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HomeMy WebLinkAbout0175 SCUDDER AVENUE - Health (2) WOO ' '- / �� - r _ TOWN OF BARNSTABL'E LOCATION �"��� �d +�� tz SEWAGE# m OA_4 VILLAGE ASSESSOR'S MAP'&PARCEL i"— 167 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 0 / / LEACHING FACILITY: (type) (size) NO.OF BEDROOMS /CS_4z(_ C ?"Ill. OWNER J A±sl U y Ll PERMIT DATE: COMPLIANCE DATE: I a 3 I Separation Distance Between the: Maximum Adjusted'Groundwater Table to the Bottom of Leaching Facility — Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N A Feet FURNISHED BY dder 0 ° Fee l UNo.. �/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pphLation for Misposal 6pstpm ConstrUtti0lt Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(r/S Abandon( ) [1]Complete System ❑Individual Components Location Address or Lot No.1725- �� Owner's Name,Address,and Tel.No.�03 87- O pJ Rcl Assessor's Map/Parcel �'(v Ge 0&00 m�ii Installer's Name 4ddr and Tel.No.��,,2 �, �j�7�f Designer' N e,Address,and Tel.No.60,6.3.2` Tr)G >Dp eox ' y,�) L O�/Y r3$ it�• /sAA Type of Building: Dwelling No.of Bedrooms Lot Size /® ")6 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qQ gpd Design flow provided gpd Plan Date T e Me-"?a,a-?Q J Number of sheets Revision Date G�b.! Title T -5"61a P 5 Size of Septic Tank/� l' s Type of S.A.S. Description of Soil Nat re of Repairs or terations(Answer when applicable) TS4,)/ i O r r� . �' dv �ix['.S�►►Ns 5 P L'nL 4rusf 9"l'Y0 54o - 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 C an of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.Signed - Date 11X6 Application Approved by Date Z Application Disapproved by Date for the following reasons Permit No. �(� Date Issued Z' No. ?ti`�f _t L� "� ° y Fee �' v ' 2 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:. /. PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE,-MASSACHUSETTS Yes 4plication for, -Milo 8aY°, pBtem ConstrULtion Permit ;• y. Application for a Permit to Construct( ) Repair( ) Upgrade(44,Abandon( ) Complete System ❑Individual Components Location Address or Lot No.�� eF. Ate. Owner's Name,Address,and Tel.No. 0,31 3 Op/r am».t. x go Cd A)"#1124/ Assessors Map/Parcel Rf r7 iv),f,1 Installer's Name;Address,and Tel.N•o.s�,� �,rj �!f Designer's Naive,Address,and Tel.No. 6CJ`$' u Coi15cl Gry-��7(j/T► !gyp @.�Sx / jOe 1 pe of Building: Dwelling No.of Bedrooms Lot Size /O '24.5 sq.ft. Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Design flow provided 7 a / gpd Plan Date Ma $,RCQ i Number of sheets Revision Date 1 Title ��<E /1215 15�.11�7.1!le-4 &Ce 41;, 4,J d� Size of SepticTank/,�.f 0,5 Type of S.A.S:'-3 —<7"e.,,a.l Description of Soil s,,; �/� Nature of Repair's or Alterations(Answer when applicable)7.,,s4d/ /!,) k�t,• aA -s— i gn K a W//) /�.Yy j#7 v ls}l'A ('_Uri/��'!� �._��;�d..,�r�� 5 n n�ird �i's i!� ��;7/Xa�'�r.�.,�-!S� �•t�rt '�o S�rr,�Y— � 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 an`d to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed �/ ",..�." '-- — Date ✓�f/� .r3+� b. Application Approved by .�--/� Date I, Application Disapproved by Date for the following reasons 7 � i � (21y2.1 Permit No. _,/, ,/(,i � Date Issued . r :THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY, ,t�hat On-site Sewage Disposal system Constructed(N) Repaired( ) Upgraded(=%) Abandoned( ')by j%,rk"� /J at / j 1jj h /.�����i)n;S has been constructed in accordance j with the provisions of Title 5 and the for Disposal System Construction Permit No ated` ' Installer L�b �ln �/a E1l z r; A A_ IU+� Designerd niz'?r)0/r naA., Pj;t FAJt 41_' .. VM/. �#bedrooms Approved design flow t 41 b and The issuance of this permit lshall not beconstrued as aiguarantee that the system ill function as ne� `s desig1 Dat d {{ Z��1/Z071 I 1 /l �! d r Inspectors! No. 7,/M l "I pA 1 Fee THE COMMONWEALTH OF MASSACHUSETTS'' PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS 30ispoeiat 6pstrm Construction 3permit }., Permission is hereby granted to Construct ) Repair( ) / Upgrade(4/) Abandon( ) System located at �'7 �J� i. 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. 1rj Date I l 1a .�, Approved b /l _ JAN-20-2022 01:34 From: To:15087906304 Pa9e:1/1 r Town of Barnstable. ............. .. Me Inspectional Services Public Health Division Thomas McKean,Director 01�" 200 Main Street,Hyannis,MA 02601 Office: '508-862A644 Fax: 509-190-6304 Installer&Designer•Certification•Form _ Sawage Perlimit# 2021-1{rF7 Assessor's MapTareel 7 Date: Jam` 208 Designe"r: ' AWN�tPEgJGM-My Installer: m1GT1aL Address: qT 1 MxL61 HA On. � ; a sue s a . ' was issued a permit to in tall ( ate)::(inst ler) septiwsysteiri'at 11795,SMDM AM based on a design drawn by (address) dated .-I I . 1 / (deg ign r V I certify-that-the septic system,referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the 'distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found'satisfaetory. I certify that the septic system referenced above was installed-with major changes (i,e, greater than W.lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with-State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found.satisfactory, that't' em referenced above was constructed in compliance with the to rms of the D4,aorovaWdfters(if applicable) SH OF41A DANIELA, y� OJALA " CIVIL nstaller's Signaturc) No,45502 A9 P 0 r4 SS�ONAI•E�G "' (Deslgner's'Signature (A x Deslign r s Stamp Here) PLEASE ItCTURN TO BARNSTABLE PUBLIC HEALTH.DIVISION. CERTIFICATE OF •COMPLIANCE WILL NOT BE ISSULD UNTIL BOTH TWS FORM AN AS- BUIL• -CARD ARERECEIVEDBY T BARNSTABLETUIBLIC HEALTH DIVISION. THANK YOU. -- -\lion�depisltlGALT11�SEwERaonneotlSaPr��Ue9ignvrCorllflonllonFom[tevW-13,00C -14 Commercial Street i ttaynham,CIA 02767 TO:(508)880-0233 Fox,(508)880-7231 INSPECTION AND TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc,(herein called WTS)and the TASTO System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office, WTS will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect,with the First inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank, 2) Inspection,power testing and cleantreplace intake filter of the air blower. 3) Inspection of the alarin system. 4) Inspect overall condition of TASTO System. 5) Notification to OWNER of any problems encountered. 6) Service other than rouline maintenance will be.billed at an hourly rate,plus travel and parts. s WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alai-in event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at our current labor rates. i Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor,plus standard WTS charges for parts, plus mileage and travel charges. The annual rate Includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations trade to the equipment. WTS shall not be eesponsible for failure to render die agreed services if caused by strikes, labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service, It is OWNER's responsibility to timely return the payment.WTS must receive the payment before expiration ofthe current contract year to assure continuous contract coverage. Failure to return payment may result in suspension of service,cancellation of the contract rind/or nullification of warranties, at the election of WTS. L OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a paity cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST.5 Hyannis, MA $780.00* (P yeai) General-Denite $440.00* (After Pyeal) 1COUIPMENT OWNS hste "`ter Treatment Services,Inc. *Signed by OWNS , Signed: Johnson Janvier 44 Commercial Street 175 Scudder Avenue Raynham, MA 02767 Hyannis, MA 02601 Tel:(508)880-0233 Fax:(508) 880-7232 Tel: (774)836-2685 E-mail johnsonjanvier@gmail.com Effective Date of Agreement OWNER understands that(1)ANNUAL RATE payment Is for one year only commencing on the effective date set forth above and is non-refundable;(2)Current DEP Regulations require OWNER to maintain a service agreement i for the life of the PAST®System;and NUAL RATE is subject to change based on current WTS rates. I HAVE READ AND 2ST T FO DING. *Signed by OWN> �fflaent Testiu� Town Requirements are four(4)grab sample�t, Nitr Ni and TI ('a ost of$215.00/test. *Approval for Additional Testing if Required caner' i� Operator nssigued: Michael Moreau Telephone: (M08)880-6233 *Your•nronerty is subject to a$50 a0/vear fee for the Barnstable County Scntle Management Pro tans* ' t i i Certification for General Use Page 2 of 10 Bio-Microbics FAST Q,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 submergedmedia 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 recirculation system Certification for General Use Page 3 of 10 Bio-Microbics FAST Q,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 c and 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 FASTO 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 (gpda) 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/ • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions l. 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. f he System will provide a 5. The Department has not determined that the performance o t y p 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 wastewater 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. 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.gov/dep/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, etc. 7 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.gov/dep/water/laws/ policies.htm#t5pols. Certification for General Use Page 7 of 10 Bio-Microbics FAST 4,000 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. Recordkeeping and 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. 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. 5. The Company shall include copies of this Certification and the procedures described 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 require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V (3). Tome lay " Town of Barnstable M f i SA SMABLE. 9$ MASS.: ,�� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt March 4, 2022 Jeffrey Johnson, Esquire 67 School Street P.O. Box 690 Hyannis, MA 02601 RE 175 Scudder Avenue, Hyannis!;RobmK�roopriico ;� N A, 289 ,1'67 Dear Attorney Johnson, On September 13, 2021, you submitted a request, on behalf of your clients, the Kroopnicks, requesting a determination or the approval of four bedrooms at 175 Scudder Avenue, Hyannis. You indicated in your letter that since April of 1991, the dwelling has been a four bedroom home. Attached to your cover letter, you enclosed a 1991 Fact and Feature sheet from a realtor, a 1991 septic system inspection report, a 1991 appraisal report, a 1994 plot plan from the 1994 refinance, and a copies of Robin Kroopnick's 1991 and 2016 deeds. A public meeting of the Board of Health was scheduled and held on September 28, 2021 to hear this request. During the hearing, you provided the Board copies of a letter from Bernie Klotz, a broker, indicating the home contained four bedrooms at the time of purchase in 1991. You testified Robin's brother lived in the home for most of the time since 1991. Our Health Agent, Thomas McKean, R.S. testified the lots size of 0.24 acre is located within a designated Well Protection (WP) district, a nitrogen sensitive area. Mr. McKean also stated MA DEP requires boards of health to review the official disposal works construction permit when determining the number of bedrooms which were approved. In this case, two (2) bedrooms were noted on the 1977 disposal works construction permit for this property. Also, the engineered septic system plan was designed for two bedrooms. During the hearing, our Health Agent Thomas McKean, also testified that Health Inspector Kathryn Soto recently conducted a site visit within the home and observed Q:WP/Johnson BedroomCountApproval 175 Scudder Ave Sept 2021.docx i� four bedrooms on the second level of the home. She observed four rooms which were considered to be "bedrooms," two of which were above a garage. Mr. McKean stated it appears the two rooms above the garage with slanted ceilings, may have been constructed without building permits. After reviewing the records, hearing testimony, and after much discussion, the Board unanimously voted in favor of granting you permission on behalf of your client, Robin Kroopnick, to increase the number of bedrooms from two (2) to four (4) bedrooms at 175 Scudder Avenue, Hyannis with the following conditions: 1) Innovative denitrification technology shall be incorporated into the design and construction of the new proposed replacement onsite sewage disposal system. 2) The wastewater effluent shall be sampled and analyzed quarterly during the first two (2) years of operation for total nitrogen, pH, BOD and other parameters as required within the particular DEP approval letter requirements for the particular denitrification system type/manufacturer chosen by the applicant. Sincerely yours, hn Norman Chairman Q:WP/Johnson BedroomCountApproval 175 Scudder Ave Sept 2021.docx Law Qjftceo _ J JEFFERY JOlEiNSON,ESQUIRE 67 School Street 1.847 Isaac P.Fairfield House P.O.Box 960 Hyannis,MAC 02601. (508)790-5776 Telephone (508)775-7526 Facsimile Jeff(u.;jeffery_iohnsonesg.coin September 13,2021 Town of Barnstable Board of Health IN Hand Attention: Sharon RE: 175 Scudder Ave., 14%a its, NIA 026" Robin Kroopni.ck ;fell i.::etty Rosen), application for a.septic perrait. I tear Sharon, .:VVC discussed. on Septeftibc-r 9 J', rny clicWs,th'e Kroopnicks, hereby foirnally reque:si th,j.v the full Board of Health rn-a<c.a decision on their application for a four bedroom "C;pcic: systeizt. robin has�,�-v-d !b.e limped, since April of 1.991, and du.ri.i g the entire ti.lnic ).Ehet ownership, the prtiporty has l e;; n a four bedroom home. ;t:ak::hed hereto are five cot m :e,ials ,,ate l.iave be n able to asser:nble to ds,monstrate that tl-C prnper. Y has hadl a;..,ur bedrooL:ns since at last 1991 1. The 191,11 "Fact and fi.�ature" sheet from the listing bror er; ?. "l'`rie 1991 SepHC inspection report:. �. The 1991 Appraisal.report; . .A plot: plan from the 1994 refinance.; `�. Co.pies of Robin Kroopoick's 1.991. and 2011.6 deeds. 1a1,-ase let place this on.the calcr:idar:Tor the, nexT rnecting ofthe 1:3oard Which I urider•gtWld is September 28"' at 3 PM. Sincerely; 3 r Jo In,so Residential " 1 , Property: 175 Scudder Ave. Hyannisport ; Price: $iV9,000 HOME FEATURES: 0 Style: Cape Cod . ; z : 113 Total Sq. Ft.: @ 3000 sq.f t. Bedrooms: 4 Bathroom(s): 2-1/2 1111 Bsmt: ❑ Walkout ❑ Finished KX Full ❑ SPECIAL FEATURES: Garage: 2 car attached Impeccable & exciting home with tile entry, formal Exterior Finish: Clapboard/shingle sunken LR w/raised hearth brick FP, formal dining r. III Floors: tile/Carpet/wide pine large island kitchen incl. DW, frig, compactor, IN Age (yrs.): 12 Jenna:i.r, wall ovens. Super family rm off kitchen Heat/AC: Gas FI1W - 2 zone and the piece-de-resistance --the master suite l Deck/Porch: deck Cedar'walki.n (huge:) , mirrored sitting/exercise area Fireplace: in living room and truly luxurirnis 9X20 master bath -- mar.bl.e,jacuzz: Rooms Level Dimensions/details double sinks, mirrors,huge 5-head shower, Fully LR 1 11X22 sunken w/fireplace delightful ba"-y r a fenced .& _gh.._ul _.,��d n, cutuo;,r DR 1 10 X 13 builtins & the flr shower, piped gas grill., sprinkler system, Kit 1 12 X 18 tile flr/all applianced kennel/run, and good-sized deck. MBR 2 11 X 27 sep sitting/exercis( Sep a eatic IN Private ❑ Sewer (town) BR 2 2 10 X 12 BR 3 2 10 X 12 Water ❑ Well U Town skylight Real Estate'Taxes: 19 90 BR 4 2 10 X 13 skylight IN Assessed value: Land 43,300_ gidgs 134,000 Lam Rm 1 15 X 20 builtins & wet are Laundr , LL a 6 Taxesn1535.4Xl1ap # 289 .,-Parcel # 167 Title reference BK 3.041 pg 23 ,"— CTF. ,,..,._. The information herein is deemed accurate but is not warranted LOT FEATURES: .24 acres. All immaculately and tastefully landscaped. Level with lots of privacy in fenced rear yard and side yard. COMMUNITY AMENITIES: Zip into Hyannis for shopping, lunching at all your favorite eating LIBERTY establishments, etc. and short drive/bike to' gorgeous Craigville (508) 428-2300 Beach. Liberty Realty ........................................................$....................................................................................................................................... Directions: Craigville Bch Rd. to Smith St to left on Scudder Ave. All Brokers/Salespersons represent the seller, not the buyer, in the marketing, negotiating and sale of property, unless otherwise disclosed. However, the Broker or Salesperson has an ethical and legal obligation to show honesty and fairness to the buyer in all transactions. KI:J/ Lj/Zoz.L li'rici LUj1D0rV400 Q1 pA. _ of INDIVIDUAL SEPTIC SYSTEM INSPECTION REPORT New England Professional Home 255 Whipple street,Fall River,Massachusetts 02721 Inspectors, inc, call 5D8*675.8511 In Mass.1.800-351-1144 Outside Mass,1.800.222.9281 CLIENT: SITE: __ �¢.]► �"Gilat� ..... r�1 BUILDiNGerYPE: �j-� j. AGE: — DATE: _ ,,..7��=�-�= INSPECTOR: INFORMATION BASED UPON:Visual observations by inspector at time of Inspection. Information supplied to Inspector by:. Estimated age of system_. (L-+17,..yrs. Type of inspection requested by: .m. . F A.Visual inspection with water running 15 min.or more, Cl 8.Visual 'inspection with measurements of sludge,effluent,and scum layers. 0 C. Visual with measurements and use of dye to test leaching system, with subsequent inspection of leach system area for the purpose of detecting traces of dye within the confines of the property, _.._......�........... .... _—.._.._-------_-------___. Comments: ,bV'Q......_....--...... !!J -----__,,,! ITEMS INSPECTED: -Mnate A,BasQmant piping ITOM c;eAn•Dtil to loundadon wall., r I i l _ ❑ #,❑ � � �QQQ B.G,ading of land above Z�Zu�ncrete) ,,.,, ❑ 'i u ❑ U `� .. G.Covers........Steel.... ............. C7 ❑ ❑ i CJd.5iructure of ibleank or compool... ..,, i ❑ ❑ C a Ca Metal ncrete Material ❑Stone E.inist piping... Q Cast Iron 0 PVC ❑Other.,,.. .. L7 ❑ � 0 ❑ i� -����• mod-•--•.•--•••••-•— ' F.Outlet piping...Cl Cast iron / PVC ❑Other. . I i ... � IJ @t,,; ❑ �� ❑ �. G,Distribution boxes if accessible............... n �01 ❑ rt H.Conditlon of"T's"or baiflo$,,,,.. ............. I ❑ 1 l7 l ❑ Results of visual Inspection and optional tests and analysis requested by client: The inspected system exhibited no concerns and operates in an acceptable manner,within the par amelers of the test/inspection methods employed on this day. ❑The Inspected system exhibited concerns,and It Is recommended that the client consult with a professional sanitarian about concerns found through the inspection and any other concerns with the inspected system. SEPTIC SYSTEM DISCLAIMER Na-;;uarentae or warranty of any subsurface component Is made heroin.This Inspection only rates visual observations of the systam's workability on tha spocific date and time of the actual visual Inspection,Soil condition and composition is not rated In any manner within this Inspootion report. New England Professlonal Home Inspectors,Inc,advises[is Clients to Consult with appropriate spaciallsts within this field,such as a Certified soil tesfing proreasionai, Thiy Fa riot o coda Inspection.No til>ko,rminction Is made concerning any code compliance of the private waste disposal systems and thalr impact on water ouppiy ayslems,such as wells or wetlands.consult with local codo officials forapproprlsto plans and documents. The first phase of the private waste disposal system In5wtlon Is strictly limited to the accessible workability and condition of the system holding tank.No determination Is made as to the leaching field's workability,in the event the private waste disposal system has bean pumped within the last six months, no determination Is made concerning future workability,consult with the property owner as to when the system was last pumped.in the events cronarty has bndn nr Is v2CAnt for six months,Tndaferminatton fa m:}rlq oonearning fvluroworkalwlily, I have eorofully reed,understand and agree to the foregoing disclaimer, CLIENT _DATE_, WITNESS DATE williamt Debs cREA a UNIFORM RESIDENnAL APPRAMAL_REPORT ralAN& i'PApMy Ada.. 175 SCUDD�2 AVEPICTE CMrw T/ea N= � uvmmst DISORETtONAAY use ._,.,. ... .------.,.�.. R HYANt3TS cadt+v�BIE _.our MA ao cx.. 02601 s.r wu. ♦ W_,__ _.___.,. . n..orobn t]13 BCICJK 3041 PAM 023 e a.drdoopdp-a ROSEN, ROBIN uao net. 289/167 Moewo AMW t 145 000 —of sea PERDING e r P mG rrs APPMtBm Ma+aa TM y Qde dwm*t O**m pm ne dW• UA coronfa- a�Teomp t_ 1,535.42 Tu Y«r 1990 MOA two. WA �lw by eaw t tw -c4-e AIIE'M72MUE 0>'6P ?3 hlt tFS70 d A w i Ca mmw ue M! N - CTAt 'Y APR:?AW-L CO. €'De Atmo mm twwoe t'LOCATION ! `I SAbtmsn �;.;RVrel NEmmoo*OGD ANALYSIS . . Good A% Par Pow OULT UP HUAeA O.elr Tt% 961t➢% .. U.%!n Rb% EmdoNwnt Smt�Y ❑ MOWN RATE AM* Budd X 8q- CamenYnor b EmobyKrrd U PRGPEMY VALL1Et ehnws'y 9taW !Deo?ntq Cameeaenoe to S!WfA'W TM.W.*d" PNEW.if LAM USE Y LAND Use CHM02 PgEDWWANT a om rAAw HCUGnmO Rmown Feo9P4e ❑ �' 0 I....J 9a r Not O=PANIGY mice AGE AOM"Of LIZ"" U w,p.F.my naq ❑X i.ale nmq +b+r o..+r 90 X t tt!ddf IYrN Aa-nr Cw,;-ffAkf X iaaoo-tem9y n P doer [ Teranl 10 100_..... 5 Peorcesn from W9Vnentel CCnepOa s (�] XJ ._. To: vemm Nax1 X 200 Nigh 40 Poke d Pse Pm.euon .._ r E. 0 �,and<dtihaf —vm=m(ew 3%) Pndm imsm Ge ffll AMM MO or P00fte El EXI(. U V.c..a 05 130 • 25 1 Aroed+ouonm A=i mow Rwe w Ae&,m ate{ham of a r»glboctwd Ps nor oMWO-.d-mb allPr W%m* goAwtxFs SC� 1S MCA= IN,THE VI AGE OF HYANNIS ZN TIM TOM OF BARNMI�ME ON CAPE _ SIC)F�S ARE LOOM:WMEEN 1-2 M,TI.ESS 'S :1 BEAC S, AND �A2J3tG AFC AVAILAffiE WIZfIIN 1-2_ OD_ HOUSING mim CONSIST orftAl3C3E5 CAFE_03D AND G DESK ._SC4�7C)LS CHURCH AND Dnw.do- 10{)L/s ROAD EROMM _ T°P°g Y LEVEL'N...s ER...,..-.._,.' .24 ACPFS� �o. NO s>n .24 A_C�/AVG SIZE ~�mr<rq G'-f1JAo�9on R$ - Z►+o CompWw C S��shape RDMANGULAR i wG9EST a Sc'4T we; Pne6.d V+• YES Od...ue. NO Dnkaye NO A�PP. PROS= 4: tMunEB PubM t~ SITE-WPNOVINIShn Ty" Pubk P.Ma- vin. y:,cy A i sw.I PAVED ❑x a AVER= Qd ,p„ LJ LJat»-w GRAVEL, .,Web,... }{ Bldr.-k ......�....... ..—. ... Appe.Ml 6amMle NO AUJk' F._.�..:_.. 1-- .. ._.,�___.._.._._...._. Geeet FEMA MOW Mw.d Yw' No ^}( FDAA uAveo» 2500010006C Ae.r 8185 81orm 9.w.v GeoNM�TSTscAaysPAt.aw..+e.m-nb eromeymsrds eP+Wluwume mae.Pau etaj T SIT£I5 A_LVEL rh" u P9lsnSEU3r , SO'I.` MISTS1".41G OF A QWS IAM AND P5AA7L1t2E �._ 'II�t2E„IS AA GRAVEL MIVEWAY. PRIVATE WASIE DISF SAL SY, OD N. NO AMMSE F.AS'EMF�M OR EN C O.. 1N'2Jr1�i WMN TO APPERA.TSEt� �QENggA1 DE8CA1PttON F.7IT'A'AtOR fsF1X".RIFTroN pDUNpATiDN SASEtAE>rt .. .'INSULATION juNa 1 Fawdetlon PRD CXJNf. sue NO....._.. Ane eg.A 832 ..... "°I _.............�J saw 1.75 E*ftr weu CLBL)f WCk�._i emm cola ' .:.31$ w PNyMd _'Nft.v YE i XJ _ _ j Type tooVAel DET, p W Gunea ASP43ALT 6e emem YES b9$ :Gm➢ ;JOIST° wee YES I_}c,� .... _................._.._........_.... _.___.. t;Door oi�* CAPE CAD t-wftm a bwgft, AIMMM '9+mm Pump NO was Pm.CONC. now YES ... --_.__................._.._ .............. YESTMYdp'N TYPe wfl D"" Rz ae�,vneee NO I:RTID. Igoe PM.CONC. N.r- I__...J t P.o-W .NO Sam sem YFS Senbm.M NO LVID. NO Adewear AVG L� um*codholon NO A-+e+e YES. jjNae.+.ron NO EVID. t-WCRWW.lwmc tt y Ape(Y) 1 .. M-1uuAund Nvuw NO q.Mcd-Age fy.ed 5-6 —•�_, RAmoF Am. Rea F+m Behoant d�nf uw+ay Oo»r Ans 84 R AOOMS_ ..I_ T; Foyer Lh!Mip '..,�, pHnp_ ceder Oen .._... __...... ...�....`�__ �3 6eeemera �832 a�tow, ARFA 1 1� 1 1 .5 11210 V; tewi 4 2 __,1 359 y —^ tarbhea.+e►awl v!edP aorm.kis 8 Pooms 48admwn,ei; 2.59emfsk 2 5695aucte Feet of Grow uwg Arne SUAFA= MuemkOwlow HEATING KP,'Ct m coiIP ATM WROVEMENT ANALYSS Good Avq,, FaY.....(Po-or.. Fbwe `d`rj` C.+D TWO FHW wntpereter ��a#ry of Consfnrt�w� ❑ )❑ 0 wehY„�. �'-FUX70D,FGD Apl GAa Perga•q.pr. ©je+oH U GdNphnMimpmvmerde f K ❑4 �] r;¢TA»!A'+W E100D�Gb rrvnepn (COD 17uMul umo Vair o Aoont 9lapoj vu! � x U U q�roe+Fex r VDrf _ 'CGD wY X G Gtdrwer-. }{ AN* Cto+.0$Ad SkOo is n,etwes.da mmu GD Gommg FeMtA>a X Fbw 9eway E!+d—ly I �epn WOOD'GD - NO Gomv.." How PM w mt*v•AdoeoiaCo.*Aebn L® _ -- ;A oe- NC3tE w..►-no,.r ( Fwad-d u •A Seweoy a «. A1. a cordxan �A Mwo.n+ I Rmw,CshM6•Ae.w.ry a Gonddon LEI �'rrept•ee{e) Hi2I._'l'GD e 1 AftWM AVG. !msmom ' i to.pe ulmy b NNyHgRgod X119 CAR STORAGE GeteVe Lr Aftlh d 2�A4"uev i X l NOUe► X Apped.d M-kiiehSy ❑ LJ Y No.cm 2 cs pcd % eebd-d msdew•» 011 Pray t E.o uMd FWNV ng Etanomb t Ne 54-55 Yn. .,Oeeullen. GOOD tier- J.Sutnan . s Beeele non. ;j0eeemem Enoy 1:Ee+ImeW Mme!anp Uer. .-NIA Ym ZY Ad Mb W r.btne THM,I5 A RAISED HMZIH ERICK F RMACE IN THE SMMW.IZMG ROOM, FAMILY MCK OFF laMIEri WITS 2 SETS OF SMERS TO LXFM DECK. MASM B HAS EXCUC7SSE AREA AND LARGE BATHrCM WTM JACMZI AND DOUBLE VAtVT7.'Y. I.ARIM WA= CEMR C MT 3N DOSJ3!it HECFUCM. 0 MVNa.Mn,P^Y+oA�wam+w utd�w nu�►ara rot++nv+w ,r «aii ME SUB= IS 14 YFAR_OLD.CPE STYLE HCME IN GOOD OMOMON. THIS APPRAISER HAS LIJTEE�IIJ`NED THAT TM PMPER1r'Y IS OVERT3fTM FOR TfiE E AND 10%'OF 7HE FSPR XUCTICN COST IS SUUHaCIED AS FUNCI'1C NAL 05SOLE9CE= IN THE GUST_. ?i CH. CROW 1XVIM ARFA KLO[t(� To a1 .00 FLR u" T1.TN 27AETI�*"2 GTrPtCtfi. G� DISC. 7 YF2CaAL M.AFFFJ) r Gs-ro ne.d.t eo.di*-..e p...tww Pd rcpea!t-Rri.�+nPea.....a.rt>hv e.n d►uw,mi,►,w.et huydd.r..M oavda�r MATd{EI'.II�TDES iMe C70RRF3= OVER SIX MONTHS CM TO AN_OVEEMTPLY OF PMP��'i?f'S.SAlES PRICES„HAVE OX UIED �DURII3G 7}iE PAST YEAR; HpWEVF#2 SCte STABI M IS EVZCENT AT 7HIS Tom. SAIE5 CONCESSIONS ARE __ — F. v�rr�D11 iD�pF{}i3CA RESI_QEi371,�l. APt°�ta.SAL-�,„i��P?t)Qlf �o ram.,, ,• y of Ain-1.1 b b mA.M.Maaou Vas»as d-dnsd In ma Caromtlon 6 Bteiam m of Lw;'.. Ceddebe, . rxn bwa exetCN B,iOw 04008 LIVING AFEA AAWE GAADO WTIMATED ARPgODUCTION OM•NEW•OP W"OW NINTB . n a a.da4 l+x v�..a.u..,tea-a+r a*-aH ceftbd vo ma.aao.ai wm,.A^a e t ea r tie 2 564 ti t t 45.00 21.00• X .18.00, X 2.00- _ 755.DO• LIV/2 t,a.t s 26.00 X 18.00 X 1.75 _ 819.00 LIV/1 en.. 1 MEPLACE ^. 31800- ` 26.00 X "14.00, X 1.67 607.68. LLV/1 AD171'LM1.5�BA1B INQ.D JACITL2T. _ „6yODD I: ... 24.00 X 24.00 X .67 = 385.92 ITV/2 j ft.m,i e,«vy gm*m mm 4 SKYLT3 2 40n _� GFSS LIVING ARFA .{mlulded) 2t569, SF. cereiea,Paea,aft DK 318 SF @ 5 tenpeCa w I 576 so s e t 18.00 10,368 TOW •tad Gat NM F,um l 139j73 (L40 8 _ . . . Daaadstba ..:«y8d.38611339771 ..........�. - t 22 363 ..._ Dopndeud vaa�a ImS,a+Maerea. i 117,410 3.500 h FIR ARFA•FST. IS APPROX. CWU W/t EgATTCM OF orwr=NM.vA we. �,�.... ...,. s_ R3O 000 NO)MS'tIRAME CXn`L4�,TO VAII7E. {a Iaaanp2 arw,aW wwliob wax.I murATED vALUF BY M;T APMACH.., t 1.50,91,0 •(NN P.Mind by A A,%Mao erd Fin,*Mael Cmu dkmW.-* j Y.a l NO j De-e P'a+M aamm+n b•opk.b4 HUDNA piMMb a andeMel 'fag No N.aN m w-aamy PmyAm }} o No,m%h: N/A w-m,rty r---p.EIwk- _« - t @+. TAc pndernpretl Lobo mni-d ihf.faun:dada M 0•4a.nkaA ar»a1 a1uM vd ne 10 ee fnd has-"end 1*0 11 ee mebt am The fteka"Mi vdud.a a dmlof t,,,. AfkclnY�dp ma;Mal rastUooi b 11ma aama of aIpNN.EnI wdpdan baMeen 4te a aM dorro,eaa Mi aroaa!dea,d.Np,+aNa,+t dam n tn.ee•ehwe4`Frop.ny b brfkv io of mdn ll rox M bow A,bNa am"is ad}}�Im,Am n*Ada nwa de tntllat wWd ai eubkdii p•e>,indram n.m h M moriaamtit-r htoubr b,w low t Wt avwA awk be*miss pws6y,s ptu11*) Aaxn.i�'h..do,Bnx banoYnd,M Wfieatad+a7ue el ar xmo& IfEAi euBJECT COMPANABU NO,i COMPMABCL NO.4 CCMPAAMLE NO,0 175 smincim AV.EIJUE 26 ELAINE ROAD 240 SEA STF= 76 C�bEPO7NI'RD Addaaa HYANNIS 'WPST HYANNISPCK m..m..: HYANNIS. _ CEAirERV1 . «. «.............:.. Pia a io a r 1 6 MILES WF' T_mm.5 MI7.1� EAST 2.9 K= lei -a.rYa► 145 000 ' 130 000 iµm 140 000 / '� ' 139 450.� pnemcrose G r p A a. 56.44 (b 69.1 L / 80.00_�7 Ff� 51.55 o.mse •• ON SIM INS ML6�C�T,SITE NSP� 'µx SON SITE INSPEC MISS/ON 52TE INSPFC VAW6 AC.U81M9JTH D@S�r 3pT-.t?N DESCAOrrICN . i a kfeetmrm DESCiirPTtON r U s Adyefmam -OEBCmPTrON ,! t Aag�samna I GwdacJaa %!/ j NONE RNOFRd 3 9:�'E lQoC1F�Q NONE Km 1A Dai.et AWTMA dE 7i� 10/5/90 -3 300 -4 0UC' ' 10 5 90 3s500 ti -- - iB t«I�. ._.........«....__.... AVERAGE XvnAGE AVG 2?..._)'�AVG 24 T•�.✓AVG _.�.'a A41 3L033 52 .Al,A,r- il� _..._.._ �..------' ..... nw�ed,A »,a,,,,,•,,,,,,,,, CAPE OJD/A 17AF�;. (s7DrA. r [xJD,frvC, :........«. CAPE COD/AVG 1yMCq•,anucAM, ._... : AJ'v. ..... AVG •........_._..-.__ AVG 4 6 EFg 3YFS 1 EFF 2,500 55YRS/ lOE?r'F�+2 J 000 1MR5/10_._EFF +2 a 000' lr Ame ._,,.,. ..... ..^t _. GOOD I C�COD GOOD AVERAGE +5, 000_, ......... , . Abo.,.0.00 Tarsi tfixma HaN Tel tldaal Wane Tdal UeXrna a-e,a ; Taal DAraa no�rA Amin 8 4 2 5 u 6 3«," 7 +2,000 4 2 +2,000 9 4 2 5 1N cnb.U rq nna w,,,••, w,,,2y«569 1,880 s.P.i +10 33S 1,750 ^ +1.2.a 289 2x 1Cf0 .t . 1z 965 i FiaaemAm a w-nrod �6y9�$i�A4�fiTT11i��T+'y(� ��F��T/7y�y+�L�E�St��l�P I,000 *FL�tLL�B}S�M�I)' 1�000 �7�.7y$ i1f{:nWlna Eleb-t3nd�... NO L.11Y SH .NO FINISH NO 3 S1YiSH .. NO hd .. .. .._....._......� AVGr . _._.. AVG AVG AVG ClK}2 CTr ONE CETTF?Tf,'xL CANT .... €g 2 CAR AT TCH NONE W -+7 G5O0 2 CAR ATIC H 1 CAR .AT +2 500 E ?.Pau+ea Pax IA2M DECK NONE +1,000 PORCH ,000 PATIO eawa,e-W 4 S MGB S :NONE +2,400 14ONE +2,400 NONE +2,R00 Dhd(..a.wa,-e STANDARD S'1AN[ RD STANDARD _% Not 3-A my X 16r435 X�+ $, 6,185 ix!♦ is'Irdkeiod Vow j j d�ue�x: ° _ f 5 146 435 ✓ g 146r185 ``' ,5 143,385 :,, cemmAde aA 9.4a 0onma loon MOSS LTV NG AREA IS ACJ LMM 0 $15.00 PEN..`", 14RE JUOT. 'I:i AWUS•.tc^,D FOR LEPWICIATION @ 6% PER YEAR. ALL CWPARABL,F,S Xv" UL"fir EQUAL IRMC 7,' IN pE'it IiMtTLCt7G THE INDICATED VATI E RY SAS CSPART.SCM. INDICATE)VALUE BY SAL[ COMPARLSON APPROACH......... ...... _ ....,.... ,....... .......... t..........146J O0 i INDICATED VALUE BY W ME APPROACH is Apaawba.l Emheed Marw Roma N,'A AMe..one►nm Midlp{.r N[A-• t N/A !W T AW*W1 Is mode � If* U as • xMod b aw NFmov.*%nmp*Aepoemms e,Wm"ad-d bob- L six-06ftm nw Vw"and apeMba*- cww wn s and oftwoe r NO CiONDIT U S ON VALUATSON. IN:'.J=Cl= FOnAL DAM TO tETER ILM A a;RELABT-E cuss PJES tMIT MULTsE'L:2. _ .. E'iYw ncvn dlaupn: SAL =MARISON ANALYSTS IS IVF R M_ INDICATOR OF VAM AND IS §jffRD HERE BY 0, U E COST AMZC CH. F(t W APWSe of b bamod pmn Ce Abbn WANT eras,se adift&fbr.WnMlpaid gad u"to.110 ft aM Mandl VMS"Ihq ml bout an am"ii i'I-.I PQWh 10.1C dPof VA wtru0lb0a. F a ir•dm.A1.o Peep A29,Mov 7 UlN 6 Me.Fqa 104b(ner 7M)tW-kh dW d is a iGafhM y1 Mq Wrau rE THE MARKET vAI LIE AS oEFlNm,OF THE StfBJECT PROPERTY AS OF_ 3 �e9io o .146/9 1 4 - 0 0 1 N+a)mrt!y:bout Id 1-boat a mr loin?Irmoodo IN bea(as has and datr Used Mnn era bode and monde not i Ma3 v�h h^P*d Ina W*d rcMM .boss►e+dr and WN SW (S.trio memo om*wWov a.pedbn eI a!m,mpembi-Was dwd In""oet and mat I(+a)have m web*omd k0ma;Meant w prooddM tereh etl AeaaAipGa�r� pMCa+APPiUlSL7I `" A pY Slpnetu- 1,- `�9tk?5 - M0) 81oA+A,r. f+^-./ Ztl,,,'SV:''J'4"i ..««.. Diu XO Dld NM Name W. kiln M C R.E.A. Name Ji M, IMP"t-id" FrW-6 Mac Form 70 10/86 _ .TCrrAV appmftW softwam 44 a k ads / y(" '- Famnl*Mat 1004 me BUILDING SKETCH ADDENDUM 8prrpwerl�llant F osw RC1BxT1,w . 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't'DTAV euhlrann tq a b mods ht f(8m) 869Z5 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA a t; { { �t ��.��, '""~ ��r~�� .�.,..,..«..""' f is ^• H I i j Zia . }j 95 y —04 + / lV_,Wv t fi n3 NJ s a q- 'a s t} *t ?-Um', f( ' nf..t 5i `..:.. j_f.*;�;✓L'' x •Y, r� p '�. `,i s a g N 'y i,, r vx q P.e " a� �d $<4 g.y k �J ^r'4 * F -�' , d`^✓ ✓aK-,p M 3N ^1k^'"f 'Wfi' 2 '�1'C)v.� „Y « yy '�t�qk i% ly,R•C Y°q4��my�•..P� �S.z���� ..E � 1 Y� fit. �., 1 "C $7 "4. f �'C✓� P -7 DATE: ,�s`'Y ss.�,�."y"� t �r w- � .......--•--.-....--........ .a- �� .,«w fa } "A � Yr-�;, a �x '�r e «a °'x"'.�x' 3�,xq'�y 's" i it /�?�4_ �+ew '_-.DATPD , t cam; e O krx i.� .,d,,"!.?s:.f'y?p y/ y�}jy�j g„�f� ryas �/�E ado P« ^�, x ar!✓/ gy. y R� �s� 1 �^ .✓ Cd Guh✓N+ w',.+ +� �� ""4• ,k ay�1* g k F� .u '�`3 y p { "REBY CERTIFY.THAT 3 s $" r;{ �: -'` ��a ,f" ".' �+ #ate: s "sv T s• k '� 3 x n g°: i�yy 8g�q��+v y+� y L,s �t�+ } �p }� r '� ,� ✓a 4 w 2,s '�'. Y x,.s � t f �,w � a ,:�' d,r s; ati'�RMS TO S H-E ZONa'i*d 4.�-LA THIS C�KTJ # k 2k f z to F !' 9Y e, k4 % .F44 �� % pk ys. ,lk { N✓ .90 W,'T f N lr ��.jj y y p ,f @ y�{, :.k.,y s�; r` awo. F.- N! 1 E D .O 7 T9 AP '"� .x........:..-_... �r�.., e �S y ap F i�✓��p'y£.,�i ,✓� �* ✓ a�s���^ �,� ;�� ' ', w�" 1'' q"%�5 rr;°w'" yt• .5 za x s k n 9x //''•��ffi�g(p�hJgij�N�jIt�j�'�/ cN..S l'F+tTd,Y '"r,E'`"..✓"2P�.rora�`"ii✓e"�: � e ��..r,.a .G''* *m�' � f e� , �*',��,$ i `�,� ...� 4�. '"S" t ✓ COMMUNITY V{�',3} Y �� F' %� 5 i�/N %'«e: 1�8"� S ,'•7 � F NOT)AACE P$:W AN4J -' € j # 0 . , �, x*W Yt fry Pf ( ' FOR PEN C�"L �� � ✓� *'t� �qa��$ �� a� ��r xr$�� � y �. �..-- m � F k .� x d}m'y� ,e�ai�P' �z-w aukrran{.. n•«,...w.{a�..��...w.,.-�� ... ."..�. .,�...,"�"..» ..«».M.�.«.. .�. . �. . . 1 BM750i fAu 1,32 164i18 QUITCLAIM DEED I gg We, ROBERT G. CANNING and CHERYL B. CANNING, husband and wife A' as joint tePihn0s,Tboth of 175 Scudder AvebpeC) hTannis, Barnstable ! f County, Mass ciNsetts, for consideration zpf�7 ONE HUNDRED FORTY FIVE q+ 0/100 (S1d5,000.00��? OiZARs, paid, grant � . to: O I A L O P F T C I A L BIN M, ROSEN, Indio' 1 'r C O P � C3iC3 1V Y �. of /1'o all r s"f'-!JntZt . yJg C(.�Aj4eA,3,yr 0744-�--l$5p with QOITCrXI10 CrJENANTS, the land, witliNto Suildings situated :_ thereon, if n33� in Barnstable (Hyannis), a stable, Barnstable p ' Count , Masshta4�etts, bounded and describs follows- (street addrUsF 7B5 1cLQdeTr AAveliue, Hyanni�O.4-1sFac1uQtt]0 A j, �z On the NOort.hwe + t by the public way c1.1d`SctiYdder ;, 4 Avenue, One Hundred (100) feet; L Northeast by Lot Six (6), as shown on said plan, Ninety- 9 y, two and 25/100 (92.25) feet; Southeast by Lots Twenty-five (25) and Twenty-four (24), ' on said plan, by two lines measuring together One `L hundred three and 15/100 (103.75) feet; and i 1 Southwest by Lot eight (8), on said plan, One hundred ;? l Fifteen and 14/100 (115.14) feet; y containing 10,400 square feet, by the same more or less. Said lot is shown as LOT 7 on a plan entitled "Subdivision of Land Z h in Hyannis and Hyannisport, Mass., Property of Alice S. Paine, Jennie K. Paine and Maud M. Bacon", drawn by George F. Clements, pS C.E., August 1928, said plan being recorded in Barnstable County { €� Registry of Deeds in Plan Book 38, Page 91. Subject to rights, reservations, restrictions and easements of \ record insofar as they are in force and applicable. For our title see deed from Robert. G. Canning dated. January 7, . 1980 and recorded at Book 3041 Page 23 in Barnstable County I ' Registry of Deeds. Ii WITNESS our hands and seals this /9da}�` '�r ' J III err Robert %nn�n "o ~ Chery3: B. Canning !J ss COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. ��1 r4l 1991 Roucau.eunat ( Then personally appeared the above-named Robert G. Canning and a aknowledged the for tvx,Av Cheryl B. Canning and ac o be their free C uUN%— fa AT LAW act and deed, before me, � TEp btAtN•'T"• HYANNiS,NASS. tV 4 -- o DEED—s ' .XCI:SE Notary P'b �^. �� _ - My commission. exp=res: OR 9-9i RECORKE',APR 19 91 a [i is f• Y Bk 29606 Ps O '20325- 04---26--2016 & 03 Z 02P N O T N O T A N A N O F F I C I A L O F F I C I A L C 0 P Y C 0 P Y N 0 T N 0 T A N A N O F F I C I A L O F F I C I A L C O P Y QUITCLAIM DE' >' 0 P Y 1,Robin Kroopnick f/k/a Robin M.Rosen, a married woman of 30 Old Mill Road, Woodbridge, CT 06525 f in full consideration of One Dollar and No Cents ($1.00), grant to Jay J. Kroopnick, a married man and Robin Kroopnick,a .. married woman both of 30 Old Mill Road,Woodbridge,CT 06525,husband and wife,as Tenants by the Entirety, with QUITCLAIM COVENANTS The land, with the buildings situated thereon, if any, in Barnstable(Hyannis), as Barnstable,Barnstable County,Massachusetts,bounded and described as follows: (street address: 175 Scudder Avenue,Hyannis, Massachusetts) On the Northwest by the public way called Scudder Avenue,One Hundred(100) feet; 71 C Northeast by Lot No. Six (6), as shown on said plan,Ninety-two and.25/100 'n (92.25) feet; h Southeast by Lots Twenty-five(25) and Twenty-four(24), on said plan,by two Hlines measuring together One hundred three and 75/100(103.75)feet; and al Southwest by Lot eight(8), on said plan,One hundred Fifteen and 14!009 �e (115.14)feet; �l .li U; o Containing 10,400 square feet, by the same more or less. PQ o Said lot is shown as Lot 7 on a plan entitled"Subdivision of Land in Hyannis and N Hyannisport,Mass., drawn by George F. Clements, GE.,August 1928,said plan being recorded in.Barnstable County Registry of.Deeds in Plan Book 38,Page 91. d Subject to rights,reservations,restrictions and easements of record insofar as they are in force and applicable. The signatory to this deed,under the pains and penalties of perjury hereby releases any right, title or interest said signatory may have acquired under Massachusetts General Laws,Chapter 188,commonly known as the Massachusetts Homestead Act and. fm1hermore state no other person has tights of homestead in this property. Bk 29606 Pg51 #20325 For title reference, seND@ed'of Robert G. Canning an&tarTl B.Canning to Robin M. Rosen recorded with t1*Barnstable County Registry of beds at Book 7501, Page 132. O F F I C I A L O F F I C I A L C O P Y 7/7 C O P Y Witness my hand and seal thi -'`day of.April, 2016. N 0 T N 0 T A N A N OFFICIAL , F. �� I C A L C O P Y Robin Kroopnick f/k/a Robin M. Rosen COMMONWEALTH OF MASSACHUSETTS Middlesex, ss.`J r On this ---day of April, 2016,before me,the undersigned notary public, personally appeared Robin Kroopnick f/k/a Robin M.Rosen proved to me through satisfactory evidence of identification, which was_ _ 1 T5_GIC L"h _ _ to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose and swore and affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. „ Notary�Public: ::�tica�ael J. Barrows ` t,�� e n ��,? ;. My Commission Expires: 4/3/202 N1 ro ,1� +�. BARNSTABLE REGISTRY OF DEEDS Jahn F. Meade, Register N /......../..._.. THE COMMONWEALTH OF MASSACHUSETTS + BOARD O HEALTH V............... .....................OF..... . ....4................... ...........:.................. ' l9 Appliration for Disposal Works Tonstruttion ramit Appli • ereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at Ps .......�:�....................... ................................................... .. ........... ......... Location.Address or Lot No. i.._.._..--. - _-- ._...E.. �.S�...... Owner Address w ! .........A*.JA c.... Installer Address Type of Building Size Lod!).Z� ..Sq. feet ►•� Dwelling ffNo. of Bedrooms.............I.........................Expansion Attic ( ) Garbage Grinder ( ) Ad Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ..........................•-•------•-••---............................................----•--•--...........................................---•.•_.... . W Design Flow....... ........................gallons per person per day. Total daily flow._.....7— ...................gallons. WSeptic Tank 4 Liquid capacity.l allons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........!............ Diameter.!T(0553-P Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( � Dosing tank ( ) �6' /OG� • 7 7` 7 7 a . - 7- 77, , a Pe-colation Test Results Performed by.....0 . ��.Wc1 .ti. .............................. Date...7.................................. Test Pit No. 1..... ....minutes per inch Depth of Test Pit.................... Depth to ground water......................... 4i Test Pit No. 2:...............minutes per inch Depth of Test Pit.................... Depth to ground water.................... _... tx ...-•-- ................ .................... _ O Descrip t,.of V1-- r............ X ---........... p f!/� ........_.. ------------------------------------------- ------------------------.--............................__._.................................. ................................... U Nature of Repairs or Alterations—Answer when applicable...:........................................ ..... .................................:..... -----------------•-............-----•------------....--------.............�ttemin -•--............ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposnce with the provisions of'I U 5 of the State Sanitary Code—The unders' ned further agrees not to place the system in operation until a Certificate of Compliance has is i by th ealth. Sign �.... ............. .7 .7. ._ .. .-- . •. .. ...... . .. D e Application Approved By.... - �. ...�..7...... ... ..... / Date Application Disapproved for the following reasons:..........................•-------------....................................._..........................._...._ ..............................................................................•--•---...-----....-----......------...........................................---••-----------.......----................ Date PermitNo.......................................................... Issued..................................................... Date • 9 ��:� : . ,� .i �'.� ``.' ` N ......... Fps-.:1�.!S_...... OF MASSACHUSETTS lk�BOARD O HEALTH ..........i;F...................7.OF.....00..4.0.0!.. ................................................ Appfiratilln for %VmW Works Tonitrnrtion rrmit . Application:is hereby made for.a Permit to Construct ( ) or Repair ( ' ) an Individual. Sewage Disposal System at ......E..+.�' €'+�.'t� ..:...`:.... "'�............... t..ur. :4 : .4" ............. .` '.. ._.... Loca ion Address a' " or Lot�No. S. lslbsl� k ar .+� ',O'wner Address ....................................•-••--- .._......... ...... .............••.......... .....'.`.... ............................. .................................. � yt,' Installer t gaan ' Address xs Type of Building Size Lot.. E .Sq. feet Dwelling "No. of Bedrooms.........<..:: ......................Expansion Attic ( ) Garbage Grinder ( ) 1.4 Other—Type, of Building ............................ No. of persons........._----_-__--........•.Showers ( ) — Cafeteria ( ) d Other..fi res .---•••-••-.._.....-•...................•-••--...-•---......-..-•---•-•- ---------------- - W Design Flow......:.::.::.::...........................gallons per person per day. Total daily flow........ - - ?...................gallons. 9 Septic Tank'—- Liquid-capacity.Jallons Length................ Width................ Diameter................ Depth................ FW1 Dis oral Trench—: o..................... Width......:..........!.Total Length..................... Total leaching area....................sq. ft. fi?, 3 z + Seepage`Pif N.. .................. Diameter.t..._..__.-:_:.-_: Depth below inlet._.................'Total l�achi area.................. ft. z Other Distribution box ( Voyo nk Dosing:: .(. ) !" Percolation Test Results Performed by..... ___/ ._-.,�i4G_-•:................-............ Date.... .................................. Test Pit No. 1...... ..:....minutes per inch . Depth of Test Pit.................... Depth to ground,;water.__......._...._..._,... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground''wate.____.::..._.._........ ........ O r .... Descript of M ... �. « ,+ ._......_. x t... ...._ ................................ 11 W .................................................. ...... ---------••-----..................-------•--.._-.--:._.__..-•---..__..__...---..........::......r................------.......... U Nature'-of Repairs or Alterations-Answer when applicable...........: .....:.:.......:..........y �;,:_....:___---__.._.-...__._.___.............._. . Agreement}: •................. •...�;_ - . __ , .. ., . ;'*.� ,. The' undersigned agrees to install; the aforedescribed Individual Sewage Disposal:-System in'.accordance with the provisions of TITI-S 5 of the State. Sanitary. Code=The unders'ped further agrees not to place the system in operation until a Certificate of Compliance h is t earth ry: Sig w 7 r� qf ry.. D .. Application Approved Date Application Disapproved for the-following reasons:........................ ....................................................................................................:.................................................................................................... Date Permit No.................. :_ .... Issued--------•----- ..._.._.— ,. THE COMMONWEALTH OF MASSACHUSETTS �. BOARD F HEALTH ..f' ............. OF...... . l ...... .................-............ .:x = arc i i�tt 'of Tomplianrr . THIS IS TO CERTIFY, Thati'1 e Individual Sewage.Disposal System constructed ( 0ko or Repaired ( ) by.."`............ WMz�w ► , *..................... l --!-_I.n.s ifL_-'_-•--••------ ......... :..................... .......... ...................----.. ................ ...............•••••--•---....... l lias been installed. in accordance with the provisions-of T 5 of The Sta4e Sanitary Code as described in the ' :Wt application'for Disposal.Works Construction Permit No....:.......: ............:'. dated.....: ~• ± ............ yv }` THE ISSUANCE"60„THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE A+ R oo 717 •h, ./ " � , ` • . .L L - -• ',:y• i 4i.... iarf in �����•ri•- r. ��.w�.w.w. Ak 4v4�i1?�.a� ,•• er'.� '�F+!y�. , ` h`r is� ..�• 1�� t � ' ,ti-� `.,�'+�..f 17w \..s ,r.L� •.� t a h •y-.' •.T ,•`• , w t �' ' , �•1+�J'.:,•yY• A ✓ +'•141 1,t � .�s•i��'•.• . II •�• • •✓✓�'4�•�.`'T.$ ✓+'�. .',)�„F'.•{1•" • � `.' ••S. i •Y�'•� � � •J r ii'_�•� � + •ar ,,�•-.�"�1►'kPMDA°�•r,i�: � i 44 •{ *.is i 1 � - tY` L'� 'a .t �:• 1{' .4.:+•, . .♦.� 7 �,f' ,�. Ctiv.4e4 • . ;`�. moo, o. . ��� . : . f�' ®' • ; _� . . ���• � . � FE lVel 1 O c- C 7 ,B44E QUID F. o' 7egd� ✓CN17N lSf,✓EO.f-��ACOE ''z. 4 C 4.�i^C'rSCfI ,, .0Y4 •,OrN lib �• 7 Cis, 15; AL • -J `fir. �• � .+. ��, ,.•�. .a � �+r'+'G�c� ,... .. ,✓� S. {. , �� .� �.7V A�y :'Y'•• r• t V ^ •r' • • ,��`�.��J•'�'��.�• �'••'r!— ,'`r '.••'4 - •• ^ Sr' 4if,`"•\ Wr T.. •, ., •SIB} A�.'�•� .;of 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: f Certification for General Use Page 10 of 10 Bio-Microbics FAST<2,000 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) 'su00sln6.WIs Pus Poo144+A aouelldww ul Panoww sppos-OJ0 woadVN+admd T 'low- 'aPs .0-P 6*.aq pnnv 'a p lteWalsM el U were 6unew(SOA00, ed +seed eypw jaw+P'sad".•-NA-1 Aps4 .4¢pa<,q aw p..W pus uW Ao (0'610 9'b iM tW ION)(lae04do)Pn'Cl 0-1 uWePeupea 'S ampae agl Noll IUOtA084 uo Peduy aw 04atiw W Pus BUTMV 4ue1 as P 4g,aw jaded Dumv wv low zw P APuvdm4 aw p.4-Aew wwp aw umnp ed lam'PM (uogd0 pe)la4spo Bun+.V.Z zi. .41 -0 ..P.of M-ueap 46'•14ue1 a41 INa+A)a1¢Ipeuwl'pm Padwnd uaaq say Pun an-* 'Z Pe d.A e n asaW ama"yl uea pua 'A apoP6a+'gal"ulPm.0 asew6 yaw ool (u0pdo P11)WS90 pod U0uWla qo.9 l l +aAfel 'E 11-;nap,Me euo Aloo 8-'WM-IAs aw P--qulew Iueupeaq uxop 4aaq al e6ug team(pw ul w'og)make 3Stl3N9 s s'llo'Sivd (uogdo 100))s.al1$lDoj Ol (uAay6 pup Buesas qpq 1n0dwnd sAe 1V'asN al pamq pus(s))enw/slad swam,aw wd0 1 pmpaalq+"-'Pam",Neu Aq ualaa aq pause (uopwaAo j q)dal PDi '6 i sxans'&Ad 1 PA-oglq'A mole weed aw u seep x4w aup9'sprygd mead 'a0ye6¢tN4D0N Bd0IppJ)WpPol lPoi .8 mnLd Plu1'fiRMO+arngq ylARWa is '7; -•,- y.poasP®w0aasvmpq BrIGBO p sapaaro o6a)P asodsp aseaw"Nel Spas P111n0.b 1 BulepoRm 18 '1 a xm,xn xsm txwa a .m+uan N..:wa an•?4*o3'aw a�:�w,m'ww • (. w m alN•'DaUlt. •A*oKn m awls eon 'w w04 s7hps to'.'b"wow a pal System Se1191 Number. apa.wrWaNwpgPW NaOrouuwuwMUWP4xwalmwuxgp osmutlpa.Y s1ON008d N3dV. Aew n'mAer.+al'Alpowne A,p¢pdu lvol mm Aq 31AItlNNOW111103 ypepmawYR aiplalAa,xaagtaeayad vaxAW pxsw Pea:aa a pasama w PamsP gsax AxPway'Mp.o�x ra�,lR,i.�l vme pew way oaw op.feu Pua Paw"n-vgaaam¢sl a1�A rewds9 od¢aa0 yop0o 011 u-ndo real System Designer Name: W*spew al Papm Aua"aM,aq'apaa asaua wro Wxge 1aaNVad awes Pa?.aaa Aa0'�YNI S31"M o0od '.u¢ssegaulm uoyomow we sangGpe lapmwumq 3ull(l Hd E)NldXf?d NNV.L ,aR.W. gdw,G eJ"y q pm aw Wp (S L' Designer Phone: jr wa-Mis.44 waNAa eP uI m"Malses a41 .4.a0 to wad e,o e&Wep Agisv+d _^ --wiftw APW ouozauo Aj-p w%BIeuoz V)Og rao dwnd M.WV s3WAMOV83ALLIOOV XNVI 011d39 5a6e4agP esvw'enauoH'glagpa A,waP6w `�i,F 1LJ" Health Official Name: 'suapasgptauopewdoeseta epe8uadrleswimnile2a Ntdde 9e1a111s(PV ICI mw Aq p R a'aaeb M-do Iwaobll.,SS o 6's 0 l@L'C slepow Stli ,nM lea aaueuelu"w -0'M(810)a lama w pa V poPe¢u Hwswd s 4mua BuPe4"on" se gsaxgaeq all eaay.Bam do Apam,d 1,T`° Health Official Phone: S'6T Vl' '6'0'SL'0'SZ9'0'S 0 slapoW -pwplmp cM'avl_OV aw4Apuawwugy pace um4 a&N=P aplxga Aewe +od slStli.041 (wa se9l.LZ gelStljw7ali llV aAPumba4-Bwo,uepea u"mpt: a - sa3I131ios/131VM-A 4. "peg P%DZ5 Manufacturer Name:Blo MICrObiCB.Inaamps'stmlagpaa 91pa4C f4M uewn4 atn tl'.310N'4saa aw 14 Palvaw lsel euoz Apepuooss ft pus jwe euoz OquIes Aexx U1.4 o'+opop•Agmuupe M a pauae+ aw 4wama Week mol P an aw apeaaa z, f Manufacturer Phone: 1-8M753•FAST(32781 oul pound sAwIV 6uldwrd swlnbw gum euo Nuo g0now We mum 4M dwnd s4omly eq pr xp suapealpaw Peden NIVUO 3M of dlw uo Asdw we uopgmep APWl'aa,sol; tt NM00SNOLL"(13W 03SnNn HSMI ION 00 &?Aaal-4 -1 uayx ump.As mianalae 'padundegwspwuluelotpllunetp)o u,ogoge4l.gaq.�.ESI.BMJs sNollt10193w ,nee w Paps am mlw P sepaen8 awV1 A. { Installed By: N'4uel 8`4 ul algel-a 146ta4 e6amis a6pn"WWI atg el Ilrlsw egl'(-Pq ape)-41 Y311111XId A710I31 W)pnpwd o1Svj aw.)0 WBIaV aw pewgns pus amen Pup oWj'luawngSL4 6uunseaw 'we W gljees aw mpua pu pprcalsooA Woo p�¢sprywe posepwnappae�walsAs amA pe4 9uxvlcap0uapexxxllsviPPuaps Installer Phone: e6p,gs a 6ulsn 4uel Weu4eaA&41 to wdap pnbl 18101 a n elpseew pus(syas /spod Aare papamp ea pl a some lax ue4­auxw gm,pW AN667.0'_a aaaP a00-0 m..aq undo'euoz A,epwo a4l Jo AIM—Igdap o6pnls aw ouluualop of =I Poe pgepeA6amq•s"tea an'pass Maintenance Provider New _ Wo m1CHOM s Slowwo aq WN,sways,akp'l avos Ppgw"n01 P 'Wo pWwnd yuel atp maq'(--Ws 1SVi aw eulelUga yal,4'A). same 60pun, p®6ulY aw ymyfinoap apeq ys¢e Paegs euoz Alepumes W Iuau4,edww 6ulplas Oulpauuw pod a41 Molaq ewe a41 p%SL d0 sq At1ONnm S1N3NOdIMO�W31SAS Maintenance Provider Phone: of Uasw)sal¢se P.M .?Iaup. 'peon. 5a4e1m deep(sa4au!).sl sl y}pep a6pnls etpp'seldwes agel pue'IuBWngsul fwunseaw Pu Nrpys wlaap pasepp wq PSWromu¢o 'uMeuupp algeppde reagapaanm wale e•aeaM uwxryu ebpn16 a vesul'(Juawpa,J m 6ulMos)Bum fJewpd alp W(e)lo W lspod smaPe awotp wrq.- &w mum spnpo+d IN P11-H'nuawnmp aweudde a",owo to l+Nsls ueW+apasm o'xop uolPguS!p 'Non oLSVd e'A mw mrpx e%Wl,4fdNTA.wa>w nM uux pa+evsse lai w P Palsa auPwalap 01'fs)4ue)asp to luawpEdwoa 4aea 'vmpaWawumw vaa4gulnuew aw o)fi..P a I"Maq +a0laegnuap"p Mgples yxwb+DaA:eQ,u.w.esm a:wl'mu«A,ra�a+ae rvx A,wwn+peaJmawm.aromw0 elmneJa a+aa asr3v. ® 1.. aA0 ua0o'A wnaae da a8 w d W Sualewl eldginw ul sluawwnmew 6ulgel pus luewnwsw 6uunsea 8pnls a Burpeew seaeg3 ewpweappq m•aupolya qpa pulp an aw p..00 g p WaaAs m)a.16.loam Poll OR+U of Ien110'H 9ETTEa WATER OMEa woauce Aq sWoulpeduma/s4ual 4Pq ul 518Aa1 a6pnls alp 4aa40.4uw xrdae atp Jo uf_sap S33Ntl3lO/S1NtlJ.O3iNISlo 9NId33M 011023a pus azs a41 up spuadap lenoww o6pnis 6uilrpalloS S13A31 00n1s SOnOS-ois❑ o - au., apu0aas Al 2 M 4ue1'0 16002 Wo u 11wn Sraet•Lenexa,KS W216•USA 315VMMtSVvUi SIO3r80 Ph:913d22-0707 Fax 913.d22-0808 'Mo4aq uolpM.eldweS Wery6310 uogoaliOoJ_alp 0l,alw amald pa,mbw we OUSYld 1 SOV'93USYld J NV80S/S13M01 tlGdVd 50 Ilan aurvi'i 800751-FAST(3278)-wa.tb=lcmowxom saldwes It pa)wa00 pus Pallelsul pets'peldde ale /AVY3ONn300Vy+SL33MOlV13Ni31SVMONUOl3A30 i BPUe)S )ua Bu!p0adap(ZOl[CL pA11d/S13M01 H101Oi S11na 31L38VOIO/U311111V3 '` sm0V3 pad'ili00P)luauneag m,e.alsem Apepumes+W p,ePuels Vd3Sn eLp 6ulpaaaxa}o algede'.1 we a Ia Ae ajSVj Iltl'smpopo Puemap aq pin0ys Iuanw ALIvnD i131VM❑ III3NNIN1(UNW.10S i Sa3NnID 3018011p pod U01UPUBego Pus(ahMA(1 INOW'WV I S301011S3d I(03SV9110)S1NIVd i SNOUV01MV4 0 � I ro+: +sr :onsCn asx,lm+uvn=N',sea 'WaleAa /S3OIaWN3HIS1N3Oif3130 HS8VHIN3ddRLS SHIN 17 W N9 13.4d aunuvo alu 4 sawx+ a,. eyl yl!M'wepwd a a)ealpul Few slyl Be loan alsvi eyl way 6wwm wopo agdes laelaP 00I JSOnda./sa3NV31O 311snY3 rsalnid .`""'°' a.3. :�' lease Iona .A 11 Ien'uew slw ul palwol.opinE)6Ppw4 spnwy sou 01+a/w aSeeld'su0gangsgo LJ °O's Y �m Aue 0sa UI 6ulsno aMo SU 7718VSOdS10! l 4 4e1 4+ Iq pus(s)luan a n re 10. 3 I a s ao 3n❑ 1 Y YN g^°` a 53d,M 13MIeNIMdbN ABV11Ntle/SIVOONOO rE3OVONtlO ,,,,,,,,,;Sm,,,,,e,.� ,,.;a,,,, HPue,a.oig'tl ` � Y. nU¢w w ul ea0 e n 6 .l MS"M Au3M3Ua N.. ;Ps.n E- "5e,V,..rh«,a. 'la w .vIs I•p J u4�41ap Law nO�tft'itl2�3N3J _ W lalw aeeald'uOaew UMOUgun Ue ml paleAgae sl uuaP?ay1 JI IUa1J 910U¢d aw UO UOpnq 3WOHlSONw NOl3YJ15133d Ln8d;NINSIST3� S3ISCM ObB3 5saawd alp Aq '4s � 1{- KryVa eauapS,atp aen twele aql aaualp o1'id0, qq aw 6mwn1 Aq uuele alglpne ay! 003/SSOO NHOO!SOHnOpO 33id0O'S3tm9lVNINb' paWwa smtleA ssalupey sladXa weld IuaA y'a15eM ayi s15a61p pus elpaw ayl uo SMw6 9 Jsa1 Aelap uMMPuOoas 01-a sell uuele agj 50Nnos WNVIv ONV 13NVd 14Mvly❑ wlelp 041 UMOp Swe11 0sey1 N IOU OD euaP+es'quel alp apses elpaw als MO-up alsw PUB ua6Axo mxlw g!l qe ay1 'f jenuew mw u!Dalea0l uolraaS ,le us aleo p aqu Us p,pus adld Alddns me ay1'adld Alddrle ae 941 B!A walsAs a4l w qe z�S� „ Waweoeldali, IS m apn0 6ugoogmlqnwl,ew 01+elm mold Suryapurylew Aaa+ex ewP.MAawaauelsri ap owsexwsmscuAanapenuuv+W>usm, • l * 1 .. sepinod+aMolq eU'1a.alq pup slnpow lw4eeq all J0 slslsuoa ssmold a1SVi 841 7 .11 a.01q 941 p wig-W!Blow+ol Aolnqulslp solgoplNF!S 1a001+noA F'+eWo3'a-gorWe 'Plrm4s 1l se 6mupoyad wa15A5)usuflewl • ".""n> !, *` Male-W lawq a Aq Patwed0 aq use+a.01q Bull luawsp lays us 1s1u1..--q atn 1noA do"d194 w Moq uo uopeuuolul luepodwl 10)Molaq Poll alp 01 mlw Mold 'IBAOWw alpo4ad lol quai e41p Wwq gaunl,adwd+q+aMop all 4aa40"Paalpw aq pPlm W.,DIa1 ulwp pus A1genC a1N ul alelnwnaoe pus elms else.apeDel6apolgimu pus epapeq peep luaww ma uea10 uo ;, ua.g, "� �•,. iu1elp sip uMop;nd f uea JEW"'S1sN®Q V SA®® eIgq.a 1q Ile pus(Pool)arse.I M ssewaq e16 mPlAwd emowd enmuguoo ny1 13 R/�Qa i I �y- s a n Wauyewl(uuele 6wse1 55alun)rem0p 941 Up WM ION On NOLLtla3d0 83MOlS❑ 7uawuw.ue aw olul lewads p,o)BE—yeaq o)(n qq)sualaeg 6uwnoa0 Allwrmu ''$ 'aauepn6,0J Aropel aw wwingwsp u..+ � ; ,,,,�-"'' sasn.a As(w�ua-,.l a6p^IS pa !. pa 2).a Syj a41:.a:..ISFJj 1nOQV "y, t .. ... ., Waal U( )f):.'r SNi uw as q aP aq uea swm(0,W u C 1-+1 al- ( , o. .)o%Bo P u 41u0(Peq F)U S ) rt' 1y6 xan}saaxa ola p„a6u.wp ua.r l0u spy walsAs.,lSNi a411e.,1 ,n.._3 :ii-val❑ �' +.• � ' .... _. 1fA00'S 0),q 10A..%Z`:2;l SLJ 311 5 V J nprc,0 b 1 L q-II WWI ........ ._.f •, . ,...'�' .,:N0 S�> ( .. .. v »i r: :.62 ua1'a,j urPO al; s e l.....H a ::u s u .,,.�a 21000 1.� - .. Ig 11 M 'PIN 1 I A)a N I I n P ".'•- _,,$ , Ill • ! ,p • v44.A 3 . N `1 6- q :U., o (i0S � ., ..( ,I I1 le) 1La,o; J J 11 I- 1 �..:...IVZ.1 ,. • sa..p AN�.x-n c,.. e a snm v,Nu wvn '1CN O'J J Je I 1 a. ^"1 3Sn HOd R g« AIW+'Pauoe aY:V Nlrma g .4+o wa sou duxxa uea Ndaad Pn,mp:am xawd a sx::m>:o,�w a.n.,rAusy I wwxxFw ,w a now w„eo-,,as+w*. I iSl"IA33HO33NVN31NIVW 3ONVN3INIVW 33IAH3S uvinEJ3a _i fi i � 3 iJ1�Gs i COLLECTION OFEFFLUENTSAMPLE __ [>D `-callsoevlcepmendw CONTROL PANEL REPLACEMENT BLOWER DIAGRAMS Please contact your kraal diroibutw or BioMirobics for a copy of the"TesUlg -;' >Move blower above good level t A.. �y,xaysg,,,eras,,•,e,aamowaxcxay arvvrowrAvar.,van.wa ATTENTION:Please refer to side of shipping box fur correct Bower. Prott>col"document.Imporrem:Al samples must be collected,stored;transported and >Check blower rotation-see-Slower core backwards Ae Awwsmv wk sihae a Arley poaaw ex a aawhae Awwrewa Pw m 10— tested aemrdng to the"Venting Protector document by BioMkmobim and is nest aa.x.o- sectionsoove off rep.¢*mro�r�wo:.waeamirtarwemm y; FUII current version Standard Methods. - degwG:9 y>.Move blower to local higher man the FAST*sysfem • - The FASTS systems;including all electrical parts,are ETL(NL equivalent)certified for ry - OTHER SYSTEM COMPONENTS ttapa=tee) SEASONAL/INTERMITTENT USE electrical safety.The borrow panel meats NEMA4x.stardards for all weather use(not - - PROPERTIES explosive or submerged elrvironmen s).The total electrical Supplyshould NOT exceed p r ❑ Check LI%OR*PRE-AERATION DEVICE eloper,inlet fifer;bbww housing,.and air 150 fl[45mJ. `£ s dtdivery sysmm fur propert-B . The FAST*System will function normally even If there is no wastewater flowing doing Check INFLUENT DIOSTEP*PUMPfSl for proper function.Clean the something device short periods of vacancy. Examples of seasona thitermiUent use and suggested BioMk obits also manufactures control panels that can control other systems,such as DrmnOwNme,�ewanermmnoa. operational procedures: or ❑ l proced UV and sswsge pumps.Cell your distributor U.Microbim for more information. - • Swnmerruse property(shut down all winter)-tdmver should be turned off at end of Check SANfTEE*EFFLUENT SCREEN(FILTER)w office sueenkg device.Clean by When replacing a ponce filbw the steps below-t relocating the panel con the eiectriwl ❑ summered restarted at least s week before returning.Please contacf your local Model:[`20 VFC ZMS.�1�P.Strop. using the bull in swab w other megrpd. soppy condo¢from the control panel to the bower location.Keep in mind the electrical Mod¢:iUll VFC 209,100➢,�P Pxwor•220V is ' service provider to restart the system and check with local regulations, supply line should NOT exceed 150 fl 1451n)total. Pp ..t1OVAC -Lt to Pi ❑ 'DISPERSAL SYSTEM(mot byBioMluobics)Follow manufacturers recannwndatim. Weekend property(used at east once every three weekends)-maintain normal -Lt to P7 -L1 to PI operation w utilize FASTS SFR*blow timer feature on controt panel. -N m T2,T4 TZ ti TS. °together, Ira ortartt:Corsut our service rand local lotions 1. Tura all Power OFF. -Tt 8 T],cap Mpethor - - TROUBLESHOOTING'GUIDE ° r provide. r`g° prior to arty system 2 Examine wring directions inside the supplied FASTS control panel(also found at the -T1,cep qM changes. Contact factory wlocal dstnbulorfirall other issues:*1(913)d22-0707 ended this Wiwi breaker BLOWIER REPLACEMENT a � �t xx�dmw lox a.,lm Pw�y perArrm q.a srwalwa+��wxxmAw 3. A dedicated breaker is required in the building's master electrical panel.Make `k +W, FP�L�fQ Y't + aaa..ma,a,.,w;ramx:d,delwt+rvvaradasm. connections between the master panel and FAST*corltrd panel. Naem a,un x oar m•rea„n,,..ale bmY..Av mrvrm I,�w.w rmm a 4. 'Make connections between the blower and FAST*control panel par the electrical rwrwaorwxeq•n.A Awevelwv remwwr*mawreavweoPwvw*d kRsaxn diagram. 44 €.8 yt>esker has trlDced-Wm Naww Slott¢ON:If the svArcA 5. For System requiring the Liquid Lml Switch-mnrlect the switch to the control 8 3 witlectsta ON,see rreRsaps. panel tenninalslabeled'FLOAT°or'HIPress input'.The newest AMl control panel 2 >Breaker trips after 23 seconds-Newer Is over w pbV When replacing a blower follow the steps below.if relocating the blower run the electrical -vdih cogent sensor can be used to replace this switch. a sI eisoriclan needs to check tikmer whin supply conduit from the control panel to the desired blower location.Air line piping Iron a 8 >Breaker Dips lrnmedlatey-electrical sysem his a stwrt_ the blower to the FAST*unit may NOT exceed 100 t[30.5m)in total length and must have 5.4 elbows.The total electrical supply should NOT exceed 150 ft 5 m The CERTIFICATIONS d electr'aian must m� ate to Y e 6 m a >elower Is selmd Eosin tan wiA not spm:heely with blower and bbvcer housing must be mounted on a solid base such as concrete to avoid _ ov7 wrrunre mr.:.w Pro.�va,mu a :,m»wa v teams awdr m g °paler 1 ewmwaam otaNs wre•w.du wsend awe m se, - Model:FPaSCLOG OFF-oe 6Ceblower-call SBrv>ce 11der Setting. ¢Hero .-- YES:Consult distributor NO.Go to nexinw IFPZ>water Level is high-check the water level m me prig.water Modal:110 seLoc ewer:230VAC,Se ., level should W Z 3 nt above the media.water 1;wS III CONNECT SUPPLIED PIECES(refer to picture below) MieroFAS'T®0.5,0.625,0.75,0.9,and 1.5 systems are tested U�.1 ?L1 to"terminal block" step. and certified to NSF®/ANSI®Standards 40(Class I)and 245 JP mpi P -Jura --L2 to'Y1 >uqe a Live still d Prio rd re e No ce le #romp YES:check L1 W"termleal block" Jumper W2 to U2 r H wilted the same c0ndelt 90 VAC orhgW wires to vlolaton t` I -N to wrdie connector ele[Ok code NEC7EC),If YES Vvires will need to be separated)-If ._ _ - N0:Swadh may reed aylalig Tum se,it AI'an spew tlakrisa, h =r ) ;nytL wan-to serwds hralerm to•calmu• y �� CBOD5 T t loco Gast 3 C r right hand comer.Note which .:-,, i- O A pt.'` O :i 7eeYey. a5 mNL s p current Sermon Present YES: 1 am find TSS Sam q t _ "It r 'Olagro9lk LEDs'in Ore upper 9 9 vd t -', - ti € firildelllaml corset the dlstrlDutrx NO'COmull dl5mburor S Is Vent is undenlued or Vmt(s)or ammo Is blocked or f6 g 4 br ken-Check rew Remove dockage ) g 51rg requ � =fit Total NiVa a n ship<raaunion of innvem M: € W, D ekk+vv x >Check ell piping ton bl ckag including ell interior.lank i vo wry anaamusa i n. Liquid Level d ELECTRICAL WIRING DIAGRAMS i>Pump is rim rumoing-nave qualified cetsw the t Pumping k,' Swit h* 3 t`ky Only the MicroFAST*0.5,0.625,0.75,and 0.9 system diagrams are displayed here. dv s atemlw mechenlpl anNw¢tear al midures. '?"- i , ` , Information for larger FASTo systems accompahies those units and can be obtained from Port Level Controls are improperly set have failed,a tdad•1 GAST F 10a:RAP116,Pf1W _ *t Bolvicrobics. A1 d h.G,AST R210J,R4PI15.R1102 wwP+we `pump too much volume per dose.Have service provide, ^ps .....,,�+ aowror.220VAC ice dreauaa sl m s hem _ # - _ AM11101220 PANEL Pa.rrer�110-c Lt.Pt umP1 j Blower operating NO,crace'blower 5 not running'above; a Longest Steel pipe ' r t'g �- D thr: .!'' N to 2,4 .5,3 and 2.lop Witiond r "M�etlr YES oev Atseine#Ste b Steel Elbow P29,3 cep Meollwr .P2 caw off lire,D P open¢plash, ocean chamber-NO:airline line is broken, " �y,s a.„ ,w- c Ail I Iiur ease t coy ° f YES:see nerd one rs+n"°- Ro,;i a♦. crest awe a e k y D g t x #. ,.+. e f'L -:'tr suing P e nh h C'.Pt tank tee' `g I -m v t vx w m t a locaUw loners Ina F . E n r F1 R NTV g I 'In.t 'dr thud .. t3 Setr a. Pr a rl I: a It the 'r. < E}: 5 .'., „g, r?:':,; , self- i 9 psi orb Ck - J I... t�.�.�.. � � r c h'. i - -: t .al5 a I - a- - e in a porch with shall Dark mulch- _ t - F PeN a I P 0 t=.:.0 AIR P.E t l o. 1 ci d PPn9.A S ri ., '+. o.:r _. .- .— oaerabrg d act I. �' t h,i.l r r_d�A to b-I r'-r i� it rNs lc:..,trc.: r S h yt Icu 1 _ I I F'Ent .,a I !,,.?,OF,,1 Only QUA D a d. n.)' clad r—+.+..-� s'Ar" - �R tt. F '.J 1 he 7 to d1 9' 13r'. f�>I� • !wr s f I t -I IC 5' _ .raj N77E ILL, r Cfl:f F JS .4 J N IErt Lh Y r OF :a W InCw b OI,ly a QUaL!FI_0 1 + 4 f ..c` .,r..:an can do�,is w;rk Ana,r.M1 J :I naY ba -,,,..YI wile V o t- 'c:c ,h. De.. ells•.:di_FASTS' r7 §, at w _v. I t I ti al.: r :J an.„ u :'.. II_rl at the 1 C L V _ [ k F3 so I r "h lth(f16ri - .l a, fir re.....NOT o sys`s—,AMI urea V he t J e I b-,f m am con 7 i �.zl h. I-tic P 100- 1 wry ...-s n.T_Ertl. a s,l,::: am lor, V11 I?r l r s Cr r I h r D.t ,.rbl.,ern hc,s.n .1 rill I,, Ia—.. p'.. Vu BI -r b y m gong bad spice plower now w all nl r r' NT Co.r ez a to s ..h n-a a r—1 tg in Pipe. ., 1 E .' R ri�y f 1 ra — P N--i J _0' GI V Tl I,.rC p Iaer:.he se,.tit rile,he rs hoe b first the a into le a+,th PVC ^ Toxic substance in system,cuticle fir even growth m meulfi n cl ('r"p- ) d F"c m_ chamber glue n TESTn PRODUCTSICS,Ir C.,ANY 0 HFC L�.,i i'! ' _„ `.1 IllIrt.Fs SALE OF ITS ,h Ad (>Pump out required--refer to'BloSdida Levels'under d) Install low voltage pressure'switch wiring back to the control panel according b s " >,: n S k F 'A^a9denance Checklist"Seea]n applicable pades(mlmet not be trade lilgM VOlfagB bower wiring). ma.Af-WAYS ON CortmaFl your local disvibueor br.parts and eorwce. P - r',4mia..N RayA4 LO 1 t yy i Y ' e 4 A4 � - , s d ov 6-" 1 80 Law Office of , JEFFERY JOHNSON,ESQUIRE 67.School Street t 1847 Isaac P. Fairfield House P.O.Box 960 s Hyannis,NIA 02601 (508) 790-5776'Telephone P'1• (508) 775-7526 Facsimile ieff(a¢efferyoohnsonesg.com September 13, 2021 Town of Barnstable Board of Health IN Hand Attention: Sharon RE: 175 Scudder Ave., Hyannis, MA 02601 Robin Kroopnick(formerly Robin Rosen), application for a septic permit Dear Sharon, As we discussed on September 91", my clients, the Kroopnicks, hereby formally request that the full Board of Health make a decision on their application for a four bedroom septic system. Robin has owned the property since April of 1991, and during the entire time of her ownership the property has been a four bedroom home. Attached hereto are five copies of the materials we have been able to assemble to demonstrate that the property has had four bedrooms since at least 1991: 1. The 1991 "Fact and feature" sheet from the listing broker; 2. The 1991 Septic inspection report; 3. The 1991 Appraisal report; 4. A plot plan from the 1994 refinance; 5. Copies of Robin Kroopnick's 1991 and 2016 deeds. Please let place this on the calendar for the next meeting of the Board which I understand is September 28"' at 3 PM. Sincerely, ff Jo so E Residential FAd Fear X. eel s \\\ ! •X Property: - 175 Scudder Ave. Hyannisport G Price: $1 ,000 HOME FEATURES: 0 Style: Cape Cod El Total Sq. Ft.: @ 3000 s q.f t. 13 Bedrooms: 4 s * 0 Bathroom(s) 2-1/2wr t �� u �^�,`q E3 Bsmt: ❑ Walkout ❑ Finished XX Full ❑ SPECIAL FEATURES: El Garage: 2 car attached Impeccable & exciting home with tile entry, formal 0 Exterior Finish: Clapboard/shingle sunken LR w/raised hearth brick FP, formal dining r ® Floors: tile/Carpet/wide pine large, island kitchen Incl. DW, �frig, compactor, IJ Age Heat/AC: 12 Jenna=i.r, wall ovens. Super family rm off kitchen ClEl Heat/AC: Gas decFEWk - 2 zone and the piece-de-resistance --the master suite! Deck/Porch: deck Cedartwalkin (huge) , mirrored sitting/exercise area 13 Fireplace: in living room and truly luxurious 9X20 master bath -- marble,jacuzz 0 Rooms Level Dimensions/details double sinks, mirrors,huge 5-head shower. Fully LR 1 11X22 sunken w/fireplace fen Lin iu A i3 bui_ltins & tile ffenced & delightful ha�'.�;ard :-;c�.:tdcor lr shower, piped gas grill, sprinkler system, Kit 1 12 X 18 tile flr/all applianced kennel/run, and good-sized deck. MBR 2 11 X 27 sep sitting/exercis a ea. BR 2 2 10 X 12 Septic ® Private ❑ Sewer (town) BR 3 2 10 X 12 M Water ❑ Well IX Town skylight ® Real Estate Taxes: 19 90 BR 4 2 10 X 13 skylight 43 300 134,000 Fam Rm 1 15 X 20 builtins & wet bar13 Assessed value: Land Bldgs Tax 1535.4 LaundryLL area 0 es$ AAap # 289 Parcel # 167 1:3 Title reference BK 3041 pg 23 CTF. The information herein is deemed accurate but is not warranted LOT FEATURES: .24 acres. All immaculately and tastefully landscaped. Level with lots of privacy in fenced rear yard and side yard. COMMUNITY AMENITIES: Zip into Hyannis for shopping, lunching at all your favorite eating LIBERTY establishments, etc. and short drive/bike to" gorgeous Craigville (508) 428.2300 Beach. Liberty Realty .....................................................................................................•-•--.............----•---......... Directions: Craigville Bch Rd. to Smith St to left on Scudder Ave. All Brokers/Salespersons represent the seller, not the buyer, in the marketing, negotiating and sale of property, unless otherwise disclosed. However,the Broker or Salesperson has an ethical and legal obligation to show honesty and fairness to the buyer in all transactions. c ty otllz $ �0o I 1�\ O ® o S9 o b91 N I L I i gaol IB2 ► 7tl9z 01-i Jig Ltd �Bd ag G' Q 0 071 •rZ p a otl�s t °& E9 ?r�r � •7dr91 ip 62• "� '�rpG• 1 G� 69 :, so, ge) - Ot ' u '9VId' v 7i 91 r ar of Z Z9 1 2°' ��y• ° U i�IbO e,O O yd1 a61 W �tr GS ca ' Z W '_• L G �.a p f. w o7ea• ZEE Ni iw �Il` 19 0 •eve .�� O p� eIL sr -1 R L ° .�•.of •a,t kl K re S -Vol nods.....,•c�' 9-0'1 a ...r�� uo 4 so,y . Wt so' to 00, 4�9r. �Q9 yv9i' -a-b4 01 't' ..yp26G' ~i ,wGC 001 ^1►B wwf• fil 3 � G1 Ntl ►'� g '1pr �' oo� ..Jtl K'-PIC • �49\ � .k tl1�11 / r �� CG `a' cc d •�N OG' SZI $ \\ 1' - .oyec 9G vp°� fy •y�zG' G.4 �. \Z - wbq •war 16 Lt e 6' 9\ TLb.� , o Zb u B4 ooi Zt OZ a na °a �yya 0 za b O p W v $ !\ it 001 u. O.W i •yfLi Si .oyr W 6 l 1 ti '9v 99 •wzf f.va' IV Ob ►t rviil rt`� w4' s�►�` 7o e k 1Soki C.n\ ac ® 1 ip v 3Ntl o .} O Oe.tL• O - ® b° W oa /tl L7•; ..'YET b// 'T,q� L "jv 1E Q7, w♦e, q qwerr— Qr Q 1. o- yeas• 01411Y -all Q .3v9T 1Y OVOW _fir_ •r - ,.r ., otlaQ. G' V£z- q o 67 a IIIOif3i6r ros tag 01 'IIGViSNad® :10 NMOI. it ' f 09/'13/2021 11:08 2033870486 KROOPNICK PAGE 01 p�. of—r INDIVIDUAL SEPTIC SYSTEM INSPECTION REPORT New England N Professional Home 256 Whipple Street,Fall River,Massachusetts 02721 Inspectors, Inc. Call 508-675-8511 In Mass.1.800.351.1144 Outside Mass,1.800-222-9281 CLIENT: BUILD'INGlTYPE: ��� _ AGE: DA i E: INSPEGTOR: INFORMATION BASED UPON:Visual observations by inspector at time of Inspection, Information supplied to Inspector by: Estimated age of system-. 1z_t�_yrs. Type of inspection requested by: Ni A.Visual inspection with water running 15 min.or more. C 9.Visual inspection with measurements of sludge,effluent,and scum layers. ❑C, Visual with measurements and use of dye to test leaching system,with subsequent inspection of leach system area for the purpose of detecting traces of dye within the confines of the property. ��5 4 5� P iPa Comments: kl'41Tf2t a,n-1 � rG l(js+c.tT ITEMS INSPECTED: day— ,,� � � A,Basement piping from clean-out to loundation wall.,,,,,... r ❑ 0 ❑ j l,�°K lw utl�l,.rtr' I� B,Grading of land above��ank ❑ ❑ Cl U C,Covers........steel.... ,,,,,.......,, ,,, ❑ ❑ ❑ [I 1).Structure of accessible or cesspool......,, ❑ ❑ ❑ n D Metal • K,{;Oncrete Material D Stone E.IInlet piping_.. n Cast Iron n PVC ❑Other,,,....... (j ❑ n ❑ F.Qutlet piping...❑Cast iron A PVC ❑Dther,,,...... fJ @C R ❑ ❑ G.Distribution boxes If accessible.....,.,, ,,,,,•._ n ❑ ❑ n R.Condition of•'T's"or baffles,,,,,,,,, ,,,,,,,,, ,,, ❑ 4i;4_ 0 ❑ � - — ` Results of visual Inspection and optional tests and analysis requested by client: The inspected system exhibited no concerns and operates in an acceptable manner, within the parameters of the test/inspection methods employed on this day, ❑The Inspected system exhibited concerns,and It Is recommended that the Client consult with a professional sanitarian about concerns found through the inspection and any other concerns with the inspected system. SEPTIC SYSTEM DISCLAIMER No guarantee or warranty of any subsurfac.component Is made herein.This Inspection only rates visual observations of the systems workability on the specific date and time of the actual viausi Inspection,Soli condition and composition is not rated In any manner within this Inspection report. New England Professional Home Inspectors,inc,advises Its clients to consult with appropriate specialists within this field,such as a eartffled soil feeling professional, Thle la.noi o coda 1n*neot1on.No d0k*rm1nnt1Qn is made concerning any code compliance of the private waste disposal systems end their Impact on water supply systems,such as wells or watiangs,consult with local codo officials for appropriate plan and documents, The first phase of the private waste disposal system Inspection is strictly limited to the accessible workability and condlllon of the system holding tank. No determination Is made as to the leaching field's workability.In the event the private waste disposal system has been pumped within the last six months. no determination Is made concerning future workability,Consult with the property owner as to when the system was last pumped.In the event a pronprty has brxan nr Is vacant for six months,no delerminatlen Is,m.qrlp ooncarning f0um wprhabimy, I havo carofully reed,understand and agree to the foregoing disclaimer, CLIENT DATE WITNESS DATE 09/13/2021 10:28 2033870486 KROOPNICK PAGE 01 William Debs CRFA a UNIFORM RESIDENTIAL APPRAISAL REPORT Fm N& 4 Pmwty A"m 175 Sa=ER AVENUE Grow Tn.a NOT LENDER DIsCRERONARY UBE cr,HYANNIS ox"AAUZTABLE sum MA mp one. 02601 o.m PIw9 a j.I.ApR Oaa�ptlOn CM BOCK 3041 PAGE 023 DAN f o-anzm M R)SEN TnRn- MAP P.I. 289 167 MatwP►Anwaa t so*Pro,a 145 000 Dar el s.N PENDING PROP MGM APPRAIam MOO"TV* s.L.-drgal2=o n pm bv saw a N/A x ew,okmpm oum..Im Pgklm and Omw Cwwoub. FLF-Tens a 1,535.42 Tar vur 1990 HOA uMa N A La.ealck P.k by B.ao, a -k.raswAa.m AiTRUMA SLTF. C0--0P BAW NEWICN MA. C&vwnv tm(HUD✓A) CM4r-Y APpPAT. T, CO. Do Mkseua MM Baum n LOCATION I luffien Buhltbo,h Rural NEIGHBDRM000 ANALYSIS Good Asp. Fek Pony BUILT UP MOW 75% ❑25.7M Undo,pa% EM*fMM Gb4" ❑X ❑ FvI -GROWTH RATE ®tn" e�» LJ c b X S, IL�uJI ohwpkv PROPERTY VALUF_B btaePekq 91abM Daolk�n0 B DEM uVO auPPLr 8balepa ❑u Bomnes ❑X Osor SW" C vtawlo k anteala x ❑ ❑ 1'MARKEDNG TIME UM*B 10- 3.a Moe, X owa INaa A41qupop m P.M.Tnrh.portsMa O❑I ❑ 3 PRESENT LAND USE% LAND USE CHANOR PREDOMINANT BfNGLE FAMLY HOUSING R.maaapn F@dMlw ❑ J ❑ �;a�ytpy p 95 Not" X CK=PANCY r-I P AGE Ad.pueoy Of UM" U f 24 F1MV L1•Ip 8 PRIGS AGE 90 C as roam &a) Pnpwly cwm--ar �X tMufl is nPy In proses ❑T.r.M 10 ❑ 100 Lbw 5 Floras.tom D.Inasnul CadUory LA 1❑ ❑ ►:coem.ros To: vaum(0-5%) CI 200 Hon 40 Poea a pea Promeaan B ❑X ❑ ❑ 5.Indttltltsl Vawm(oNr a%) ❑ hft n owm n.G. nl AM*mmnof PI Propwkaa ❑ ❑X U 1` 05 130 25 Aoo.s to MpM1D1 now oa Vwmn o a nalpllhoAnod wo nR dpn►W-"nMM..Ppemal I-Vm oommENTs THE SUBTECP IS MCI= IN THE VILLAGE OF HYAMTS IN 'itl'lE TCFVV OF BAM» ON CAPE _ ODD_ HOUSING STYLES Ca4SISP OF RAN=, CAPE ODD AND C.AMRI7RT, DESIGNS. SCHD01S, glORC ES AND SMRES ARE LACkTED WITHIN 1-2 MILES. SALT WATI 2 BEACHES AND BOATING ARE AVAIT.ASCE WI'= 1-2 i"MILES. Ili Dlmwrw n 100 PDAD FRONTAGE T°PM7sMry LEVEL TO STREET Sal AM _ .24 ACRES ComuK W NO she -24 N.1 G SIZE it 2oaaa ca..ran mn RB U- P Co h u— CSNFCm s wps RECTANGULAR — # HIQHMT a BEST UBE: Pnw m Uos YES Odwr um NO ask pa. NO APP. PROB104 Urunes PUhks oew SITE IMPROVEMENTS TYPO Pubke Pdvsw VI.V TAREA. i a rx� str"I PAVED ❑ LsMsc.Pkro AMACE ), h;•ca.w:_;; X aaarGuBar Ddvewv GRAVEL ¢i W.W.:. Sks.alk Agpuam Eupm.nu NO AUVERSE a•A ray soar PRIVATE: Geaw Lvft ❑ FEMA Rood"e ,vl vas' No X Y,slam S..er Atwy I PEMA•MWZ2 2500010006C 8 85 3':COMMENTS UwwnM.dams epsenwnr soft-t nwnm.sown.M.samsmq skis anal,atq): THE SITE IS A LEVEL WELL MINI'AZEO LOP CCNSISTM OF A GRASS LAWN AND MMURE SHKJBSERY. THERE IS A GRAVEL DRIVAY. PRIVATE WASII i DISPOSAL SYSTEMS COMN%31J. NO ADVERSE EASENIEN'IS OR ENCROACHVIE 5 IQIUM TO APPRAISER. GENERAL DMI IP ION E7LTE7a10R DEWRI"ON FWNDATION BASEMENT INSULATION 13'unh 1 Poundetwn PRD CONC. aub NO Ates Ba Pt 832 Pact awl" 1.75 C*eo wsss C L$D+WDS$craw space YF5=31% %Rmkr.d —0— cellklp YF S o j TYw IDwAnJ per, roc suapA. ASPHALT Beaert.m YES-69% C•kag JOISTS weae YES_ LX,I I!Collin(SW CAM CAD eallmn a D.ropu. ATrmrrNrlh,T sump Pump NO wale PRD.CSnIC. Ewa YFS� x E4enw YES Window Typo WD DBII/HG Oamvrw NO MO. Ropy MD.Cn.NC. Maw _ _L] '•Propowd NO stwm sash YES sptwm.m NO EVID. d IRd.Entry Na Adequac, PaVG_U fs uad.consk 4eon NO saesna YES iwioodh NO =D. G vew Emdpm x.m. Ape rRl 14 Menulatlund Haw. NO ___ NONE '!!emmo a Age Nn•) 5-6 _ .n ROOMS Foyer U*v DkV.np _Ksehen DM Fartley Rm Rea.Rm. Bednw.a s Bakw Laut.ay Ok1af Ares Bq,FL y,BasePnnt _ 832 y;Lwol I AREA 1 1 1 1 .5 1,210 L.vN 2 4 2 r 359 y -- FWrod sea abra prada r tslrR 8 Room.; 4 Bed—o(e); 2.5 ft 1): 2 Jr-69 Swam Feet ul Goo,Udrq Area . SURFACES MaleAalaCa 0kin HEATING KITCHEN EWIP ATTIC IMPROVEMENT ANALYSIS Owtd Ahq, Fak Poor Rare CF14TIWGD FM RAMparskr ❑N" Csakry of CcnstRM*A ❑ ®❑ ❑ y wdb—„r,: DRY+WORD GD A-, GAS morq-04. Xotolm (�Cwnlpon of ImPn•nments U Li❑ I_] i'TAaRiVN WCtO/g! cansaan GOOD Dnppw ❑Orop sup [X_f Racn slaAsAeyou [Y]❑_ U a s.In spa. � GD Abqu.cy AVG OlnrAeel.r 9adN Clsssm oM ammBs �_ e'j Bam waIrmg GD ClxnaNG Iilr.Fload X Ewa BMW EmeRev F I—X �Doan jd09DZGD C"" NO Haeae H Plumbkp•Adow cy A CoWill7 }�{.�I [J ovw NClK WaehwlDryo, ❑R-.d ®VOW,*-A Wwoay a f L�J�� ❑❑ Lix cot~ JA Mkro.a+ KIKN.n Cabin.ta-Adequacy a OaldZco lJ ❑❑ ❑ `.F%wb ,) MI GD e 1 Adswaly AW Inlem. F1 CanP.Wy b NNphhodwad (�� X❑ ❑ CAR STORAGE: Carps X Aaadvd X Adew.ta X Houa&+try X AM.A A IAubtahluty 0— ❑X ❑ ❑ .Na.can 2 GrpoA o.me.d IM. a. 'Gutpkp Envy Pesm.%d R. Oft Eo to LN. 54-55 _Yn. Oal.dlmw GOOD Nwd Bam-InF711—Doer B.e.meM Eney ILstL.wwd Rems.%V"` Iui L% N/A Yn. Addmwss tasLraa THERE IS A RAISED HE= BRIO{ FT'PMACF 1N UIE SUNKEN LIVING ROOM. FAMILY ROOM is OFF RL'IMEN WrM 2 SETS OF SLIDERS TO LARGE DECK. MATM BD t HASEXCER=SE AREA AND LARGE momm WI'Iii JAC)J2ZI AND Dorm VANITX. LARGE WALKIN CEI R CCDSET IN NFL= BF I. bi 0119000OW(F"A a Ammwr.H ON"offm wdwaod L f"W4 I owed,"ootm oem seat: TLC: SUW T IS 14 YEAR OLD CAPE STTYTE HOME IN GOOD OONDITION. MS APPRAISER HAS DEMMMINM= THE PMPERrY IS OVERBUILD' FOR THE AREA�AND 10% OF THE REPROL UCTICN COST IS SUBTRAC.TEDAS FUNMONAL_OBSOIEK'F—WCE IN THE C E SI' u.AFFFiC hUi. GROW LtMiG AREA M-WCGD To �.15.00 F Z33 ,FT.IN MATS EST 311GGTION. 6% rIT71=. TYFTC7iL 5:Garnnl mwa9t COX""ane Pr.••M'ae nd kMXO k)nfiMct' MW an.Mpk*p k+.n dtKou;4,sca.ot ooydo.w W4 mao.weon. .r MARKETING TIM "ARE'MMM OVER SIX MONTHS DUE TO AN OV==Y OF' PR:)PERTIES.SALES FRICLS HAVE ►IECLOED AT FKIWEVEIt, A 9' �STBTUTY IS EVIDENT THIS T:ME. SALES M-4CESSIONS ARE DURING ME PAST YEi�R; Y. t, 1 09/13/2021 10:28 2033870486 KROOPNICK PAGE 02 VatiroGaR sLtUon UNIFORM RESIDENnAL APPRAISAL nEPORT Fy(r Na Purpm of AMx.lnl b b-Plb W.Markol Va4e.e d0md In dw Ce.NOoelbn A Slefem.nt of L COMItldM, 19 Ln1M4 M■�c a1Fem'M W�, .L o�J 01-b01 EiwkVbtlwi Pld ooR ePPo.d7 Camm.a. ESTMATW REPRODUCTION ODST•NEW-OF IMPROVEMB7f8 o.+mnp T 2 569 a%Ma a a 45.00_. 115 605 21.00 X 18.00 X 2.00 _ 756.00 LLV/2 84 PL a 11 26.60' X 16.60 X 1.75 = 819.60 L17/1 sums 1 FIRICE 3,800 26.60' X '14.60• X 1.67' 607.88- i17/1 ADDTL 1.5 BATH INCID JACUZZI. 6,000 24.00 X 24.00 X .67 = 385.92 ISV/2 evewl ray Fffiow rune 4 SKffm 2,400. GLOSS LIVING.AREA .(rgU!ldedj - . . .2,569. SF, paP m.,p■m&ato. DK 318 SF @ $5 1,600 . . . . . . . . . . . . . . . . . . Oammr-rnon 576 a.,Ft a a 18.00 10,368 Tow Eeometed CM New a 139 773 a - ;.. . P, . . . . . . . . . . . . . . . . I.-b . • • • . • . • . . , . . • • • . . • . . _ . . Ikpnda bn 8 386 13,977 ` 22,363 . 0 A . , . . . . . . . . . oepnd►md vebr a ImpprpMny................. 0 117 410 p. se.Imp.'aa Id'(dMwRny.%ndeoaov.ebd a 3,500 k FiR. AREA EST. IS APPROX. ONLY W/DEVIATIMS OF E8TMATW SITE VAWE.. __ e 30,000 >` NO MEAS[JRABT,E �.TOVAIIJE. pr uwnud-haw aW M*WW wau.1 INDICATED VALUE 8Y ME APPROACH. a 150 910 (No1 14apked by Redd%Mw erd Fenn%Me-) Con■hrNbrl W—ty Lj Yp x I No Oeee propdy Oonrerm b PppeC7'6M rvUONA WdperiW elenderde7 'Yes❑No rvem4 at wem,rey PlaOnm R No, mi h. N/A wemnty Coeerape Ea+Mrn "Zrprud Me ntlnd tlwe e■nM e■%P at p-1Pa--r-WI-knr.r ad N 1,nw eub)m and hee omWmd rw her m■ue4■-bm&Tl a dM 1pllm veyeN s rbY■r eAuWvw'L nm■IAet leeeaan to tfn-e Meme or e4NeaM wdPMal bel.een 0r eu and aampere04 poper0m,n■R(InIIYbM Nem h ar mmp■nbb propsny y rna,tlpr b a rfkbY b.0+nb%7h■n. eu poa-ny■mews(('')■eyebn■M h m■d-a-a tlw v.ba o1 eul4ecl;M a e snl n-m h er aanam—am b M b,a hn 1, em-,br eub)eol pmpeny,P k^ dw I+)dhrm,rrd%made.evn Inowelno ms kle4and vewe el me eugw. CFI, SUBJECT COMPARABLE NO.I COMPARABLE NO,2 COMPARABLE NO,B 175 SCUDDER AVENUE 26 ELAINE ROAD 240 SFA STREET 76 00OSEPOINr RD "> Add-m HYANNIS WEST HYANN19PCFX HYANNIS CENTERVILTZ 1,6 MILES WEST .5 NffIES EAST 2.9 MCLES NO= s.l.a rrla. 145,000 130 000 140 000 139 450 pfl Pr ae Ann 56.44 m 69.15 113 80.00 IL 51.65 r>h D,u seam. ON SITE INS ML6 ON SITE INSPEC SON SITE INSPEC MIS ON SITE INSPEC ;:.vALUE AmmawIdJTB MAMMON OE$CRfPI'iQN ♦ a A vemrore DESCA"Oty t()a Ar1JuelmeM DEBCRIPnCN �-a A ,._ sere a Fhmldh0 cone ieb!d NONE m4cm NONE INN" NDNE KNOWN A Oe%of se--unT—wm PENDING 1 000 / 0 5 90 —3 300 8 17 90 —4 10 5 90 —3 500 -- e.wmro- AVERAGE AVERAGE GOOD —2 500 AVG snemew .24 A AVG .24 AVG .63 AVG —3 000 .52 AC AVG = —2 500 O-eig.nd a CAFE COD/AVG CAPE OOD AV6 CAPE QED VG CAPE COD AVa; p oosMy a co an u�Ea AVG AVG AVG AVG :69, 14 6 EFF 3YRS/1 EFF —2 500 '55YRS l EF'F; +2,000 17)gp 10 EFF= +2 000 R:todron GOOD GOOD GOOD — AVERAGE +5 000 Aba.e Or.do Tolal :BdnB' Bean Toulyednae: Deft - Tow 'Bdlme' Btu'' TOlal :Bdlrm: B■ou ' 5:Roan taunt 8 j 4 �2.5 6 : 3 = 2: +2,000 7 : 4 : 2 +2,000 9 4 ;2.5 SRrom ueq Ane 2,569 as rL 1;880 8.r+.; •+10 335 1,750 .rt; +1,2 285 2,700 -st,PL,- —1 965 "!s-wmem a Kn a ed 69% BSMT RRZ L%U- —1,000 FULL BSKr. —1,000 77$ BSMT A'Reeme Bebw Ond, NO FINISH NO FINISH NO FINISH NO FINISH A runetunm k my AVG AVG AVG LL AVG C13TI CkI1r ONE C:ENI CETFf Y, 2 CAR A= NOME +7,500 2 CAR ATItiT3 1 CAR AWCH +2 500 .2L nero: Pormee•PAN, LATr2E DECK NONE +1,000 PORCH —2,000 PATIO .5!peen eca .?Bpedel Ens y 4 slcstlxGEIIS NCVE +2,400 NONE +2,400 NONE +2 r 400 y EMkbre Its" - , ww FIREPLACE FIREPLACE FIREPip,CE FIRE6'JACE Oe.r 011-WW— STANDARD STAI TDARD STANDARD RTATRIARTI e IR Rmodeew) 16,435 X + I j- 6 18-9 IX 14. s 3,935 S'Ihdxil.d VPW Z of aub 146,435 146 185 143 385 camm.d,as 8.00 CanaaMon GROSS LIVING AREA IS AQTUSIED 15.00 PER SQUARE FOOT. TIME IS ADJUSTED a»FOR DEPi2ECIATZON @ 6% PER YEAR. ALL lxioff_'A_RA.BLES ARE GIVEN EQUAL WEIGHT IN DETCRMINZNG THE >'INDICATED VALUE BY SALES cimpARISONS. -- W INDICATED VALUE Nay SALES OOMpmwN APPROACH = 146 000 ...................... ..........................I.................... INDICATED VALUE By INCOME APPROACH of A,phab%)E.".W MMesl R-M a N/A mo.x Omm Rum mumps. N/A N/A - TNe eppr■q■I Is med. [U 1Pe h' eubbrl b M1-np■b-,eMnllpu,aep-clbne w oonAOorle mud b-bw ❑oor"lbn ow phro and"Oftfro— COMM b grid torlrNW& NO CONDITIONS ON VALL] TION. INSUFFICIENT RVM DATA TO IIEZ'EE=A RELIABLE G7DSS REDS M{J=KM. E;Pk ad RPOor ftfbn: SALES CcmPARISON ANALYSIS IS THE BEST INDICAMR OF VAUJE AND IS SUPIoKTED HERE BY OTHE OJST APIOACH. N: C`7hb■WM.1 to based upon V*ebm reGllkenlerlm,d1e ame 110A•W-MaM aid tmMnp mndlbn■,Prd WIWI VMW daNnl5m mel Ws Nand In E< v "A,MUD,amr VA hWoolDm Yk' Pr■drY■Mp Fame AM m"7/0o1114r."Mw Avw 100,8(nw 7m)ow elm c"m le X❑ altPerwd ;I!WE)ESTNATE THE MARIO=T vALUE As DE NED,OF Tic SUB,IECr PROPERTY A4 OF 3/9 1991*pp$ 146,000 :l I(W-)a-W.ttut fo fie b■d of my(our{Mn.f pe w bP4r dd I"end Ala used hoth ero Mo,ud aornat out I(m)pe WwIfy ylep-d%d to eubf ep propwly,bpol yea pd qly pip 6 h-w mad-m w-or vapowim of en oemp■-bw wws aw h mh Naert■h/but I(•.P)h— IM*MgL pnNm ar p o pfttW R..h N: APPP1ArRC4p� RWUW APPRAL7En -ppnub%) :•.Slpnah-- ❑ Dtd O Net fume W lam M. C.R.E.A, to �&0" 2 M. Clancy, kwed pmp" F OC1111e Mac Form 70 10188 -rClrAV app abW Bo)lwa-by a IS.moft T(BOp)3M4825 = Fannie Mae 1004 Totse 09/13/2021 10:28 2033870486 KROOPNICK PAGE 03 BUILDING SKETCH ADDENDUM eorro-otlCliant Rom, RCBAV Prope Addrm 175 SC MM AVENUE y HYmam count BARNSTASLE stets MA zip Coda 02601 Lender AUBUPNWE CD-OP BANK NEwm MA. ..........:....................... _:... . ) ... �y . ..... ...:1...:.....:...�i.....a..::.......:;:.s............::....:...:.:::. .....,.'.:..�..�.......: ..;.,:. ...,...,..:...:......:;......,. . ;....! . ..:.t.:..:...:i. . , •i - .. : . - -= ....:r...,:...:....;.:.....:.:...i......_.......:...; .a.�.........j.....;.'..�.:r.. a.......... LL— -i ilk ta CL . ow . . ,i... :...: :,. ! I. .: .. _ _ -rOTAV aao&d a by.is"toes lea 32son THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA Y x P '; `+'c•!'^x �.z s k 7 .r" ss r„c �` r;C r n� ' .raf;x "�" a l� '� ::.' x >? kY > rr „�.t3 x ,ray 3°- s , � „•' '�,� ; �:�` < � � .�Y �` _�d� �.a -->� r � _:''�a e r e�3;�.s�. - .�.�w � ° �Y-`� . ate.a _ "•�,a r�'.�,���ta• `$*�,� a h � �'�b �e a�x�� z' �''- r �s � .� F N +u....✓:� �S ..,.F�,3+.v�'3n�� F �.��r E4 Y f �� �.P � ! ,f Y `�3 p aS K k.; 'i s� y.�' :e h f R A 5 7 Iv Ut 2 - { � �r"'' 3 yam' y .�.t '���+-��� �'ae"�r���� t �� '"''�""� �•�-^ `� �'� �'^. . 1, iop � i- ��:� .. �G:,_,5'":z n 7,,?,"e x'M'�W s � _ �� �� g'°".n, � ��"'.•dv`Y$��i t- la `^�`` v ice;.i s- -k - eys •�>r� of- 1 � �Wes ✓ I�_ 3rvs3, �s r ,,p *- x, s —`t=m ,try €ri, E, ..� �✓,E' x � Wy� � � �• �•^�_� � ilk F 1 r � ^yy `r'ri I ION s x - � �wk w � 3 i Fps, '" �G..✓ t'.7.. ,Iwd3�"t ffi r.g��+�&�'s � t� a,'�'s,s � ;�'"��_ -'+n d a e ..wT�...+G.Ci�E.""/�9"'�e'�� :'S✓.Cw �� � �� � J,�' - _ $5 �._R r�'S.�+ 3 n�2.�.Pv���v�-y.('S a } t T"i G P`f f 4r Pl i 7 Fli-9M» #MAND CONFORMS UAW '� i WITHIN THE FLO . � s U = FW. �epp��gggg��ppiy pp�y� � era r . r __�,o. mix. r.-��`�aa°4'�ca^ � - ���c"'�•.:'1v3 ...rm.v:�.... ��r,,t,'$',+.�'., _�k,..,^,i ..... K..� _, .,.. ..,a..... .. .,_.��Y sooK7501 PAGE D2 16408 QUITCLAIM DEED We, ROBERT G. CANNING and CHERYL B. CANNING, husband and wife as joint teJJar@s,Tboth of 175 Scudder Aveaeo hTannis, Barnstable County, Mass cl,setts, for consideration f ONE HUNDRED FORTY FIVE OTFT11 `;�►NDI V/Lo0 �$145,o0o Eoo} o .ARsA paid, grant b to, 1' 11 L A F C 0 P I10BIN M. ROSEN, Indivtd,.olty Y . d of /lv G(4w4rr S with QUITCIXII0 CT4ENANTS, the land, withNt" buildings situated thereon, if $nYY�� in Barnstable (Hyannis) able, Barnstable Count , MassAbht�vsetts, bounded and describ s follows: (street addrusF IK JcLQdeTr Ayefine, HyanniO.iEhsFac1u--@ttb) A L On the N�ort wes t by the public way c3719d'Scudder A Avenue, One Hundred (100) feet; L Northeast by Lot Six (6), as shown on said plan, Ninety- ! 9 Vi two and 25/100 (92.25) feet; Southeast by Lots Twenty-five (25) and Twenty-four (24), on said plan, by two lines measuring together One �t hundred three and 75/100 (103.75) feet; and ") Southwest by Lot eight (8), on said plan, One hundred Fifteen and 14/100 (115.14) feet; containing 10,400 square feet, by the same more or less. Said lot is shown as LOT 7 on a plan entitled "Subdivision of Land } y1 in Hyannis and Hyannisport, Mass., Property of Alice S. Paine, Jennie K. Paine and Maud M. Bacon", drawn by George F. Clements, p C.E., August 1928, said plan being recorded in Barnstable County Registry of Deeds in Plan Book 36, Page 91. " Subject to rights, reservations, restrictions and easements of \ record insofar as they are in force and applicable. For our title see deed from Robert G. Canning dated January 1960 and recorded at Book 3041 Page 23 in Barnstable County SRegistry of Deeds. IlkWITNESS our hands and seals this !r$ 'da 3'�� 1991. lkw t . qberf Cariiiing �. No = r o - C GB C Chery. B. Canning ( '�.• & i;:�r :°�no _.>.`. Q it COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. '09e 1991 R0U(W_nu.BvnER Then personally appeared the above-named Robert G. Canning and eiARaAy Cheryl B. Canning and acknowledged the for o be their free O�VA�]LafS AT LA act and deed, before me, _ S � �E Notary P bl'c���� C r�rn o l My commission expires: --APR19'91 . 6 U APR 19 9 I . x P.t.ionty�—] ^x� — RLUU�IU�U � Ir A ;3 `t a .. ... ...._._ _. •. ,.. ,.:. . -- - ^c:fin.�. Bk 29606 Ps 0 2e:0325 04-26-2016 03 02P N O T N 0 T A N A N O F F I C I A L O. F F I C I A L C 0 P Y C 0 P Y N 0 T N 0 T A N A N O F F I C I A L O F F I C I A L C O P Y UITCLAIM DE DO p y I,Robin Kroopnick f/k/a Robin M. Rosen, a married woman of 30 Old Mill Road, Woodbridge, CT 06525 f in full consideration of One Dollar and No Cents ($1.00), grant to Jay J. Kroopnick, a married man and Robin Kroopnick, a married woman both of 30 Old Mill Road, Woodbridge, CT 06525,husband and wife,as Tenants by the Entirety, with QUITCLAIM COVENANTS The land, with the buildings situated thereon, if any, in Barnstable(Hyannis), Barnstable,Barnstable County,Massachusetts,bounded and described as follows: (street address: 175 Scudder Avenue, Hyannis,Massachusetts) Q On the Northwest by the public way called Scudder Avenue,One Hundred(100) feet; v) Northeast by Lot No. Six (6), as shown on said plan,Ninety-two and 25/100 (92.25) feet; Southeast by Lots Twenty-five (25) and Twenty-four(24), on said plan,by two III lines measuring together One hundred three and 75/100(103.75)feet; and C7; Southwest by Lot eight(8),on said plan,One hundred Fifteen and 14/009 (115.14)feet; N o Containing 10,400 square feet, by the same more or less. P' 0 Said lot is shown as Lot 7 on a plan entitled"Subdivision of Land in Hyannis and o Hyannisport,Mass., drawn by George F. Clements,C.E.,August 1928. said plan being Q recorded in Barnstable County Registry of Deeds in Plan Book 38,Page 91. Q � Subject to rights,reservations,restrictions and easements of record insofar as they are in force and applicable. The signatory to this deed,under the pains and penalties of perjury hereby releases any right, title or interest said signatory may have acquired under Massachusetts General Laws,Chapter 188,commonly known as the Massachusetts homestead Act and fm.-thermore state no other person has rights of homestead in this property. Z Blc 29606 Pg5l #20325 For title reference, seND@ed'of Robert G. Canning an&l?erTl B. Canning to Robin M. Rosen recorded with the Bhrnstable County Registry of J)As at Book 7501, Page 132. O F F I C I A L O F F I C I A L C0Py 7/-r COPY Witness my hand and seal thi /day of April, 2016. N 0 T N 0 T A N A N O F F I C I A L F I C j A L C O P Y Robin Kroopnick f/k/a Robin M. Rosen COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. On this --day of April, 2016,before me,the undersigned notary public, personally appeared Robin Kroopnick f/k/a Robin M. Rosen proved to me through satisfactory evidence of identification, which was__a /7111 VC)tS GICrlh15 ,to be the � person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose and swore and affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. Notary Public: is ael J. Barrows o My Commission Expires: 4/3/2020 ' BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 44 Commercial Street Raynham,MA 02767 Tel;(508)880-0233 Fax:(508)880-7232 January 14,.2022 Barnstable Board of Health 200 Main Street Hyannis,MA 02601. Attention: Board of Health Agent Reference: B ONEcrobics FAST Treatment System Serial Number: 0213750 Attached please find a copy of the Product Registration Repol;t for the FAST Treatment System,for the startup performed on 1/5/22.at the home of Johnson Janvier located at 175 Scudder Ave,Hyannis,MA.Also,attached is a copy of tl ie fully executed Inspection &Effluent Testing Agreement. If you have any questions or require additional information pl ase do not hesitate to call. Sincerely, �f/astewate� rieat e t '��vi��s, Afe. Enclosures 1 1GdC0T P 0 H A T i 0 I 16002 W. 110th Street lD Lenexa, KS 66219 c Phone 913-4 2-0707 tD Fax: 912-422-0808 e-mail: onsite -blomicrobics.com www;biomicrobics.com•S i300-753-FAST(3278) PRODUCT REGISTRATION: PORT' Product Regis rati Re or must be completed and returned toBio-Microlpics,.Inc. in order to effect warranty.. Date of Start-U t Z Date.Shipped to End User: 0213750 Serial#0213750 OWNER' NAME Johnson Janvier ADDRESS 35 Scudder Ave CITYISTATEIZIP Oyauiis,MA 02601 PHONE/FAX BIO-MICR461CS DISTRIBUTOR NAME J R Sales and Service Inc. ADDRESS 4 4 Commercial Street t CITY/STATE/ZIP Paynham, MA 02767 PHONE/FAX 5 8-823-9566 TAX: 508-880-7232 . INSTALLER k NAME Bortolottj Construction Inc: ADDRESS PP Box 704 CITY/STATE/ZIP Marston Mills MA 02648 i PHONE/FAX 5 8-428-8926 CONSULTING ENGINEER if applicable) NAME Mwn Ca a En ineerin ,Inc. ADDRESS 919 Main Street,Suite C CITY/$TATEIZIP Y irmouthport,MA 02675 I PHONE/FAX 5 8-362-4541 ) Good Bad NA Good Bad NA ELECTRICAL PANELO TREATMENT UN T(S) g. Visual Alarm Operating Air vent clear 0 El Audio Alarm Operai ing 0 Septic tank le al BLOWER(S) Septic tank mE ets min. size Wired for correct voltage Septic tank filled to operating evel Inlet/outlet piped co rectly 0 Air Lift Operati n Pr a Filter element instal ed Recirculation t be in place lcr 0 Blower hood secure Fasteners tigh 7" Blower works corre tly WATER-TIGHT J INTS Blower located with in 100'of H, 0 0 Treatment unit o septic tank x treatment unit Air line clear Entrance tube o insert cover Air inlet screen clea 0 Insert to insert cover Blower hood vents c lear Discharge line onnecdon , I Factory Authorized Pers nnel`. Title: t'JW tC, .Firm: Wastewater Tre tment Se vices Inc. 0 Date. `T' I I E �,:/l�G�.lG,'' r�9 !/�r?�.L%//�/1�`�N.2/!.✓FN.d .�.✓.�t' i F1 Cpna�wn'ciuh r•eer nngr+tumr,MA 2761 ! 11.el:(sag)0004) 33 Inns:(5nR)8Rr}- 2;iz #: i i i INSU-CTION AND TESTING AGRIL EMRNT Agreement en red into by and between Waste►vater Treatment Services,I (herein called WTS)and the FAST®Systen OWNC (herein called:OWNER)for the inspection by WTS of certain equipmen of OWNER + which is deserted below. €. Upon acceptan a of this.a reetnent tit WTS's office,WTS will render the following services only: Equipment will be inspe t atleast 4 times per year that this Agreement remains in effect,with the first inspections be nuring l i 4 . Tliese.inspections will.include; i) Testing of the slut ge depth:in the septic tank, l 2) Inspect or,power esting,and clean/replace intake filter of die all-blew • 3) Inspect on of the alarm system.. i i i. 4) Inspect Dvorall,co,dtion of]ftAS'P Systet», a j l 5) 'Notifte lion to OWNER orally problems encountered, i G) Service the:that 1,outi c;maintenance will be billet)tit hit hnotu•ly rate,plus travel and parts. i WTS sholl.notif e the local 00ar d of Health and Department of Environmental Protection In writing iihin 24 hours l of a system fail m or alooll event including corrective mensures that have been Men. i OWNER will be blued star dard WTS charges far any parts used till repairs or m iinteuance. Any add itional labor tine will be bill to the OWNER at our current labor rates. I Emorgency servi a betweel reg►dar inspections will be provided tit standard labdr rates duringnornial business hours;.at(into Rill one-half fter 5:00 PM and on Saturdays;and at double tittle On Sundays and holidi ys. Emergency selvi o chafes will include a minimum four(4)hour.-,of labor,ph,.- plus mileage and travel chat es. The annual rate includes routinemarnten^!,^ t, .* required for dam ges causet�by abuse,accident,thell,acts of this; ..' the equipment. I VTS shahl r)otbe responsible for failure to render Cite agreed sell rces if caused by slit e ,'t:sisu v disputes,non-c perution by OWNER,or other factors beyond the control of S. ; OWNER undersi ands and a Tees that WTS is not res ornsMe for special incidet tal or consc. Including but not limited to loss of time,Injury to person or p -rw;; y : ,; + OWNER agrees lint WTS rally enter OWNER's property and have acceptable o eess to all areas dec led b WTS tone necessary of appropi nle for WTS to pet f fie rounder. its duties euutici. y l Current WTS pra tice is.to solid OWNER approximately 10 flays before expirati n of the tolin of tlrc t,rant1: contract tin lnvojc for one y ar of service.. It is OWNER's res onsil.l"••' -- receive the paynietit before a piration of the current contract year to assure continitous contract dove r, -y � l uw to return payment may result at the electron of in suspension ofseiv�ice,cancellation of ills contract and/or nullification 1`wtir+anties ` TS, r i pt t t ¢ 12/15/21,8:44 AM HPSCAN,20211213230235802 2021- 2-13 230323020.jpeg I �. OWNER.n ay not asst n this contract without the prior written consent of I VTS. It will remain n force until a party canoes by writtm notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT 13io-Microb es M`icrohAST.5 ')213`I50 Hyannis,MA $780.00* (I"yew) General-Denite S440.004°(After; ill wmp s EQUIPMEJ qTOWN Wtastetiti•titer Treat-nenf Sca•vices Inc. I *Signed by I)WNER-. a 1 Johnson Jan ier 'hl Commerciitl Sup;et 175 Scudder Avenue Raynham, MA-027 17 Hyannis;.M A 02601 Tel:(508),880-023 Fax;(508)880-723`; Tel: (7741)8 6=2G85 II ` E-mail; john•oitjanvic111,11 �gmaiLcom EI'fcetivc.Date of A recment t 1 I 2-- t OWNER un lerslands (1)ANNUAL RATE?payment is for olio year vial commencing oil(lie effective(late set . forth above a ad is noia-r-lumdable;(2)Current OFF Regulations require OW,qFjj to naainlain I s rvice agreemen( for the life of(lie FASP.Sy`km;toad(3) NNUAL RATE is subject to chaa ge.based on current IVTS ra(es. 'I t LIAYG It1,A')AND 11 1 i:IlSTANJD ai ? ECOING. *Signed by C WNER:'. h Effluent Tes in 1 Town Rcguir ments are our(4)grab sample per epl for e, ;i e and accost of$21 .00/test. } *Approval fbi Additional Testing if Rcgnired a Owner's Siglaahrec — Operator ass geed: 4icltnel Moreau Telephone: 508 880-0233 # 3 i Your r)ioi)ej tv is subi ct to a S50.001 ear fee for(lie Barnstable Cough,Seotic Ma im uenaent Pro ram* I t p8 f F i S r a Y a https-//mail.google.comimail/u/ /#InboaJFM 'gzGllVhmCbNtRTpkdHVsZtVwldv2?projector=l&messageQartld=0.1 1/1 44 Commercial Street Raynham,MA 02767 Tel:(508)880-0233 Fax:(508)880-7232 January 14, 2022 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0213750 Attached please find a copy of the Product Registration Report for the FAST Treatment System, for the startup performed on 1/5/22 at the home of Johnson Janvier located at 175 Scudder Ave, Hyannis, MA. Also,attached is a copy of the fully executed Inspection &Effluent Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, A1ae wa&,,- Tmea wee Ye wu es 4e, Enclosures , f4C0fir' 0tATE0 16002 W. 1101h Street Lenexa, KS 66219 6�) Phone 913-422-0707 eD Fax: 912-422-0808 e-mail: onsite _biomicrobics.com >g>www.biomicrobics.com% 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product RegistrRjn Re ort must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Stall-U 1 ZT Date Shipped to End User: 0213750 Serial#0213750 i OWNER NAME Johnson Janvier ADDRESS 1,75 Scudder Ave CITY/STATE/ZIP Hyannis,MA 02601 PHONE/FAX E10-MICROBICS DISTRIBUTOR NAME J&R Sales and Service, Inc. ADDRESS 44 Commercial Sheet CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME Bortolotti Construction, Inc. ADDRESS PO Box 704 CITY/STATE/ZIP Marston Mills,MA 02648 PHONE/FAX 508-428-8926 l CONSULTING ENGINEER if applicable NAME Down Cape Engineering,Inc, ADDRESS 939 Main Street,Suite C CITY/STATE/ZIP Yarmouthport,MA 02675 PHONE/FAX 508-362-4541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating 0 0 Air vent clear Audio Alarm Operating 0 0 Septic tank level �y�" BLOWER(S) Septic tank meets min. size Wired for correct voltage 0 Septic tank filled to 0 operating level Inlet/outlet piped correctly 0 Air Lift Operation 0 Filter element installed 0 Recirculation tube in place 0 Blower hood secure 0 Fasteners tight 0 Blower works correctly 421 0 WATER-TIGHT JOINTS Blower located within 100'of 0 0 Treatment unit to septic tank 0 treatment unit Air line clear 160 Entrance tube to insert cover 0 0 Air inlet screen clear A 0 Insert to insert cover 0 Blower hood vents clear 0 Discharge line connection 0 Factory Authorized Personnel: Title: ('v��-�- Firm: Wastewater Treatment Services Inc. 0 Date: ' S Z'L i Id CouuucE'ciu}tiTrecf r Roynhum.MA 02767 B'cl:(500)1180-1)233 (509)880-7232 : i } I 3 INSPECTION AND Tt;STING AGREEMENT Agreement entered into by anti between Wastewater Treatment Sea-vices,l<rlc.(herein called WTS)and tine FASV System OWNER(herein called OWNER)for the inspection by WITS of certuin equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office, WTS will render the following services only; Equipment will be iitsl)eQteq at feast 4 times per year that this Agreement remains in effect,with the first inspections beginning 45 These inspections will include; r r 1) Testing of the sludge depth in the septic tank, i € l F E 2) Inspection,power testing and clean/replace intake filter of the air blower. 1 8 3) Inspection of the alarm system. i I � i 2 1 4) Inspect overall condition of TASSP System, l yy 4 'I 5) Notification to OWNER ot'any problems encountered. s l G) Service other than routine maintenutice will be hilted at an hourly rate,plus travel and parts. i WTS shall notify the local Board of i-tealth and Department of Environmental Protection in writing within 24 hours i of a system failure or alarm event including corrective measures that have been taken. OWNER will be.billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNEIt at our current labor rates. i : Emergency service between regular inspections will be provided tit standard labor rates during normal business (tours;at time and one-half after 5:00 PM and on Saturdays;and at doable time on Sundays and holidays. Emergency service eharges will include a minimum four(4)hours of labor,it— plus mileage and travel charges. The annual rate includes routinemainte!tas: rb'tt t_•^^ ::: !_:'.-__;- s r t required for damages caused by abuse,accident,theft,acts of the equipment. WTS shall not be responsible for failure to render fire agreed services if caused by disputes,non-cooperation by OWNER,or other actors beyond the control of WTS.- t i s OWNER understands and agrees that WTS is not responsible for special,incidental or including but not limited to loss of time,injury to person or 3 OWNER agrees that WTS may enter OWNER's property and have acceptable access to ail areas deemed by WTS = 1 to be necessary or appropriate for WTS to perform its duties hereunder. � g Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the cu„rc.,'. t contract an invoice for one year of service. It is OWNER's responsih;.... receive the payment before expiration ofthe current contract year to assnne continuous Contract covcja --,, to return payment may result in suspension of service,cancellation of file contract and/or nullification of warranties, at the election of WTS. i 9 u t i 12115/21,8:44 AM HPSCAN_202112'13230235602_2021-12-13_230323020.jpeg OWNER nlay not assign this contract without the prior written consent of W'TS. It will rennin in force until a party cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL NO: LOCATION ANNUAL ItATE' I'EPUVIIT Bio-Microbics MicroFAST.5 %)Z13750 Hyannis, MA $780.00:� (1"ye(n) General-Denite $440.00'2` (Affer 1!Q WNT.EN'T OWN) � w astew,14-er'Freatinent Services,111C. *Signed by OWNI:;Rt:._. Signed/:;-t`'gidt)i -_ SX, i Johnson Janvier 44 Commercial Street 175 Scudder Avenue Raynliam, NIA 02767 Hyannis,MA 02601 Tel:(509)880-0233 Fax: (508)880-7232 Ted: (774) 836-2685 ,L,Z E-mail: iohnsoiiianvici'@gnaa;il.conl Effective Date of Agreement OWNERunderstands that(1)ANNUAL IZAT1 payment is I'oa one year only commencing on the effective date set Forth above and is non-refundable; (2)Current.DI?P Regulations require OWNER to maintain a service agreement for the life of the h'ASP-S,•-mi;and(3)ANNUAL RATE is subject to change based on current W'TS rates. I HAVE READ ANID U .1 i RSTAND 11 , REGOING. *Signed by OWNER: Eftlucut Testiut� Towns.Requirements are four(4)grab sample per =eaa for c, it••e and' CN Nil a cost of$215.00/test. `Approval I'm Additional Testing if Required _^ Owner's Si nature g Operator assigned: Michael Moreau Telephone: (508)880-0233 l I 1 f 'Your property is subject to a$50.00/year tee for[lie liarm;tabie County Septic Management Prog,raau" I I j a t a https://mail.google.com/mail/u/O/#inbox/FMfcgzGllVhmCbNtRTpkdHVsZtVwldvZ?projector=1&messagePartld=O.l 1/1 x REMOTE BLOWER PER TION SYSTEM PROFILE NOTES tr SYSTEM DESIGN: . ALL SEEM COMPONENTS PE: O B£ v Ele n Sch: et + OWNER MARKED WITH MAGNETIC TAPE: OR i (NOT To SCALE) COMPARABLE MEANS FOR FUTIURE LOCATION. 1. DATUM IS NAVD 88 evens St• GARBAGE DISPOSER IS NOT ALLOWED " ACCESS COVERS TO WITHIN 6' OF FIN. GRADE TOP FOUND. EL 32.4 1.5 VENT PIPING 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING Mitchells t Nor h DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440` GPD \ FILTER FABRIC OVER STONE _ - 32.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED .OVER,SEEM 32.5 USE A 440 GPD DESIGN FLOW WATERTEST D'BOX FOR LEVELNESS BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS MIN. 2' CKNESS PRECAST RISERS TO BE AASHO H-]Q West Moimn St. Mtn ACCESS PORTS I 1 4*OSCH40 PVC MORTAR ALL + TREATED WATER OUTLET PIPES LEVEL 1ST 2' COMPONENTS INVER2T IN 29.0 5. PIPE JOINTS TO BE MADE WATERTIGHT. e S SEPTIC TANK: 440 GPD (2) = 880 " �-- I 30.3t*' I��ENDS ( ') SIDES 29.83' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Pie USE A MICROFAST 0.5 TANK 310 CMR ( ) 29.81' °°°°° ° o ° °oo 29.56' ' 15 000 TITLE 5. Y --- --- - o ° o 0 0 6 MIN SUMP >o°o°o°oo o°°°°°o° � WASTE INLET (MIN. o 0 0 0 0 0 > ° °°° ° ° ° °°° LEACHING: ,; ° ° 0 ° ° ° >°° ° o° NINO INA901 oo 0,00000000000 12" MIN. INT. DIM. °°°°° ° °°° ° ° �.. 3" ABOVE OUTLET) °^ ° °° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus z SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD ' S 29,34' °o °°°°°o°0 27.0' BE USED FOR LOT LINE STAKING OR ANY OTHER Ook .:i• 50" ° °°° ° °°°°° ° PURPOSE. BOTTOM 33.5 x 12.8 .74 = 317 GPD 6" DIAM. HOLE + _ LH-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQU 8. PIPE FOR-SEPTIC SYSTEM TO SCH. 40-e PVC. 3/4'-1 1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REEQUIRED Smifh TOTAL 614 S.F. 454 GPD ALL AROUND PRECAST STRUCTURES o00,°00000°000°00000°°°000000°o°o0Oo00`00o0o°,° 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' 9. COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED da - 0000000000°00000°OoO0000000000o,00Q0o0oo000000000000 - - O GJ Je• .00000000000000000000000000000o,o0C0o00o00000000000° COMPACTK)N. .(15.221 [2n WITHOUT INSPECTION BY BOARD OF HEALTH AND 5 USE 3 500 GAL. LEACHING CHAMBERS ACME OR EQUAL °^°^°^°^°^°^ ^°^ °^°^°^°^°^ PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH (4).STONE ALL AROUND ( ) ( 2 sLOPE)MIN. (�x sL�� ( 1 x SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 0.5 MICROFAST WITHIN 22, _ LEACHING DIGSAFE (1-888-344-7233) .AND VERIFYING THE LOCUS MAP FOUNDATION 24 H-10 FAST CHAMBER D BOX 19 22.0' BOTTOM TH-1 (MIN. 1500. GAL. SIZE) FACILITY NO GROUNDWATER FOUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000't MA 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 289 PARCEL 167 i REMOVED BENEATH AND 5' AROUND THE PROPOSED . APPROVED DATE BOARD OF HEALTH LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND (AREA.OF MINIMAL FLOOD HAZARD) AS REFER TO INSTALLATION INSTRUCTIONS AND NOTES FOR FAST SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. SPECIFICATIONS FOR THE 0.5 MICROFAST I. Airline piping to FAST®may not exceed 100 FT [3om] total SHOWN ON COMMUNITY PANEL #25001 C0568J UNIT length and have a maximum of 4 elbows in the piping system. DATED 7/16/2014 9 P P 9 y *THE INSTALLER SHALL.VERIFY THE LOCATIONS•OF ALL For distances greater than 100 FT [30m] consult factory. Blower UTILITIES AND ALL BUILDING SEWER OUTLETS.AND ELEVATIONS OPERATIONS AND MAINTENANCE AGREEMENT must be located above flood levels on a concrete base 2.6" X PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SITE IS LOCATED WITHIN A ZONE II REQUIRED FOR THE LIFE OF THE SYSTEM 20" x 2" [65.X 50 x 5cm] min. EFFLUENT TESTING SHALL BE REQUIRED AS 2• Vent to desired location and cover opening with a vent grate PER TOWN OF BARNSTABLE AND TITLE 5 with at least 7 sq in.[45 sq. cm] open surface area. Secure with VARIANCES REQUESTED: stainless steel screws. Vent piping must not allow condensate UNDER.MAX. FEASIBLE COMPLIANCE 15.405: THIS SYSTEM SHALL BE RECORDED ON THE build up or create back. pressure. Vent must be above finished DEED TO THE PROPERTY grade or higher (see sheet 4 of 4). (1 b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 10.0') 3- All appurtenances to FAST®(e.g. tanks, access ports, ` electrical, etc.) must conform to all applicable country, state, province, and local plumbing and electrical codes. Pump out access shall be adequate to thoroughly clean out both zones. I f 4. All inspection, viewing and pump out ports must be secu:red to prevent accidental or unauthorized access. } 5. Tank, piping, conduit, etc. are provided by others. Blower control system by Bio-Microbics, Inc. See Installation Manual M 6. If less than the specified minimums are'considered necessary, consult factory for guidance. 7. All piping and ancillary equipment installed after FAST must not impede or restrict free flow of effluent. 8- The tank(s) shall be designed to prevent air passage between the settling zone/tank and the treatment zone and preventing an air lock. Examples include a baffle Wall sealed to the lid or treatment zone inlet line with a pipe cap. Consult factory for guidance. 9. Installations using a FAST®system lid are capable of i withstanding AASHTO H-10 equivalent loads. Any installation in I which a FAST lid is buried deeper than 3 feet, or where I additional loading conditions may occur, a professional engineer should .be consulted. FAST®with feet option should .be considered. Refer to Installation Manual for more details. LEGEND o 0 10. S ecialized treatment levels may require specific features to P I 99 EXISTING CONTOUR be incorporated into the tank design. Consult factory for guidance. Inspection/ X 99.1 EXIST. SPOT ELEV. �• Pump out Ports 9 [991-- PROPOSED CONTOUR see notes 3" [8]0 MIN vent pipe 3-5 see note 2 198:4] PROPOSED SPOT EL Q TH1 6"0 [15] TEST HOLE Inspection Joints must be GRAVES SLOPE OF GROUND nots Port/Vent see water tight ,� DRIVE x UTILITY POLE " 110]0 FASTO ARE HYDRANT eff Uent pl e More NOT ALL srMeols MAY APPEAR IN oRAWINc see note Off• \ 2" 5]rMIN TITLE 5 SITE PLAN. . . [ �2 G Blower Piping � � �j o � see note 1 LOT 7 O EXISTING a DWELLING \ ' OF s 10,765f S.F. DEC TEST HOLE LOGS 151/8' ±1/8" a TOF = 32.4 �.- 04„ °d aQ � DANIEL E. GONSALVES, SE #13587 [15 ° !.ORATE° o 0 175 SCUDDER AVENUE ENGINEER. _ BENCHMARK: N� w -WITNESS: DON DESMARAIS C32NTRNAVD88 c \ \ STEP DATE: 6/23/21 15 1/4 MIN PROP. AND B FlN�L - HYANNIS, MA [39 MIN] / 0 0' `�P PLACEM T ONTR OR WITH PERC. RATE _ < 2 MIN/INCH 41 1/4" MIN c 'o HOMEOWN CON n PREPARED FOR o CLASS I SOILS p# 21-169 [104.6 MINI o BORTOLOTTI . CONSTRUCTION/ 24 MIN � i � ►`, Q ELEV. " Q ELEV. Influent 161 MIN] 32.5 33.0 waste See Note 8 ' s H1 ROBIN . KROOPNICK FILL FILL k y connection between zones 6 3/9' MIN DATE: JUNE 28, 2021 " 16.1 MIN k DON REV: 0 T 12 14 [ ] 33 x C OBER 21 , 2021 (I/A) A A see note 6 / REV: NOVEMBER 8, 2021 (TANK LOCATION) LS Ls Setfiing Zone Treatment Zone I 350 Gallon MIN [1300 L MIN] 450 Gallon MIN [1700 L MIN] 32 1OYR 3/3 31.0' 20„ 1OYR 3/3 r #� I 18" 1.33' r` �� 1'+ B B ---_------ 1,_ �` DANIEL s� �� DANIELA. Scale: = 20' LS I ---------------=--------�-----;-i------------_--------_----- ----i � � OJALA � .,�o OJALA LS r 1OYR 6/6 " 1OYR 6/6 I I I 54" I CIVIL " I \Nl". 'v�•a o0.40980 SN M � 34 0.33' 11 I [137.21 �o.4650� o 0 10 20 30 40 50 FEET 9.67 32 I F - 25" E- 31 1/4" MIN f � �� ssAc qNp S c/sreR - ---[63.5 [- [79.4 MINI o� DANIEL tiG� NIELA. s,�A�EN OJALA --� of 508-362-4541 A. CIVIL fox 508-362-9880 C C o OJALA `� No.46502 I downca e.com PERC I I I I No.40980 F MS MS i i i I �� �'°��F�,si.4V ��`` I I _ I �� S, FSS, -- G ,ve eng��ee�idg 10C. 2.5Y 7/6 2.5Y 7/6 ------------- -----_---- ------ ,. -� !,q yo o�art�- n , ---- 2 1/2 MIN ti®SUR civil. engineer's Opening for FAST® [6.4 MIN] /ond surveyors 126" 22.0' 126" 22.5' module to sit on tank 671/2" MIN border for sealing -¢ 939 Main Street ( Rte 6A) f [171.5 ] MIN and securing the YARMOUTHPORT MA 02675 1 NO GROUNDWATER ENCOUNTERED lid and liner to tank DATE DANIEL A. OJALA, P.E., P.LS. I 1 LICE #2 1 =200 21-200 BORTOLOTTI-KROOPNICK:DWG i