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Home My WebLink About0483 EEL RIVER ROAD - Health (3) ��j �E L R i t!e_P� �`®�� US�,,� i Town of Barnstable $ Board of Health e�rereace. *+ 200 Main Street, Hyannis MA 02601 —Office: 508-8624644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadapoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D. Paul Canniff,DMD March 22, 2022 Mr. John O'Dea Sullivan Engineering 711 Main Street Osterville, MA 02655 RE.f°483,Ee1 River Road,.Osterviller .` '' , ,.; A ' 1140='I8 ' Dear Mr. O'Dea, You are granted variances on behalf of your client, Gail Canzano, to install an onsite sewage disposal system with a secondary treatment unit incorporating advanced nitrogen reduction technology, a NitROE wastewater treatment system, at 483 Eel River Road, Osterville, Massachusetts. The following variances are granted: Section 360-1 of the Town of Barnstable Code: To install a septic tank 75 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a pump chamber 84 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a NitROE tank 65 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 76 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. The following requirements are provided within the multi-page MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter dated May 12, 2020: (1) Thirty (30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the Q:\WPFILES\Odes 483 Eel RiverRoadOsterville Variance NitROE March 2022.docx property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; KleanTu NitROE 2K Provisional Approval, May 2020 Page 11 of 15 Technology: NitROE® 2KS & 2KM WWTS c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to an new owner, as required b 310 pp Y q Y CMR 15.287(5). (2) Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR 15.000, the approved design plans, and all local requirements, including any local approving authority site-specific requirements' (3) Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, 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. (4) Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year. (5) The wastewater effluent shall be sampled and analyzed/tested quarterly if this facility is utilized year-round. Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection. [Note: a)Year-round facilities shall be inspected and effluent sampled quarterly; b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year,with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample; and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater when determined necessary by the operator, see DEP Field Testing Protocol at hftp://www.mass.gov/eea/docs/deptwater/laws/i-thru-z/testsamp.pdf] (6) A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. Q:\WPFILES\Odea 483 Eel RiverRoadOsterville Variance NitROE March 2022.docx The above list is not all inclusive. All of the other requirements listed in the MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter dated May 12, 2020 need to be adhered to. S4ceell , man Cn Q:\WPFILES\Odea 483 EeMiverRoadOsterville Variance NitROE March 2022.docx �s bri ' DATE: $95.00 FEE*: ( / K►SS• 'own of Barnstable � REC.BY Board of Health SCHED.DATE: Z 200 Main Street,Hyannis MA 02601 Office: 508-862-469 John T.Norman FAX: 508-790.6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee Dan Luckowz,D.M.,Alternate VARIANCE REQUEST FORM LOCATION Q rrII Property Address: Assessor's Map and Parcel Number: U Size of Lot: 1 ams Wetlands Within 300 Ft. lee,— Business Name: Subdivision Name: APPLICANT'S NAME: Cl/At 1 C a U A-V►D Phone . Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: jo�yX C�1)� St�1111 VAN Name: 1�Q n Address: 3V Cuffimcl(CL (' YVl Address;Ionti, ��D( Phone: �- - 2 33`1 S Phone; EMAIL: ISV h 'Y1— VARIANCE FROM REGULATION onet.Reg,code a) REASON FOR VARIANCE(May attach se arat eet if more space needed) Wn o jurn�fi�bla_. NO)-I �U(L 4VA oa� A� PJW'11L, NATURE OF WORK: House Addition " House Renovation U Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) P�ese submit first four on list as 5 coUated packets _ A Eight(8)copies of the completed variance request form Eight(8)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). _✓C. Eight(8)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health a town.bamstable.ma us '(Pool Plan—5 hard copies) D.Eight(8)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. 7 Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Eight(8)copies of full menu submitted(for grease trap variance requests.only). *7 Fee Submitted•,S95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair witho an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). _Z Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL F.P.(Thomas)Lee Q:\Application Forms\VARIRBQ Rev 2022 1-28-2022.docx SU11 " Engineering & ivan Consulting, Inc. (508)428.3344•P.O.Box 659-711 Main Street,Osterville,MA 02655 seci@sullivanengin.com • www.sullivanengin.com March 1, 2022 Board of Healdi Town of Barnstable 200 Main Street Hyannis, MA 02601 RE. Gail A. Cammno 483MRiverRoad, Oskrvi& Dear Board, Please find attached a variance request form, engineered plan, floor plans, 7-page cliecklist, signed letter from die property owner and a copy of the abutter letter. The project site consists of approximately 1.2 acres of land in Osterville on Eel River.The property is developed wide a single-family 4 bedroom dwelling dating back to 1950. Tlie applicant's are proposing a 1 bedroom addition to die dwelling. We believe die existing septic system,which consists of a 1,000 gallon leach pit wide 4' of stone, would have been sufficiently sized for die 5'bedroom. Given die age of die system (approximately 40 years), we believe a new system would be wise. Tliere is a Coastal Bank along die seaward side of die house widi Saltmarsh below extending to die River. There are also 2 depressions along die driveway by die road,wlicli meet die Town of Barnstable Conservation Commission definition of Isolated Wetlands,but are not large enough to meet die State Definition of an Isolated Wedand. Regardless,we do not believe Tide V or Town of Barnstable Board of Healdi Regulations require a setback to Isolated Wetlands regardless. The proposed soil absorption system is located on die high ground nordi of die driveway. The location requires No Tide V variances. Variances are being requested to die Town of Barnstable Board of Healdi Coastal Bank 100' Setback Requirements contained in Chapter 360-1. Aldiough we believe it could be possible to locate die system entirely outside of die required 100' setback to die Coastal Bank, it would require regrading die driveway above die elevation of die carport, and destroy die mature rhododendron in die driveway turn around and die natural historic character of die property. The new system results in greatly increased separation to groundwater, and above die minimum requirements. In addition, a NitROE advanced innovative/alternative system is being proposed to furdier improve die environmental impacts of die site and project above and beyond die existing conditions. I trust this meets your present needs. Very truly yours, John O'Dea, P.E. Sullivan Engineering&Consulting, Inc. Page 2 of 2 Commonwealth of Massachusetts Executive Office of Energy Environmental Affairs Department of Environmental Protection l One Winter Street Boston, MA 02108.617-292-5500 Charles D. Baker Kathleen A.Theoharides Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL RENEWAL Pursuant to Title 5,310 CMR 15.000 Name and Address of Applicant: K1eanTu LLC. 300 Old Pond Road, Ste#206 Bridgeville,PA 15017 Trade name of technology and models: NitROE® Waste-Water Treatment System (NitROE® WWTS) with unit sizing for design flows up to 2000 gpd (NitROES 2KS WWTS and NitROE® 2KM WWTS) (hereinafter the `System' or the `Technology'). Owner and Operator manuals, installation manual, schematic drawings illustrating the System models and the technology inspection checklist are part of this Certification. DEP Transmittal No.: X285590 Date of Issuance: May 12,2020, Expiration date: May 12,2025 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter "the Department") hereby issues this Provisional Approval to: K1eanTu LLC, located at 300 Old Pond Rd., Ste 206 in Bridgeville, PA (hereinafter "the Company"), NitROE® 2KS WWTS and NitROE® 2KM WWTS (hereinafter "the Technology" or "System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology is subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. May 12,2020 Marybeth Chubb, Section Chief Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Contact Michelle Waters-Ekanem,Director of Diversity/Civil Rights at 617.292-5751. TTY#MassRelay Service 1-800-439.2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper I n 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 Kathleen A.Theoharides Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL RENEWAL Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: KleanTu LLC. 300 Old Pond Road, Ste#206 Bridgeville,PA 15017 Trade name of technology and models: NitROE® Waste-Water Treatment System (NitROE® WWTS) with unit sizing for design flows up to 2000 gpd (NitROE® 2KS WWTS and NitROE® 2KM WWTS) (hereinafter the `System' or the `Technology'). Owner and Operator manuals, installation manual, schematic drawings illustrating the System models and the technology inspection checklist are part of this Certification. DEP Transmittal No.: X285590 Date of Issuance: May 12,2020, Expiration date: May 12,2025 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter "the Department") hereby issues this Provisional Approval to: KleanTu LLC, located at 300 Old Pond Rd., Ste 206 in Bridgeville, PA (hereinafter "the Company"), NitROE® 2KS WWTS and NitROE® 2KM WWTS "t he the Technology" or "System")( gY" " Y ) for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology is subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. May 12,2020 Marybeth Chubb, Section Chief J Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Contact Michelle Waters-Ekanem,Director of Diversity/Civil Rights at 617-292-5751. TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper K1eanTu NitROE 2K Provisional Approval,May 2020 Page 2 of 15 Technology:NitROE®2KS&2KM WWTS I.PURPOSE Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the Technology during the first 3 years of operation of each system, in accordance with Title 5 — 310 CMR 15.286(7),Provisional Approval of Alternative System. The specific goal of the Performance Evaluation is to determine if the Technology is capable of consistently meeting the concentration limits for total nitrogen (TN) of less than 11 milligrams per liter (mg/L) for installations with design flows less than 2,000 GPD in the effluent discharged to the soil absorption system. In areas subject to nitrogen loading limitations,increases in the discharge rate per acre may be allowed when the nitrogen concentration discharged to the soil is reduced. The Company is responsible for oversight and sampling of the .systems during the Performance Evaluation. The System Owner has responsibility for continued oversight and sampling of the system if the property served was allowed to increase the discharge rate per acre above 440 gallons per day per acre (gpda) in an area subject to Nitrogen Loading Limitations. The System Owner will be required 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 that the System is not capable of meeting the required reduction in nitrogen in the effluent. With the other applicable permits or approvals that may be required by Title 5, this Approval authorizes the installation and use of the Alternative System in Massachusetts. All the provisions of Title 5, including the General Conditions for all 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. II.GENERAL DESCRIPTION OF THE TECHNOLOGY The NitROE ® 2KS or 2KM WWTS (the `System') is installed in series between a Title-5 system septic tank and a soil absorption system constructed in accordance with 310 CMR 15.100 — 15.279, subject to . the provisions of this Approval to accommodate design flows of less than 2,000 GPD. The System is comprised of two-unit processes which are sequentially performed in two different chambers. The first chamber is aerated, via an external air pump and airline header/hose arrangement,to achieve both organic carbon reduction along with the biological conversion of ammonia-N to nitrate-N. From the Aeration Chamber, the wastewater then gravity flows into a Denitrification Chamber where; in the presence of natural organics from wood chips, bacteria mediate the conversion of nitrate-N to inert N . gas that exits to the atmosphere via the Title 5 system vent piping. Depending on design flow.and availability of local tank structures, the sequential Aeration and Denitrification process steps can be performed in the same single tank, which is NitROE®2KS WWTS, or each process could.be performed in its own separate tank with the overall NitROE® WWTS comprised of multiple_tank combinations, which is NitROE®2KM WWTS. The use of the Technology under this Approval requires: • Disclosure Notice in the Deed to the property; • Certifications by the Company,the Designer,and the Installer; • System Owner Acknowledgement of Responsibilities; KleanTu NitROE 2K Provisional Approval,May 2020 Page 3 of 15 Technology:NitROE®2KS&2KM WWTS • A certified operator under contract for periodic inspection and maintenance; • Periodic sampling; • Recordkeeping and reporting; and • An external power supply III.CONDITIONS OF APPROVAL A. Basis for Conditions 1. The term "System" refers to the Technology in combination with any 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. 2. The term "Approval"includes the Special Conditions, Standard Conditions, General Conditions of 310 CMR 15.287,and the approved Attachments. 3. Items required by this Approval include: a) Performance Evaluation Plan (PEP) with sampling and analysis requirements and approved by the Department. The PEP must be submitted to the Department for review and approval within 60 days of issuance of this Approval and meet the requirements of the Department's Guidance for the Preparation of Performance Evaluation Plans <21 000 GPD; b) Minimum System installation requirements; c) Company schematic drawings and specifications; d) Owner's Manual, including information on substances that should not be discharged to the System; e) Operation and Maintenance manual, including but not limited to, operator qualification requirements, inspection requirements, sampling and analysis requirements, recordkeeping requirements,and/or reporting requirements; and f) MassDEP Operation and Maintenance (O&M) checklist and I/A technology inspection checklist. B. Special Conditions 1. Department review and approval of the 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. 2. System installations must meet the specific siting conditions for Provisional Use provided in 310 CMR 15.286(4) and the facility must meet the siting requirements of this Approval. 3. Any System for which a complete Disposal System Construction Permit Application is submitted while this Approval is in effect,may be permitted, installed, and used in accordance with this Approval unless 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. 4. The System Owner shall provide access to the site for purposes of sampling the System in accordance with the Company's technology Performance Evaluation Plan approved by the KleanTu NitROE 2K Provisional Approval,May 2020 Page 4 of 15 Technology:NitROE®2KS&2KM WWTS Department, in addition to providing access for performing inspections, maintenance, repairs, and responding to alarm events. 5. The System Owner shall ensure that no permanent buildings or structures, other than the System, are constructed in the area for the installation of all the components of a fully conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system with a reserve area shall not otherwise be disturbed by the System Owner in any manner that will render it unusable for future installation of a fully conforming Title 5 system. 6. 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. 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 310 CMR 15.354, unless a later time is allowed in writing by the Department or the Local Approving Authority. 7. The control panel including alarms shall be mounted in a location accessible to the System Operator. 8. For any System that does not flow by gravity 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, or system freeze up. The control panel including alarms and controls shall be mounted in a location always accessible to the operator (or service contractor). 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. Instead of providing emergency 24-hour storage,an independent standby power source may be provided for operation during an interruption in power. With any interruption of the power supply the source must be capable of automatically activating in addition to manual start up capability. The standby power must be sufficient to handle peak flows for at least 24 hours and sufficient to meet all power needs of the System including, but not limited to, pumping, ventilation, and controls. Standby power installations must be inspected and exercised at least annually and all automatic and manual start up controls must be tested. Standby power installations must comply with all applicable state and local code requirements.Provided that a standby power installation complies with these requirements, no variance is required to the provisions of 310 CMR 15.231(2). 9. System unit malfunction and high water alarms shall be connected to circuits separate from the circuits to the operating equipment and pumps. 10. All System control units,valve boxes,conveyance lines and other System appurtenances shall be designed and installed to prevent freezing per the Company's recommendations. KleanTu NitROE 2K Provisional Approval,May 2020 Page 5 of 15 Technology:NitROE®2KS&2KM WWTS 11. Any System structures with exterior piping connections located within 12 inches or below the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 12. 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 into the stone to the naturally occurring soil or sand fill below the stone. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. Operation and Maintenance 13. Inspection, operation and maintenance (O & M), sampling, and field testing of the System required by this Approval shall be performed by a System Operator with the following qualifications: a) is an approved System Inspector in accordance with 310 CMR 15.340; b) has been trained by the Company and whose name appears on the Company's current list of qualified operators; and c) has been certified at a minimum of Grade Level IV (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be included in the O&M agreement required by paragraph B(14). 14. Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of the qualified Operator that appears on the Company's current list of Service Contractors; b) The System Operator must have the qualifications specified in paragraph B (13); c) The System Operator must inspect the System in accordance with the Approval and anytime there is an equipment failure, System failure,or other alarm event; d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications,or violations of the Approval, procedures and responsibilities of the Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days describing corrective measures taken to the System Owner,the Company,and the local board of health; e) The System Operator shall determine the cause of total nitrogen effluent limit violations if they occur and take corrective actions in accordance with the approved O & M Manual; and f) Procedures and responsibilities for recording quarterly or monthly wastewater flows must be defined,see paragraph B(32)"Flow Metering". 15. At all times, the System Owner shall maintain an O&M Agreement that meets the requirements of paragraph B (20). 16. The System Owner and the System Operator shall properly operate and maintain the system in accordance with this Approval, the Designer's operation and maintenance requirements, and the requirements of the local approving authority. f KleanTu NitROE 2K Provisional Approval,May 2020 Page 6 of 15 Technology:NitROE®2KS&2KM WWTS 17. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 18. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 19. In the case of a System failure,an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or any violations of the Approval, the System Owner and the System Operator shall be responsible for the written notification of the local approving authority and the Company within five days describing corrective measures taken. 20. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. The O&M report and inspection checklist shall include,at a minimum: a) for a System failing,any corrective actions taken; b) wastewater analyses,wastewater flow data,and field testing results; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 21. By September 30th of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 22. By September 30th of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, all monitoring results, 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 12 months. 23. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. 24. The System Owner shall notify the Approving Authority in writing within seven days of any cancellation,expiration or other change in the terms and/or conditions of the O&M Agreement required by Paragraph B(14). 25. 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 LAA for a minimum of five years. 26. The System may only be installed to serve facilities where a fully conforming Title 5 system with a reserve area exists on-site or could be built on-site in compliance with the design standards for new construction of 310 CMR 15.000, and for which a site evaluation in KleanTu NitROE 2K Provisional Approval,May 2020 Page 7 of 15 Technology:NitROE&2KS&2KM WWTS compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully conforming Title 5 system may include other approved alternative technologies in accordance with the conditions imposed on the alternative technologies. 27. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200- 15.279. Effluent Limit and Monitoring Requirements, 28. For the new construction, unless the facility meets a TN effluent limit of 11 mg/1 or less, the system shall not be designed to receive more than 440 gallons of design flow per day per acre (gpda) in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214. If the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority to meet the total nitrogen concentration limits in the effluent. Violation of the TN concentration in the System effluent shall not require notifications as required in paragraphs B(18)and(19). 29. Prior to Department approval of the Company's Performance Evaluation Plan, the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with paragraph B (28). Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection, see"Flow Metering" section below. a) Year-round facilities shall be inspected and effluent sampled quarterly; b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample;and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater when determined necessary by the operator,see DEP Field Testing Protocol at http://www.mass.zovleealdocsldep/water/laws/i-thru-zltestsamp.pdf. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 30. During the Performance Evaluation period, the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 31. After the three (3) year Performance Evaluation period by the Company and approval by the Department, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements if the System is subject to a total nitrogen concentration limit in accordance with paragraph B? (28). KleanTu NitROE 2K Provisional Approval,May 2020 Page 8 of 15 Technology:NitROE®2KS&2KM WWTS a) Year-round properties shall be inspected and sampled for at least the TN parameter a minimum of twice/year, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed as determined necessary by the System operator,see DEP Field Testing Protocol at http://www.mass.govleealdocsldep/water/laws/i-thru-zltestsamp.pdf. Water meter readings shall be recorded at each inspection, see"Flow Metering"below. b) Seasonal properties shall be sampled for at least the TN parameter a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after each seasonal occupancy. A second sample must be taken no less than 2 months after the first sample. Field testing of the System shall be completed as determined necessary by the operator. Water meter readings shall be recorded at each inspection,see"Flow Metering"below. 32. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 33. Field Testing: Turbidity,pH and Apparent Color- Turbidity, pH, DO and apparent color shall be measured and/or recorded in the field when when determined necessary by the operator. See applicable sections of the Department's Field Testing Protocol at http://www.mass.-aovleealdocsldep/water/laws/i-thru-zltestsamp.pdf. 34. At a minimum,the System Operator shall inspect the System: a) two times per year; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements,and the requirements of the local approving authority; and c) any time there is an alarm event,equipment failure,or system failure 35. The System Operator shall collect samples and obtain analysis results from an approved lab, perform field testing required by the Approval and submit results within 60 days of the site visit to the System Owner. 36. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen loadings during the Performance Evaluation period, a minimum of three years, the System Owner shall operate the System subject to the requirements of the General Use Certification,if issued,for this technology. C. Special Conditions Specific to the Company 1. The Approval shall only apply to model units with the same model designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units shall be subject to the review of the Department for coverage under the Approval. f K1eanTu NitROE 2K Provisional Approval,May 2020 Page 9 of 15 Technology:NitROE®2KS&2KM WWTS 2. Prior to submission of an application for a DSCP,the Company 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 and power consumption)and sampling procedures,if any; iv)alarm response procedures,if any,and troubleshooting procedures; c) An owner's manual,including proper system use and alarm response procedures, if any; d) Estimates of the Owner's costs associated with System operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of Designers,Installers,and Service Contractors. 3. The Company shall implement the Performance Evaluation Plan, as submitted and approved by the Department, and shall be responsible for all data collection and submissions to the Department until a final determination on the Performance Evaluation has been made by the Department. 4. Until a final determination has been made by the Department on a completed Performance Evaluation, the Company shall submit to the Department an annual report by February 15th of each year that includes the following: a) a table of all sample data collected for all systems installed to date and all information required by the Department as part of the approved Performance Evaluation Plan; b) status of preparation of a Performance Evaluation Plan if not yet provided to MassDEP, or any recommended changes to the approved Performance Evaluation Plan; c) a list of pending applications for system installations which have been submitted to local approving authorities; d) identification of any System after start-up in violation of the Approval or not in compliance with any performance criteria at the time of the annual report, the reasons for the noncompliance and the status of any corrective actions that are needed; and e) any recommendations and requests for changes to the system monitoring and reporting plan or the performance criteria of the Approval. The report shall be signed by a corporate officer,general partner or the Company owner. (Service Contractor records submitted to the Company should not be included with the annual report to the Department,but shall be made available to the Department within 30 days of a request by the Department.) 5. The Company shall institute and maintain a program of Installer training and continuing education that is at least offered annually. The Company shall maintain and annually update, and make available the list of qualified Installers by February 15th of each year. The Company shall certify that the Installers on the list have taken the training and passed the Company's training qualifications. KleanTu NitROE 2K Provisional Approval,May 2020 Page 10 of 15 Technology:NitROE®2KS&2KM WWTS 6. The Company shall institute and maintain a program of Designer training and continuing education, as approved by the Department.The Company shall maintain and annually update, and make available the list of qualified Designers by February 15th of each year. The Company shall certify that the Designers on the list have taken the training and passed the Company's training qualifications. 7. The Company shall institute and maintain a program of Operator training and continuing education,as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Operators by February 15th of each year. The Company shall certify that the Operators on the list have taken the training and passed the Company's training qualifications. 8. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 9. Prior to its sale of any System that may be used in Massachusetts,the Company shall provide the purchaser with a copy of the 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. Within 60 days of issuance by the Department of a revised Approval, the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the Technology and all distributors and resellers of the Technology. 11. 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 the Approval 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. 12. 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 terns 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. IV. CERTIFICATION AND NOTIFICATION REQUIREMENTS 1. Thirty (30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terns and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; KleanTu NitROE 2K Provisional Approval,May 2020 Page 11 of 15 Technology:NitROE®2KS&2KM WWTS c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)and the Approval;and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner,as required by 310 CMR 15.287(5). 2. Upon submission of an application for a.DSCP to the Approving Authority, the Company shall submit to the Approving Authority,with a copy to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to this Approval and that the proposed use of the System is consistent with the unit's capabilities and all Company requirements. The review shall include evaluation of the need for installation of water meter(s) at each facility. An authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 3. The System Designer shall be a Massachusetts Registered Professional Engineer, or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 4. Thirty (30) days prior to delivery of the treatment unit to the site for installation, the Company shall provide to the Approving Authority a copy of a signed contract for a minimum period of one year with a Company approved _Operator and the initial Owner/Occupant of the property. 5. Prior to the commencement of construction,the System Installer must certify in writing to the Designer and the System Owner that (s)he has taken the Company's training, passed the Company's training qualifications,and is listed on the Company's list of Installers. 6. Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR 15.000,the approved design plans, and all local requirements, including any local approving authority site-specific requirements; b) In accordance with 310 CMR 15.021(3), the Designer must certify in writing that any changes to the design plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer; c) As a condition of this Approval, the System Installer and Designer must certify to the Approving Authority in writing that the System has been constructed in compliance with the terms of this Approval; d) An authorized agent of the Company must certify to the Approving Authority in writing that the installation was done by a qualified Installer approved by the Company and the installation conforms to this Approval.The authorized agent of the Company responsible for the inspection of the installation shall have received technical training in the Company's products;and e) 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 be included as an exhibit attached thereto and made I KleanTu NitROE 2K Provisional Approval,May 2020 Page 12 of 15 Technology:NitROE®2KS&2KM WWTS a part thereof of 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 such notice to the transferee(s). V. STANDARD CONDITIONS 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a System utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. The design, installation, and use of the System must conform to the terms and conditions of the Approval and the Department approved attachments. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. Standard Conditions Applicable to the System Owner. 4. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. 6. The System is approved for the treatment and disposal of sanitary sewage only. The System Owner shall not introduce any wastes that are not sanitary sewage into the System. The System Owner shall dispose of wastes generated or used at the facility that are not sanitary sewage by other lawful means. 7. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i)a certified Registry copy of the Notice bearing the book and page/or document number; and(ii)if the property is unregistered land,a Registry copy of the System Owner's deed to the property, 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. 8. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology and in accordance with any additional requirements of the Approving Authority. The most recent O&M provisions of this Approval for the alternative technology are available from the Department. 9. 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. Standard Conditions Applicable to the Designer KleanTu NitROE 2K Provisional Approval,May 2020 Page 13 of 15 Technology:NitROE®2KS&2KM WWTS 10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 11. Prior to the application for a DSCP,the Designer shall provide the System Owner with a copy of this Approval. Standard Conditions Applicable to the Company 12. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 13. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval. 14. The Company shall make available, in printed and electronic format, the approved Attachments and any approved updates associated with the Approval, to the System Owners, Operators,Designers,Installers,vendors,resellers,and distributors of the System. 15. The Company shall submit to the Department for approval any proposed updates or changes to the Attachments to the Approval. 16. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 17. The Company shall notify 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 the Approval 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 the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 18. 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. 19. If the Company wishes to continue the Approval after its expiration date, the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. Reporting KleanTu NitROE 2K Provisional Approval,May 2020 Page 14 of 15 Technology:NitROE®2KS&2KM WWTS 20. All notices and documents required to be submitted to the Department by the Approvalshall be submitted to: Director Wastewater Management Program Department of Environmental Protection One,Winter Street- 5th floor Boston,Massachusetts 02108 Rights of the Department 21. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, noncompliance with the terms of the Approval, non-payment of any annual compliance assurance fee, 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 a System utilizing the Technology against the Company,the Designer, the System Owner,the Installer,and/or the Operator of the System. VI. GENERAL CONDITIONS Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems Pursuant to 316 CMR 15.284 through 15.286" "The following conditions shall apply to all uses of alternative systems pursuant to 310 CMR 15.284 through 15.286: 1. All plans and specifications shall be designed in accordance with 310 CMR 15.220. 2. Any required operation and maintenance, monitoring and testing plans shall be submitted to the Department and approved prior to initiation of the use. Monitoring and sampling shall be performed in accordance with a Department approved plan. Sample analysis shall be conducted by an independent U.S. EPA or Commonwealth of Massachusetts approved testing laboratory, or an approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a report or falsify any data collected pursuant to an approved testing plan. 3. The facility served by the alternative system and the system itself shall be open to inspection and sampling by the Department and the Local Approving Authority at all reasonable times. 4. The Department and/or the Local Approving Authority may require the owner or operator of the system to cease operation of the system and/or to take any other action necessary to protect public health, safety,welfare and the environment. 5. The owner or operator shall provide written notice to any new owner or operator that the system is an alternative system. Such notice shall include notice of the general conditions and any special conditions applicable to the system and its owner. r - K1eanTu NitROE 2K Provisional Approval,May 2020 Page 15 of 15 Technology:NitROEJ 2KS&2KM WWTS 6. The owner or operator, or the proponent of the alternative system, shall obtain and provide the Department with a determination from the board of certification of operators of wastewater treatment facilities established pursuant to M.G.L. c. 21, § 34A as to whether a certified operator is required for operation of the alternative system. The Department shall waive this requirement if it has on file a determination for the alternative system, and shall notify the owner,operator,or proponent of the determination. 7. It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system except in full compliance with the written approval and 310 CMR 15.287. 8. The Department may require the issuance of a groundwater discharge permit pursuant to 314 CMR 5.00(groundwater discharge program)for any alternative system. 9. The system owner shall maintain an operation and maintenance contract with a Massachusetts certified operator where one is required by 257 CMR 2.00,or otherwise with a person qualified to operate and maintain the system in accordance with the Department's written approval. 10. Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the Local Approving Authority. • I , I 'It (II i I 1 f;l I i f it I " ;- tl( .6 I ( t f"'+.``��\� f ls/ f, Et: � '�..,: �jjl; �fl ��I,;1�11,►1; `I!;� �!�►(II'illll�+11 !#alll�I,:� II�� ka , `�!� 1 II�I� ►►(, !�k�{I, I ��I III (I k �\~-• , , ,,. 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BEDRO_OM- # NO CHANGE NO CHAN NO CHANGE BATH NOCHANGE NO CHANG O; :(O I; IIIII III I I ON s1n vz- - II I II I'I IIIIy'(jlIl}IlII iIIiI—LII-II jII!II I'IjI IIIII fIIII 1IIII•�II II'I:III'II��',I.I`+}I,'�'I'�IIIII'I IIIIII 1I,I,II.IL'I I� ( R.O. -- 10 sre 2n.�Ivmd 4114 31 r.2va -1r-2•R.O. GN S _. MA w D.vro II o 1 2 s 10 __—__--------- ——————————— ——— EXGOtO. C NDENS RI II i CANZANO RESIDENCE I ' Ili a � 483 EEL RIVER RD O6TERVILLE,MA 02655 LINE OF EXG ROOF EXG BUILDING,NO OVERHANG ABOVE ,j " CHANGE FT -10 Orc \ . \\.\; `_\1`,l.\\•\\\`\\\.11`'\.5\\\\5.\\5`�\\,\`\\1 l,i`\t \\l\,\ .— _ _ _ NPEVJR YDORKNPEVOJ YOSRK E10D018 F IRST NEWDECK8 GUARDRAIL 3• + • EXGHVCUNITS FLOOR PLAN D R.O. REMAIN - -- M EXG FENCING TO CONI WD ,_ LO REMAIN B EXTENT OF EXG DECK TO REMAIN •V-0' � WD CK SEAL 8 SIGNATURE SCALE: 1I4'-2-6 SINE OF SIDEVARD LLVYORK TBA O__ DATE: 0422 PD. P. PROE N0 0058 DRAWING BY:EW CHK BY:NS DWG NO: NEW STEPS d GUARDRAIL +� \\\ ` LAN PROPOSED FIRST FLOOR Pa l NICHDLAS STANDS ARCHITECT.PLLC NEW WD PATH OF NEW aHANG ABOVEOVER I 171 -UN&OF-Cl \ 0 W212779 12 CqM __ WALL BELOW SEPTIC NOTES DESIGN DATA 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Single Family VARIANCES PERC TEST: 21-281 Prior to Any Excavation For This Project the Contractor Shall Make Town of Barnstable PERFORMED BY:JOHN O'DEA,PE- SULLIVAN ENGINEERING -5 Bedroom @ 110 GPD &CONSULTING,INC. the Required Notification to Dig Safe(1-888-344-7233)and contact Chapter 360-1 Setback Requirements No Garbage Grinder Locate Junction Box SOIL EVALUATOR NO.2911 Sullivan Engineering&Consulting Inc.(508-428-3344). 100 Requued outside of Tank Total Daily Flow=550 al GPD WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 2.The Contractor is Required to Secure Appropriate Permits From Town 75 Provided to Septic Tank Use Proposed 1500 Gal Septic Tank Pump Power & Float Control OCTOBER 28 2021 Agencies For Construction Defined by This Plan. 84 Provided to Pump Chamber Cables Installed In Accordance ' 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall LEACHING AREA Bldg. & Elec. Codes 65'Provided to NitROE With Federal, State. & Local SITE PASSED Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 76 Provided to SAS Separate Alarm To Be on Soto Assure Watertightness. In General,Water Lines Shall be Constructed in 550 GPD/0.74(LTAR)=743 SF Required service From epar Coordination With COMM Water,and Shall be in Accordance Sidewall=2(12'+52')x 0.96'= 122 SF 112"0 Go►v. Pipe TEST HOLE - I EL. 6.5 TEST HOLE - 2 EL.6.0 With 248 CMR 1.00-7.00&310 CMR 15.00. Bottom Area=(12'x 52)=624 SF For Float Support 4.A Minimum of 9 of Cover is Required for All Components Total Provided=746 SF(552 GPD) 4 4" 0 T - ox DRIVE/FILL DRIVE/FILL 5.All Structures Buried 5.8 811 5.3ed Three Feet or More or Subject LEACHING CHAMBER DESIGN B LAYER 1 OYR 4/6 B LAYER lOYR 4/6 to Vehicular Traffic to be H-20 Loading.It is the Engineer's 4"0 Sch. 40 PVC DARK YELLOWISH BROWN DARK YELLOWISH BROWN Recommendation that H-20 Always be Used. All Pipes to be Schedule 40. Use - 24"m opening ,above From Septic Tank 11 LOAMY SAND LOAMY SAND 6.Install Watertight Risers and Covers to Within 6"of Finished GradeCompartmentp Frame & Cover 19 C LAYER 2.5Y 6/4 4.9 22 C LAYER 2.5Y 6/4 4.2 � 6 Concrete Flow Diffusors in a 12 x 52 Over Septic Tank Inlet and Outlet,Pump Inlet,D-Box,and One Double Washed Stone Field as Shown. LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN Leaching Chamber,and To Grade Over Pump. , All covers are to be maximum 18"for concrete or 24"Cast Iron. � MED. SAND MED. SAND 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable BouYANCY CALCULATIONS :PUMP CHAMBER PLAN VIEW DETAIL Board of Health Regulations. 27" PERC TEST 3.8 1,500 Gal.H-20 Septic Tank 8.All Piping to be Sch.40 PVC. Dead Weight=23,000 LBS NOT TO SCALE 25 GALLONS IN 7 MIN. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Uplift=0.65'x I P x 6'x 62.4 LBS/CF'=2,677 LBS PERC RATE<2 MINAN(LTAR=0.74) Sump of 611. Conduit Thru Chamber For 10.The Separation Distance Between the Septic Tank Inlets and Power & Float Cables 24"0 Manhole 71" 0- GRADUNDWATERR�GOLWM� .6 65" 0.6 P WATER ENCOUNTERED Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Finished Frame & Cover 9" Min. 11 n q � 1,000 Gal H-20 Pump Chamber Grade Cover 82 -0.3 76 GROL -0.3 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Dead Wight= 17,250 LBS Below the Flow Line,and Shall be Equipped With a Gas Baffle. - Uplift=1.6 x 9'x 5.25'x 62.4 LBS/CF=7,717 LBS 4"0 Sch. 40 PVC Galy. Choi Drill 1/8"O Hole From Septic Tank For Drain Inv. 3.75 To D-Box Emergency Storage cn Mim. 2' Cover Volume 582 Gal. aCb rn � H Alarm On El. 1.50 c, Pump PumpOn El. 1.20 � �7,° o _ °�+ �� 129 Galion Cycle °0 \ 2 0 Sch. 40 PVC Finish r Pumps off D. 0.70 a Threaded Pip1e �m G ode Check Valve - fig�- _ - Filter N �,t �' Fabric Compacted Fill AND/OR rE O 118» _ 112.. - - 00 8 Pea Stone ® 8 Im Secure Pipe at Top &_ 314" - 1 112" Bottom of Chamber N Double Washed 4110 H.P. Myers Pump Stable Compacted \ 4 Stone or Approved Equal* Base 12' *Prior to Ordering Pumps the Contractor Must Confirm the Compatibility of the CROSS SECTION OF FLOW DIFFUSOR Existing Electrical Service PUMP CHAMBER SECTION DETAIL NOT TO SCALE TOTAL TANK LENGTH=153• GENERAL NOTES: NOT TO SCALE 1. ALL MEASUREMENTS FROM OUTSIDE EDGE OF TANK TOP. DISTANCE VARIES OUTSIDE WALL TO OUTSIDE WALL 2. CONFIRM ALL HOLE LOCATIONS PRIOR TO INSTALLATION. TANK WALL 3. NTTROE 2KS TANK TOP TO HAVE THREE-24',TWO 12' THICKNESS AT HOLES AND MULTIPLE 4'HOLES WITH RISERS AND TOP 3"TYP COVERS FOR MAINTENANCE AND SAMPLING. Id a 4.FOR THE 24'HOLES;PROVIDE 24"DIA ADS PIPE - (CORRUGATED)WITH POLYLOK(OR EQUIVALENT)COVER -1 1- (OR EQUIVALENT CONCRETE RISER AND COVER)TO 6• a O d BELOW GROUND SURFACE AND SECURE TO TANK TOR 3 w O 5. FOR THE 12'HOLES;USE ADS PIPE(CORRUGATED)AND o p -� �9n-~{ POLYLOK(OR EQUIVALENT)COVERS TO 6"BELOW S RGED ENL RIEICATI 0 rj a GROUND SURFACE AND SECURE TO TANK TOP. r 5 O A HAMB = O 3 6. INSTALL 4•DIA.PIPE(3"BELOW GROUND SURFACE)WITH 61FLUENT p O 0 FERNCO RUBBER CAP.INSTALL WITH A 6"ROUND VALVE INFLUENT -� O C (DC) BOX AND COVER TO BE FLUSH WITH THE GROUND 3 (2'DIA PVC PIPE) G `� SURFACE. _��-{/ 7. HOLES H6 THROUGH H71 ARE 4"DIAMETER HOLES FOR SEE NOTE 8 ~3 Z ~ EFFLUENT AERATION TUBING AND PULL CORDS.INSTALL 4'DIA.PIPE p --� (6'BELOW GROUND SURFACE)WITH PVC CAP. EXISTING p- 2 O 8. FOR EXISTING SEPTIC TANK;PROVIDE 2'DIA.SAMPLING SEPTIC TANK ~ TO TITLE 5 PIPE THAT IS CEMENTED OR ANCHORED TO THE TANK NOT TO SOIL TOP AND EXTEND 2'BELOW THE TANK TOP AND BE Charcoal Filtered Vent Q Final Location to be Determined ( ABSORPTION POSITIONED 6-12•FROM THE EDGE OF THE OUTLET END SCALE) O Q O O O SYSTEM OF THE SEPTIC TANK OR IN THE SEPTIC TANK CONCRETE OUTLET COVER.ON THE TOP SIDE OF THE SEPTIC TANK at time Of installation or In THE 2'DIA.SAMPLING PIPE SHOULD EXTEND TO Y accordance with Landscape Plan TANK WALL TOP VIEW BELOW THE GROUND SURFACE AND HAVE A 6'DIA THICKNESS PLASTIC ROUND BOX AND COVER AT GROUND SURFACE. ' AT BOTTOM NOT ro SCALE FF EL 13.0 NOTE:FOR NEW ENHANCED (41@'TYP) SETTLING TANK(EST) SEE EST DRAWING F.G. EL. 10.0 F.G. EL. 11.5'f F.G. EL. 11.0' F.G. EL. 8.75' F.G. EL. 6.5't See Note 6 (typ.) 11 KnSEE NOTE 8(TYP) SEE NOTES 5 AND 6(TYP) SEE NOTES 5 AND 6(TYP) SEE NOTES 4 AND 6(TYP) n rr 11 ) -GROUND SURFACE(TYP)- - CEMENT WATERSTOP SE( NOTE - -- SEEP) -- - - -TE EL. 7.4 Fil TO SOIL Installer To Proposed 5*TANK ABSORPTION SYSTEM E 4 p 0 EL. 7.83 8.6 PROPOSED TOP(TYP 1 ,, ,, , '(SAS) Confirm Prior 1500 Gallon EL. 3.75 Propooed � H-20 To Any.Work Septic Tank NI TROE EL. 8.35 8.00 '• 1000 Gallon D-Box wFweNr EFFLUENT H-20 EL. 4.00 Pump Chamber 2000 Gallon Top EL. 8.00 • ' WATESRTDEPCTH s- P Mono Tank ra 70r (See Note 5) H-20- Bot. EL. 6.50 EXISTING SEPTICSplash EL. 7.46 H-2TANK(NOT TO �: --rco SUBMERGED DENITRIFICAT10N CHAMBER ow LLLL Guard Flow Dif SCALE) a + AERATION _ DC � 0 a a w a re a EL. -2.25' orn O 3 tT5 CHAMBER o (-) a a 12 Fo tg (SAC) o i °x Remove & Replace � O� t= „ • o'o� Y Effluent Tee Q ►-Z _ R2 All Unsuitable Soils Within 5 of �.. LL" LL S,�I- Zabel Filter or The Outer Perimeter of The System 0 wvZ �~ Septic Tank & Pump Chamber approved Equivalent To Be Waterproofed/Sealed See Note 10 To Be Installed On Groundwater @ EL. 0.6 ELEv.=0" w w Stable ompacted ase Bedding,"T»s TANK BOTTOM / Two (2) Coats Inspection Port, All Fill Shall Meet THICKNESS 4' CRUSHED AGGREGATE OR APPROVED TANK WALL THICKNESS MATERIAL(DEPTH TBD•6'MIN);ON LEVEL O f Approved Sealant & Baffels 310 CMR' 15.255 (3) AT BOTTOM(47 COMPACTED AND STABLE BASE KleanTu LC TANK WALL THICKNESS SIDE VIEW DEVELOPED PROFILE F SYSTEM as Per Title 5 AT TOP(3') NOT TO SCALE PLAN AND CROSS-SECTION FOR APW 9.2= O S S ■ EM ENGINEERING DESIGN ortaxN er .\Kt"nTu Hrneeorr,(1Ie NItRO&2KS WASTEWATER TREATMENT � (FOR ENGINEERING DESIGN) � ) °y NOT TO SCALE N-ASST20M-H10v � H OF s �OHN �ss�ONA L NOTES: PREPARED FOR: PREPARED BY. TITLE Site Plan 1.) The property line information shown was _ . compiled from available record information. naincerin�� Proposed Improvements Gail A Canzanoe U rV SullivanUlll 11 ons 1 n In - ' 2. The topographic information was obtained � C U � g� �` 23 west Boy Rd; Suite G' IN (sae)42e•9944•Pa Ba W9•n1 Man SbvK O&WW II%MA o2655 A t Q from an on the ground survey performed on s.cIOwIIti.IrnelrLoom ,www�wulwn�ln.com ostervule Ma o2s55 or between 04 JAN 99 & 14 OCT 21. / / / / (508) 420-3994 / 420-3995fax 483 Eel River Road N i AV 88 a fixed mean 3.) The datum used s N D Barnstable (Osterville) MaSS. I- Droft: JOD Field: WHK W sea level datum. 20 0- 10 20 40 80 /ASK Review: JOD Review: RRL DATE: SCALE: „_ , � February 25, 2022 1 -20 I Project:41042 Job #. C-363.4 I�I _ } x` ZONE: og r n RF-1 (RPOD) 3 � Area (min.) 87,120 SF FLOOD ZONE.- � X. Frontage (min) 20' ( ) VE(EL 14) & AE(EL 12) �� 4t��frR� � �� • ,. Width min 125 r1ro. ct � • ��e Setbacks: Front 30 Based on Map # ' Y Side 15' 25001 CO562J � F July 16 2014, ---� N 'Rear 15 _ � � --� �r ^ � z ,Ei ° t�� h. : .. 5' • '; z fit: ��;��:. ... - \ `�_ _ �, r.- --" '^` / ^'\ \ \ / / - e1' i N / S \ .\ U OVERLAY DISTRICT. t �` J Al AP - Aquifer Protection District �� v#A6 Isolated/Wetland #A2 A.\\ } ` ) \ Flogged I o g By Brad Hall �'}Location Map \ 3Ff / Scale: 1 =2,o00f DIRECTIONS. \ \ Town of Barnstable Con / \ L From Hyannis — Take Route 28 into OstervAle; At the \ \ \ Com Juresdiction rbnly lights by White Hen Pantry take a left onto Osterville No Title V Setbgt ks West Barnstable Road and follow to the end, Take a left } ` \ \ �rAs / onto-Main Street; Take a right onto Parker Road; At the , � \ � _ .,�_ ,t #A ASSESSORS REF: stop sign take a right onto West Bay Road; Take a left \ \ \Q _ — ' \ #A4 onto Eel River Rood, Property is on the right #483. Map 114 Parcel 019 01- Drive \ 0�. \ ` \ \ \ \ / / �' ston etoi Ed9 1 5 4' } i / W/ 9 \ \ \\ \ O STRIPOUT PROPOSED �,� / �� \�\ \ / Isolated Wet nd D-BOX , �� / Flagged B Brad Hall / 0 / �� i`' \ \ � 10/21/ 21 / / P II PROPOSED of Barnstable Con VENT S. / �..�� / \ \ m Juresdiction Only / o Title V Setbacks Je PROPOSED ��\tio NITROE �e TANK E Q / — / t �� tc-1 Tin TIHi moo - -1 7B' \�-c a' �o / rH f1 i o cs .10 o \\\\\\4 �� 1�' ��• ,; ��G°o�� a //� / l l r ' / / i10 ly 1 - \ — a o0 0 Pag°\µ 1PNpv� 0°°t GL 12.8\ \ \ \\ \\ I o #483 \ \\\ \ / I l IF 09 60e Dwelling 71 jp IF Parcel Area 53, 190±SF To ML W —12 \15.1\ \\ , \ s \ \ \ ��, BUFFER ZONE CALCULATIONS 0-50 d pier \ \ \ \ \ PROPOSED ADDITION = 296 SF PROPOSED WALK = 345 SF � REMOVED WALK = —208 SF .O TOTAL = +433 SF R°mP MITIGATION REQUIRED: 4 X 433 SF = 1,732 SF VA OF C. O. 68 "} \ � GISTERcti Z /DNAL _- \ f o \ \ \ o \ NOTES: PREPARED FOR: PREPARED BY. TITLE: o\ Site Plan 1.) The property line information shown was i compiled from available record information. Gail A CanZano j 'nglneering CapeSury Proposed Improvements �ulll ni \ 2.) The topographic information was obtained a Comuldng,1na 23 west Bay Rd, Suite c i (508)a28 334t•Po.Bw 659•nl MYn stna,oswvSM�u►a¢656 /•1 t O from an on the ground survey performed on C*,,,p,,,W,,,,�,,,�=,,,,*a,,,,,,,�,,,,,�„=M ostervule MA o2sss p ,.,/ or between 04/JAN/99 & 141OCT/21. (sos> 42o-3ss4 / 4zo-ssssrax 483 Eel River Road 3.) The datum used is NAVD 88, a fixed mean Barnstable (Os tervill e) Mass. sea level datum. 20 0 10 20 40 80 Draft: JOD Field: WHK/ASK W I Review: JOD Review: RRL DATE: SCALE: _ i February 25, 2022 1'=20' `� Project:41042 Job #: C-363.4 - II I -- - - --- ------- ---- -- _,_.._