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HomeMy WebLinkAbout0074 ANSEL HOWLAND ROAD - Health 14asd 1 fog IA-AJ1) h� � Town of Barnstable BARN3TA81LE, � a, Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 John Norman,Chairrrnan FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt March 9, 2022 Mr. Larry Nikulas P.O. Box 507 West Barnstable, MA 02668 RE: 74 Ansel Howland Road, Centerville< A= ' 2-231 Dear Mr. Nickulas, You are granted permission on behalf of your client, Loukia Mourikis, to construct and utilize a MICROFAST secondary treatment unit with nitrogen reduction technology for a proposed two bedroom dwelling at 74 Ansel Howland Road, Centerville, Massachusetts. You are reminded the following requirements are provided within the MA Department of Environmental Protection (DEP) Certification for General Use letter to Bio-Microbics, Inc.dated revised March 20, 2015: (1) The System designer shall provide to the local approving authority a certification, signed by the owner of record, to be served by the System , stating the property owner: has been provided a copy of the Approval, the Owner's Manual, an Operation and Maintenance manual if applicable, a) the Owner agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; c) understands the requirement for a service contract; d) agrees to fulfill his/her responsibilities to provide written notification of the Approval to any new owner; e) agrees to fulfill his/her responsibilities to provide a Deed notice as required by 310 CMR 15.287 of the Approval, f) agrees to fulfill his/her responsibilities to provide written notification of the Approval to any new owner (2) Inspection, operation, and maintenance (O&M), sampling, and field testing of the System shall be performed by a Company approved by the Operator who has been certified at a minimum of Grade Level 4 by the Registration of operators of Wastewater Treatment Facilities. G.:WP/Nickulas 74AnselHowlandRoad MICROFAST Approval Feb 2021.docx (3) Prior to commencement of construction, the System owner shall provide the local approving authority a copy of the signed O& M agreement (4) Field Testing: Temperature, turbidity, pH and DO shall be measured and recorded in the field whenever effluent is sampled for TN. (5) a) Year-round installations shall be inspected and have the effluent sampled for at least TN quarterly for the first year, then a minimum of twice per year thereafter, at least 5 mont-is apart with at least one sample taken between December 1 and March 1 of each year; b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice per year. At least one annual sample must be taken 30 to 60 days after seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. (6) The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen (TN) concentration of 19 mg/L for 660 gals/per day per acre loading (or 25 mg/I for 550 gpd loading). • Effluent pH range of 6.0 to 9.0 The above list is not all inclusive. All of the other conditions listed in the MA Department of Environmental Protection (DEP) Certification for General Use letter to Bio-Microbics, Inc. dated revised March 20, 2015 will need to be adhered to. This permission is granted because the proposed plan appears to meet the maximum feasible compliance ;provisions of the State Environmental Code, Title 5, and the Town of Barnstable Board of Health Regulations. Since el yours, ohn Norman Chairman Q.WP/Nickulas 74Ansel Howland Road MICROFAST Approval Feb 2021.docx J. Doyle associates 170 Cloverfield Way Tel: 508-563-1994 E. Falmouth, Ma.02536 To: Ms.Sharon Crocker February 9,2021 Barnstable Board of Health 200 Main Street Hyannis, Ma.02601 Subject: 74 Ansel Howland Road. Dear Ms.Crocker, I am writing on behalf of Loukia Mourikis,who owns the property at 74 Ansel Howland Road in Centerville.We have performed a land survey and soils tests at this property, and have now prepared a Site Plan for a proposed 2 bedroom dwelling at this location. Due to the fact that this property is located within a GP overlay district we have elected to use an I/A technology within the sewage system in order to meet the nitrogen loading guidelines.The plan proposes the use of a Microfast model 0.5 unit by Biomicrobics. I would request that you please place us on your Board's next possible agenda to seek the approval of the Board of Health to utilize this technology. Please feel free to call me with any questions you may have about this,and thank you for your attention in this matter. rs truly, John P.Doyle-,�LS r i Town of Barnstable PT# 7,07-20- 23 DUAD �. Department of Inspectional Services MASS. t 'MASS.NSWrAMBIL2' � Public Health Division y t639 ,0� Ep µ}Gl 16 200 Main Street,Hyannis MA 02601 Office: 508-862-4W Date Scheduled /1/D1/ `/� 20Zo Time /1,:QD /1/22 Soil Suitability Assessment for Sewage Disposal Performed By. ,�ONN P. �O/ /,C— Witnessed By: LOCATION & GENERAL INFORMATION Location Address: 1446�_6L NO1611-AA/d Owner's Name: Ovk/f1 ✓�fitJR/K/S /et Nip L c,e6s-j 2-b, Owner's Address: /✓,f O 770 Assessor's Map/Parcel: 1'04P /72 231 Certified Soil Evaluators Name: BONA) A �OyL Certified Soil Evaluators Email: 3 2!/ Ve r;2011, 17 e New Construction or Repair. itTiV. Z,V-57 iQUC�r/O1✓ Certified Soil Evaluators Telephone# joP".SG3- f Land Use VAGA�/T- 01C-510 f', 'My Slopes(%) 411-/D Surface Stones N0 T 0 0 2 0 0 ft Drinking Distances from: Open Water Body � ft Possible Wet Area g Water Well ZaLft Drainage Way SD ft Property Line 1-5- ft Other ft Parent material(geologic) CDfJRSE Depth to Bedrock AJIA Depth to Groundwater. Standing Water in Hole: N4 Weeping from Pit Face Estimated Seasonal High Groundwater 3 7' DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: .37• PER G,A4 N,17 t /fi/L 1-62 G.W. C 0 NTO l/k NAP Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment fL Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date t1 i J Time 11;0 G AM Observation _ Hole# T 3 i Time at 9" t u i Depth of Perc 3 5 Time at 6" Start Pre-soak Time @ �r '`; >J i ' � I Time(9"-61 End Pre-soak /D S /0 Rate MinAnch iJ/Z) 2 z' rs-Al L. S7 i✓IS�3 j�-10 L�'S.S Site Suitability Assessment: Site Passed�_ Site Failed. Additional Testing Needed(Y/1) IVO Deep Observation Hole Log Hole#: T-/ Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel '' A L o /7 M W/-D o o rs 71 YX „ Cal/)ZS� 8 VE,e b 3 ZZ c i y � SANS �RAVC�y Deep Observation Hole Log Hole#: T- I— Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Grave] 1-oANr 7sYA �411 W/,�ooTs s'' -- 31 " 19 oA a1V 7,.�y,E s.40y;� B� G,,qyE Z-y Deep Observation Hole Log Hole#: T-3 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel o '-8" A L 0A/yl 7r-5Yfo COI Wlka-0 TS. 8 Zv ,6 SA DANj c - 2 coARSE /og �IVz- vg y Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel o " - 9 " A L 0,4M 7,s ye j/ L D AN1 14 1 IN fDY�2 '7/3 �L2 - l26 C 2 ; 1l� °r� g�Z 6 AVELY '1 Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ES If not,what is the depth of naturally occurring pervious material? Certification I certify that on /99 J (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. �� Signature Date//—.5'26 SKETCH: (Or you can attach a separate sheet) (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Low n!o• 3/ /7 5a7 s.F -f y 2 v i N Ii I j I i 1 Anl5EL H0IVILAN1� jZOgD 5 �✓� ��. 1]S LARRY NICKULAS P.O.BOX 507 WEST BARNSTABLE,MA 02668 To Thomas McKean and Sharon Crocker Regarding:Alternative system,Fast Treatment System with Nitrogen Reduction. For 74 Ansel Howland Road Centerville,Ma. I have been contracted by Loukia Mourikis to build her new 2-bedroom Cape style Home. John Doyle is the Engineeron the project.Attached you will find Six packages foryour review. If you need more copies or information,please contact me. Larry Nickulas 508-280-6400 Nrick@comcast.net r u "5 4 No. �'ee THE COMMONWEALTH OF MASSACHUSETTS Entered ifl computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01p Yication for Disposal 46pstent Construction Vertnit Application for a Permit to Construct Q() Repair( ) Upgrade( ) Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. Owner's Na e,A dress and Tel.No._610 AAl>G� H�k'LAND �2A� LD4fki vG�i�/k�S' Assessor'Map/Parcel /yJ /7 2 L 4,e 65-r 4 MjA1-1,1 /V, l7; Installer's Nprie,Add res ,and Tel.No. / Designer's Name,Address,and Tel.No.�'OB~ j /.Jov� ���' �'oyL c �ssoci�7 Z­5s �- o �3 IV CL dV�i�FiE�-i� Gt/A E F/�Gir1 a t�/'H Type of Building: Dwelling No.of Bedrooms Lot Size %7 SO 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 22Q C U L gpd Design flow provided gpd Plan Date -,-741/, /7 20z j Number of sheets Revision Date Title J" a�5-�WA6C �G��✓ Fob L Oy,�(%� /rl©y&%J & ,r-00yL6 AS506/47_2-�S Size of Septic Tank f SAID!AL, JVIMIne Oj AS' Type of S.A.S...9 0O 4^ L'/Mptsele-V 7_01LIE Description of Soil 7= O=/6 4 c),4AI l o," ' "54NO yLOA Al 3Y-"-/2 e GOARSC-' . ' A4A 4.04 '! 8•'- Z " A 28 yd`A U,A Attu �¢0= 28�" p _:m ALA T-i Sldhpz A-s .T-z ?3 ,s,4,iir hs 1_I Nature of Repairs or Alterations(Answer when applicable) A[6A) 2 �r T� FA51' O. S /Y1o.B&L j p A��t.v�t/Got 2 B�,�rM,.DES% ^� I AI Zeye-r. SAs ��s�rti :eR /II./N oG 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 ealth. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dis osal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 a?d the for Dis osal System Construction Permit No. dated Installer p(! Cj !�f �Q/,�Jr Designer _�� A� iaot rJ�•e #bedrooms Approved design flow 3 3� �A/ c.)�.f gpd The issuance of this permitstHl not be construed as a guarantee that the system will function as designed. Date Inspector ------------------------------------------------------------------- ------ ---- -- --- ------ - ------ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal �pstem Construction- A3ermit / Permission is hereby granted to Construct(� Repair ) / Upgrade( ) Abandon System located at 7 (�Z D AJ /"47 -ma c, 2, -3 f 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 Approved by Crocker, Sharon From: Stanton, David Sent: Wednesday, February 17, 2021 10:37 AM To: McKean, Thomas Cc: Crocker, Sharon Subject: BOH comments for 74 Ansel Howland Good morning Tom, Here are the comments I have for the plans given to me: 1. Under#1 of"Sewage System Design Calculations" he references"310 CMR 15.416" that is not the correct reference number. 2. The package given to me did not include the monitoring/testing and maintenance info (Note:this is the only reason this project would go to the Board of Health for their policy.) Although, they may just assume our Board uses the State minimum testing requirements which are outlined in the DEP approval letter enclosed with the application. 3. Need to meet the STU requirements in the approval letter(i.e. STU deed notification, homeowner certification form for STU and a 2 bedroom deed restriction) Thanks, David 1 �$ ®" Commonwealth of Massachusetts -- I - Executive Office of Energy & Environmental Affairs All" 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 CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee,KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day (GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29,2010,revised March 20,2015 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 General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee,KS 66227 (hereinafter"the Company"), approving the above referenced FAST technology(hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are 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. March 20, 2015 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources I. Purpose 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 Certification for General Use Page 2 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 1. Subject to the conditions of this Approval and any other local requirements,the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval.Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: * Effluent Total Nitrogen(TN) concentration of 19 mg/L (for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator') has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 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. The Company is responsible for the approved technology as described below. II. General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil absorption system(SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100- 15.279 and subject to the provisions of this Certification. 2. Technology Description-The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify, and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater,utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the liner in the septic tank remains anoxic for denitrification and a passive recirculatign system Certification for General Use Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly`to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 3.0 is installed in a separate tank constructed in accordance with 310 CMR 15.226 and located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system(SAS). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. • The NitriFASTO models can also be used for additional nitrification in series after the MicroFASTO models or HighStrengthFASTO models. In this configuration the tanks used for the NitriFASTO shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. • Flow equalization may also be employed prior to the FASTS system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection,pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary,by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre (gp4a) and the total nitrogen(TN) concentration in the effluent shall not exceed 19 milligrams per liter (mg/L); or Certification for General Use Page 4 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre (gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/L) • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System, the System owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory,unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 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. 4. In accordance with applicable law, the Department and the local approving'authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare or the environment. 5. 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. Accordingly,no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 6. Design, installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification,the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wqstewater from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. f Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections, maintenance,repairs,responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring_Requirements 4. System effluent total nitrogen (TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box,pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance(O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four)by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. 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 that meets the requirements of paragraph IV (8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV(9) and (12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV (13) and to the local approving authority in accordance with paragraph IV(14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System 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 and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph II (4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year,then a minimum of twice/year thereafter, 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 per paragraph IV(11)below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.govldep/water/laws/policies. htm#t5pols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year. At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. Field testing shall be completed per paragraph IV(11)below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. 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. TN is measured as the total of TKN(Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen)and NO2-N (Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required,however it is recommended the Operator record water meter readings if available at all inspections,or otherwise estimate System flow,to assist in addressing possible operational problems or issues. Flow measurement when recorded.shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available,the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etp. 11. Field Testing: Temperature, turbidity,pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldeplwater/laws/ policies.htm#t5pols. Certification for General Use Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum,the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; 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. Recordkeepin and nd Reporting 13. 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. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses,wastewater flow data, field testing results and inspection checklists; 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. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit 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. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 16. 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. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). 18 Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV (16) and(8). 19. The System owner shall provide a copy of this Approval,prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. .t Certification for General Use Page 8 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. 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. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10), the System Owner shall provide to the Local Approving Authority a copy of. (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. 22. 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 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). V. Conditions Applicable to the Company 1. The Company shall notify the 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 new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 2. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. . 3. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make available the list of qualified operators by February 15th and make the list known to local approving authorities, the Department and to users of the technology. 4. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. include copies of this Certification and the procedures described 5. The Company shall me p in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System,the Company shall regµire the distributor or re-seller to provide each purchaser of the System with copie's of this Certification and the procedures described in Section V (3). f - Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 6. A copy of the wastewater analyses,wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 7. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force until the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP,the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been,provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's 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; vii) if the design is for an upgrade of failed or nonconforming system,the System Owner has been provided a copy of the evaluation of the existing system; viii) 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 that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VII. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Certification for General Use Page 10 of 10 Bio-Microbics FAST 4,000 GPD Nitrogen Reducing Director Wastewater Management Program Department of Environmental Protection, One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including,but not limited to, non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification 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 Certification, 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 this Certification and/or the System against the owner or operator of the System and/or the Company. Transmittal:X232831 (formerly W 101238) 17-6" 20'-0" a: -' 22'-6' DECK 10'-2• 12-T• ` 12'4. 16,.8.. 3'-6" ICI A p' g C j I A A A9 8 ANDERSEN I ANDERSEJ ANDERSEN ANDERSEN , TW24310 I i I i ITV✓i4310 FWG6066R TW24310 �I so I Ld �DW I BUILT-IIJ LINEN S� MA T I --- _ CABINET CABINET ATH BAT O I 2._D„ 2,-1.. " - o O DINING QO RANGE ' - O o _ KITCHEN I Az ANDERSEN 51 LIN 6+a, r (VERIFY KITCHEN I CLOS. 3• I LAYOUT Wi OWNER) REF II FOLDING - + I I 2'6"x 68" t - FIRE RATED R c HALL OOR 6'-3" 3'-7" 2'-1 3-10 15'2" I I M TI LVL_SEAM ABOVE o 0 _ __ _ - X MULTI LVL EA ABOVE _ __ -_ _ __-_ _ _� +BE M ABOVE o __—_—__ td_ — �i DN. — c � 6'-6' O r D - GARAGE BYPASS J DOORS ® ANDERSEN A2°1 n ANDERSEN A.251 , L DRY. I MASTER LIVING ANDERSEN ANDERSEN F I BEDROOM BYO O A21 r A=5 PASS --J RAILING& I) i- DOORS NEWEL OVE ED i POST ORC 9'0'X TO"O.H DOOR it UP O CONC. _ APRON - 2.6"X 66,E + it )O _ B < ANDERSEN ANDERSENs ANDERSEN ANDERSEJ ,Vf446 TVV2446 TV✓<446 iW2446 '?Y 1t- A i A8 0_6., 4.-3. S_T, 5._2, ,.6" 3,-6,. gt0" 3_6,. 10 FIRST FLOOR PLAN ©SMOKE DETECTOR AREA CALCULATIONS ©CARBON MONOXIDE DETECTOR FIRST FLOOR 1162 S.F. ®HEAT DETECTOR SECOND FLOOR 1362 S.F. ` GARAGE 374 S.F. SCALE : DRAWING NO. : Q COTUIT BAY DESIGN, LLC NEW HOUSE FOR. „ � 1/4" V-0" MASHPEE MA. 0O2649 ANSEL HOWARD ROAD J e DATE :. PH. (508) 274-1166 11/12/2020 Al CENTERVILLE, MA ` li 2._0•• 32'-0. 26.-T •(SHED DORMER) 5'-6" 10'-1.. 10.-31. - 6-2. q B C A8 AB 19 ANDERSEI• ANDERSEN ANDERSEN TW2442 TVV24310 TVV2442 SHVdR Y BATH 1a u ---� +6 ,�6 x ti6+ UNFINISHED © 2'-6` 6-e STORAGE _ I ANDERSEN ANDERSEN 2 X 6'E' ©© �6,x 6.E.• TVV2442 AN INSULATED S DOOR ANDERSEN I I{ - i _ LOFT © - 4 ,31 BEDROOM 50'•X°° RAILIIJGH ( DOORSBY-PAS � I NEWEL POST - 0 o ACCESS _ I ( PANEL .. =��.. O - `y O ANDERSE1AS U TVV24-10 - i•�a310 A9 A - ' (GABLE DORMER) - (GABLE DORMERI ERIC .SECOND FLOOR PLAN j COTUIT BAY DESIGN, LLC NEW HOUSE FOR. SCALE : DRAWING NO 1' 43 BREWSTER ROAD 1/4" = -0" MASHPEE :MA. 02649 ANSEL HOWARD ROAD DATE : PH. 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