Loading...
HomeMy WebLinkAbout0016 OLD PHINNEY'S LANE - Health 16 OLD PHINNEY'S LANE Barnstable (formerly: 1627,Phinney's) A = 276 018•-. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 January 30, 2019 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0209969 'To whom it may concern: Attached please .find a copy of the Product Registration Report for the FAST Treatment System, for the startup performed on 1l30%2019 at the home of Thomas Smith located at 16 Old Phinneys Lane,Barnstable, MA. Al:o, attached is a copy of the fully executed Operations & Maintenance Agreemerit. if you have any questions or require additional information please do not hesitate to call, Sincerely, Sharo !M. Foster Enclosures R P J Ft A T E. 0 8450 Cole Parkway Shawnee, KS 66227 * Phone 913-422-0707 Fax: 912-422-0808 e-mail: onsiteabiomicrobics.com*www.biomicrohics.com *k*800-753-FAST 3278 PRODUCT REGISTRATION REPORT Product Registr tion eport must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up 0 l Date Shipped to End User 5/23/18 Serial# 0209969 OWNER . ICITYISTATE/Zip EBarnstable, s Smith SS hinne s Lane MA 0263/FAX BIO-MICROBICS DISTRIBUTOR ales and Service,Inc. SS mercial Street CITY/STATE/ZIP I Raynham, MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME E. Stevens Construction ADDRESS P.O.Box 71 CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX 50&776-9054 CONSULTING ENGINEER if applicable) NAME Down Ca e En ineerin ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouthport,MA 02675 PHONE/FAX Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to Inlet/outlet piped correctly operating.level� � Air Lift Operation Filter element installed 17 Recirculation tube in place Blower hood secure Fasteners tight Blower works correctly or 0 WATER-TIGHT JOINTS Blower located within 100'of �/ Treatment unit to septic tank treatment unit Air line clear — Entrance tube to insert cover Air inlet screen clear � Insert to insert cover Blower hood vents clear �/ Discharge line connection Factory Authorized Personnel: _ T Firm: Wastewater TreatmenASe ces Inc. itle: Date: 0 i ) i ow �1 N° U I i M 44 Commercial Street Raynham, MA 02767 Tel:(508)880-0233 INSPECTION AND TESTING AGREEMENT Fax:(508)880-7232 Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the " FAST®System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspe to atlgas�qt 4 times per year for the first year(then reduces to 2 times)with the first inspections beginning ap�Q These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST®System. S) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and pants. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to tile,OWNER at current labor rates of$80.00 per hour. 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 oil Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. r Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST b R �� Barnstable MA $740.00 General-Denite I Includes(4)Field Tests EQUIPMENT OWNER Wastewater Treatment Services Inc. WOO *Signed by OWNER: Thomas Smith Signed&j�e y *Address: 1627 Phinneys Lane 44 Commercial Street . Raynham,MA 02767 Tele:(508)880-0233 *City: State: Zip: Fax:(508)880-7232 Barnstable MA 02630 Telephone 508-992-7255 Effective Date of Agreement 0 E-mail address: OWNER understands that(1)ANNUAL RATE payment,is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the F System VE READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER. Field Testins Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2) Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating. 4) Turbidity, less than or equal to 40 NTU. If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE I COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT. Effluent Testine State requirements are four(4)grab samples per ear for the first year and 2 times per year thereafter for Nitrate, Nitrite,and TKN at a cost of$2 . test. *Approval for Testing Owner's Signature Operator assigned: Michael Morean Telephone: (508)989-2744 . �����utatei��serztrizerr�i.Iel�u,%ce6;�rzc. 44 COmril2rClal Street Yle,mocompiefe all Items marlad.° _ Raynham,MA ( including twee signatures.Mail 02767 signed original contract to: wastewater Treatment Services.Inc.• 44 Commercial StmeE TO(508)880-0233, Raynham.MA 02767 FeX:(508)880-7232 INSPECTION-ANV EFFI,UkNT TESTING AGREEMENT Agreement entered into by and between Wastewatiw eahneut Seiwices,:Inc.(herein called WTS)and the I FASTO System OWNER y _ (herb called OWNER)`for the inspection by WTS of certain equipmen(of OWNER which is described below. Upon acceptance of tliis agreement At WTS's office,WTS will render the following services only: Equipment will be inspect at ast4 times per yearabat this Agreement:remains in effect,`with'thetirst inspections beginning These inspections will include. 1) Testing gthe sludge de"th in these�tic tank. . ge _P l? F ,2) Inspection;power testing and clean/replaco intake Ater of the air blower. 3), Inspection of the alarm system. 4) :Inspect overall condition of FASV System. 5) Notification to OWNER of any pi oblems encountered. .x Service other flian routine maintenance will be billed at an liouly rate;plus'ilavel and'pans:. t { • WTS shall notify the local Board of Health and Depiu tment of Enviromnentid)?kdtection in writing within 24 hours of a system failure or alarm.event including corrective measures that havebeen taken. OWNER will be billed standard WTS charges for arty parts used in repairs or iinaintenance..Any additional labor time will be billed to fire OWNER at current labor rates:of$80:0(1 per hour. Emergency service between regular:inspections will be provided at standard labor rates during uormal business hours;at time and ohe;half after S:OO.FM and on Saturday's;arid;at double time on Sundays and' holidays. Emergency service charges will include a minimum four(4)hours o:f..labor,,plus standard WTS cll>u gas for parts,plus arirleage and travel charges. Tie annual rate includes routine maintenance,but does:not include repairs required fordamages causedby abase,accident,theft,acts ofthird persons,forces of nature, or alterations made to the equipment. WTS-shall not be responsible for failure to render the agreed services if caused by itri es,labor disputes,non=cooperation by'OWNER,or other factors beyond the control of WTS: OWNER understands and agrees tha€WTS his not responsible'for special,incidental or:consequential. damages,iticludmg but not limtted to loss,of time,injury to person or property,>or equipment failure. ` t OWNER ogees that*379 may enter'OWNEl2's•p operty undhave acceptable'access:toail areas deemed by .° WTS to be necessary or appppnate for WTS:to perform its duties hereunder. Current WTS practice'is to send'OWNER approxiinately10 days before expiration.oftheterm of the current contract an invoipe for one year of seivice. It is OWNER's responsibility to timely return the payment. WTS must receive the payment`before expiration of the current contract year to assure continuous contract coverage: Failure to return-payment may result in suspension of service,cancellation of the contract and/or nullifioation,of warranties,at the election of WTS: OWNER may not assign this coritraet Without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the,-other ai the address given herein. MANUFACTURER MODEL NO. SERIAL NO. LOCATION .ANNUAL RATE $io-Microbics . MicroFAST `0209969 Barnstable,MA $470.00 EOUIPMRNT 935 )!R _ ✓Wastewater'Treatment'Services.Inc. A f ' *Signed'by OWNER: Thomas Smith, Signed: �tl ►�-- '. - . *Address: 16 Old Phinney's Who - 44 Commercial Street Raynhain,MA 02767 Tole:(508)880-0233 *City: State: Zip: - Fax:(508)880-7232 Barnstable MA '02630 Telephone 508-992-7255 Effective Date of Agreement -E-Mail address OWNER understands tiat{1)ANNUAL RATE payment is for oiie year only commencing on-the effective date set forth above-and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a' seivice agreement for the life of the PAST`9 System;and(3)ANNUAL RATE is subject to change based on current WTS rates. I HAVE . _ _ E .STAND TI TOREGOING. „Signed by OWNER: ,- Effluent Testine Effluent•sample.taken 4 times per year for 2 years and delivered to a qualified testing lab-fdr evaluation. Results sent to State andaocal Agencies as weir as'the OWNER, OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be a taken for laboratory testing perfonnod. PERMIT: - *0EEASE CHECK ONE) (X )GENERAL: ( ')REMEDIAL: ( '`)PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(IY or(N)if YES,please attach copy of permit (X)pH,CBOD5,TSS,Nitrate,Nitrite,TIG4 O Qther: '*Cost for testing: $280.00/Visit Operator assigned: McLaellVMoreau Telephone: 50�0 986-02 *Approval for B$luent Testin Owner's Signature ` Your akopcity is subject to a$50 00/year fee foi:the Barnstable County Septie'Manaserbent Program. •1 1 TOWN N OF BARNSTABLE LOCATION i lc'? rwer4 S Lai., SEWAGE# VILLAGE ,'Z�-� 1� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. CQ kC,. 31-Ej ej4 S SEPTIC TANK CAPACITY 13-W ® i rf.o S} LEACHING FACILITY:(type) C �2����q� (size) NO.OF BEDROOMS OWNER 6M r PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I C v ` ern � K� c� c o V Q1 d 0 w T , No. 1­'Entered in computer: THE COMMONWEALTH O JS i TTS Tom,, 0)" PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes lit ion for Disposal 6pstrin (Construction 30Prmit o �a I d Ph i hneqJ S Application for a Permit to Construct%a epair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �(�, 7n P h kwy (a Nf Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a7c^ O(e 0 ► �=+o t7 — i1la5(n l z Installer's Name,Address,and Tel.No. CkI C ST:Rr"") Desi�er's an ame,Address, d Tel.No. 7f Aft0%DV5►A/"5 OW 0Z6`18 X Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) d'L gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title +Size of Septic Tank /5 (�rU AAA-0 c' S Type of S.A.S. 00 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 nmental Code and not to place the system in operation until a Certificate of Compliance has been issue this B �dof Heath. i ed Date Application Approved by Date4�211 lq_ Application Disapproved by Date for the following reasons Permit No. /� Date Issued V1 - No. . \ �NF�e ( I THE COMMONWEALTH O -MASS "C USETTS 'Entered in computer: " wn e))"5APU13LIt HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Q�� IPh► � I YIra. Lott for �BlefloBal 6pstem Construction Permit " �to. Application for a Permit to Construct( Repair(') Upgrade( ) Abandon O ❑Complete System ❑Individual Components } ,Location Address or L oi No. ate h!M l4 r�� Owner's Name,Address,and Tel.No. j parr i 5.e. - TM Assessor's Map/Parced 'a,76 .01� ( � V(es�so 0 3L Installer's Name,Address,and Tel':No. Cki c >TEMAJZ Desig er's Name,Address,and Tel.No. _ '� .� �/ rnAesrovsw►� 5�mot-oZevB. TyPe^of Buildin r� � °V �scn,,(c�• �,"� '� g• .. t Dwelling No.of Bedrooms Lot Size ! f t asq''ft. Garbage Grinder( ) Other Type of Building No.of Pers ns I ja I Showers r( ) Cafeteria( )� Other Fixtures" -° v i Design Flow(mm.required) a a Q gpd Design flow provided gpd ' Plan IOate Number of sheets Revision Date Size of Septic Tank >tY "� Typ f S.A.S. Description of Soil./ Nature of Repairs or Alterations(Answer when applicable) �r✓ 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 th£mvira ental Code and not to place the system in operation until a Certificate of Compliance has been issued b4thisBo dofHealted b Date Application Approved by / Date/ / ,. Application Disapproved y Date r for the following reasons -r Permit No. %^ Date Issued --- THE COMMONWEALTH OF MASSACHUSETTS�» wu -BARNSTABLE,MASSACHUSETTS 5P Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposalrb.system Constructed(X Repaired( ) Upgraded( ) Abandoned( )by ' <at / �/ / .� ' en cons c1l d d with the provisions of Title 5 and the for Disposal System Construction Permit No. da Installer 4LRLi Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system w Il-fun io a igned. Date Ins o Inspector ------- --, - ----✓--- .------------- ---------------- --- ---------------------e-------------- -' a� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS misposa *pstem-CouBtruropn Prm Ptt r._. -. >. / Pe fission is hereby granted to Construct( Re air( ) Upgrade , Ab don ,1 A System located at f .V lj 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:Constructi n must Je completed within three years of the date of this permit. Date Approved byWA ) pvl� y f. 'x 44 Commercial Street Please complete all items marked$ Raynham, MA including three signatures. Mail 02767 signed original contract to: Wastewater Treatment Services Inc 44 Commercial Street Tel: (508) 880-0233 RMynham.MA 02767 Fax: (508)880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FAST®System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at 1 ast 4 times per year that this Agreement remains in effect,with the first inspections beginning r .1 e / . These inspections will include: 1) Testing of the sludge depth in the-septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST®System. 5) Notification to OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of.labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance,but does not ! include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages,including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. i 1 Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one,year of service. It is OWNER's responsibility to timely return the payment. WTS must receive the payment-before expiration of the current contract year to assure continuous contract coverage. Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,_at the election of WTS. OWNER may not assign this contract without the prior. written consent of WTS. It will remain in force until a party cancels by written notice to the-other at the address given herein, MANUFACTURER MODEL NO. SERIAL NO. LOCATION ' ANNUAL RATE Bio-Microbics MicroFAST 0200969 Barnstable,MA $470.00 EQUIPMENT OWNER ✓ ` astewater'Treatment Services Inc. * Signed by OWNER: _ Thomas Smith Signed.: *Address: 16 Old Phinney's Lane 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *City:- State: Zip: Fax:(508)88077232 Barnstable MA 02630 a Telephone 508-992-7255 Effective Date of Agreement &Mail.address: . OWNER understands that(1)ANNUAL RATE payment is for one year only comrnencin,g on the.effective date set.forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST" and(3)ANNUAL RATE is subject to change based on current WTS rates. I.HAVE E STAND THE FOREGOING. *'Signed by OWNER: Effluent Testing r Effluent sample taken 4 times per year for 2 years and delivered to a:qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERMIT: *(PLEASE CHECK ONE) (X )GENERAL O REMEDIAL (. ,)PROVISIONAL , *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(I):if YES,please attach copy of permit W,pH,CB0D5,TSS,Nitrate,Nitrite,TI<N ( )Other: *Cost for testing: S280.00Nisit Ope.rator assigned: MicMel Moreau Telephone: (508)480-4213-00 *Approval for Effluent Testing Owner's Signature Your property is subiect to a$50.00%year fee for the Barnstable County Septic Management Program. r C � Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein. MANUFACTURER MODEL N0. SERIAL NO, LOCATION ANNUAL RA )'BRMIT Bio-Microbics MicroFAST Barnstable MA $740.00 General-Denite Includes(4)Field Tests EQUIPMENT OWNER Waste vat r Trea Went S rvlInc. *Signed by OWNER: l � ¢� Thomas Smith Signed Ll,4 y *Address: 1627 Phinneys Lane 44 Commercial Street . Raynham,MA 02767 Tole:(508)880-0233 *City: State: Zip: Fax:(508)880-7232 Barnstable MA 02630 Telephone. 508-992-7255 Effective Date of Agreement Ij E-mail address-.- OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the F System VE READ AND UNDERSTAND THE FOREGOING. Signed by OWNER. Field Testlne C Onsite testing will be performed quarterly for the first year and 2 times per jeer thereafter. Results will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BODS and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2) Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating. 4) Turbidity,less than or equal to 40 NTU. If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200.00NISIT. Effluent Testing State requirements aro four(4)grab samples per e .for, first year and 2 times per,year thereafter for Nitrate, Nitrite,and TKN at a cost of$2 test. *Approval � r pp !for Testing Owner's Signature Operator assigned: Michael Moreau Telephone: (508)989-2744 r7— �67ob Town ®f Barnstable Reguktory Services Thomas F. Geiler,Director BARNSTAIAX, NASO, ,g Public Health Division s63g. g0 Thomas McKean,Director 200 Main Street,Hyannis,Imo.02601 Office: 508462-4644 'Fax: 508-790.=6304 I nstaller& ]IDesijginer Certification]Corm Date:. Z �� �� Sewage]Permit#2d/1— )50 Ass sessor'Is l apTarcel Designer: CApe � �✓le2►'�fI Installer: V I Address: J�t l�' rz!A; �� tI Address: -7 1 • Lam'�t o'u Tom. l� ►rz��ow5 �� ��S h119 ®Cso9b On 13 )Y �('l"L S�ti was issued a permit to install a installer: septic system at .() �s Mt Ln. f based on a design drawn by (a dress) b 7-7 d0k► fi 4Lr\ It, aIk dated rt.tl. 3b/ !6 esigner) I certify that the septic system referenced above was'installed substantially according to the design, which may include.miner approved changes such as lateral relocation of the -distribution box and/or septic tank. 3/10a I certify that-the septic system.referenced above was installed with major changes (i.e. greater than.10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. L36 NI L A {11,tA It 3 ca tr " (Installer's Signature) IV IL (Designer �'s Si atur (Affix Designer's Stamp Here) . � t PLEASE 'RETURN TO BARNSTABLIE PUBLIC HEALTH IDWISION. CEIbTH+ICATE OF CoAyLLkNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Fozm 3-26-04.doc e-k 30457 Pa285 g219151 05-01-201.7 Q 01250n Page 1 of 2 Return to: t{9 02-/76 DEED RESTRICTION WHEREAS,BONNIE A.SMITH,TRUSTEE of the MONOMOSCOY ISLAND REALTY TRUST,u/d/t dated June 16, 1986 and recorded on July 28, 1986 at Barnstable County Registry of Deeds;in Book 5214,Page 237,with a mailing address of 226 Monomoscoy Road,Mashpec,MA,02649,is the owner of land located at 1627 Phinney's Lane,Barnstable County,Commonwealth of Massachusetts,02630 (hereinafter referred to as"Monomoscoy''),and being shown on Assessor's Map as N Map/Block/Lot 276-018,and fin ther described in Deed dated January 6,2005 and duly o recorded on February 25,2005 at Barnstable County Registry of Deeds in Book 19563, Page 109;and WHEREAS,Monomoscoy,as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works co construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; Ch WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system.in compliance with 310 a CMR 15.200,State Environmental Code,Title V,Minimum Requirements for the r` Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building .Na permit for the construction of a single-family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document;and NOW,THEREFORE,Monomoscoy does hereby place the following restriction 00 on the above-referenced land in accordance with its agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. 1627 Phinney's Lane,Barnstable,Barnstable County,Commonwealth of Massachusetts,02360,may have constructed upon the lot a house containing no more than two(2)bedrooms. Monomoscoy agrees that this shall be a permanent deed restriction affecting Lot 018 located on 1627 Phinney's Lane,Barnstable,Massachusetts, 02360. j IL Bk 30457 Pg286 #2105L WITNESS my hand and seal this 22 day of APRIL,2017. (2 Bonnie A.Smith,Trustee of Mon osco Island Realty Trust COMMONWEALTH OF MASSACHUSETI'S ) COUNTY OF On this;7z^ day of APRIL,2017,before me,the undersigned Notary Public, personally appeared Bonnie A.Smith,Trustee of Monomoscoy Island Realty Trust, proved to me through satisfactory evidence of identification,which was j&,P'eYS� to be the person whose name is signed on the preceding or attached document,and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. uemty Puhlic COMI�ONWFALTHOFA4ASSACNUSETTS if�y' Public My carentwlon Expires Juty21,2017 My Commission expires: BARNSTABLE REGISTRY OF DEEDS 10110 F Meade, Register FECEIPT Printed: February 21, 2019 15:54:4 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 43323 Oper:JUSTIN THOMAS Book 31847yPage_ 90„-Inst# 7826_y__ Ctl#: 1101 Rec:2-21-2019 @ 3:53:17p BARN 16 OLD PHINNEYS LN BARN 1627 PHINNEYS LN DOC DESCRIPTION TRANS AMT 1 MONOMOSCOY ISLAND REALTY TRUST NOTICE County Fee $ 10.00 10.00 `Surcharge CPA $20.00 . 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Total charges: 75.00 CASH PMT PAYMENT -CASH 75.00 _. -cam yr_b... Notice of Alternative Sewage Disposal System F M.G.L. c. 21A, § 13 and 310 CMR 15.0287(10) Thi,Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative ewage Disposal System("Alternative System ).] NAME(S) OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: .&- n I r A SrYl 1 � s e� c� MQn osco sland ADDRESS OF PROPERTY SERVED BY ALTERN TIVE SYSTEM: I Gaa-(.fin]n ne> s Lanc �rnb U 0A © .6 h t n 5 fi TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM[check and complete each that applies]: �,, X Deed recorded with the Arnstabu—Registryof Deeds in Boolc 1g50p ;Page_1M ^ Certificate of Title No. issued by the Land Registration Office of the Registry District Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s),complete the following:] Alternative System Owner Name: Alternative System Owner Address: WHEREAS, Section 15.280 of Title 5 of the State Environmental Code("Approval of Alternative Systems"),provides for the Massachusetts.Department of Environmental Protection(the "Department")to approve or certify, as appropriate,all proposals to construct,upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alterative systems are subject to general conditions, as specified in Section 1 S.287 of Title 5 of the State Environmental Code,310 CMR 15.287, and may be subject to special conditions, as specified in the Department's approvals or certifications; such general and special conditions potentially including,without limitation,requirements relating to the use of trained operators,periodic inspections, maintenance,sampling,reporting and/or recordkeeping; WHEREAS, Section 15.287(10) of Title 5 of the State Environmental Code, 310 CMR 15.287(10),requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the,Registry of Deeds and/or Land Registration Office, as applicable,a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the local Approving Authority[;]"and WHEREAS,the Property is served by an alternative sewage disposal system. NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system,on or adjacent to the Property, and serves the Property. The trade name and model number(s)of the alternative system are as follows: Trade name of technology: EAST Manufacturer Name: Biomi crobics, Inc Model number(s): Micr'oFAST 0.5 I Page 1 of 2 2. Approval/Certification. On 12/20/10 [date],the Department,'pursuantto its authority under the section of Title 5 as specified below, approved-or certified the technology used in the above- referenced alternative system,under MassDEP Transmittal Number X232831 [Transmittal Number of approval or certification]. [Check one of the following,as applicable:] —Approved for remedial use under 310 CMR 15.H4 Approved for piloting under 310 CMR'15.285 Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on- line at the Department's website: httu://wNvw.mass.,(�ov/den . afi ' E WII`N SS the execution hereof under seal this�,�_day of 20 1 q ,made by the above-named Alternative System Owner(s). r [Alternative System Owner(s)] Print Name(s): I o n n u Srn l+h COMMONWEALTH OF MASSACHUSETTS 1� ss On this aL day of kbrbW ' 20V,before me, the undersigned notary public,personally appeared Bmn If, A QW)f-h (name of document signer),proved to me through satisfactory evidence of identification,which were M(- DP[VeK 0"V- ,to be the person whose name is signed on the preceding or attached document and acknowledged to me that(he) (she)signed it voluntarily for its stated purpose. o.rial gnature and seal ofJANICE. LEONARD ------------------------------------------------------ ---- -----•---------------- - M —-Notary-Publrc- [Complete the following Property Owner(s)Cons iative System Owner(s) t 1itN111H7rlplei*MASSACHUSETTS Owner(s):] y commission Expires June 20, 2025 CONSENTED TO_ [Property Owner(s)] Print Name(s): Date:- COMMONWEALTH OF MASSACHUSETTS ss On this day of , 20 ,before me, the undersigned notary public,personally appeared (name of document signer),proved to me through satisfactory evidence of identification,which were_, ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that(he) (she)signed it voluntarily for its stated purpose. (official signature and seal of notary) Upon recording,return to: [Name and address of Property Owner(s)] Page 2 of 2 BARNSTABLE REGISTRY OF DEEDS, John F. Meade, Register i February 22,20:19` Town;Of Barnstable,Malth'Mpartrr►ent RE #16 Oid.Phinney's Lane This letter s to certify thatthe'ownor,of record for the property to be served by the. System has been provided,a-copy'of the Approval,,the Qwner's Manual,and the Operation and Maintenance Manual,if applicable;.:and the Owner agrees.to comply with all terms and conditions.And that the owner has beeninforned of all the owner's costs associated with the operation me..]uding,:where.applicable.;,power consumption,, maintenance,sampling,.recordkeeping reporting,and equipment,replacement..Furthe,r the'owner understands tYe requirement for a service<contract:The owner,agrees to; fulfill his responsibilities to provide-a Deed Notice;as required by fo C1VlR l5.287(l0),;and the Approval.,'The owner,agrees to fulfill his/her responsibilities�to I provide wr tten_notification.of:the.Approval.to.any view owner;as required.by 3.l.0 CIvIR 15.287(5).,If the design ln ef hp odt gi e. rests ctton;is understood:and'accepted:"Tf the de§i.&:: s for an upgrade of failed or nonconforming system,the System;owner has been provided a copy of the evaluation; of the existing system. Whethex or not:covered by awarranty,the System.:Owner. unierstands`the requirement to repair replace,modify or take any other action as required'by the Department or:the local approving autlioi�ity,,if t}e Departme. Or the local approving authority de,termanes that the:Alternative Systexn'is not capable-.of meeting the performance standards. l as the owner of the property tote served by the FAST treatment system hereby certify that I.agree and_comply with these terms and conditions: Bonnie A..SmItl . I "' ray Town of Barnstable Barnstable ^ Board of Health M-AmwWaCft naxtMAM vs 200 Main Street,Hyannis MA 02601 2007 a Office: 508-862-4644 Paul Canniff,D.M.D FAX: 508-790-6304 Donald Guadagnoli,M.D. Junichi Sawayanagi *ADDRESS CHANGED TO: 16 OLD PHINNEVS LANE,.BARNSTABLE- , (formerly: 1627 Phinney's Lane) December,22, 2016 Mr. Thomas F. Smith 226 Monomoscoy Road Mashpee, MA 02649 RE fr p°M6nit6ring'Plan Approval '/1627 Phinney's Lane*:Barnstable F *# y0nsitet Sewage 7Dlsposal System with a 0 R5,MicroFAST,Secondary �. 4 A «•, reatment Unit - 276=018 T u f _a Dear Mr. Smith: You are granted permission on behalf of the owner, Bonnie Smith, Trustee, to construct an onsite sewage disposal system with a secondary treatment unit at 1627 Phinney's Lane, Barnstable, Massachusetts. This permission is granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. The submitted floor plans dated 12/20/16 show a two bedroom home. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy,of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in strict accordance with the revised engineered plans dated March 31, 2016. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted revised plans dated March 31, 2016. Q:\WPFILES\IA Approval Smith 16 Old Phinneys-formerly 1627 Phinney's Lane.Barn 2016.doc (5) The wastewater effluent shall be tested quarterly for the first two years of operation for pH, Nitrates, CBOD, TSS, and TN. (6) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the Board of Health. 7 The applicant shall submit a co of the signed two-year Operation and copy 9 Y p Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code and local health regulations. There are no variances required to construct the proposed system and to install a secondary treatment unit utilizing nitrogen reduction technology. Sincerely yours, Paul J. Canniff, D.M.D. Chairman *ADDRESS CHANGED TO: 16 OLD PHINNEY'S LANE, BARNSTABLE (formerly: 1627 Phinney's Lane) A Q:\WPFILES\IA Approval Smith 16 Old Phinneys-formerly 1627 Phinney's Lane.Bam 2016.doc ��z��ec��r�ciL �ecctirzerzG�1���c�, 'rz� . 44 Commercial Street Raynham, MA 02767 Tel:.(508)880.0233 Fax: (508) 880=7232 November 16, 2016 Mr. Thomas Smith 226 Monomoscoy Road Maslipee, MA 02649 Subject: BioMicrobics FAST Treatment System 1627 Phinneys Lane,Barnstable, MA Dear Mr, Smith: Enclosed is the Inspection &Testing Agreement for the FAST'Treatment System to be located at the above referenced address. The annual maintenance cost of this agreement is$740.00 per year. The cost for the first year's testing is$860.00. This will need to be paid in advance to Wastewater Treatment Services, l ite. and returned with. the signed Inspection &Testink Agreement to our Raynham office prior to the order being processed. Thank you for your order and we look forward to working with you. If you should I require any additional information please do not hesitate to call.or write. Sincerely; f _� Michael Moreau Please make check payable to: Wastewater Treatment Services,iric. Amount:Due: $1,600.00 ti ��rr<ste�UrzGe/` ✓/`eQf/ILef21%cJE'!m` -e'6i, ynn 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 November 16, 2016 Mr, Thomas Smith r . 226 Monomoscoy Road MasIipee,MA 02649 Subject: BioMicrobics FAST' Treatment System 1627 Phinneys Lane,Barnstable,MA r Dear Mr, Smith: Enclosed is the Inspection &Testing Agreement for the FAST'Treatment System to be located at the above referenced address. The annual maintenance cost of this agreement is$740.00 per year. The cost for the first year's testing is $860.00, This will need to be paid in advtince to Wastewater Treatment Services,Ine. and returned Nvith the signed Inspection &Testing Agreement to our Rnynhani office prior to the order being processed. Thank you for your order and we look forward to working with you, If you should require any additional information please do not hesitate to call or write, Sincerely, Michael Moreau Please make check payable to: Wastewater Treatment Services,Inc: Amount Due: $1,600.00 &x7 ZAI Vav&(vatev- 91-�e-d&neae,Jlcoxc' 1, Yip 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508)860.7232 INSPECTION AND TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc. (herein called WTS)and the FASTS 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 ofl:ice;WTS Nvill render the following services only: Equipment will be inspected at least 4 times per year for the first year(then reduces to 2 times)with the first inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST&System, 5) Notify OWNER of any problems encountered, 6) Service other than routine maintenance will be billed at an hourly rate;plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken, OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine.maintenance, but does not include repairs , required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time, injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely returii the payment, WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage, Failure to return payment may result in suspension of service,cancellation.of the contract and/or nullification of warranties,at the election of WTS. OWNER may riot assign this contract without the prior written consent of WTS. It will remain in force.until a party cancels by written.notice to the other at the address given herein. MANUFACTURER MODS SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST Barnstable MA $740.00 General-Dettite Includes(4)Field Tests EQUIPMENT OWNER Wastewater Treatment Services,Inc.. *Signed by OWNER: Thomas Smith Signed: *Address: 1627 Phinneys Lane 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *City: State: Zip: . Fax:(508)880-7232 _.—. Barnstable MA 02630 Telephone 508-992-7255 Effective Date of Agreement - E-mail address: OWNER understands that(1)ANNUAL RATE payment is for one year only cofnmencing on the effective date set forth above and is non-refundable; and(2)Current DEP Regulations require OWNER to maintain a service. regiment for the life of the FAS agreement V System. I HAVE REA D AND UNDERSTAND THE FOREGOING. Signed by OWNER: `���' Field Testingused to Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will , he The demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BODS and TSS T following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2} Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2nig/L or more,to ensure that the system is operating. 4) Turbidity, less than or equal to 40 NTU: If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies its well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE COST FOR THI5 ADDITIONAL TESTING WILL BE$200.00/VISIT. Effluent Testing State requirements are four(4)grab samples per year for the first year and 2 times per year thereafter for Nitrate, Nitrite,and TKN at a cost of$215.00/test. *Approval for Testinga Owner's Signature Operator assigned: Michael Moreau Telephone; . (508)989-2744 f — Commonwealth of Massachusetts Executive office of Energy&Environmental Affairs M Department of Environmental Protection One Winter Street Boston, MA 09108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFAST® 0.5, 0.75, 0.9' 1.5, 3.0, 4.5, 9.0, HighStrengthFASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASTM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day (GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. - Transmittal Number: X232831 Date of Issuance: December 29, 2010, revised March.20,2015 Authority for•Issuance: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection (hereinafter"the Department") hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"), approving the above referenced FAST technology (hereinafter"the Technology" or"System")for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company, the Designer,the System Installer,the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20, 2015 David Ferris,Director Date Wastewater Management Program Bureau of Water Resources I. Purpose This information is available in alternate format.Call.Michelle Waters-Ekanem,Diversity Director,at 617.292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper i Certification for General Use Page 2 of 1.0 Bio-Microbics FAST<2,000 GPD Nitrogen Aeducing 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. IL General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil' absorption system (SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100 - 15.279 and subject to the provisions of this Certification. 2. Technology Description - The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify, and a,. passive recycle system for denitrification. Each model,contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater, utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the liner in the septic tank remains anoxic for denitrification and a passive recirculation system i Certification for General Use Page 3 of 10 Bio-Microbics FAST 4,000 GPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment,plant through a pipe.connected directly to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed"in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR. 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in.the. second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFASTO,HighStr'engthFASTO 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 facilitiesvith design flow less than 2000 gpd with 4 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/L). • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N"(Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System,the System owner and-the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be: conducted by an independent U.S. EPA or DEP approved testing laboratory,or a DEP approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan,to omit any required.data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment.,. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. 6.1 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. f Certification for General Use Page 5 of 10 Bio-Microbics FAST Q,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 u 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 subinitting 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 11 (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 . of each year. Field.testing shall be completed per paragraph IV (1.1) 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. 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.htm4t5pols. Certification for General Use Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum, the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual,the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) anytime there is an alarm event, equipment failure, or system failure. Recordkeel2ing 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, an corrective actions taken Y g Y , b wastewater analyses, wastewater flow data field testing results,and inspection. Y � g 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 bythe'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 1.5.303,the r 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 4.,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(sy. 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). r F Certification for General Use Page 9 of 10 Bio-Microbics FAST Q,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 withthe 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; v_iii) whether or not covered by a warranty,the System Owner understands the requirement to repair, replace, modify or take any other action as required by ` the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification,,signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VII. Reporting ' 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Certification for General Use Page 10 of 10 Bio-Microbics FAST<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) i 4- 4- iA Town of Barnstable ,. Barnstable . Board of Health A54MMeaCil,, HARN31'ABLE, • , �u►ss $ 200 Main Street,Hyannis MA 02601 I 2007 Office: 508-862-4644 � Paul Canniff,D.M.D FAX: 508-790-6304 �. Donald Guadagnoli,M.D. r7o Junichi Sawayanagi Qa 7Pown • �� November 29, 2016 Mr. Thomas F. Smith 226 Monomoscoy Road Mashpee, MA 02649 r sam. fita a �w ��i '�'�i ' `��' '�-� x�'�^,�� `c`�. .�• ITsPUS ffi&g ?;�; - '1627 Phinney s Lane Barnstabe ®nsit SeaANa toot Technology .ro Ai47�6�0�18 Dear Mr. Smith: You are granted permission to construct and utilize an innovative/alternative '(1/A), nitrogen reduction system at 1627 Phinney's Lane, Barnstable, Massachusetts. This permission is granted with the following conditions:' (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" acco{`rding to the MA; Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. 'A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit floor plans of the proposed dwelling prior to obtaining a disposal works. construction permit. '(4) The system shall:be installed in-strict accordance with the revised engineered plans dated March 31, 2016. (5) The designing engineer shall supervise the construction of the onsite sewage"disposal system and shall certify in writing to the Board of Health that the system was installed-in substantial compliance with the submitted revised plans dated March 31, 2016. (6) The wastewater effluent shall be tested quarterly for the first two years of operation-for pH, Nitrates, CBOD, TSS, and TN. Q:WP/IA Approval Smith 1627 Phinney's Lane 2016.doc _ a- (7) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the Board of Health. ' (8) The applicant shall submit a copy of the signed two-year Operation and. Maintenance Agreement (O&M) between'the contractor and the homeowner to the 'Board of Health. The engineer or O& M contractor shall conduct,inspections to the I/A system.,a minimum of twiceyearly. This permission is granted because the proposed plan appears,to meet all of the provisions of the State Environmental Code and local health regulations. au yours, nn M. i Chairman ° Q;WP/IA Approval Smith 1627 Phinney's Lane 2016.doc 417 f/' Cm&C11C1iev- 9/`e.Q'l/7 ene,tJelvecP.. ,, Yno 44.Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508)880-7232 INSPECTION AND TESTING AGREEMENT ' Agreement entered into by and between WasteNva.ter Treatment Services,Inc. (herein called WTS)and the FASTS 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 for the first year(then reduces to 2 times)with the first inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower.. 3) Innspection of the alarm system, 4 Inspect overall cori itio r +'- P d � of System, P y . 5) Notify OWNER of any problems encountered. ti) Service other than routine maintenance will be billed at an hourly rate, plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken; OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. ,Any additional labor time will be billed to the OWNER at current labor.rates of$80.00 per.hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons, forces of nature,or alterations made.to (lie equipment. WTS shall not be responsible for failure to render the agreed services if caused by shrikes,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 dainages, including but not limited to loss of time, injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's properly and have acceptable access to all areas deeined 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 ofthe tern of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS nnust receive the payment before expiration of the current contract year to assure con tinuous contract coverage. I Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force unfit a-parry ��cancels by written notice to the other at the address given herein. MANUFACTURER MODEL NO. SERIAL N0. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST Barnstable MA $740.00 General-Denite. Includes(4)Field Tests EQUIPMENT OWNER Wastewater Treatment Services Inc. Y *Signed b OWNER: g Thomas Smith Signed: *Address: 1627 Phinneys Lane. 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *.City: State: Zip: Fax:(508)880-7232 Barnstable MA 02630 Telephone 508-992-7255 Effective bate ofAgreement - E-mail address:_ OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and(2)Current DEP Regulations require OWNER to maintain a service. agreement for the life of the FASP System. I HAVE READ AND UNDERSTAND THE FOREGOING. *Signed by.OWNER: Field Testinj Onsite testing will be performed quarterly for the first year and 2 times per year thereafter. Results will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2) Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2nrg/L or more,to ensure that the system is operating. 4) Turbidity, less than or equal to 40 NTU. If the effluent does.not meet effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies its well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. I.F REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT. Effluent Testing State requirements are four(4)grab samples per year for the first year and 2 times per year thereafter for Nitrate, Nitrite,and TKN at a cost of$215.00/test. `Approval for Testing Owner's Signature i Operator assigned. Michael Moreau Telephone: , (508)9892744 r C.7 ,yr` 44 Commercial Street Raynham, MA 02767 Tel: (508)880-0233 Fax: (508) 880-7232 November 16,2016 Mr. Thomas Smith 226 Monomoscoy Road Maslipee,MA 02649 Subject: BioMicrobics FAST' Treatment System 1627 Phinneys Lane,Barnstable, MA Dear Mr. Smith: Enclosed is the Inspection 8c Testing Agreement for the FAST'Treatment System to be located at the above referenced address. The annual maintenance cost of this agreement is$740,00 per year. The cost for the first year's testing is $860,00. This will need to be paid in advance to Wastewater Treatment Services,Inc. and returned with the signed Inspection'&Testing Agreement to our Raynhani office prior to the order being processed. Thank you,for your order and we look forward to working with you. If you should require any additional information please do not hesitate to call or write. Sincerely, Michael Moreau Please ma,ke check payable to: Wastewater Treatment Services,Inc. Amount Me: ,$1,600.00 y TES' �pFtHE �! Il '' I DATE: / q FEE: + BARNSTABLE, MASS. 0Q �. 9�l 1639. ,0. REC. BY � �� Town of B rn'stable '��Y7r�i� a r ,., i. S CHED. DATE: 1V ¢ Board of Health l. ' f,- W. 200.Main Street,Hyannis MA 02601 Office: 508-8b2,,4644 Wayne A.Miller,M.D. FAX: 508-790- 304 6 rf m Junichi Sawayanagi Q/1 iQVri� �fyq G. Paul J.Canniff,D.M.D. V2"N§VNeE REQUEST FORM LOCATION Property Address: a t�`�-?N- eu— gj /l,y1S Assessor's Map and Parcel Nu fir: / � Size of Lot: Wetlands Within 300 Ft. Ye Business Name: j No Subdivi'�fiName: ' APPLICANT'S NAME: s Phone Did the owner of the property authorize you to represent him or her? ' Yes No' c / PROPERTY OWNER'S NAME . CONTACT PERSON Name: rS Name: Address: Address: Phone: Phone: �� VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) ct.� vrJ v NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by off ce staff-person receiving variance request,application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review ofengineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) AO Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands..that the abutters must be'notified by,certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) , Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOTAPPROVED •lunichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:.\cache\Temporary Internet Files\OLKAE\VARIREQ.DOC 3 MAIL-IN REQUESTS, A y3 a Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc. (see check-list below). In addition, please include the required fee amount (see fees at 'bottom of this page). Make $95.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable }- Public Health Division ` 200 Main Street Hyannis, MA 02601r Checklist _ Four(4)copies of the completed variance request form n Four(4)copies of engineered plan submitted e. .septic s stemplans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicani understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) $95.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only ,and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS .• • F^ Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $95.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by.the submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) $95.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page r r"•r Town of Barnstable � i�ARY<t51'A9LE, Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 21, 2005 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 RE: 1627 Phinney's Lane, Barnstable A= 276-018 Dear Ms. Ojala, You are granted permission on behalf of your client, Mar Realty, to construct and utilize an innovative/alternative (I/A) nitrogen reduction system at 1627 Phinney's Lane, Barnstable, Massachusetts. This permission is granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit floor plans of the proposed home to the Public Health Division Office prior to obtaining a disposal works construction permit. (4) The system shall be installed in strict accordance with the engineered plans dated revised November 1, 2004. IASystemOjalaMAR (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated November 1, 2004. (6) The wastewater effluent shall be tested quarterly for the first two years of operation for Nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (7) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code, Title 5 and all of the Town of Barnstable Board of Health Regulations. Sinc ely your , W yne filler, M.D. Chairm 1ASystem0jalaMAR tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 Gown cape engineering civil engineers& land surveyors structural design November 1, 2004 Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court Barnstable Board of Health , Timothy H.coven, P.L.S. surveys 200 Main Street Hyannis, MA 02601 site planning Re: 1627 Phinney's Lane, Barnstable sewage system Dear Board.Members: designs We hereby submit a written residential monitoring plan for an Amphidrome system, to be applied for under a provisional permit, for the above-referenced site. The vacant inspections lot, at 14,359 square feet, lies within a Zone II and as such, a 2 bedroom dwelling is proposed with this nitrogen-reducing technology. permits The system is proposed to be tested for: CBOD5, TSS, TN, pH; alkalinity, TKN, and nitrates. The house plans have not been completed, but the final plan will be a 2 bedroom design with final review by the Health Department as to conformity with the bedroom definition under Title 5. We appreciate your review of the enclosed. Thank you: Very_ truly yours, Sarah B. Ojala l Down Cape Engineering, Inc. cc- MAR Realty CIO �j G bSIC, 4: -Y. 0 lot NQ - wins". b3z Kv, Q '!-C ONO", on 57 L Av I � JQ 6 'Mai'n Street- ✓ YJ "W"0 1.A Unit �vo Ap oute.28 VIA) tit?" ' - 1 �n!out MA',b-2'67 000- Y "7 H. 4r sit MOO Qy -5- toy Aw -4, oil. SECTIONSENDER: COMPLETE THIS .MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. lure- item 4 if Restricted Delivery is desired: Agent ■ Print your name and address on the reverse _ ` Addressee so that we can return the card to you. B. Received by'(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, I or on the front if space permits. D..Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 287081 FITZGERALD, BENEDICT F JR&JEAN 25 WARE ST CAMBRIDGE MA 02138 3. Service Type CA Certified Mail O Express Mail ❑Registered ❑Return Receipt for Merchandise I ❑'Insured Mail ❑C.O.D. I 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number4 f I (Transfer from service laben !i i ;#;!tR } 7 5 01'0 0 0 2 2 5 6 8 0 8°3 7 j f PS Form 3811.,February 2004 Domestic-Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SER% 1 —.-,.1I 4 FI, �[Mail F66--Pg-d pm mS C) 0 Sender: Please prin't)ko , address,slid ZIP+'4'i'n this"-box-*-'�-" THE 13SC GROUP 657 MAIN STREET- UNIT 6 YARMOUTH, MA 02673 'Knits m SENDER: . .N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig re item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑.Addressee so that we can return the card to you. B. Received by(Printed Name) C.1 Date of Delivery ■ Attach this card to-the back of the mailpiece, or on the front if space permits. e _cz_- IV ne I' (f D..Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No SCHNEEBERGER,JOHN A&HEATHER D 48 WHITTIER.RD WE I ESL EY IUTA 02481 -3. Se lce y?pe � ®certified -O Express Mail ',lj Registered ❑Return Receipt for Merchandise I `Insured A ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(rranster from service label) t''' 7 0 0.2 U514'0 0 0 0 3. 58 5 9 e t 5 9 TO i t PS Form 3811.;February 2004 Domestic-Return Receipt 102595-02-M-1540 I UNITED STATES POSTAL SERVICE. S ! First=Class Mail- Postage&Fees Paid USPS Permit No.G-10 j • Sender: Please print your name, address, and-ZlP+A in'this--box'"__' I I I i I THE WFr' GROUP 657 MA11" S1�=ET — UNIT 6 W. YARirncsk_-4 ,MA 02673 I I I I I 11111111111111 fit 111111111111111111111111111 fills 11 III 11i11III I i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,.and 3.Also complete A. Signature ApAt item 4 if Restricted Delivery is desired. X ; 1 IJ) rn�� El■ Print your name and address.on the reverse l/V ddressee so that we can return the card to you.. B. Received by(Printed Name) C: Date of Delivery ■ Attach this card to the back of the mailpidce, or on the front if space permits.: nl. D. Is delivery address different from item 1? Yes 1. ArticleAddressed to: i`�If YES,enter delivery address below: ❑No 287091�I CORNISH;JOHN M TRS kG� i` lf,G WA Qf'�t.�f THE 70 LONGWOOD AVE RLTY TR T CIO CORNISH,LUCY TR 3f Service Type CARLISLE MA 01741 10 Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D.. 4. Restricted Delivery?(Extra-Fee) ❑Yes 2. Article Number 7004 0750 0002 2568 0820 (Transfer from service labeo PS Form 3811,_February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I t F;E BSC GROUP i 657 MAIN STREET- UNIT 6 W. YARMOUTH, MA 02673 i i I SENDER: COMPLETE rHis SECTION COMPLETE THIS SECTION . ■ Complete items 1,2,and 3.Also complete A Si pp 11)i item.4 if Restricted Delivery is desired. gent ■ Print your name and address on the reverse X ddressee so that we can return the card to you. B. Received by P' mej. O at f D livery ■ Attach this card to.the back of the mailpiece, "y �'' r I I or on the front if space permits. �T- KISt D. Is delivery address di refit mite Y s 1. Article Addressed to: If YES,enter delivery a r@sg. qwo) No, 287087 ' BEZAHLER,4MAX& CELENTANO;.AMY D 781.8 CREFELD ST 3. Service Type PHILADELPHIA PA 19118 10 Certified Mail ❑Express Mail ❑.Registered ❑Return Receipt-for Merchandise' ❑Insured Mail ❑C.OA. 4. Restricted Delivery?(Extra Fee) ❑Yes z; Article Number 7 0 0 4` 0 7 5 0 ' 0 0 0 2 2 5 6 8 -0 81�31 (transfer from-ser_vice.labef. PS Form 3811,February 2004 Domestic,Return Receipt 102595-02•M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 r • Sender: Please print your name, address, and ZIP+4 in this box • I CI THE BSC GROUP � 657 MA:N STREET - UNIT 6 W. YARMOUTH, MA 02673 M i I SECTIONSIEINDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item.4 if Restricted Delivery is desired. X r' ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B eceiv d by(P' d ll C.Da of live ■ Attach this card to.the back of the mailpiece, [, � t e )' IT zt or on the front if space permits. f— D. Is delivery different from item 1? Yes f 1. Article Addressed to: If YES,enter delivery address below: ❑No 287080 MAYFIELD,ELEANOR F 31 WINGSTONE LANE DEVON PA 19333 3. ServiceType'f' .t 10 Certified Mail ❑Express Mail 1:0'Registered 0 Return Receipt'for Merchandise'" "❑Insured Mail ❑C.O:D. ;, 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ti ;. (transfer from serV/ce label) .0 7;0 0 2 t,0 510,f 0 0 3 5,8`5 9 :5 3 8 7 PS Form 3811,February 2004 Domestic Return Receipt 102595-02m*1540 UNITED STATES POSTAL SERVICE WNW R Fjrsj- Pass Mail "r6gi aid P6-rffiifNcy:,GA:0�-1- "— • Sender: Please print your nab.qN,adftes, and ZlP.+,44nAl1M-brox-A--,, THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 111111 If if ifillill H111111i iddli fill fliffil J111111 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. atur item 4 if Restricted-Delivery is desired. ❑Agent ■ Wint-your name and address on the reverse X _ ❑.Addressee- so that we can return the card to you. B. Rec, ve by( n d Name e of Divery ■ Attach this card to the back of the mailpiece, !/ or on the front if space permits. D. Is deli a 'dd different from 1? ❑Yes 1. Article Addressed to: If YES,e r ddxe wad s below: ❑No 287086 LYONS,.JOHN J g 22 WINDPATH_FAST. W SPRINGFIELD—MA 01.089 3. Service Type ®Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑'Insured Mail ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number , (transfer from service labeQ 7 0 0_2 i0}5.1`03''t i 5 8 5 9 t t i 9'4 Pqu„ 11�, ebcarvi� _�oefn Receipt 102595-02-M-1 sao UNITED STATES POSTAL SERVICE first-Class Mail-— Postage.&Fees Paid LISPS Permit No.G-10 • Sender: Please print you rnb address, anb LZIP+4-"th THE BSC GROUP 657 r I A.IN STREET - UNIT 6 W. YAVIOUTH, MA 02673 ,. - _ Town of Barnstable Departionent of Regt latory Services k s>,at� Public Elealth Division Date ����/2ooy t p/79. 200 Main Street,Hyannis MA 02601 Date Scheduled �` I�y Tinto (0 AM Fee Pd.' `oil Suitability Assessment for Sewage Disposal II PcrformcaHy:_` S L\jrl n Cj Witnessed By: ba v;d 54 ort,,4C/n LOCATION&GLMRA L INFORMATION Location Address �11-7 j -*N N,j C—y �J• Ownees Nime Address (1f 4 Assessor's Map/PnrceL- ��6/) j Eoglacees,Name DOWN We NEW CONSTRUCTION l' REPAIR Tcle hone#k '509 362'AGA ' Land Use: !o+ Slopes(%) 10— Surface Stones Distances from: Open Water Body /,;;/yy ft Possible Wet Area r�,'1— ft Drinking Water Well >/0Gfr Drainage Way.>wG _ ft Property Line'� t ' ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands�n proximity to holes) • 1 anC' Qh�rIt?EY'.S i6S �3 o � 1 • • 9 N ...' y oo. • t • 2 6,Iy� GG - Parent material(geologic) r. O T;CIQj (g &) /' Depth to Bedrock Depth-to Groundwater. Standing Watcrin Hole NIA, Weeping from Pit Fttua_ // ._ _T• Estimated Seasonal High Groundwater N I A DMTE-IYJQCI�TATION FOR SEASONAL BEIGH WATER TABLE Method Used: W Depth Observed standing in obs.hole: la. Depth m soli mQUI9v Depth to vreoping from side of obs,hole•�,,., , In, Orouttdwnter Adf uatmnnt_fL Index Well#F Rcading Date: Indox Well l(:Yal Adj,Actor,,,,,,_-_,...Adj.Groundwater Leval PERCOLATION TEST Data Time Observation Hole#t Tlmo at 9" Depth of Per.. Time At 6" Start Pre-soak Time @ 'lime(9"•61,) End Pro-soak Rate MIn.Rmch C C 1")r�� ^`l�•1�� Site Suitability Assessment: SitaPassea 4 SitpFalled. AdditionetTostingNtadcd(YJiY) Original• Public Health Division Observation Holt:Data To Be,Completed ouBaek r ***I:f;percolation testis to be conducted within 100'of Wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:1SP.FT WERCPORM_DOC Z DEEP.OBSERVATION.HOLE LOG Hole# Depth from Soil Horizon Soil Texture :SBtt Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stores'Boulders. Con �. @i tya an V.%Grivcn U'Li A IDEL<P OBSERVATION HOLE LOG Hole# Depthfrom Soil Horizou Soil Texture Soil Color Soil Otbcr Surface(ia) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o cna 90 ve �- 0 s� 10 4S 10A41/z 10-3� L S /0yR CI S 2,SYPly =I yq CZ v DEEP OBSERVATION HOLE LOG Hole#. Depth from Soll Horizon Sop Texture; Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structare,Stones,Boulders. Consistanny. Gravel) c--. g _s v�/h 41 —log loa--13Z z S L ,ry 0/2 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(n.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.' s ton t Flood TrLurance Rate Map: Above 500 year food boundary No Yes_,_,_. 'pALHn 500 year boundary No "/// Yes�. 'Within l00 year flood boundary No.7 Y:s� Depth of Naturally Occurring Pervious Materiel Does at least four feet of nafurally occurring pervious.miterial exist in all areas obstr ved throughout the. area proposed for the soil absorption system? Y > If not,what is the depth of hattirally occurring p°rvious material's Certrftcation I certify that on N 0 V r c (date)I have passed the soil evaluator examination approved by the v' nmental Protection and that the above anal sis was performed by consistent with . Iro P Department of En .Y ➢� N, M G the required training,expertise and experience described to�10 C2vlR 15.017. y in Signature D', Datb Z Q:*1MarERCP0R1v1.D0C ink v s 2m 1.4 OF zy F � _ 1 o I : L I , d 1 , � - I I i 1 I `1 ,r if 0 'tip r r I o.ly I, I a .- - -.:. ... ..... - � � - 1, .s::• t,.,i:,\ � J�' jl 1 y f V� F 1 5I ' t - � 1 - I:. I -o xl­ • 1 N Lw I - 11 — I pp c 1 i -r— 2 } .:9- I 1 81 Lb o I N I I z { ; n 1 { 'i 7 - 1 I 1 Mr k LAYER `-,:"1., 1 Y2" X 3/4" GRAVEL 4" DEPTH v ` f 1 Y2„ BW . AIR ` . LAYER 2 3/4" X /2" GRAVEL 2" DEPTH 2" vent DETAIL EO LAYER 3 Y2" x Y4" GRAVEL 4" DEPTH f „ LAYER 4 Y„ X „ 4 RETURN/BACKWASH 4 �8 GRAVEL 4 DEPTH LAYER 5 /2" X Y4" GRAVEL 4" DEPTH d 40" FLOAT SENSORS LAYER 6 FILTER MEDIA 4' DEPTH j 24" 2" INFLUENT LINE l L 2" EFFLUENT DISTANCE FROM INSIDE BOTTOM OF TANK TO 3" PIPE INVERTS INFLUENT LINE „ f 6 6 EFFLUENT LINE 0/-4 / d RETURN/ BACKWASH LINE —3ff ° 9,_4„ VENT LINE 9,_4„ 4' iA1FER 6' 8 —3' d FS�TER:MEDIA BACKWASH AIR LINE S'-4" 6'6 6,_3„ : . 0 2' '5 DETAIL 4' ° -... O o0 0000 00 L`t11'f o 0 0 A 4' d :1RYFR nr F- 9" + SECTION A—A G Dwg: 2' DIA. REACTOR 2 f t, AMPHIDROME Rev: REACTOR Drawn SECTI❑N B—B DETAIL © Scale:NTS DW at be: 1122/ 4 F M AHONY Rassociates,he- Water Supply X Pollution Control Equipment 273 Weymouth Street, Rocidand:Massachusetts 02370 P9. Roufe 6 LEGEND NOTES SYSTEM DESIGN: REMOTE 1. DATUM IS NAVD 88 Locu 99- EXISTING CONTOUR BLOWER LOCATION SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 2. MUNICIPAL WATER IS AVAILABLE X 99 GARBAGE DISPOSER IS NOT ALLOWED PER EXIST. SPOT ELEV. OWNER MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. " (NOT TO SCALE) 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. -[99]- PROPOSED CONTOUR DESIGN FLOW: 2 BEDROOMS Q 110 GPD = 220 GPD 1.5" VENT PIPING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198,41 PROPOSED SPOT EL. USE A 220 GPD DESIGN FLOW TOP FOUND. EL. 81.5' FILTER FABRIC OVER STONE TO BE AASHO H-],Q \ $Q,Q' 2% SLOPE REQUIRED OVER SYSTEM 74.0-75.0 TH1 MINIMUM .75' OF COVER OVER PRECAST 5. PIPE JOINTS TO BE MADE WATERTIGHT. c SEPTIC TANK: 220 GPD (2) = 440 BLOCKS OR TEST HOLE NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS Qr USE A 0.5 MICRO FAST TANK (H-10) ACCESS PORTS TREATED WATER OUTLET 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH SLOPE OF GROUND PIPES LEVEL2' COMPONENTS ' ( ) INVERT IN 71.17 310 CMR 15.000 TITLE 5. 2� _y y 4' ENDS (TMP') ,c LEACHING: ,* SloEs 72.0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO UTILITY POLE SIDES: 2 25 + 12.83 2 74 = 112 GPDML _ 76.5 °°°°°°°° r °°°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER �Q ( ) (• ) '•Y' 75.90' ' ; ®, ® ®® ®®® �0°o°o°00 \�•.,� FIRE HYDRANT BOTTOM 25 x 12.83 (.74) = 237 GPD ( 75.65 ° o 0 0 ° 6" MIN. SUMP °°°°°°°° ®®®®® ® ®®®®® 00g0o0oa PURPOSE. 00000°o°o°°° �o°o°o°o° \ 0�. Y WASTE INLET MIN. ' ° ° ' ° ° 12" MIN. U DIM. ni ;°o°o°o°o '°°°°°°°° " Q NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 3" ABOVE OUTLET) o�000 o,o. o ° ° ° ® °°°°° ° °°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. :: 71.44' >o8o0000o g0000000 69.17' pGf TOTAL: 472 S.F. 349 GPD 50' WATERTEST D'BOX 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOR LEVELNESS L WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) s" DIAM. HOLE H_10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED PERMISSION OBTAINED FROM BOARD OF HEALTH. ALL AROUND PRECAST STRUCTURES *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND ggogDgDgDgDgD0DgDDgDgDgDgDgDgDgDg°DgDgDgDgDgDgDg°gg s" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING o°°o°°o°°o°°a°o°°o°°o°°o°°o°°o°gD°o°°°°o°°o°D°O°o°g°°o°°D°°D°g - COMPACTION. (15.221 [2]) LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND 2 BEDROOM DEED RESTRICTION REQUIRED 2 7 4 LOCATION ( OF ALL3 UNDERGROUND AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ( % SLOPE) ( % SLOPE) ( 1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK.ELEVATIONS PRIOR TO INSTALLING ANY 0.5 MICROFAST WITHIN NOT TO SCALE PORTION OF SEPTIC SYSTEM FOUNDATION- 22' H-10 FAST CHAMBER 102' D' BOX 12' LEACHING 60.5' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE (MIN. 1500 GAL. SIZE) FACILITY NO GROUNDWATER FOUND REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 276 PARCEL 18 MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL LEACHING FACILITY. LOT IS WITHIN A ZONE II UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS p 12. STABILIZE ALL SLOPES WITH 4" LOAM AND APPROVED DATE BOARD OF HEALTH Ins ection/ PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM Pump out Ports HYDROSEED, JUTE NETTING STAPLED TO SLOPES, REPAIR NOTES FOR FAST SYSTEM see notes 3" [8]0 MIN vent pipe AS NEEDED.UNTIL SITE STABLE, PROVIDE ROCK SLOPE 1. Airline piping to FAST®ma not exceed 100 FT 30m total STABILIZATION IF REQUIRED. ZONING SUMMARY P P 9 Y [ ] 3-5 see note 2 length and have a maximum of 4 elbows in the piping ;system. 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED For distances greater than 100 FT [30m] consult factory. Blower FOR THE LIFE OF THE SYSTEM. ZONING DISTRICT: RG RESIDENTIAL DISTRICT must be located above flood levels on a concrete base 26" X 6"0 [15] 20 X 2" [65 X 50 X 5cm] min. Inspection Joints must be MIN. LOT SIZE 65,000 S.F. 2. Vent to desired location and cover opening with a vent grate Port/Vent see water tight MIN. LOT FRONTAGE 20' --with at least 7 sq in.[45 notes 2-5 sq. cm] open surface area. Secure with � � "' ' "'"" MIN. LOT WIDTH 200' ' stainless steel screws. Vent piping must not allow condensate C 4" (1 010 FAST® MIN. FRONT SETBACK 30' build up or create back pressure. Vent must be above finished i eff vent pipe MIN. SIDE SETBACK 15' grade or higher (see sheet 4 of 4). 2"15 MIN see note / MIN. REAR SETBACK 15' 3• All appurtenances to FAST®(e.g. tanks, access ports, [ .. MAX. BUILDING HEIGHT 30' Blower Piping w� w � electrical, etc.) must conform to all applicable country, state, see note 1 province, and local plumbing and electrical codes. Pump out access shall be adequate to thoroughly clean out both zones. 15 1/d ±1/8" 4. All inspection, viewing and pump"out ports must be secured to 04„ Q� a � p Q(CS - prevent accidental or unauthorized access. f 15 ° R►ORATlD [38.4 ±0.3 5. Tank, piping, conduit, etc. are provided by others. Blower [10] control system by Bio-Microbics, Inc. See Installation Manual. 6. If less than the specified minimums are considered necessary, 15 1/4" MIN consult factory for guidance. [39 MIN 7. All piping and ancillary equipment installed after FAST must €� 41 1/4" MIN not impede or restrict free flow of effluent. [104.6 MIN] 8. The tanks shall be desi ned to revent air assa e between "�\ D 98 O 9 P passage 24 MIN the settling zone/tank and the treatment zone and prev_nting Influent [61 MIN] an air lock. Examples include a baffle wall sealed to the lid or waste ' a r treatment zone inlet line with a pipe cap. Consult factory for See Note 8 1 g4 R 8 J ct guidance. -. a2 9. Installations using a FAST®system lid are capable of 6 3/8" MIN 1 connection between zones 8 withstandingAASHTO H-10 equivalent loads.` An installation in r" ' _ - -_ - _ _�_ _ __ --- - _. __ _ �,�.► l MIN -:. _ __. . � ____ _._. -__ which a FAST lid is buried deeper than 3 feet, 'or where 1 MAP 276 0 7 0 b additional loading conditions may occur, a professional see note 6 1 engineer should be consulted. FAST®with feet option should ' 1 14,359 SFt �8, be considered. Refer to Installation Manual for more details. Settling Zone Treatment 1 L MIN Treatment Zone N 1 L MIN] E K AD 350 Gallo [ 300 ] 450 Gallon MI [ 700 I ] 10. Specialized treatment levels may require specific features to 1 PROPOSE WELLIN 60 �" be incorporated into the tank design. Consult factory for 1 W W EL. 2. guidance. NO guidance. W >s 1 54" 0 88 � [137.21 0 1OD (0�1, 25" 31 1/4" MIN 63.5 [79.4 MIN] 1 n~ !A. m 1 3p J b Q 4 V = 11 3 TEST HOLE LOGS 1.1 Z 1 z LISA LYONS, RS 2 1/2" MIN Q ENGINEER: z 1 Opening for FAST® [6.4 MIN] Lij WITNESS: DAVID STANTON, RS _ module to sit on tank 67 1/2 MIN border for sealing A DATE: 6/21/04 [171.5 ] MIN and securing the 1 E Y lid and liner to tank 1 PAVE D bD PERC. RATE _ < 5 MIN/INCH CLASS 1 SOILS P# 10747 ELEV. ELEV. ELEV. TITLE 0 SITE PLAN Z 0 1 I 0" 73.0' p" 77.0' Ott79.0' F 1 TH3 ° 4» 0 5" I 3 A 1627 PHINNEYS LANE 1 m X LS 1 76 1 m 1 � A A', 1 1 LS LS 5" 1OYR 3/2 78.6, BARNSTABLE, MA 1'" 1 r T 4 1 0 1 5 12 10 1 OYR 5/3 72.0' 1 OYR 4/276.2' B 11 LS PREPARED FOR p 1 TH1 1 1 B B 41" 2.5Y 6/6 75,6' TOM SMITH \5' REMOVAL OF UNSUITABLE SOIL REQUIRED II O 11 LS LS I C AROUND PERIMETER OF LEACHING FACILITY, 1 DOWN TO SUITABLE SOIL LAYER. REPLACE 1 r r ,48" 69.0' 36" 74.0' FS/LS WITH CLEAN MED. SAND, TO MEET ' DATE: FEBRUARY 1 1 , 2015 SPECIFICATIONS OF 310 CMR 15.255(3) 11 z 26.0 G 108" 2.5Y 7/3 70.0' REV.: MARCH 31 , 2016 cv 11 4s.7g 77 1'4p.,e C 2.5Y Sj/4 72.5' SL e�'��IwoFMAss'�y i�P`cN F"' S9c. Scale: 1"= 20' 1 FS 54 132" 2.5Y 6/2 68.0 ��c D WILL G� °�� DANIEL yG� 2.5Y 6/2 C2 vIL o U OJALA 0 10 20 30 40 50 FEET C3 P �No.46 02Q �� A kNo.40 0 F FS FS ° � » „ 3 3 � » , �F�S oSTE �a �q Fess�° o¢ . j 150 60.5 144 / 65.0 144 2.5Y 7/1 67.0 _ 2 5Y 'I _' Np t off 508-362-4541 BENCH MARK - TO OF MASS. �(N of MgsS � �� tisu fax 508-362-9880 HIGHWAY BOUND EL = 75.6 �� ti� �3 ;� NO GROUNDWATER ENCOUNTERED c� I tico� DANIEL �� :',n downcape.com DANIE�A. s CIVIL OJALA Uj a0WQ cope e#7 heerhq, h7c. Scale: 1 = 20 o O IVIA " - A. �,1' No. q N .4098 l P 41 o �` �o� civil engineers ° w land surve ors 0 10 20 30 40 50 FEET y 939 Main Street ( Rto 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 14-- 156 04-131 GREEN REV.DWG O L 6 f'oll'n rug S .zl n-�A LEGEND NOTES SYSTEM DESIGN. REMOTE 1. DATUM IS NAVD 88 Locu 99- EXISTING CONTOUR BOWER LOCATION ALL SYSTEM COMPONENTS SHALL BE 2. MUNICIPAL WATER IS AVAILABLE GARBAGE DISPOSER IS NOT ALLOWED PER SYSTEM PROFILE MARKED X 99•� EXIST. SPOT ELEV. '\ OWNER H MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. " (NOT TO SCALE) 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. -[99]- PROPOSED CONTOUR DESIGN FLOW: 2 BEDROOMS C� 110 GPD - 220 GPD 1.5" VENT PIPING ACCESS COVERS TO WITHIN 6' OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE USE A 220 GPD DESIGN FLOW 2" PEASTONE OR GEOTEXTILE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.43 PROPOSED SPOT EL. \ TOP FOUND. EL. 81.5' FILTER FABRIC OVER STONE TO BE AASHO H-aQ TH1 60'0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 74.0-75.0' SEPTIC TANK: 220 GPD (2) = 440 BLOCKS OR 5. PIPE JOINTS TO BE MADE WATERTIGHT. cc TEST HOLE NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS Qr YY USE A 0.5 MICRO FAST TANK (H-10) ACCESS PORTS TREATED WATER OUTLET 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 4"OSCH40 PVC MORTAR ALL 2� SLOPE OF GROUND 'y. PIPES LEVEL 1ST 2' �EN4' COMPONENTS INVERT IN 71.17 4' 310 CMR 15.000 (TITLE 5.) cc� LEACHING: ?r• ,* DS n (NP') SIDES 72.0' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ��a� UTILITY POLE - "�• 76.5 1 `' OR L {NE STAKING OR ANY OTHER SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD 75.90' ° ° - °° ° ° °°O ®®®® ® ®®® °°° ° ° BE USED F LOT L aeQ,� ' 75.65 '° o o'° c'O 6" MIN. SUMP ° ° ° ° ®®®®® ® ®®®®® 'O°O°O° ° PURPOSE. ° °°° ° rX, FIRE HYDRANT = 0000°o°o°000 " 000°°000 Q BOTTOM 25 x 12.83 (.74) 237 GPD WASTE INLET (MIN. °�o�o�oe 12 MIN. INT. DIM. ' ° ° ° ° °°° NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 3" ABOVE OUTLET) """ ;°°°o°o �� i 199HHHHH ° °°°°°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 472 S.F. 349 GPD :`;a 50„ 71.44 :2o-o-0o0 69.17' ���� . WATERTEST D BOX 4 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �? Y 6" DIAM. HOLE FOR LEVELNESS L H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ALL AR UND DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED PERMISSION OBTAINED FROM BOARD OF HEALTH. ALL AROUND PRECAST STRUCTURES *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND OOO,o O�ooOo,000.�,�,a,o�,000,o,o0a,o,o00c 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING °O000°°0000�°o°c°00000�'ono°°o�oo°°o°o°°o°°o°°o'°o'°o°o - COMPACTION. (15.221 [21) LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND 2 BEDROOM DEED RESTRICTION REQUIRED 2 7 4 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY ( % SLOPE) ( SLOPE) ( 1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK. 0.5 MICROFAST WITHIN NOT TO SCALE PORTION OF SEPTIC SYSTEM FOUNDATION- 22' H-10 FAST CHAMBER 102' D' BOX 12' LEACHING 60.5' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE (MIN. 1500 GAL. SIZE) FACILITY No GROUNDWATER FOUND REMOVED 5' BENEHTH AND AROUND THE PROPOSED ASSESSORS MAP 276 PARCEL 18 MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL LEACHING FACILITY. LOT IS WITHIN A ZONE II UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONSInspection/ 12. STABILIZE ALL SLOPES WITH 4" LOAM AND APPROVED DATE BOARD OF HEALTH PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM` Pump ou Pump out Ports HYDROSEED, JUTE NETTING STAPLED TO SLOPES, REPAIR NOTES FOR FAST SYSTEM See notes 3" [8]0 MIN vent pipe AS NEEDED UNTIL SITE STABLE, PROVIDE ROCK SLOPE 1. Airline piping to FAST®may not exceed 100 FT [30m] total 3-5 see note 2 STABILIZATION IF REQUIRED.ST ZA ZONING SUMMARY length and have a maximum of 4 elbows in the piping system. k 13. OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED For distances greater than 100 FT [30m] consult factory. Blower �� FOR TI1E LIFE OF `THE SYSTEM. must be located above flood levels on a concrete base 26" x 6 0 [15] ZONING DISTRICT: RG RESIDENTIAL DISTRICT 20" X 2" [65 X 50 X 5cm] min. Inspection p 2. vent to desired location and cover opening with a vent grate Port/Vent see Joints must be MIN. LOT SIZE 65,000 S.F.water tight MIN. LOT FRONTAGE 20' -- with at least 7 sq in.[45 sq. cm] open surface area. Secure with �� --- � "."'� notes 2-5 MIN. LOT WIDTH 200' stainless steel screws. Vent piping must not allow condensate C „ , build up` or create back pressure. Vent must be above finished _.. [1010 FAST® MIN. FRONT SETBACK 30 grade or higher (see`sheet 4 of 4), Uent pipe MIN. SIDE SETBACK 15' 2"[5]QS MIN see note 7 MIN. REAR SETBACK 15 3• All appurtenances to FAST®(e.g. tanks, access ports, Blower Piping - .. MAX. BUILDING HEIGHT 30' ......... -- electrical, etc.) must conform to all applicable country, state, See note 1 province, and local plumbing and electrical codes. Pump out access shall be adequate to thoroughly clean out both zones. ® 15 1/8' +1 J8„ 4. All inspection, viewing and pump out ports must be secured to 04" d0 a c O prevent accidental or unauthorized access. 15 [38.4 ±0.3 10_ R►ORATIO 5. Tank, piping, conduit, etc. are provided b�j�others. Blower p control system by Bio-Microbics, Inc. See Insttaatlation--•Marual. 6. If less than the specified minimums are considered necessary, 15 1/4" MIN consult factory for guidance. [39 IN] 7. All piping and ancillary equipment installed after FAST must I 41 14' MIN o not impede or restrict free flow of effluent. [104.6 MIN] �j 8• The tank(s) shall be designed to prevent air passage between " 24 MIN e the settling zone/tank and the treatment zone and preventing Influent [61 IN] '4 " an air lock. Examples include a baffle wall sealed to the lid or waste ' a treatment zone inlet line with a pipe cap. Consult factory for See Note 8 I s4 4�8 J v guidance. I �9p ;n 2 12e, 2 N 9. Installations using a FAST®system lid are capable of connection between zones 6 3/8" MIN 8 withstanding AASHTO H-10 equivalent loads. Any installation in r ' MIN I (8 which a FAST lid is buried deeper than 3 feet, or where '7 MAP 276 s " I o CPO additional loading conditions may occur, a professional see note 6 PCL 18 4� engineer should be consulted. FAST®with feet option should 1 14,359 SF± E K �82 beconsidered. Refer to Installation Manual for ore details. 350�Gallon Zoneing Treatment [1300 L MIN] 450 Gallllon MIN [1700 L MN] 10. Specialized treatment levels may require specific features to PROPOSE WELLIN TOP OF NOW 90 ^p be incorporated into the tank design. Consult factory for I W EL. 2. guidance. W �'6 Ln 54" 1 [137.21 O 1 � -, 25" 31 1/4" MIN f W � 1 �� 63.5 [79.4 MIN] 1 `� J m '1 303' V 5 ^N U TEST HOLE LOGS z 1 1 Z LISA LYONS, RS " Z 1 ^ ENGINEER: - Opening for FAST® [6.4 M NIJ WITNESS: DAVID STANTON, RS module to sit on tank 67 1/2 MIN border for sealing 1 Y DATE: 6/21/04 _ [171.5 ] MIN and securing the �E E w �, lid and liner to tank Q PERC. RATE _ < 5 MIN/INCH CLASS I SOILS P# 10747 l TITLt. PLAN i ELEV. ��,, ELEV. ELEV. o I = �/ opt 4 73.0' O» V 77.0' o" Q 79.0' TH [a 0 F 11 1 1 4» 0 5» O 3 A 76 �� .z LS 1627 PHINNEYS LANE 1 � - � _ 5» 1 OYR-3/2 78.6' f BARNSTABLE, MA .TH2 � •S Ls 10YR 5 3 ! _ 74 I 12" / 720' 10" 1OYR 4/2 76.2' B 1 I LS PREPARED FOR TH 1 1 I B B O LS LS 41 " 2.5Y 6/6 75•6' TOM SMITH I 1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 1 1 I C1 AROUND PERIMETER OF LEACHING FACILITY, 1 1 '2 1 OYR 5/6 DOWN TO SUITABLE SOIL LAYER. REPLACE 1 1 i 48" 69.0' 36" 74.0' FS/LS WITH CLEAN MED. SAND, TO MEET 1 26,0 DATE: FEBRUARY 11 , 2015 SPECIFICATIONS OF 310 CMR 15.255(3) 1 a 108" 2.5Y 7/3 70.0 REV.: MARCH 31 , 2016 1 N Ct . ^ C '2 1 46 7 S77 V40„e C MS 2 1 9 FS 54" 2.5Y 6/4 72.5' SL 68.0' OVAUF�rgSs �` DANIELS9 Scale: 1"= 20' 1 A. 2.5Y 6 2 132 2.5Y 6/2 0`,� DANIELA.�c�G� ° OJ L.A r / 2 C3 0� OJALA q No,409 0 10 20 30 40 50 FEET FS FS No.4NO2 &4 \° / r » 2.5Y 6/3 �° ^F o �urty� r 150 60.5 144 65.0 144 2.5Y 7/1 67.0 off 508-362-4541 BENCH MARK - TO OF MASS. ' 8/0 q� TKO M\�wa fax 508-362-9880 HIGHWAY BOUND EL = 75.6 NO GROUNDWATER ENCOUNTERED c ss�cyc �`��DANfELs`�� ,; ( downcope.com DANIE�A. O CIVIL `� =j A. 1��1y 170 W/! cape engineering inc. Scale: 1 = 20 CIVIL OJALA , No. q h1.4098 V/ civil l engineers o , °Fe \° land surveyors 0 10 20 30 40 50 FEET , y 939 Main Street ( R to 6A) LICE # 4- 56 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 04-131 GREEN REV.DWG TOP FNDN. = 93.0' SEPTIC PROFILE TEST HOLE LOGS LEGEND SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT AI I nWFn ) ACCESS COVER TO WITHIN 6" OF FIN. GRADE (Nar To SCALE) ACCESS COVER (WATERTIGHT) TO LISA LYONS, RS � 6 100.0 PROPOSED SPOT ELEVATION DESIGN FLOW: -2- BEDROOMS ( 110 GPD) = 220 GPD ENGINEER: * F86.0' MINIMUM .75' OF COVER OV WITHIN 6" OF FIN. GRADE DAVID 'STANTON RS ER PRECAST ,USE A 220 GPD DESIGN FLOW _- 2% SLOPE REQUIRED OVER SYSTEM 77 0 WITNESS: 100x0 EXISTING SPOT ELEVATION 100 ANOXIC TANK, AMPHIDROME REACTOR AND 1000 GALLON 85.0PROVIDE AMPHIDROME UNIT CONSISTING OF A 2000 GALLON RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:_ 6/21/04 �- 6 o� Jac PROPOSED CONTOUR FOR FIRST 2' wF o e, < 5 MIN INCH y z CLEAR WELL TANK (SEE DETAIL AND SPECIFICATIONS AS PROPOSED 2000 - 3 MAX. PERC:-RATE _ / 2 s EXISTING CONTOUR 74.0 Z 100 PROVIDED BY AMPHIDROME) 82.50 GALLON 82•0' a m I TEE H-20 CHAMBERS I # 10747 N �' a CLASS SOILS P (UNDER PROVISIONAL USE PERMIT; NITROGEN REDUCTION PROPOSED) SEPTIC TANK ��75.1 75.0 00JA a oo�o. QQoo0aoQo H-2 Jt 6" SUMP 73.17' Q = Q Q O Q O 0 TC) LEACHING: ( 21% SLOPE) �6" CRUSHED STONE OR MECHANICAL - Q Q Q Q Q Q Q Q 0 ELEV• ELEV. Deus SIDES: 2(25 + 12.83) 2 (.74) 11 COMPACTION. (15.221 [2]) 0 2' Q Q Q Q Q Q Q Q o� 71.17' 25 x 12.83 .74 DEPTH OF FLOW = 4 (13f% SLOPE) o BOTTOM: TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE INLET DEPTH 12 0 0 TOTAL: 472 S.F. 349 GPD = _ „ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH = 10 4„ A 5„ LOCATION MAP NTS A I EQUAL) WITH 4' STONE ALL AROUND FOUNDATION 12' SEPTIC TANK 46' -- D' BOX 13' LEACHING 10YR S S 5/3 10YR 2 4 8.67 12" loop / ASSESSORS MAP 276 PARCEL 18 * 2 BEDROOM DEED RESTRICTION REQUIRED ZONING DISTRICT: RG Q B YARD SETBACKS: LS FRONT = 30' LS 62.5' 10YR 5/6 SIDE = 15' - 10YR 5/6 36" 74.0' REAR = 15' BOARD OF HEALTH » Cl FLOOD ZONE: C 48 MS MA APPROVED DATE C 2.5Y 6/4 54" FS FIRM C2 2.5Y 6/2 , ;. FS 2.5Y 6/3 150" 62.5' 144" 65.0' NO GROUNDWATER ENCOUNTERED Q ELEV. _ 3 o" 79.0' o NOTES: °1 .8^ 3» w 3 70 s ^ A 1. DATUM IS APPROX. NGVD L d 00, 1 `O`er LS 2. MUNICIPAL WATER IS AVAILABLE 789 + .2 5 10YR 3/2 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. `Ohs B 4. DESIGN LOADING FOR CHAMBERS & D'BOX TO BE AASHO H- 20 + o LS DESIGN LOADING FOR OTHER UNITS TO BE AASHO H-10 ` 9 ' 41" 2.5Y 6/6 75.6' 5. PIPE JOINTS TO BE MADE WATERTIGHT. - - 1 73.93 Cl 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. I 84 PERC FS/LS ENVIRONMENTAL CODE TITLE V. DIRECT ALL WATER AWAY FROM ` _1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT 'TO BE . g. 7 . FOUNDATION 108" 2.5Y 7 3USED FOR LOT LINEAKIN , I'!pE FOR SEPT!C SYSTEM TO -CH 40-4 .. /�, W SL 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 2.5Y 6/2 b INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1 132 _ FROM BOARD OF HEALTH. PROP. AMPHIDROME SYSTEM PROP. (SEE DETAILS AND - 93.. TF 73, 1 C30' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SPECIFICATIONS BY = FS LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. MANUFACTURER) 4 2.5Y 7/1+88.70 11 . OWNER TO CONTRACT WITH F.R. MAHONY AND ASSOCIATES, INC. v� 144" 67.0' AT 781 -982-9300 FOR DESIGN, EQUIPMENT, TECHNICAL GUIDANCE m 1 v NGWE AND TESTING OF THE AMPHIDROME SYSTEM. .51 3 1 cu 12. OPERATIONS AND MAINTENANCE AGREEMENT AGREEEMENT ~ Gm FOR THE LIFE OF THE SYSTEM. SLAB 1 • ° z Q EL 13. EFFLUENT TESTING REQUIRED: CBOD, TSS, TN, pH, ALKALINITY, e3.3 3 TKN, & NITRATES 1 SHEET 1 OF 2 3° + �+4 5 Lu ALL MANHOLE COVERS MUST BE TITLE 5 SITE PLAN 79. W 4" LINE ACCESSIBLE FOR THE LIFE OF THE OF ^�� Q / •4 _o BACKWASH/RETURN SYSTEM1627 P H N N EYS LANE 0 1 3 80 n f-- FLOAT IN THE TOWN OF: 7 = � SENSORS GRADE _ \ 'A PROVIDE WEEP BAR N STAB LE LNV. IN 82.50' HOLE H L PREPARED FOR: MAR REALTY z 1 0 12" °°° 10„ L L 3 SYSTEM DISCHARGE Z 78 + - - ' T 1 +73 7 < ' ="�'� 20 0 20 40 60 2000 GAL, H-10 S/T 82.0 81 .75 81 .75'+74.00 CHECK VALVE (� 74.00 PROVIDE VENT WITH CHARCOAL FILTER , AND BUGSCREEN (FINAL PLACEMENT WITH ELEV. 77.92 OCTOBER 6, 2004 J' + 9.4 72 7 HOMEOWNER CONSULTATION} SUMP WITH ENCLOSED SCALE: 1" = 20' DATE: ���� �� �� �� :' DISCHARGE PUMP REV. 11/1/04 (AMPHIDROME DETAILS) ANOX!C TANK Z 1 TH 1 (Nor To SCALE) ELEV. 77.25' �A L AR AMPHIDROME MEDIA 75.25' BACKWASH/RETURN Mg tH 1 14, 9t �tt1OFS � OF1�ys AERATION PIPE PUMP �a ARNE yc �' ARNE H ctics 5' REMOVAL OF UNSUITABLE SOIL UNDERDRAIN 1000 GAL 1 H. OJALA a b4AY BE REQUIRED AROUND BASE OF � OJALA � � CIVIL y -� 46• PERIMETER OF LEACHING FACILITY, REACTOR ELEV. C L EA R W E L L No, 8348 07 1 DOWN TO SUITABLE SOIL LAYER >� }J3J5 (VARIABLE SOILS - SEE TEST TANK �0�! 4:0. HOLE LOGS). REPLACE WITH ! l 7�v' 1 CLEAN MED. SAND. ENGINEER TO AMPHIDROME REACTOR AL 72 11 +^7. 2 INSPECT SOIL AT TIME OF ^ INSTALLATION TO DETERMINE AR OJALA, L.S. DATE P. ., . n SUITABILITY. CERTIFICATION AMPHIDROME SYSTEM �^D BENCH MARK - TOP OF MASS. � 72. 3 HEALDEPT. REQUIRED TO HEALTH DEPT. HIGHWAY BOUND ELEV. = 77.0 (NTS) off 508-362-4541 fax 508 362-9880 i down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 vain st, yarmouth, rya 02675 ©4- 13