUND AND BETWEEN CHAMBERS H H LEACHING AREA PROVIDED: STATE TITLE V 0 4... E GRADE ABOVE AND ADJACENT TO E LEACHING LEACHING LL: NONE 0 FACILITY SHALL SLOPE AT LEAST 2% TO PREVENTNNNNJI ACCUMULATION OF SURFACE WATER. WALLS ARE 3" THICK, CHAMBER IS TAPERED 8'-6" BOTTOM AREA = 21.66' x 41.5' x (0.74) 5. SEWER PIPE SHALL BE 4" DIAMETER. SCHEDULE 40 PVC OR TOP IS s" THICK = 665.2 gal/day EQUAL AT 1/4" PER FOOT (2%) SLOPE MINIMUM UNLESS CONCRETE MIN. STRENGTH: 5,000 0.9.1. at 28 days PRECAST 500 GAL. LEACHING CHAMBER DETAILS scale SPECIFIED OTHERWISE.. REINFORCEMENT: 6 x 6 x 10 GAUGE WIRE MESH 6. FLOW EQUALIZERS SHALL BE INSTALLED ON HE ENDS OF DESIGN LOADING: AASTHO H-20 NOT TO SCALE NOT TO SCALE ALL OUTLET PIPES INSIDE THE DISTRIBUTION BOX. date 7. CONTRACTOR ENCOUNTERS SOIL LCONDITIONS OTHERL NOTIFY THE THAN NEER I THOSE SHOWN TEST HOLE DATA DUNE 26, 2014 ON THE SOIL LOG. drawn JER PERC. RATE: 2 min./inch in C layer 'at Test Holes 2 and 3 checked TAKEN BY. Weller and Associates WITNESSED BY: Donna Miorandi, Barnstable Health Dept. DATE: June 13, 2014 job number No groundwater was encountered. 14085 r..- 30" _1 A _ 'j A _• �„ SOIL LOGS revisions I 5" INLET :4::.:4::.4:.'.':Q::.;a::,�! AUG 22, 2014 J KNOCKOUT e 1 SEPT 18D SYSTEM PROFILE I I �" . L1_ " 28" TP #1 TP #2 TP #3 TP #4 EDITED. NOTES . O O 0 24 EL. EL. EL. EL. SEPT 25 2014 TJB L--� 12" ' t 0M I 5" OUTLETS 20.0 0" 20.0 0" 19.5 0" 19.5 0" EDITED PROFILE (1ST PIPE • •• .,•!..• KNOCKOUTS F FILL F FILL F FILL F FILL LENGTH) 19.0 12" 19.0 12" 18.5 12" 18.5 12" ADDED SINGULAIR ADVANCED �� TREATMENT SYSTEM „. '� NOV s, 2014 TJB PLAN SECTION A-A SIDE VIEW ' i CONCRETE MINIMUM STRENGTH: 5,000 PSI at 28 DAYS C MEDIUM C MEDIUM DESIGN LOADING: STANDARD UNITS, AASHTO - H2O TO COARSE TO COARSE C MEDIUM C MEDIUM SAND SAND title TO COARSE TO COARSE 2.5Y6/3 2.5Y6/3 9 HOLE DISTRIBUTION BOX DETAILS t, :%" SAND SAND SSDS PROFILE NOT TO SCALE 2.5Y6/3 2.5Y6/3 AND DETAILS INSTALL DISTRIBUTION BOX ON MINIMUM 6" THICK 3 OF 4 STABLE BASE OF COMPACTED CRUSHED STONE. 9.5 120 9.51 1 1120" DRY.. DRY' drawing number 9.5 .126" 9.5 126" DRY DRY B 2 2-44 � ss C 0 . .a GENERAL NOTES 1. SINGULAIR® AERATOR, AS TESTED AND ACCEPTED BY UNDERGROUND POWER SUPPLY NSF. ALTERNATE INLET TO AERATOR AND 1" Pvc RE—CIRCULATION PIPE POLY—LOK BASIN 2. FALL THROUGH SINGULAIR® PLANT FROM INLET LOCATION RE-CIRCULATION PUMP TO PRETREATMENT 24"x36" BASIN OR INVERT TO OUTLET INVERT IS FOUR INCHES. INLET D E S I G N CHAMBER APPROVED EQUAL INVERT IS TWELVE INCHES BELOW TANK TOP. Oq k9 810-KINETIC _ LISTED WEATHERPROOF 3. ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE ENGINEERING SYSTEM 11 OV ELECTRICAL ----- USED TO EXTEND AERATOR MOUNTING CASTING AND it ENCLOSURE - --- -"�� BIO-KINETIC SYSTEM MOUNTING CASTING TO GRADE. & SURVEYING r-� ------� r ----------I r------ n POLY-LOK BASIN INSPECTION COVER ON PRETREATMENT CHAMBER MUST i I , ► =� ► 24"X36" BASIN OR BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. APPROVED EQUAL 4" p1AMETER 4" DIAMETER 4• TANK REINFORCED PER ACI STD. 18-83. A �, �� „ t J A INLET AND TEE OUTLET 5. REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF www.bssdesign.com �_� ��`�`_���� -� SEVENTY FIVE POUNDS EACH TO PREVENT BSS Design,Incorporated LITLET UNAUTHORIZED ACCESS. 164 Katharine Lee Bates Rd 6. TOTAL SYSTEM CAPACITY: 1600 GALLONS. Falmouth Massachusetts 02540 ABS ROBUSTA 100 W/ 7. CONTRACTOR SHALL PROVIDE.RECIRCULATION CHAMBER 508.540.8805 FAX 508.548.8313 i ,� .�,F�� TS RE—CIRCULATION FOR DENITRIFICATION. 4 DIAMETER I r¢� PUMP .OR APPROVED INLET LINE i i ZAERATOR I :��-:�� ' „ EQUAL -- 4 DIAMETER REMOVABLE ---------- _ ------- EFFLUENT INSPECTION COVER p LINE MANUFACTURER'S NOTES 0 WITH CAST—IN—PLACE 1" PVC _�_ _.__ 1. THE AUTHORIZED SINGULAIR REPRESENTATIVE IN RHODE ~ w HANDLE 9 — RE—CIRCULATION ISLAND AND IN PARTS OF MASSACHUSETTS IS U PIPE SIEGMUND ENVIRONMENTAL SERVICES. Q RE—CIRCULATION BASIN 2. THE SINGULAIR DN IS LICENSED BY MASS. DEP TO 0 U SINGULAIR SEPTIC TANK SIEGMUND ENVIRONMENTAL SERVICES, INC. (SESI) AND ZD z (n ALL COMPONENTS ARE TO BE PURCHASED ONLY FROM I— THE COMPANY UNLESS APPROVED IN WRITING BY SESI. W I-- 3. A REVIEW OF THE PLANS FOR COMPLIANCE WITH Z 0 LiJ SYSTEM REQUIREMENTS IS AVAILABLE BY SESI. 0 (f) DESIGNERS ARE ENCOURAGED TO TAKE ADVANTAGE OF U cn U) D THIS SERVICE. J = 4. SINGULAIR SYSTEMS UTILIZING CONCRETE TANKAGE MAY W Q z U BE LOCATED IN PAVED AREA SUBJECT TO HIGH ry (n 0 Q LOADING IF APPROPRIATELY DESIGNED. SCHEMATIC a o — CL M PLANS ARE AVAILABLE FROM SESI FOR CONSIDERATION W V) U_ Q (n BY TH` DESIGNER. (n o w ry C) Q 5. ALL RISERS AND COVERS MUST BE AT GRADE AND w Q D Z : AERATOR MOUNTING CASTING ACCESSIBLE FOR SERVICE. a � Q 6. CONCRETE TANKS MEET ASTM STANDARD 0 cn w NORWECO FRESH AIR VENT ASSEMBLY ® EARTH FILL SPECIFICATIONS FOR PRECAST CONCRETE SEPTIC TANKS, = w Q J SINGULAIR AERATOR C-1227-09. N (0 J (SEE GENERAL NOTE 1) / 7. OWNER SHALL EXECUTE A PERPETUAL MAINTENANCE w > AGREEMENT WITH SESI FOR THE SINGULAIR SYSTEM AS UNi ERGROUND PO`r'r'ER SUPPLY ENTRANCEBIO-KINETIC® SYSTEM MOUNTING CASTING SHOWN ON THESE PLANS. a o. � 0 �(SEE AERATOR MOUNTING AND INSTALLATION . Z N J co DRAWING) BIO-KINETIC® SYSTEM MOUNTING Q m >- 0 GROUT OR SYNTHETIC SEAL BIO-KINETIC® CASTING AND COVER _J Q SYSTEM LOCKING LUGS (n 18" III-1 I I-1 I I—I I—I 11 II - GROUT OR SYNTHETIC SEAL Q 1'-0" GROUT OR SYNTHETIC SEAL DEPTH OF FILL 14"O J 4" DIAMETER EFFLUENT LINE a' 0'-2 1/2"' I �I I EARTH FILL scale 2—8" 3-�" 111TU I NO T TO SCALE I .6'—O" W-2" 5'-6" V-8" date 2014 0'-6 ° —2" SINGULAIR® BIO—KINETIC® O O NOV. 6, drawn 60° SYSTEM DISCHARGE (SEE DETAIL) TJB checked PRETREATMENT CHAMBER 0'-3" BIO—KINETIC® SYSTEM CASTING PICK—UP —0 EXTENDED AERATION GROOVE, TYPICAL job number SUBMERGED TRANSFER PORT CHAMBER CAST—IN—PLACE AERATION FINAL CLARIFICATION CHAMBER 14085 CHAMBER TRANSFER PORT revisions SECTION A—A BIO—STATIC® SLUDGE RETURN 60' 60' 5'-6" MODEL 960 F �- 750 G P D TREATMENT CAPACITY OUTLET END VIEW SINGULAIRO B10— KINETIC® title Siegmund Environmental Services, Inc. 'SINGULAIR' WASTEWATER TREATMENT SYSTEM DETAILS US AND FOREIGN PATENTS GRANTED AND PENDING — NORWECO, INC. 49 Pavilion Avenue, Providence, RI 02905 4 OF 4 Tel: 401 785 0130 Fax: 401 785 3110 drawing number B22-44 0 0 0 ASSESSORS REF. : � ,fir'- ��,4 � ��1 � �,, ._r ' tr4 r --- --- 161 n �r P;f f - Map 73, Parcel 17 I , o0 ,, �: .. 1 ZONE:15 island l i... I V I I-.. - \ Ch dn N/RF l RF-1 Q stn u Area (min.) 87,120 SF (RPOD)... Fsh HOC SFrontage min 20' ;rr mo�t \ Width min 125 ILIUM Setbacks: ndF �o '•��r 4 , Front 30 l�; o ` j l 1 o �...r eR� t1t; C; Side 15 � ',� /' � -`_ Rear 15 e °ap o `r ' V c' n I i ,l_)) Q, ) " ' "u,, S� V � 'j. v„ ��1�Ir.-E "�+r Nu♦Jlir O 'J u ter n \o I f r Location Map 1 c�SSEE N PLAN APPROVED f/.o N ft` H MITIGATIO 1;.,�,nn, �f fin.. %" - BY CCARO 'ENV. \ r �N* FD nd �� _ ' WIDE _ OVERLAY DISTRICT: — � i _ i� P�O�fDE 2NTION _ /Y/ REREAPpRpVED,, • e / AP Aquifer Protection District ROVED ,L CH PE P AN JAPP LI 1 :Jti,.;y,:.s.7'- SITE \ D ,.� WORK / _ ,,%.`I _ 1 I PROPOSE OVEp } • �,- APPR / ,� .�--~•....—. . l� � WALL WALL APPROVED ` r ( APPR WALL FLOOD ZONE: ��`'.D :��' i \�1 ', ELIMINATED) PRO OSE { «F, � r x. (T0 BE Zones: C , All, & Al2 (see plan) p�0 Community Panel No. ni . io,' ; #250001 0008 D \Ir �� '�` '"'`' ` !- ` ' .. ls } f ` ' July 2, 1992 Legend: Q. _ Deciduous Tree E PROS p AP WALLS cri ♦ I ` / D; fir' In + Coniferous Tree \ ` ' \ R� Az, i_m n'� Cedar Tree D 11 ` RD yi -�� M. m O \ o�7RD '10 ' (7 I N \ J'' 1 yV —�— Sign Light Post m ^'r' Guy N Tr cat= 1 'y °/� \ -& Utility Pole Ln El sr., ' rr `��r, i t -1 _;>_9.�0' CB/DH OHW— Overhead Wires AP PR�V� D ' �> — —25-- — Elevation Contour GROt Y Z <,,' �\ �, .......E.......... Underground Utility Line rV I100 ,r r e = `bc �- ioc dLn r. , k Li CFI Io ., J y 4, t --w - ' -- - - J c!- B DH,.rl S 76°09'00" E 235 (rec) J''1 4. rJ Fnd I > I Fnd i N/F `Sheryl) J. Harkins ' 1 I TITLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Pool, Walls, & Terraces •Ili 11�1 Engineering& C eSUrV 1.) The property line information shown was SUConsulting,Inc compiled from available record information. At The Taylor-Sakurai Residence (5os)42&3344�P0.e«ass•7Patlmrfdmd,Osfervlii0.MA02658 23 West Bay Rd, ,Suite G . sed@suI1Wnm*n.cwn-wwwmllNan&Vn.com Osterville MA• 02655 2.) The topographic information was obtained 56 Sand Pont (508) 420-3994 / 420-3995fox from an on the ground survey performed on www.copeltjrv.com or between 311MAR114 and 02/APR/14. Bamstable (oyster ) MaSS, b Harbors Draft: JOD Field: WHK KAR / 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean V Gh jt' SCALE: rr r Review: JOD Comp/Draft: RRL 1 sea level datum. September 15, 2015 1 =20 Project: 97041 Drawing # C284 '4