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HomeMy WebLinkAbout0045 TRINITY PLACE - Health 45 TRINITY PL Centerville A = 248 - 009 J i S M EAD KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE FORESTRY MIN.RECYCLED INITIATIVE CONTENT 10% Comied Fiber Sourcing POST-CONSUMER wmirfiproprem.orp S"1190 MADE IN USA GET ORMOD AT SMEAD.COM i 44 Commercial Street Raynham, MA 02767 PITNEY BOWES Phl 2 1. 02 .1 P $ 000.500 '. 0002750636 AUG 20 2019 MAILED FROM ZIP CODE 02767 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 mi.+•c: =f �;a.;ri �;= it 4 y 6 • �. �� f` ., ,� ,�,,, �: 1` � I, 1,� i' y � t i1 � 1 � l j .. ., ....., ... - t,�..�- �._ �_ _ _ 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 August 19, 2019 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0210947 To whom it may concern: Attached please find a copy of the Product Registration Report for the FAST Treatment System, for the'startup"perforriied on 8/12/2019 at the home of E&B Development located at 4-5 TrinityTlace, Centerville, MA. Also, attached is a copy of.the fully executed Operations&'Maintenance Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, f!/as wa&e- Ttleatxe rt Ye,"ieev Enclosures � e 1 4 C 0 R P 0 R A T E D 16002 W. 110th Street el) Lenexa, KS 66219 cb Phone 913-422-0707 Fax: 912-422-0808 e-mail: onsite biomicrobics.com ❖www.biomicrobics.com •:• 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-U f Date Shipped to End User 05/13/2019 Serial# 0210947 OWNER NAME E&B Development ADDRESS 45 Trinity Place CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX 508-789-0007 BIO-MICROBICS DISTRIBUTOR NAME J&R Sales and Service,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME E&B Development ADDRESS 1020 Plain Street, Suite 170 CITY/STATE/ZIP Marshfield,MA 02050 PHONE/FAX 508-789-0007 CONSULTING ENGINEER if applicable) NAME Coastal Engineering ADDRESS 260 Cranberry Highway CITY/STATE/ZIP Orleans,MA 02653 PHONE/FAX 508-255-6511 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating 0 0 Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly �� Air Lift Operation Filter element installed Z, Recirculation tube in place Blower hood secure .0/ 11 Fasteners tight Blower works correctly 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 �s Discharge line connection n n Factory Authorized Personnel: Title: Firm: Wastewater Treatment Services. Inc. Date: 1 y pI 44 Commercial StrcLt Raynham, MA 02767 Tel: (508) 880-0233 l TNSPECTION ANDTESTING AGREEMENT Fax: (508) 880-7232 Agreement entered into by and between Wastewater Treatment Services,Ine, (herein called WTS)and the FASP 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 � /�'�1 `) . These inspections will include: s 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. i 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. Emergency service between regular inspections will be provided at standard labor rates dining 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. a 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. 3 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,OWN] R's responsibility to thnely return the payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. a } Failure to return payment may result in suspension of service, cancellation of the contract and/or nullification of j warranties,at the election of VVTS. 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 MicroFASTI B i� Marshfield,MA $770.00 General-Denite `� Includes(4)Field Tests yu N EQUIPMENT OWNER Wastewater Treatment Services Inc. Q *Signed by OWNER: �� R:A:1 Signed: � 1 E&B Development r p 45 Trinity Place 44 Commercial Street Centerville,MA Raynham, MA 02767 Tele: (508) 880-0233 Fax: (508) 880-7232 Telephone: Effective Date of Agreement . �� E-mail: OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable;ai>d(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST@ System; and (3)ANNUAL RATE is subject to change based on current WTS rates. I.HAVE READ A D UNDERSTAND THE.FOREGOING. *Signed by OWNER: , Field Testing 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. R 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 operatuig. 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, j Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable j! access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If G such laboratory sample is required, OWNER will be responsible for charges incurred. IF 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$2 IS.00/test. h *Approval for Testing �4- VC ner's.Signature Operator assigned: Michael Moreau Telephone: (508)880-0233 Il *Your property is subiect to a$50.00/vear fee for the Barnstable County Septic Management Program �i i New I/A System Permit Summary Sheet Site Information Town: Barnstable Town Permit# 2018-211 Assessor Map/Parcel: 248-009 Unique Town ID# Site Address: 45 Trinity Place Owner Name: E+B development Altername Name: Home Phone: Mailing Address: 1020Plain Street Suite 170 Work Phone: 508-789-0007 Marshfield,MA 02050 Title 5 Information Building Type/Use: Single Family Design Flow: 220 9 Y Seasonal: Yes ❑ No ❑ Unknown ❑E Bedrooms: 2 Title V N.S.A.: Yes-&� No ❑ Unknown ❑ Lot Size: 87,120 Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. 2 chamber 1500 tank with FAST STU SAS 1 OX 29.6 3 chamber I/A Treatment Unit Make and Model: .5 microFAST#0210947 Inspection Frequency: a/yrtirst year then 2/yr DEP Permit Type: ❑ General Approval Date: 6/27/18 COC Date: s/31/19 ❑ Provisional Contract Entity: WTS ❑ Remedial Contract Start Date: 8/12/19 Contract Duration: 2 ❑ Pilot Installation Date: 8/12/19 Unit Startup Date: 8/12/19 DEP Permit ID# Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits; if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑■ Nitrite ❑■ Organic N ❑ Ammonia ❑ TKN ❑■ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: a/yrfirst year then2/yr Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: Tracking# Entered: Entered By: FAX: 508-362-2603 �tME t Barnstable Town of BarnstableRARNSTA e 1 erica 9 Mom- r Board of Health • •i63q. ♦0 �fn►�'�' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 6onald A.Guadagnoli,M.D. Junichi Sawayanagi June 27, 2018 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway, Route 6A Orleans, MA 02653 RE: 45 Trinity Place, Centerville A= 248-009 Dear Mr. Schnaible, You are granted permission on behalf of your client, E&B Development, to construct an onsite sewage disposal system with a FAST secondary treatment unit (S.T.U.) and at 45 Trinity Place, Centerville. 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 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 designer and the system owner shall comply with the requirements contained within the MA DEP Certification for General Use approval letter dated December 29, 2010, revised March 20, 2015. (4) The effluent shall be sampled for TN quarterly during the first year of operation, then twice each year thereafter in conformance with Q:\WPFILES\Schnaible45TrinityPlaceApproval2018.docx Page 1 of 2 paragraph 9 of the MA DEP Certification for General Use approval letter dated December 29, 2010, revised March 20, 2015. (5) The system shall be installed in strict accordance with the plans June 6, 2018. (6) 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 plans dated June 6, 2018. The applicant's engineer designed a system which incorporates an approved 660 gallons per acre/day secondary treatment unit. The State Environmental Code, Title V, allows the construction of a two bedroom home on a 0.41 acre parcel located within a nitrogen sensitive area when a secondary treatment is utilized which is approved for use at 660 gallons per acre per day. No variances were required nor needed in this regard. Sincerely yours, M Paul J. Canniff, D . Chairman BOARD OF HEALTH Q:\WPFILES\Schnaible45TrinityPlaceApproval2018.docx Page 2 of 2 c�a ll�.�e� 7�- 'TLi ( - OF T01y Barnstable Town of Barnstable kvfkd MSTABM M ASS: Board of Health A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi June 27, 2018 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway, Route 6A Orleans, MA 02653 RE: 45 Trinity Place, Centerville A= 248-009 Dear Mr. Schnaible, You are granted permission on behalf of your client, E&B Development, to construct an ' onsite sewage disposal system with a FAST secondary treatment unit (S.T.U.) and at 45 Trinity Place, Centerville. ` This permission is granted with the following conditions: (1) The designer and the system owner shall comply with the requirements contained within the MA DEP Certification for General Use approval letter dated December 29, 2010, revised March 20, 2015. (2) The effluent shall be sampled for TN quarterly during the first year of operation, then twice each year thereafter in conformance with paragraph 9 of the MA DEP Certification for General Use approval letter dated December 29, 2010, revised March 20, 2015.. (3) The system shall be installed in strict accordance with the plans June 6, 2018. (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 plans dated June 6, 2018. Q:\WPFILES\Schnaible45TrinityPlaceApproval2018.docx Page 1 of 2 i The applicant's engineer designed a system which incorporates an approved 660 gallons per acre/day secondary treatment unit. The State Environmental Code, Title V, allows the construction of a two bedroom home on a 0.41 acre parcel located within a nitrogen sensitive area when a secondary treatment is utilized which is approved for use at 660 gallons per acre per day. No variances were required nor needed in this regard. Sincerely yours, Paul J. Cann" M.D. Chairman BOARD OF HEALTH Q:\WPFILES\Schnaible45TrinityPlaceApprova12018.docx Page 2 of 2 d� COASTAL engineering co. June 11, 2018 Project No. C18917.00 Board of Health Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Board of Health Application Filing Package Proposed Sewage Disposal System Upgrade E&B Development LLC 45 Trinity Place Centerville, MA Map 248 Parcel 009 Dear Mr. McKean: The Standard Conditions for FAST Treatment Systems Certification for General Use, last revised and issued on March 20, 2015 by the Massachusetts Department of Environmental Protection (MassDEP), require the Designer to certify that the system has been designed in accordance with the Approval, any Company design guidance, and 310 CMR 1S.000. This letter will serve to certify that the design shown on the submitted design plans for the above referenced properties., prepared by Coastal Engineering Co., Inc., issue date June 5, 2018, conforms to the General Use Certification Approval issued to Bio-Microbes, Inc. by MA-DEP, to the design guidance, and 310 CMR 15.000. The reason we have designed a Sewage Disposal System with I/A is the lot is in a water protection district and is undersized for 2 bedrooms. Please note that the property will require a 2 bedroom deed restriction to be recorded at the Barnstable Registry of Deeds. If you have any questions or comments please contact me at your convenience. Very truly yours, OASTAL ING CO, INC. John . S ible cc: E D velopment LLC, Applicant David rey, Owner/Trustee, by Certified Mail D:IDOCIC189001/89171Permittin IBOH-lASystem 12018-03-08-Desi Cert.doc Orleans I Sandwich l Nantucket 4_ ° 5'��.,, 45 Trinity Place Centerville, MA • New Construction 2 Bedroom on 17,859 square ft. in all zones • Install 1,500 Gallon 2 compartment Tank w/Sanitary Tee's& Bio-Micobics. Micro FAST 0.5 Unit and (3) Leaching Chambers with stone. (355.8 GPD) • Plans look ok NEEDS: Prior to issuing COC needs Deed Notice as required by 310 CM 15.287(10) 0 & M Contract prior to issuing Permit to install. Needs to alter Homeowner Cert. Form in accordance with Section (VI.) pg. #9 in Certification for General Use. DEP Approval Letter. ��5 a �o COASTAL engineering co. Project#C18917.00 June 11, 2018:51 .E.I Board of Health Attn:Thomas McKean, Health Director By: HAND DELIVERY 200 Main Street Hyannis, MA 02601 Re: Board of Health Application Filing package Proposed Sewage Disposal System Upgrade with an I/A System E68 Development LLC 45 Trinity Place Centerville, MA Map 248 Parcel 009 On behalf of our client, E6B Development LLC, we are submitting an original plus 4 copies of a Board of Health Application Filing Package, an original check for municipal filing, and 2 wet seal 6 3 copies of the plan, an ELECTRONIC copy for the above referenced project. The following items are enclosed: • Board of Health-7 Page Application Checklist • Homeowner Certification Form for Alternative Systems • Certification of General Use: FAST System ,revised 3/20/15 • Owner's Manual for FAST Systems • FAST Service Manual • Certification by Designer • J. Rogers, Architectural Floor Plans (4 pages) • Coastal Engineering Co., Inc., Site 6 Sewage Disposal System Plan, dated 6/5/18 Please schedule this for the next available public hearing. If you have any questions or require additional information, please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO., INC. co&- Sarah Cole Enclosures: As Stated cc: E613 Development LLC, Applicant David Carey, Owner/Trustee, by Certified Mail John G. Schniable, Project Manager S vol go tyi 3"' zf r: Orleans I Sandwich I Nantucket z c i M6� YW f Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASTV 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. (Oadr", _V11", March 20, 2015 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources I. Purpose This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1.800-439-2370 MassDEP Website:www.mass.gov!dep Printed on Recycled Paper Certification for General Use Page 2 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 1. Subject to the conditions of this Approval and any other local requirements,the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval. Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen(TN) concentration of 19 mg/L(for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator')has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair,replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. I1. 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 Certification for General Use Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFAST® 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST® 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 MicroFAST®, HighStrengthFAST® and NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFAST®, HighStrengthFAST® and NitriFAST® 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 NitriFAST®models can also be used for additional nitrification in series after the MicroFAST®models or HighStrengthFAST®models. In this configuration the tanks used for the NitriFASTR 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 FAST® system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary,by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre(gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 19 milligrams per liter (mg/L); or Certification for General Use Page 4 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre(gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/L). • TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System,the System owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance,monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory, or a DEP approved independent university laboratory,unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 6. Design, installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification, the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections,maintenance,repairs,responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring Requirements 4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box,pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance(O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four)by the Board of Registration of Operators of Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV(8). 8. The System Owner shall maintain at all times an O&M Agreement with a qualified Y �' 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 3.10 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV(9) and (12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV(13) and to the local approving authority in accordance with paragraph IV(14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken, to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph II (4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV(11)below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.govldep/water/laws/policies. htm#tSpols. 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.govldeplwater/laws/ policies.htm#tSpols. Certification for General Use Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum, the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkegpin and nd Reporting 13. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303,the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). 18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV(16) and(8). 19. The System owner shall provide a copy of this Approval,prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. Certification for General Use Page 8 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10), the System Owner shall provide to the Local Approving Authority a copy of: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and(ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 2. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 3. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make available the list of qualified operators by February 15th and make the list known to local approving authorities,the Department and to users of the technology. 4. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 5. The Company shall include copies of this Certification and the procedures described in Section V (3) with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V(3). Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 6. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 7. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification. The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force until the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP, the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval,the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system, the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty, the System Owner understands the requirement to repair,replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VII. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: 9 . 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 10 123 8) Town of Barnstable '. "E Regulatory Services Richard V. Scali, Interim Director 1A NSTABM Public Health Division 16 '`� Thomas McKean RFD MA't A , Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: y';5 — 0"w t-M Assessor's Map\Parcel: Property Owners Name: In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A R ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) © ❑ I have been provided with the Owner's Manual © ❑ I have been provided with the Operation and Maintenance Manual ❑ © For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ 0 For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) Q ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 agree to comply with all terms and conditions above. Property Owners printed name P o erty Owif&s Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc • r BETTER WATER.BETTER WORLW FAST® Owner's Manual FOR USE WITH (NSF Std 40&245) MicroFAST 0.5,0.625,0.75,0.9,1.5 (non-NSF certified) MicroFAST 3.0,4.5,9.0 (ETV/EPA tested) RetroFAST 0.150,0.250,0.375 NitriFAST 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST 1.0,1.5,3.0,4.5,9.0 F �. triF R eir 3 k y Y. 3 l; FAST Owner's Manual©2014 Bio-Microbics,Inc.Revised January 2014. FAST,MicroFAST,NitriFAST,HighStrengthFAST,and RetroFAST are registered trademarks used under license. O OwnerDear FAST System Congratulations!You have a FAST wastewater treatment system installed on your property. At the forefront of green technology,the FAST System by Bio-Microbics meets the highest industry treatment standards. Based on environmentally sound and simple scientific principles, the FAST process is our continued commitment to improve small onsite treatment capabilities.You can take pride in knowing that,with the FAST system,you will help ensure a clean environment for future generations. Please take time to read this FAST Owner's Manual,you will learn important safety precautions, review detailed information on proper use and care of your system. Designed for minimal operator attention,the FAST System contains only one moving part—the blower.By consistently following a maintenance schedule and being mindful of what can go down your drains, you can enjoy the lasting benefits FAST Wastewater Treatment System for decades to come. Top things you can do to prolong the life of your system: 1. Have the FAST system inspected and tank pumped as necessary. 2. Keep track of the substances entering your system,please review the list of Do's&Don'ts(see other side for poster). 3. Keep the FAST System operating-do not turn off the blower. 4. Care for your drain field or irrigation system(if incorporated into your FAST System). If you should desire any further assistance,please contact Bio-Microbics at sales@biomicrobics.com or call us at 800-7S3-FAST(3278). ____ Thank you again for using FAST"! Sincerely,Bio-Microbics Team ` Certi�W W NSF/ANSI5�8114dld 40 ' • ..•g ` ''" 1 � � • • .• 1.1 1 • • OWNER'S MANUAL FOR USE WITH FAST SYSTEMS: (NSF Std 40/245 cert.)MicroFAST'0.5,0.62S,0.75,0.9,1.S (Non-NSF cert.) MicroFAST'3.0,4.5,9.0 (EN/EPA tested) RetroFAST 0.150,0.250,0.375 NitriFAST 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST 1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION All FAST products are ETL certified for safety (electrical, environmental, etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International, the MicroFAST 0.5, 0.625, 0.75, 0.9 and 1.5 systems meets NSF Standard 40, Class 1 and Standard 245 certifications for wastewater treatment devices. If you have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST(3278)or(913)422-0707 e-mail: onsite@biomicrobics.com About FAST: The FAST (Fixed Activated Sludge Treatment) system uses naturally occurring bacteria (biomass) to treat sewage for dispersal into the environment.This continuous process provides the biomass with waste(food)and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the tank for periodic removal. The FAST process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe.The air supply pipe and draft tube create an air lift.The air lift mixes oxygen and waste throughout the media inside the tank. Bacteria grows on the media and digests the waste. A vent pipe expels harmless vapors created by the process. INTRODUCING SUBSTANCES INTO THE SYSTEM: while the FAST wastewater treatment system will process most waste produced by the average household, introducing large amounts of subatances into the system may reduce the efficiency of the system or stop the treatment process by destroying the biomass. These substances can be grouped as: prohibited substances and limited-use substances. Please refer to the"DO'S AND DON'TS"list to get familiar with What You Can Put Down the Drain to maximize the system's efficiency and reduce the time period between septic tank pump-outs. In general: IF SUBSTANCE IS HARMFUL TO HUMANS OR IS ANTI-BIOTIC IN NATURE, IT SHOULD NOT BE PUT INTO ANY SEPTIC SYSTEM-INCLUDING FAST®. IF YOU HAVE A QUESTION REGARDING THE EFFECT OF A PARTICULAR SUBSTANCE ON THE FAST®SYSTEM, CALL YOUR BIO-MICROBICS SERVICE TECHNICIAN. SYSTEM COMPONENTS The FAST wastewater treatment system typically includes the following components: A.Blower&Housing c B.Control Panel B � rt 10 , . C.Air Piping E D.Vent(s)and Observation Port E.Access H' F.FAST Unit F G. Tank Prima Zone- Seconda Zone H.Outlet to Drain G" field *PLEASE NOTE.Adequate pump out must be provided for primary and secondary zones. There may be ancillary equipment associated with your system: pump(s)(before and/or after the FAST®unit),a distribution box,a disinfection system,an irrigation system,a remote alarm,or auto dialer,etc. ® DO NOT ENTER THE SEPTIC TANK. Hazards exist in a septic system.All precautions must be followed when inspecting the system. `i Keep tank openings covered at all times. Failure to do so could result in severe sickness or death. Lethal gases,high voltage electricity, and other deadly hazards can be associated with the system.DO NOT use an open flame or cause a spark near a septic tank's access points.Gases emanating from septic tanks can explode if ignited or deadly if inhaled. Only authorized,qualified service personnel should service a septic system;open access ports;and/or open covers to a septic tank. IFI]EMOMInfectious organisms exist in a septic tank.If any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician. MAINTENANCE & SERVICE Only qualified service staff should open access ports and/or covers. Infectious organisms exist in a septic tank. If any contact with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. . Avoid pumping down a tank after periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to float up and become dislodged. As the FAST system processes the raw domestic waste (producing sludge and sloughed-off bacteria), the dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal. The periodic removal time interval will change depending on the size of the system and varying load conditions. Tank Pumping Procedure: As Required by Measurement of Sludge Depth To determine the sludge depth accurately, open up the access ports/cover(s) to the primary zone (settling compartment), insert a sludge-measuring instrument,and take samples. If sludge is 18" (inches)deep or takes up 75% of the area below the port connecting settling compartment to secondary zone (which contains the FAST system),have the tank pumped out. All stricter,applicable regulations supersede these operational directions. Also, check the sludge depth of the secondary zone. Open the access ports/cover(s) to the secondary zone and measure sludge depth. If sludge depth in the secondary zone is greater than 14" (inches), it is necessary to pump the bio-solids out. �, Always pump out both zones of the system even if only one zone may require it. Continued- Tank Pumping Procedure:As Required by Measurement of Sludge Depth 1. Open the access ports/cover(s) and insert the hose. Be sure to pump out both settling and treatment chambers of the system. 2. Once the unit has been pumped out,immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment.Close the access ports/cover(s)making sure it is watertight. 3. Properly dispose of the solids in compliance with local and state regulations. SEASONAL/INTERMITTENT USE PROPERTIES FAST wastewater treatment system will function normally during short periods of inactivity, even if there is no wastewater flowing to the system.The power to the system should be left on during this time. Typical examples of extended periods of intermittent use and suggested operational procedures: • Summer use property (shut down all winter) - blower should be turned off at end of summer and restarted upon return. • Weekend property (used at least once every three weekends) - maintain normal operation or utilize FAST's SFR blower timer feature on control panel. Consult your service provider and local regulations prior to any system changes. Check with local regulations before attempting: If property is seldom used and blower is shut down completely for an extended period of time (i.e. summer use only), we suggest to arrange through your local service provider restarting the blower a week or two prior to returning to the property. i a ! Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated with the system. Introducing harmful or damaging substances into the FAST system may void the warranty. LIMITED WARRANTY Bio-Microbics,Inc.warrants every new residential FAST system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio- Microbics,Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio- Microbics, Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Microbics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. EXTENDED SERVICE AFTER THE FIRST TWO YEARS An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor.The extended service policy should provide the same service checks as the initial NSF service policy,sludge accumulation levels in the septic and FAST tanks,and perform any additional service required by local regulation.Extended service on NSF certified systems should be performed twice per year. y P T � � FASTO'System Serial.Number_ Sysfiern Designer Name;; Designer Phone: Health Official Nam°e Health Official Phone:;_. Manufacturer Name Bio-'Micro Inc.. Man:ufactu rer Phone; 1=800 753-FAST (3278 Installed.By: installer Phone:, . ........ . .. .. ....... ......... ... ... ... . . .. Maintenance Provider Name: Maintenance Provider Phone _ _ _ BETTER WATER.BETTER WORLD: 8450 Cole Parkway • Shawnee,KS 66227 • USA Ph: 913-422-0707 Fax: 913422-0808 800-753-FAST(3278) www.biomicrobics.com GETTER WATER;BETTER'WQRLD':, FAST® Service Manual FOR USE WITH (NSF Std 40&245) MicroFAST 0.5,0.625,0.75,0.9,1.5 (non-NSF certified) MicroFAST 3.0,4.5,9.0 (ETV/EPA tested) RetroFAST 0.150,0.250,0.375 NitriFAST 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 High Strength FAST 1.0,1.5,3.0,4.5,9.0 / 1 \ z � s c „^r FAST Service Manual©2014 Bio-Microbics,Inc.Revised January 2014. FAST,MicroFAST,NitriFAST,HighStrengthFAST,and RetroFAST are registered trademarks used under license. SERVICE MANUAL FOR USE WITH FAST SYSTEMS: (NSF Std 40/245 cert.)MicroFAST 0.5,0.625,0.75,0.9,1.5 (Non-NSF cert.) MicroFAST 3.0,4.5,9.0 (ETV/EPA tested) RetroFAST 0.150,0.250,0.375 NitriFAST 0.5,0.625,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST 1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION All FAST products are ETL certified for safety (electrical, environmental, etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International, the Micro FAST 0.5, 0.625, 0.75, 0.9 and 1.5 systems meets NSF Standard 40, Class 1 and Standard 245 certifications for wastewater treatment devices. If you have questions regarding any Bio-Microbics products, please contact us: 800-753-FAST (3278) or (913) 422-0707 e-mail: onsite@biomicrobics.com About FAST": The FAST (Fixed Activated Sludge Treatment) system uses naturally occurring bacteria (biomass) to treat sewage for dispersal into the environment. This continuous process provides the biomass with waste(food) and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the tank for periodic removal. The FAST process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe.The air supply pipe and draft tube create an air lift.The air lift mixes oxygen and waste throughout the media inside the tank. Bacteria grows on the media and digests the waste. A vent pipe expels harmless vapors created by the process. A.Blower and Housing—� B.Control Panel :J C.Air Line Piping D.Veri and Observation Port E.Access H* F F.FAST Unit G G.Tank Prima Zone Seconds Zone H. Outlet to Drain field (GENERAL LAYOUT *PLEASE NOTE:Adequate pump out must be provided for primary and secondary zones.There maybe ancillary equipment associated with your system: pump(s) (before and/or after the FAST®unit),a distribution box,a disinfection system,an irrigation system,a remote alarm,or auto dialer,etc. REGULAR SERVICE MAINTENANCE �t Always secure all access covers to prevent unauthorized people from entering the tank.Only qualified service personnel should open access ports and/or covers.Infectious organisms exist in a septic tank.!f any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. DO NOT use on open flame or cause a spark near a septic tank's access points.Gases emanating from septic tanks can explode if ignited or deadly if inhaled. Clear Blower Housing intake of obstructions. Vent(s)and Observation Port- Fj " Check for obstructions - N - ALARM—Checkaudio ;E� alarin',by tummg:aff br onl 5 u4 � - ,- BLOWER - blowe.r_ is operating: correctly. :Clean filter element;hside blower EFFLUENT=-Observe effluent, intake assembly, after FAST. It'should be dear. wth a"musty^odo((not septic}. INTERNALS. Check-reaction chamber for ` vigorous'splash RembJe'tiio-sblidsperiodically (check procedure-listed under Maintenance Checklist—Tank Pumping.Procedure'scti seon �otthls manual). SAMPLING—Refer to "COLLECTION OF ' EFFLUENT SAMPLE"-- ' - sediono(ahismanual. �7 SYSTEM COMPONENTS ED 12.d ayq. 'Feet Option N & Lid 4]ptn COMMON NAME 1. Blower Housing 8. Foot Top(foot option) 2. Blower(with blower 110 piping,Inlet Filter Assembly,blower and 9. Foot Bottom(foot option) housing screws not shown) 10. Foot Screws(foot option) 3. Louver 11. 6"Observation Port Gasket(lid option) 4. Liner 12. 2"Air Line Gasket(lid option) 5. Recirculation Trough 13, Lid(Optional)(Not with MCF 4.5 or 9.0) 6. Air Lift 7. 4"Outlet Gasket DO'S & DON'TS......What can I put down the.drain? Please refer to the list below for important info on how to keep your treatment system performing as it should. Introducing harmful or damaging substances into the FAST system may void the warranty. DO NOT PUT THESE ITEMS DOWN THE DRAIN: FOOD WASTES ANIMAL BONES/COFFEE GROUNDS I CORN COBS/EGG SHELLS 1 SKIN I FRUIT PEELS I MELON RINDS I HOME BREWERY WASTE PERSONAL PRODUCTS BANDAGES/CONDOMS I SANITARY NAPKINS/WET WIPES JDISPOSABLE DIAPERS AUTOMOTIVE FLUIDS/CAUSTIC CLEANERS/DRUGS/FLOOR STRIPPE CHEMICALS/TOXINS HARSH DETERGENTS/HERBICIDES I MEDICATIONS I PAINTS(OIL-BASE I PESTICIDES/AMMONIUM CHLORIDE CLEANERS I SOLVENTS/THINNE CAT LITTER/CIGARETTE BUTTS I CLOTH TOWELS/FILM DEVELOPING OTHER PRODUCTS WASTE 1 METAL OBJECTS/MODELING CLAY/PAPER TOWELS SCRAPS/PLASTIC BAGS I PLASTIC OBJECTS/RAGS /RV WASTE RECORD KEEPING FOOD WASTES MEDICATIONS Keep copies of all system Garbage disposal waste is DO NOT FLUSH UNUSED drawings/plans of the site/installed acceptable-if allowed by your local MEDICATIONS DOWN THE equipment/service records with all regulatory authority. However, it DRAIN. Please dispose properly by other home appliance documents. may lead to more frequent removal returning unused medication to the Record all applicable information. of solids from your septic tank. pharmacy/doctor. Please dispose of large quantities NOTE: The human body absorbs LAUNDRY of food in the garbage. :520% of typical medications, Spread wash loads throughout the please notify service provider of week. Instead of liquid fabric FATS, OILS & GREASE medications taken frequently or softener, dryer sheets should be Too much grease (i.e. animal fats, used intermittently in the house; used. Use low-suds, biodegradable vegetable oils, lard, etc) put down this could ease disruption of service and low phosphate detergents, like the drain may overload the system for your system. Mighty Mike® from Scienco/FAST and prevent the bacteria from fully (www.sciencofast.com). breaking down the waste. SEPTIC ADDITIVES/ENZYMES LEAKY FIXTURES The wastewater in the system DISINFECTANTS/CLEANERS typically contains all the required Large quantities of water are added Use citric acid, chlorine, or bacteria for proper operation. to your wastewater system when biodegradable cleaners according Commercial additives are most you have leaking fixtures. Timely to the manufacturer's often unnecessary; and may do detection and repair can help t recommendations. Products more harm than good. maximize the life of your system,, containing ammonium chloride especially the drain field. compounds or pine oil-based PAPER PRODUCTS WATER SOFTENERS cleaners should not be used. Use Use single- or double-ply, non- The FAST® process may tolerate drain cleaners as a last resort to quilted, white toilet paper products. discharge from properly operating unclog pipes. Some color dyes in the paper softeners that backwash as needed cannot be eaten by natural based on water usage (DIR) vs. GARAGE &WORKROOM bacteria. Non-bleached paper timer operated systems, if allowed Drains from work areas should be (brown in color) takes longer to by your local regulatory authority. diverted away from your system; break down and can therefore increase the pump out frequency of However, these discharges can petroleum-based products and saw your tank. Avoid flushing paper possibly damage other parts of the dust should not enter the septic towels, napkins, wipes, or other septic system. system. thick paper material. MAINTENANCE CHECKLIST Always secure all access covers to prevent unauthorized people from entering the tank.Only qualified service personnel should open access ports and/or covers.Infectious organisms exist in a septic tank.If any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. • DO NOT use an open flame or cause a spark near a septic tank access points.Gases emanating from septic tanks can explode if ignited or deadly if inhaled • ' � ® ® 1 • ' �r The FAST system's blower makes a constant humming noise, much like a household refrigerator. Under normal SOUND conditions,the blower should last 5+years without need for replacement. If an unusual noise is heard, refer to the Trouble-Shooting Guide. ODORA musty, earthy-type of odor is normal. However, if a sewage odor(rotten egg smell) is detected, refer to the Trouble-Shooting Guide. SIGHTY� A properly loaded and operated FAST system will produce effluent that looks like tap water. If the effluent is s turbid,opaque,or suddenly changes,refer to the Trouble-Shooting Guide. TRAFFIC Ensure that the FAST system has not been damaged due to excessive weight loading(>1,750 lb. point load.) Only normal yard traffic (lawn mowers, etc.) is acceptable. Traffic bearing (H-20) tanks can be made for use with FAST®(w/feet).Consult local distributor or the factory for guidance. BLOWER OPERATION DO NOT turn off the blower(unless testing alarm).Treatment quality and drain field life could be reduced. Check the blower for proper function. Clean the blower's inlet air filter element. The blower can be operated by a timer in certain situations. Contact your local Bio-Microbics distributor for more information. If the blower is malfunctioning please refer to the'Troubleshooting Guide"or Blower Replacement Section located in this manual. ❑ ALARM PANEL AND ALARM SOUNDS The alarm has a—10 second built-in delay.Test the audible alarm by turning the blower OFF. To silence the alarm, use the "Silence" button on the panel's front. If the alarm is activated for an unknown reason,please refer to the"Troubleshooting Guide"located in this manual. VENTS.ODORS,AND INTAKES Clear the vent(s) and blower housing intakes of any obstructions. Please refer to the "Troubleshooting Guide" located in this manual if you detect septic odors coming from the FAST"vent as this may indicate a problem with the system. WATER QUALITY effluent should be clear and odorless. All FAST systems are capable of exceeding the USEPA standard for secondary wastewater treatment (40CFR, part 133.102) depending on how they are applied, sized, installed and operated. If samples are required please refer to the"Collection of Effluent Sample"section below. BIO-SOLIDS(SLUDGE)LEVELS Scheduling sludge removal depends on the size and design of the septic tank.Check the sludge levels in both tanks/compartments by inserting a sludge-measuring instrument and taking measurements in multiple locations in each compartment of the tank(s).Pump both compartments/tanks if the sludge is: 1. 18"deep in the primary settling tank or is within 6" of the connection point between the settling tank and the secondary/treatment zone;and/or 2. Within 3"-4"of the bottom of the FAST unit in the treatment tank. To determine the proper measurement for#2 above, measure the total liquid depth of the treatment tank(containing the FAST` unit) using a sludge-measuring instrument. Take that value and subtract the height of the FAST product (in the table below). The result is the total sludge storage height available in the tank. FAST4i ALL RetroFAST® 27" [68.5 cm] FAST® Models 0.5, 0.625, 0.75, 0.9, 1.5, & 4.5 31" [79 cm] FAST® models 3.0 & 9.0 55" [140cm] All stricter,applicable regulations supersede these operational directions. Always pump out both zones,even if only one zone may require it. TROUBLESHOOTING GUIDE Contact factory or local distributor for all other issues: (913)422-0707 SITt1ATI0N. . ➢Breaker has tripped-turn blower switch ON. If the switch will not stay ON,see next steps... �zlao�>^; ➢Breaker trips after 2-3 seconds-blower is over amping-electrician needs to check blower wiring. L�L X m � x ,£ -- ➢Breaker trips immediately-electrical system has ashort-electrician must investigate m ➢Blower is seized-cooling fan will not spin freely with power OFF-replace blower-call service ` provider qb ➢Water Level is high-check the water level in the unit. Water level should be 2-3 inches above the o p media.Water level high? YES:consult distributor NO:Go to next step. g ➢Liquid Level Switch Present-NO:Go to next step.YES:Check if wired in the same conduit as 90 VAC or higher wires(a violation of electric code NEC/IEC). If YES:Wires will need to be separated.)-If NO:Switch may need adjusting. Turn switch's Allen screw clockwise,wait-10 seconds for alarm to"catch up". 4 o ➢Current Sensor Present -YES: Open panel and find "Diagnostic LEDs" in the upper right hand corner. Note which light is lit and consult the distributor. NO:Consult distributor a ➢Vent is undersized or Vent(s)or airline is blocked or broken-Check specifications for vent sizing h ,_tq requirements. Remove blockage or repair vent(s)or airline. ebckagemP! Pipe ➢Check all piping for blockage,including all interior tank piping and effluent piping. ,network Mechanital ➢Pump is not running - have qualified person check pumping system for mechanical and/or - , gf electrical failures. ancillary ➢Pump's Level Controls are improperly set, have failed,or pump too much volume per dose. Have + equipment service provider check/adjust pumping system. Mechagicai ➢Blower operating-NO:check"blower is not running"above,YES:see next step failure/Air' knee break .F ➢Proper splash in reaction chamber-NO:air line is broken,YES:see next steps ➢Decrease settling tank volume-easiest done.with a pumping system which can then pump the " tank > ➢Move vent-re-locate the vent to a location where the prevailing winds will catch odor. „ ,A ➢Place a carbon filter on the end of the vent pipe-only use a filter that will create less than 0.1 psi • ram, _�.; of back pressure. � s 4 _ ➢Create bio-filter vent-create a remote vent by placing a well perforated vent line in a trench with shredded bark mulch-contact local installer 3-Phasemsf 1r4'd ➢Switch any two"hot legs"at the panel or blower AFTER turning OFF the power.Only a QUALIFIED hcorrectty power ut,at.phaseo electrician can do this work. After rewiring,it may be necessary to dry the blowers internal parts. ng1e Phase" ➢Some blowers have wires numbered "5" and "8". After turning OFF the power, switch these two t ` can-gun wires.Only a g y necessary y munrer-�i«kwrsej; y QUALIFIED electrician can do this work.After re-wiring,it may be necessa to dry the instaUe blower's internal parts. ➢Blower housing can be supplemented with additional sound reducing measures, contact your l werno�seisan service provider. annoyanceat�sgg= d y ➢Blower may be re-located from its current location and can be placed up to 100 ft away from unit. " ➢Vibration between the blower & housing-tighten or place rubber washers in mounting screws N �Btow ,Is� i shaking or between blower&housing makes a laud ➢Blower bearings are going bad-replace blower now or wait for it to seize u whmynose„,� g g g P p ` z ➢Toxic substance in system,check for even growth in reaction chamber �,Many�soltds '` detected in .; ➢Pump out required-refer to"Bio-Solids Levels"under"Maintenance Checklist"section effluent ➢Other-call service provider iifatereitry ➢Move blower above flood level ;Afro�4uts�de�' ➢Check blower rotation-see"Blower runs backwards"section above lower.is siphoning ➢Move blower to location higher than the FAST system TANK PUMPING PROCEDURE: Only qualified service personnel should open access ports/covers.if any contact is made with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. Avoid pumping down after periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to float up and become dislodged. 1. Open the access ports/cover(s)and insert the hose.Always pump out both settling and treatment chambers of the system,even if only one side requires it. 2. Once the unit has been pumped out, immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment. Close the access ports/cover(s) making sure it is watertight. 3. Properly dispose of the solids removed in compliance with local and state regulations. COLLECTION OF EFFLUENT SAMPLE Please contact your local distributor or Bio-Microbics for a copy of the "Testing Protocol" document. Important: All samples must be collected, stored, transported and tested according to the "Testing Protocol" document by Bio-Microbics and the most current version of Standard Methods. OTHER SYSTEM COMPONENTS(if applicable) Check LIXOR® PRE-AERATION DEVICE blower, inlet filter, blower housing, and air delivery system for proper function. Check INFLUENT BIOSTEP PUMP(S)for proper function. Clean the screening device by using built in swab or other method. Check SANITEE® EFFLUENT SCREEN (FILTER) or other screening device. Clean by using the built in swab or other method. DISPERSAL SYSTEM(not by Bio-Microbics)Follow manufacturer's recommendation. SEASONAVINTERMITTENT USE PROPERTIES The FAST System will function normally even if there is no wastewater flowing during short periods of vacancy. Examples of seasonal/intermittent use and suggested operational procedures: • Summer use property(shut down all winter) -blower should be turned off at end of summer and restarted at least a week before returning. Please contact your local service provider to restart the system and check with local regulations. • Weekend property (used at least once every three weekends) - maintain normal operation or utilize FAST's SFR blower timer feature on control panel. Important:Consult your service provider and local regulations prior to any system changes. BLOWER REPLACEMENT All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. Hazards exist in confined spaces such as a septic tank.All confined space precautions must be followed if entering a tank.Always keep tank openings covered during storage and installation When replacing a blower follow the steps below.If relocating the blower run the electrical supply conduit from the control panel to the desired blower location.Air line piping from the blower to the FAST unit may NOT exceed 100 ft [30.5m] in total length and must have <_4 elbows. The total electrical supply should NOT exceed 150 ft [45 m]. The blower and blower housing must be mounted on a solid base such as concrete to avoid settling. CONNECT SUPPLIED PIECES(refer to picture below) NO d � w a b Liquid Level Switch* d +' t a.Longest steel pipe ` b.Steel elbow e .3 c.Air filter assembly d.Shortest steel pipe e.PVC reducer bushing SECURE BLOWER ASSEMBLY to housing base using four supplied #14 x 1%" self-tapping screws. Drill screws directly into blower base. RECONNECT AIR LINE from FAST unit to blower outlet using required piping. A "quick disconnect" is highly recommended to be installed in this location if it is not currently in place. NOTE:ALL CONNECTIONS MUST BE AIR AND WATER TIGHT CONNECT INCOMING POWER to the blower at junction box. Follow the FAST Installation Manual for further instruction.Common wiring diagrams are located at the end of this manual. *(OPTIONAL)LIQUID LEVEL SWITCH—NOT required for most new systems.AMI control panel with current sensor replaces this switch. To replace this switch: a) Drill a 3/8"hole in the blower outlet pipe. b) IMPORTANT:Connect low voltage wires to switch before mounting in pipe. c) Insert the switch into the 3/8' hole(nipple first),then glue into place with PVC glue. d) Install low voltage pressure switch wiring back to the control panel according to applicable codes (must not be inside high voltage blower wiring). CONTROL PANEL REPLACEMENT •13 Always have all utility lines and equipment marked by a locating service prior to performing any work. 1r, All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. The FAST systems, including all electrical parts, are ETL(UL equivalent) certified for electrical safety.The control panel meets NEMAU standards for all weather use (not explosive or submerged environments). The total electrical supply should NOT exceed 150 ft[45m]. Bio-Microbics also manufactures control panels that can control other systems,such as UV and sewage pumps.Call your distributor or Bio-Microbics for more information. When replacing a panel follow the steps below. If relocating the panel run the electrical supply conduit from the control panel to the blower location. Keep in mind the electrical supply line should NOT exceed 150 ft[45 m]total. 1. Turn all Power OFF. 2. Examine wiring directions inside the supplied FAST control panel(also found at the end of this Manual). 3. A dedicated breaker is required in the building's master electrical panel. Make connections between the master panel and FAST control panel. 4. Make connections between the blower and FAST control panel per the electrical diagram. 5. For systems requiring the Liquid Level Switch-connect the switch to the control panel terminals labeled "FLOAT"or"HI Press Input".The newest AMI control panel with current sensor can be used to replace this switch. CERTIFICATIONS Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated with the system. MicroFAST 0.5,0.625,0.75,0.9,and 1.5 systems are tested and certified to NSF®/ANSI®Standards 40 (Class 1)and 245 NSF 30 day avg. 25 mg/L cpn 7 day avg. 40 mg/L t:ertlfkd to NSF/ANSI standnra 4a �a '`` 30 day avg. 30 mg/L ` 7 day avg. 45 mg/L H 6-9 S.U. Total Nitrogen 50%reduction of influent ELECTRICAL WIRING DIAGRAMS Only the MicroFAST 0.5, 0.625, 0.75, and 0.9 system diagrams are displayed here. Information for larger FAST systems accompanies those units and can be obtained from Bio-Microbics. AMI 110/220 PANEL biaggnostic I LED's Uv Lamp M Currerit jumper Sensor Ribbon jumper. Cable 3Rt PY Current s b !��. Sensor ' SFR`� Alarm Ouf. ?aUV 2A '� Timer 4?"+•... FUSE r H I F'ress Irt ut P Low Press 1'O DG L N G L N G L. N'. Input Power IN Power OUT UV ;B LIER DIP °S.tW I' O S5,1N' IvI.ITUTE S ff Off Off TEST i TEST 15 SEC N ZO SEC OFF". BLOWER DIAGRAMS ATTENTION:Please refer to side of shipping box for correct Blower. Fuji FPZ/Lafert nm¢ 4 y_ a 1 Ao Iel.FUJI VF'C 209,100P.3ooP �lOdel:FPZ SCL06 ll9odal:.pLtJl 1/1`C 208,1001t',300P + Madel:FPZ SCLOB Pawer,110VAC Fawrer:220V..le Pt►wer:f10VAG Ro firer;220VAC,.10 =E t;to 01 -Li tcy P1 .Jumper U2 to Y1 1.110"teritalt�al block" •#2toT4 -N to T�,Ta Jura r w2 to°U1: .0 to V1 -T1 &T ,ea to Hier -T:B.T3,cap 1a0eth 11 ta."lerminal black" p ! _ Jumper;W2 to U _.T9;cap aft -N tt vhlte connect60 k.Y� GastP A 06dalt GAST R2103,1110"S R1102 Model GAST 1112103,1401118,R1102 F+owsr.:220YAC-1e Powlelr 110YAC .ILI to Pt -i4 to P1: .t2 to 4 N f6 2,4 Si 3 and 2,cap to®itHtet P2,63 r4kp t000ther P2 cap pft LIMITED WARRANTY Bio-Microbics,Inc.warrants every new residential FAST system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio- Microbics, Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio- Microbics, Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Microbics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. s . a s a " FAST®:System Serial Number; System:Designer Name: Designer Phone:; Health Official Name; Heald Off vial Phone: Manufacturer Name Bio- icrobics, Inc. Manufacturer Phone: 1 O 753-FAST (3278) Installed By; installer Phone: Maintenance Provider Name;. Maintenance Provider :'BETTER:WATER.BETTER WORLD.` 8450 Cole Parkway • Shawnee,KS 66227 • USA Ph: 913-422-0707 • Fax: 913-422-0808 800-753-FAST(3278) • www.biomicrobiGs.com No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS Yes 4plitatiou for -Disposal *pstrm COustruttion 3permit Application for a Permit to Construct kj Repair O Upgrade( ) Abandon( ) •Complete System ❑Individual Components Location Address or Lot No. 4 r'ffl tN J'z'`7 pL Owner's Name,Address,and Tel.No. C&N'IL9Z1.ILU &rjS pL�-j69�1r�1� Assessor's Map/Parcel �� �� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 503 2-S S 6,51► 96(wlw41V G Cc c,32.53-0 7,A L C-AK/,-�Irrk� r 1K�✓ r 1/7 �G4w tUW Type of Building: Dwelling No.of Bedrooms Z Lot Size 7, t ZD sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date, ,S/Q Number of sheets / Revision Date Title .S17E S'ew,/%E D/_Y7C2-%0r s>S?F^ fL4j\, Size of Septic Tank /500 Type of S.A.S. fi,&CN A✓''r 8 ZS (3 Description of Soil t -Zo CC r-Al" l`'l e=0 'zr) C'U*ks� S�LJ ^ SCZ` l�(.A ris Nature of Repairs or Alterations(Answer when applicable) b� Date last inspected: c y ) J Agreement: 1( I 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 f the Environmental Co of to place the system in operation until a Certificate of Compliance has been issued by this Board'rHealt Signe Date 2. Application Approved by Date v C'� Application Disapproved by Date for the following reasons Permit No. 1 Date Issued 1 16 No. ( , 1 Fee THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: „ PUBLIC HEALTH DIVISION= TOWN OF BARNSTABLE, MASSACHUSETTS •-Yes application for BispoSaY 6- pstetif ConBtrUction,permit Application for a Permit to Construct Repair,,( )'Upgrade( ) Abandon(. ) ®Compleie System ❑Individual Components Location Address or`Lot No. 4 S- 17) IN/ T • Ph. Owner's Name,Address,and Tel.No. 1 C� ✓7�7Z��.�CtF _S nt JL31'^7Eti7' Assessor's Map/Parcel Installer's Name,Address,and Tel.No. :'� Designer's Name,Address,and Tel.No. S� 2 J S 101 . 5/LLB ITj�/1 N 13C(�1 ti/-rzf� L Cc c T�t_ ��vS►NC 1� � � �►� � ,�a1��/�� �a�32 SS6.S ,Z�o ��•v r3c�tz h �tSn,.✓k< • a�1�C�'r-.S '. ( ' Type of Building: , Dwelling No.of Bedrooms z, Lot Size 7, 1 z O sq.ft. Garbage Grinder( ) i Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ZSS gpd Design flow provided gpd Plan Date 4;�$�1 Number of sheets 1 Revision Date ! Title SI%F k'"5ewli l• 01_�(?ySAL S)�?'^ t Lot tv d Size of Septic Tank /SOO Type of S.A.S. tEA0 1 3Q Description of Soil rt-a CCF,4t, ZU P(,A V Nature oURep rs or Alterations(Answer when applicable) I C GU S S 7/f)l.✓i 1 CfJ►'�}�� �' )3�Y 4 Date last inspected: G/i Cl- � !��� ,��!1r c ✓_ � / J t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code-and-not to place the system in operation until a Certificate of Compliance has been issued by this Board r6f Health') Signed t Date Application Approved by .�, Date Application Disapproved by Date for the following reasons F Permit No. 6 ^ 'Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ,Y) Repaired( ) Upgraded( ) Abandoned( )by at 177N r l`% jA , (E-A/I0t%,/ L C`.. has been-constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..,)j, 9~ V dated 1- a Installer �r�/'�-'�(',M. ,rr („ n+,f C(.( Designer n_� #bedrooms . Approved designs flow � /���/ A gpd The issuance of this permit shall not be construed as a guarantee that the system will i ction�as�esigned. 4 p Date �i Ins ector i � r , - --- - - ----------------------------- ------ ---------------------- - l"` Fee ' No. �. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSA CHUSETTS MispoBar *pSteif ConStrUttion Vermtt Permission is hereby granted to Construct( x) Repair( ) Upgrade( ) Abandon( ) s System located at 4 ,,7 t NJ Q v1 L t� i . and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. ' Provided:Construction must be completed within three years of the date of this permit. Date _ ?� Approved by . Town of Barnstable Regulatory Services : Richard V. Scali, Interim Director • anxxsrnsi.e, 1639.& ��� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 5'-31" 11 Sewage Permit# (�'?�/� Assessor's Map\Parcel Designer: coasW En5inee Installer: Address: 2 GO C,raan�wf y I nt wan Address: Dcl�ar,s. Pt 62,65 3 On S was issued a permit to install a (date) (installer) septic system at y Jr" 1-f c o i�1 el o C e based on a design drawn by (address) CoasW Eoszv)eeccn5� Co. dated �SU"e 5 201 (designer) — I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i ' ce with the terms he I\A approval letters (if applicable) M of �o JOHN GN CHURC T:(Installer"'s-Sig o aid u F i Designer's igna (Affix Sig ere) cTC Cn9ineeri P EASE RETURN'TO ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Bk 32225 P,9153 ,'`-38812 08-'-16--2014 a 08 a 26u C 7 { 7 DEED RESTRICTION Affecting 45 Trinity Place, Centerville, MA WHEREAS,E&B Development,LLC,a Massachusetts limited liability company, with an usual place of business at 1020 Plain Street, Marshfield,Massachusetts 02059 is the owner of a parcel of land located at 45 Trinity Place, Centerville,Massachusetts (hereinafter referred to as the "Premises")being shown as Lot 2 and the Northerly Half of Lot 3 on a plan of land entitled "Plan of Land in Centerville, Mass., Property of Stephen B. and Margaret C. O'Brien, August29, 1956, Bearse&Kellogg, Civil Engineers", which said plan is recorded with Barnstable County Registry of Deeds in Plan Book 129,Page 135; and WHEREAS,E&B Development LLC,as the owner of the Premises agrees 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 Premises as a pre-condition.to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;and WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on the Premises, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Premises be recorded with the Barnstable County Registry of Deeds. NOW,THEREFORE,E&B Development LLC does hereby place the following restriction on the Premises in accordance with an 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. 45 Trinity Place,Centerville,Massachusetts has constructed upon it(the Premises),a house containing no more than two(2)bedrooms. E&B Development, LLC for itself and/or its successors in interest agree that this shall be a permanent deed restriction affecting the house located on the Premises. For grantor's title see Deed recorded with Book 31504, Page 332. PROPERTY ADDRESS: 45 Trinity Place,Centerville,MA 02632 Executed as a sealed instrument this I day of August,2019. E&B Development,LLC By: ! ' Robert Bradyjs Mana r r COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this E day of August,2019 before me the undersigned notary public,personally appeared the above-named Robert Brady,Manager as aforesaid,a person known to me or who proved to.me through satisfactory evidence of identification,which was a driver's license to be the person whose name appears on this docume7BWVelopmpt, he acknowledged to me that he signed it voluntarily for its stated purpose on behalf of E L" No Public My Njnmission Expires: s ���'ry�g Pa otary Public y �CsiYE?EQYIV.'g2G.�`'tl GY A{tiC°55Q6t'i<iS�t25 �`� AAA COEYifI j55i1E1 Expi�c s August 5; 2022 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Tarn table Regulatory Services Richard V. Scali,Interim Director Public Health Division MASS rasa.` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: t-\us cr� Assessor's Map\Parcel: Z`�� ( 009 Property Owners Name: ° �R"C �''�`1 8 u��,R "DAV t c� 6A R 6 `t?,oS T t—lS u�c In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) M ❑ I have been provided with the Owner's Manual 0 ❑ I have been provided with the Operation and Maintenance Manual ❑ © For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) Q ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted. ❑�` ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be faring to protect public health and safety and the environment, as defined in 310 CMR 15.303 '(Z 1 ' `a'6sjz� ��'�`f agree to comply with all terms and conditions above. Pro erty Owners printed name P o erty Owi6es Signature Date Note: This form must be submitted along with the septic system disposal works hermit application for all I\A systems including new construction repairs\upgrades with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\lAhomeowner certification.doc t - y Town of Barnstable P# Department of Regulatory Services Public Health Division Date v� 059. �a� 200 Main Street,Hyannis MA 02601 3 Date Scheduled � Time Fee Pd. f.r3 'C Soil Suitability Assessment for Se e D, posal Performed By: Ol-lt1 G�J r�` �S Witnessed By: C�7 'LOCATION & GENERAL INFORMATION' _ Location Address kc e Owner's Name-P--� IE-, ZO—Q G;;�►T�R,�I 1 t,1�� r�A. l 0 Z� t�.�a ,k -sv SU I've �10 I,-- \ Address (� Assessor's Map/Parcel: 2 �� $�0 0 Engineer's Name G 0 A5 T tvL e>4 NEW CONSTRUCTION X REPAIR Teleplione# 5U f>-7Z 5 S'-(=s 1 l I� Land Use \NJ_- Slopes(%) -\5 Surface Stones N 0 Distances from: Open Water Body Z 0 b k ft Possible Wet Area n ft Drinking Water Well 2d 0'} ft Drainage Way 7 a b + ft Property Line 2A ± ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) (�L .�oP��$ G Ib�,s� —• GAL rI 248J�r1 �IvR LlS`� I�•0 ry Z2Blo�(3ao� 2Z3 b qI do 3 �o <0 I� �- I � � v y -90 L b Z• to I fl � _ I 30 � i♦L�S Z`1 S/oaB I Parent material(geologic) A0�L A(A(%\1 0111"��AS� Depth to Bedrock 2 6 b + Depth to Groundwater: Standing Water in Hole: N 0 Weeping from Pit Face l�U IJ Yi Estimated Seasonal High Groundwater Z1 DETERIVIIN`ATION'FOR"SEASONAL`HIGH WATER=TABLE T., ..... F 'T Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: ^� �J Ut l� in. Depth to weeping from side of obs.hole: '— in. Groundwater Adjustment r ft. Index Well# Reading Date: Index Well level — Adj.factor — Adj.Groundwater Level PERCOLATION,TEST i bate% Z5 I$;Time II `d0 Observation 10, Hole# Time at 9" _ Depth of Perc 17 b0 Time at 6" Start Pre-soak Time @ 0'O0 d"0 0 Time(9"-6") End Pre-soak V3:60 .11 -.do Rate Min./Inch Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC a, r� DEEP OBSERVATION HOLE LOG' .. ,... _ Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven rA 3'� Am Arto 'A 3� LAB JA4n 'Z (Uta>l ff�u1 10y� DEEP`OBSERVATION HOLE LOG,,,. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Graven I l 132aw W-0 SNN rJ „DEEP OBSERVATION°HOLE.LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel I i 3�I- 13� �, t �C�► — !�r� � %� OBSERVATIONrHOLE LOG Hole`# �,_ .. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Graven — kArh D 440 �3 ram 2.5 Y IaIA 13Z el U1s�N mVd,01,,,f) M V 6 Iu b -Tu ( kSt- Spw-) Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes Within 500 year boundary No u Yes Within 100 year flood boundary No X Yes -Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification l I=aent that on J� I (da ) ve passed the soil evaluator examination approved by the D of Environmen Pr ecti an at the above analysis was performed by me consistent with the requ' training,expert e a ex a 'ence escribed in 310 CMR 15.017. pp Signature Date Q:\S EPTIC\PERCFORM.DO 12 �10 � ® gig ® ® oil ® ® 9%7'OH.DOOR 9'X7'OH.DOOR FRONT VIEW NOTE: ALL BATHROOMS MUST VENT DIRECTLY TO THE OUTSIDE SCALE:1/4°=P-O" OF DWELLING E NOT TERMINATE IN ATTIC OR ANY OTHER INTERIOR PORTIONS OF DWEWNG. - NOTE: SMOKE DETECTORS ARE REQUIRED AS FOLLOWS; 1)ONE SMOKE DETECTOR ON EVERY HABITABLE LEVEL NOTE: 2)ONE SMOKE DETECTOR AT THE BASE OF EACH DWELLING IN5ULATION VALUES AND AIR INFILTRATION STAJKWAY RATE MUST MEET THE MASS.STRETCH CODE AND BE 3)ONE SMOKE DETECTOR OUTSIDE OF EACH CONDUCTED BY A STATE CERTIFIED(HERS)RATER SEPARATE SLEEPING AREA 4)ONE SMOKE DETECTOR INSIDE EVERY BEDROOM 5)A MINIMUM OF ONE SMOKE DETECTOR MUST BE INSTALLED FOR EVERY 1.200 50.FT.OF LIVING PROPOSED DWELLING FOR sPtice PER LEVEL. NOTE: 45 TRINADY PLACE CARBON MONOXIDE ALARMS ARE REQUIRED HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE(I)P5 FOLLOWS; SIDE OF EACH CONTINUOUS RUN OF TREADS OR�FJ.IGHT THE OWNEK AND OR CONTRACTOR A55UMF ALL RE5PON51BILTY CENTERVILLE MASS. 1)ON EVERY LEVEL OF THE RESIDENCE,INCLUDING OF 5TAIRS WTTH THREE(3)OR MORE RISERS.HANDRAILS TO COMPLY WITH ALL APPLICABLE CODES,LAWS,RULES AND HABITABLE PORTIONS OF BASEMENTS AND 5HALL-BE CONTINUOUS FOR THE FULL LENGTH OF REGULATIONS IN THE CONSTRUCTION OF THI5 DWELLING,ALSO ATTICS AND LOCATED WITHIN I O'OF EACH STAIRS<AL50 MAY APPLY TO DECKS. TO VERIFY.ALL DIMENSIONS FOR ACCURACY AND LOAD-BEARING CAPACITY BEDROOM DOOR OF SOIL,STRUCTURE t COMPLY WITH STATE BUILDING CODE 9TH.EDITION. DR. BY:J. ROGER5 ' DATE: 5-25-16 cj 73'-4' 48'-0' 12'X 10'WEATHER RE515TANT DECK V✓/RAILING<5TAIR5 TO GRADE 14'-4' BULKHEAED 10'-3' 5'-3' 6'-6' 6'-5' 3'-3' CN235 • 2432 m 6'-0' I DW I 615 UDF.R •[10 2432 7. fill JJJ����V1Jf � tDINING AREAVENT TO ~ . VENT TO V D Q OUTSIDE O OUTSIDE . N 3 Q � o o 1 MR-FIRE RATEDWALL BE `� 1 � w 1/2 BAm I UO BATH O 0 c9 KRCHEN W/LAUNDRY m ZO TO R)DGE w 1 I ¢ a O O 5'ISLAND � 2 NOTE: W 3 - U 66. N M 15ELF CL051NG HINGES ON N OR TO SUIT M THE DOOR FROM HOUSE v TO GARAGE REF. Q. 20' (U L gY (p 0 MUD ROOM N CD (4)9-1/2'LVL_FLUSH FRAME G'WALL 26�6 6'WALL (4)9-1/2'LVL.FLUSH FRAME 6,WALL �• yBy66' •�' m 41 cu 1'-8' 3'-9'- 12'-0' 3'-9. O 12'-0" UP �-4' HO o H 0 � U U pD 3'-6' tO 5'COVERED PORCH ON . 3~ `o MASTER BEDROOM 1 ION m LIVING ROOM of p� �C wW!VAULTED CEILING ozam o K v 2-2X12 HEADER 2-2X12 HEADER 9'X 7'OH.DOOR 9'X 7'OH.DOOR ®O SD 2446 2446 3O,xse• 2446 2446 8'-0` 11'-6' 6'-61 4'-0' --7'-3'--� 7'-3' 4'-0' 19'-0' 9'-4' 26'-0' 14'-4' 38'-0' FiR5T FLOOR 5CALE;1/4"=1'-0" PROPOSED DWELLING FOR 45 TRINADY PLACE CENTERVILLE, MA55. 1 DR. BY:J. ROGER5 4 DATE. 5-25-18 9 17'-7' G"5TACK WALL �4-8° 2-2446 [-024*12 - 2-2446 (D � VENT TO b OU SIDE Q7 I BATH OD o BEDROOM k2 0 j N d' OPEN LOFTcD I O I 4X4 F05T-UP SUPPORT(IYP.) N 6 r----� SD I 4-1%°X25I 2° I •N O 40'HIGH OPEN RAILING W BAW5TER5 4-3/8'APART(MAX:) p (2)9-1/4"LVL,FLUSH FRAIv1E 26"' I G'-7'- --G'-5' cu � 9 N m ' v U VAULTED CEILING END OF S(f,NT GEIUNG DN OPEN TO BELOW VEWX#304 VEWX#304 � I ( I I I I I I i I I I i I o v c� 6-6° 6'-6' J M L — — — — — — — 24'-0' SECOND FLOOR SCALE:114"=J,_0„ . a PROP05ED DWELLfNG FOR 45 TRINADY PLACE CENTERVILLE, MA55. DR. BY:J. ROGER5 DATE: 5-25-18 G} ANCHOR BOLT5 TO BE 5/8°0 X 10"LG.(MIN.) W/NUT 4 3°X3"X 1/4'THK.PLATE WASHERS CARRYING BEAM - 25'O.C.MAX.4 G'-12"FROM CORNERS OF (3)9-1/2'LVL ANCHOR BOLTS TO BE 5/8'0 X 10'LG.(MIN.) W/NUT 4 3"X3'x 114"THK.PLATE WASHERS END PLATES SHALL EXTEND A MIN.OF 7° 24"O.C.MAX.4 G"-12"FROM CORNER5 OF IN CONCRETE. STEEL PLATE END PLATE5 4 SHALL EXTEND A MIN.OF 7' IN CONCRZtE. 2XG SILL PLATE,P.T. FLOOR JOIST,2X 10-1 G"O.C. TOP 4 BOTTOM 2XG SILL PLATE ' W/SEALER 4 2XG ti 4-0 STL.LALLY COLUMN 4"CONCRETE CONCRETE FILLED �i 3"-4'GRAVEL 8' v a' 8' ° 1 I 3"-4'GRAVEL ^ r LALLY COLUMN FOOTING 8" 3"-4"CONCRETE 3'X 3'X 1 2"DP. 16' _ LALLY COLUMN W/FOOTING GARAGE WALL FOOTING f 3'-4'GRAVEL ° FOUNDATION WALL 4 FOOTING 73'-4' —5-6'� DROP WALL 1 2"IN 5hADED AREA t I _Or `0 2' I I ( I 29'-0' S'-0' - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - �- -� L - - - - - - - - - - - - - - - - - - - - i 36'-0' .z 03 0" 06 i2 II I II I OJ I cu I --i L J-- L--J ) - - - POCKET TO SUIT CARRYING BEAM 3,-7' UP ( I LALLY COLUMN I ( W/FOOTING p'YPJ DROP WALL 1 4'IN CD O O ° I I I I SHADED P,REA(ttPJ K K K- e ~ I I STEEL UTILITY WONDOW#2813 9 O OX I I I L - - - - - - - - - - �� I I R.O.=2'8-5/B'X I'3-i/4°(TYP.) O =O a I I — o co so 0 L - - - - - - - - — - -- - - - - - - - --- — J i 9 9'-7' 26'-0' — — — — — — — — — — — — — — — — — a PROPOSED DWELLING FOR 38'-0' 9'-4 45 TRINADY PLACE CENTERVILLE, MASS. PREFAB CONCRETE 5TAIR9 fOvo QTION PLAN SCALE:I l4"=I'-O° DR. BY: J. ROGER5 DATE: 5-25-18 9 100 73'-4' 1.0 12'X 1 O'WEATHER R:515TANT DECK. W/RM_ING +K STAIR5 TO GRADE 14'-4' BULKMEAI:D T-11' 5'-3' 6._6' 6'-5 3'-3' +fir-8# CN235 J 2432 01 6'SLIDIR • 2432 6/-Qr--f:41 ' Dw 7 DINING AREA VENT TO a 9 D t 0 0 OUTSIDE zo OUTSIDE 2 o --DWELLING WALL To 6E �D 1 2 BATH I I HR. DIRE RATED TMRU gzoBAT 00 H wr LgUNpRY To RIDGE %D -� rn 0 � 5' 15LAND 01 - w NOTE:SELF CLOSING rnN GE5 ON > OR TO Burr M THE DOOR FROM MOUSE � I N I TO GARAGE a ca REIN, j f �t 20' N _MUD ROOM lJryh �J h o . 1 0 4)9-1/2"LVL,FLU5M FRAME 6'WVALL `L�O � G'11WALL (4)9-1/2"LVL, FW5M FRAME Co WALL 9 j�s6+ tU clu 0 L 00 1Z' ' LIP - . v 1 lJ 'a 7 # 0 0 % 19,_6„ 4,_8, 4._8 O W 3'-6' 5'COVERED PORCH ON Y. .-. ' MASTER BEDROOM _ _ , N 1 �� LIVING ROOM tT Wr VAULTED CEILING z �1 1 0 aa m 2-2X 12 MEADER 2-2X 12 MEADER ¢d 90 X T OH.DOOR 9'X 7"OM.DOOR CJ V ,3 244G 244G 244G 2446 low 10 0, 8 —01 11'-6• 6'-6' 01 4'-0' T-3' 7'-3# per 9'-4' 26'_0. 19r_a. nr 14'-4' 23'-8' 38'-00 FI K5T FLOOD, 5CALE: 1 I4"- ! "-C7" PROP05ED DWEW NG FOR 45 TRINADY PLACE CENTERVILLE MA55. DR. BY: J. R0GEK5 .Q DATE. 5-25-18 9 �. 3S►_0" 1T-7' ol 6'STACK WAIL 00, 61-1" ►_g� 9/_o. 2-244G 2432 2-244G ca Irc, VENT TO OUT WE 00 } BATH CAD 3EDROO�v1#2 1n g d' OPEN I.Orr a �} �I tf 4X4 POST-UP 5UPP0RT(M.) CU N r AT?fG AGGt55� LU 40"HIGH OPEN RAILING WC BALU5TER5 4-3/W APART(MAX.) (2)99-I C4°IWvL, PLUSH FRAIv1E ,fib" `I N L �t V VAULTED CEILING DN OPEN TO BELOW END Or SLANT CEIUNG VEWX#304 VCWX#304 0 10 141_0 24'--0" 3B►_0, 5ECON D (LOOK 5CALI": 114"= 1 '-0" PROP05ED DWELLING FOR 45 TRINADY PLACE _CENTERVILL IE MA55. DR. BY. J. ROGER5 5 DATE: 5-25-18 NO TES DESIGN CALCULA TIONS ZONING COMPLIANCE TABLEREFERENCES-. R 2$ TA ENVIRONMENTAL COD TITLE 5 REQUIRES INSPECTIONS OF THE SEWAGE 2 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 220 GPD PLAN 1. THE STATE EN E, , QU } DESIGN F1OIA DISPOSAL SYSTEM BY THE DESIGN ENGINEER. INSTALLATION CONTRACTOR MUST NOTIFY 220 GPD X 200% = 440 GALLONS - USE 1,500 GALLON TANK, MINIMUM ALLOWED o ZONING DISTRICT: RC OVERLAY DISTRICT: WP (WELL PROTECTION), RP ASSESSORS MAP 248, PARCEL 009 THE DESIGN ENGINEER PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON A 29.5 L x 10.83' W. x 2' D. LEACHING CHAMBER CAN LEACH: N RESOURCE PROTECTION USE; SINGLE-FAMILY RESIDENTIAL DWEWNG REQUIRED INSPECTIONS. Vt = 29.5 2 2 x .74 + 29.5 10.83 x .74 + 10.83 2 2 x .74 355.88 GPD "Q ( ) PLAN BOOK 129, PAGE 135 } ) � ) COASTAL 2. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. DEED BOOK 10483, PAGE 48 - = v , , engineering co. OND ,r - SUBJECT REQUIRED - �; e � g N1 5�_ ONE ( 1 ) 29.50 L x 10.83 W x 2 D. LJEACIiiNG CHAMBERS Vt 355.88 GPD > 220 GPD REQ D. c, ury wy.o .►+iA 02M 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE FLOOD NOTE. �^ ONE ( 1 ) - 1,500 GALLON 2 COMPARTMENT TANK W/SANITARY TEES& BIO-MICROBICS FAST@ 0.5 UNIT, MINIMUM ALLOWED LOT AREA 87,120 S.F. , 5oe zss•6Su P soa zss��o0 F DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO ONE ( 1 ) - DISTRIBUTION BOX (3 OUTLET) °' ZONE X AREA OF MINIMAL FLOOD HAZARD BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. LOT FRONTAGE 20 FT. AS SHOWN ON FEMA FIRM MAP ) ✓; #25001C-0564J EFFECTIVE DATE DULY 16, 4. PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY ` y�pp FRAME LOT WIDTH 100 FT. 2014 EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY ASSESSORS MAP 248 �1, `t Tc DISCREPANCIES TO THE DESIGN ENGINEER. PARCEL oto owEwNc I mo., FRONT YARD SETBACK 20 FT. DA M NO I E LOCUS d " x53.5 ELEVATIONS SHOWN HEREON ARE BASED 5. ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE I , : :r x54.4 � � SIDE YARD SETBACK 10 FT. MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. ``'`l'',`;7/7'`, ` ON THE NORTH AMERlCAN VERTICAL BARNSAIBLE, MA ( ll. ca DATUM 1988 (NAVD 1988) WOW FRAME '\ PAVED "- REAR YARD SETBACK f 0 FT. 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE GARAGE ; �&\GI?AVEL DRIVE � APRON KEY MAP DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR , BUILDING HEIGHT 30 FT.* NO SCALE CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. ASSESSORS MAP 228 7. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE PARCEL 043-001 x55.3 N 86.5748E y *OR 21 STORIES, WHICHEVER IS LESSER '�1 uc 1'1 U �1TC�+Tt APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 120.00' HEocE - r WEL HEAD PRO 7 C t� I 1 ON AREAS -- -- �s ,i'� x51.7 (BUILDING HEIGHT DEF. VERTICAL DISTANCE FROM GRADE TO PLATE) 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES s\ ... ` _. -- ---`-'--'+ I THE PARCEL SHOWN IS LOCATED WITHIN PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING E" - ''""-" ( °° THE CENTERVILLE OSTERVILLE MARSTONS LEGEND o CONSTRUCTION. x54.3 I ``x54.7 I -- [ MILLS WD',ZONE 11 WELL HEAD PROTEC11ON 5 BENCHMARK-TOP OF CONCRETE BOUND I \`x55.2 53.9 /1 / $ y LIMIT OF EXCAVATION AREA. /1I.7 RN 9. THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE PUMPED, EL.=54.95 (NAVD 1988 DATUM) - FILLED WITH SAND, AND ABANDONED, OR SHALL BE REMOVED WITH SURROUNDING -- �;g / / ■ BOUND CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. I ' L PROPOSED suBGRADE 10. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A I ® CATCH BASIN ,� z cn COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. PROPOSED DRYWELL (TYP.). I CL oil COMMON FILL-COMPACT To 95% C'. UTILITY POLE SEE DETAIL THIS SHEET. 1 _ I > MAX. DRY DENSITY UNDER ROADS �,, ' do DRIVEWAYS do 90% MAX. DRY __.__�, GUY WIRE IF APPLICABLE 1 i ( .n I DENSITY ELSEWHERE 11. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, PROPOSED ROOF DRAIN PIPE (TYP.) PROPOSED WATER SERVICE -----= FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE ( 50 f (CONTRACTOR SHALL COORDINATE , I i 55.2 x WITH WATER DEPARTMENT )17, - -50- - CONTOUR GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE x54.2 I ( - w � I 1 -- ) N 1 ` 1 RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN ` f W -t ( x47.7 { f x52.1 SPOT ELEV. 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING 1 I � �, �O ` � � CLEAN SAND FILE. PLACED GRADATION REQUIREMENTS: I C, / I do TAMPED BY HAND N i a c s_'� f OED 18,000t S.F. II I ( I ROP wd ii q (0.41t AC.) III 1` I PIPE -50- CONTOUR _ ASSESSORS MAP 228 ,.� SIEVE PERCENT PARCEL 043-002 �`s� N" $ Ii Q I I I E f o/ BEDDING f--_ _ VARIES -- -- a , SIZE PASSING ( I� l a - -46' 1/2 PIPE DIA (HAUNCHING AREA) SEWER PIPE X54.6 50 101%00� 35' `� 1 �I 1 ! S_ `� r>n 6"»IN EARTH - - RESERVE AREA 100 O?&-209& I ,� �- 1 I( I - I ' 12 IN ROCK 200 O%_59� l 12.0 t p ' 1 1 PROPOSED FAST BLOWER AND VENT . SEAL , �., �,��.� � ---- LIMIT OF BED DETAIL THIS SHEET FOR INFORMATION) °• ,h `� " X53.7 t 55 ! I I 1 ' t .�-�§ 12 TYP. 12 TYP. SEPTIC TANK / � DISTRIBUTION BOX DEEP OBSERVATION HOLE LOGS P aJ67a1 ������ 5°r� DOH 14 52.7 x"'.'i" I f j I I x43.2 UNDISTURBED FIRM MATERIAL 0• DOH ,> r I ._ AISLE I ( ( I � GENERAL NOTES: i I--- I ( ( I ( e ( f f f I 1. FINISH GRADE MATERIAL VARES (SEE SITE PLAN) C) LEACHING CHAMBER 1017 DATE OF TEST: 5/28/201$ ,� O Q O f / I e42- I 2 COMPACT SOIL IN HAUNCHING ZONE TO 85X MAX DRY DENSITY. ° PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN. THE C �g HORIZON' IN DOH # 1, DOH #2, DOH #3, AND DOH #4 y � ODOH � r ( 11 /WITNESSED BY : JOHN G. SCHNAIBLE, COASTAL ENGINEERING COMPANY DOf 41 PROPOSED / / 1 ' / i �/ Tp A�/��1 NOTE: DONALD DESMARAIS, RS, HEALTH AGENT f \ RESERVE AREA I x52.7(1 1 / / i _ U 1 f Ll T 1 I lZ E1 Y C THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO BENCHMARK-TOP OF CDNCRETE BOUND / I G _ I I / I THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL NO GROUNDWATER ENCOUNTERED EL=5286 ([VAYQ 1988 DATUM) �t53. .... -�-- I'� I I ( � r �� / NOT TO SCALE CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND DEEP OBSERVATION HOLE 1 EL. = 53.7 �' ( 1 1 l" / _ _40 I LOCAL BOARD OF HEALTH REGULATIONS. 1 � tlJl 1 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER SURFACE HORIZON TEXTURE MUNSELL MOTTLING 1 / 'ST48' E / ( ` I ! I � ) y < < W `�- FINISH GRADE w C ` ( I I I I I I ` ( FILTER FABRIC OVER A 2 it ,';., �r,..; . p" _ 3" 0 LEAF LITTER / ( ( I I W I �� \; \ � f X38.3 38_ D BOX LAYER OF r TO r STONE 3" _ 8" A LOAMY SAND 10 YR 4/3 NONE LOOSE ASSESSORS AtAP 228 _ .'� - i J I I 1 ! 1 I -- - U44 PARCEL 00-003 I 6 INA. PVC DRAIN PIPE 8" _ 37 B LOAMY SAND 2.5 YR 6/6 NONE LOOSE f 1 _ -g2-- 1 2' DIA. " TO 1 " DOUBLE WASHED STONE _ '� -�~ "''" ! y PRECAST 14 y 37" - 138" C CLEAN MEDIUM 10 YR 6/6 NONE LOOSE r _ - '' ASSESSORS MAP 24e TO COARSE y ��-� PARCEL 008 -M DRYwELL rA NO WATER SAND ✓ b o -o --- 11.4 : E DWELLING ,;. L°, PROPOSED OBSERVATION PORT 2'_0» 2'-0" 2k-0" DEEP OBSERVATION HOLE 2 EL = 52.1 WO00 FRAM j, <* � `; (SEE DETAIL THIS SHEET) 6'-0" a o DEPTH FROM SOIL SOIL SOIL COLOR SOIL w--� SURFACE HORIZON TEXTURE MUNSEU- MOTTLING OTHER P� I. 29'-6» .1 ROOF DRAIN DRY WELL .DETAIL. W o" _ 5" LEAF UTTER 20 10 a Zo sa NOT TO SCALE 5" 8" A LOAMY SAND 10 YR 4/3 NONE LOOSE DETAIL OF LEACHING CHAMBERS A OBSERVATION:PORT NOT TO SCALE SEE PLAN FOR LOCATIONS 8" - 38" B LOAMY SAND 2.5 YR 6/6 NONE LOOSE USE LEBARON LA 0910 ) CLEAN MEDIUM NONE LOOSE I finch = 20 f� 38" - 132" C 10 YR 6/6 FINISHED GRADE TO COARSE SAND BLOWER [�] NO WATER MicroFASTV 0.5 UNIT 26" DIA. SEALTITE H-20 C.I. a DIA. PVC VENT PIPE ( PLAN FOR LOCATION) ONE (1) 29.5'L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT FRAMES AND COVERS W IRO SCREEN " " ,- " DEEP OBSERVATION HOLE 3 EL = 54A " BY PLACING THREE 8-6 x 4-10 x 3 0 LEACHING CHAMBER _ » TO FINISH GRADE (SEE PLAN FOR LOCATION) 26 HEAVY DUTY SEAL-PATE , " , " W UNITS END TO END WITH 2-0 STONE.ON ENDS AND 3-0 .Y 3 4 TO -1tl:1 2. CAST IRON FRAME AND COVER ,• b%116LE.WASHED:.°STONE 6 RAISE COVERS TO WITHIN 6 STONE ON SIDES.DEPTH FROM SOUL SOIL .. SOIL COLOR SOIL OTHER TO FINISH GRADE � FINISH GRADE (USE 500 GALLON LEACH CHAMBER: UNITS AS . . ... ... . .. ., . . 14 - SURFAC HORIZON TEXTURE MUNSELL M011UNG TOP OF FOUNDATION MANUFACTURED BY SHOREY PRECAST OR EQUAL). s' OIA SCH 40 PVC. PIPE D" - 3" 0 LEAF LITTER 0. EL=56.0t 9" MIN. INTERFA EONE BOTTOM 12' TO BE SLOTTED (#20 SLOT) E" 3 MAX. 30 MIN. SET AT SAND STONE INTERFACE FINISH GRADE ( ) - 3" - g" A LOAMY SAND 10 YR 4/3 NONE LOOSE t� 4 • . _ 9" MIN. OBSER VA TION PORT 8 36 B LOAMY SAND 2.5 YR 6 6 NONE LOOSE - " _ " �I _ �,y, , •�. 40 SCH 40 D'eox MINIMUM D'Box INSIDE 3` MAX. 2° �,� NOT TO SCALE mm. PVC PIPE DIMENSIONS 12'x12' 1/8 TO 1 " STONE SCALE " G CLEAN MEDIUM 10 YR 6 6 NONE LOOSE " 4' DIA SCH 40 " ma MIN. POPE= 36 132 / ,, PVC PIPE FLOW /8' PER FT AS NOTED N SA COARSE ' MIN. SLOPE=1/8' PER FT 10' UN r J, DRAWINGFRE � SAND ,•,.• _ _ 2 �' , � C18917.00-C3D.dwg NO WATER ._ 5t.o5 »° PIPE OR FLOW I HEREBY CERTIFY THAT THE CONDITIONS 52.02 5 4 UQ. MIN. LEVELER INVERT ALL DATE ti 5L58 DEPTH ARTMENr 51.33 .- .:.•. 5O.7D , ' "' , ACTIVE SHOWN HEREON ARE LOCATED AS THEY 615/2018 50.80 COMPARTMENT 1 (1000 GAL. MIN) 4. INV. e � ' ,� DEPTH EXISTED ON THE GROUND AS OF 5-19-201& DRAWNBY Q BEEP OBSERVATION HOLE 4 EL = 53.0 :4:: 500 GAL. MIN ALL / TRG a J �. ,• . . COMPACTED BASE » DATE .fug 4 2 ! 3/4 TO 1 1/2 CHECKED BY 3GS SOIL SOIL COLOR SOIL = `•. W/ 6 LAYER OF 48.70 DOUBLE WASHED STONE , o DEPTH FROM SOIL OTHER SURFACE HORIZON TEXTURE MUNSELL MOTTLING '' " `° CRUSHED STONE DISTRIBUTION BOX - "r: ,o COMPACTED BASE ALL P.LS 00 o =� Op - 4" 0 LEAF LITTER W/ 6" LAYER OF (D'@OX) (H-20) 3`-0" 4'-10" 3'- " cv CRU ED STONE 1,500 GALLON LINE(S) EXITING D`BOX MUST REMAIN DEPTH TO ESTIMATED HIGH GROUNDWATER 20t U McELVUEE " " A LOAMY SAND 10 YR 4 3 NONE LOOSE 2 COMPARTMENT TANK LEVEL FOR 2'-0' BEFORE PITCHING 16-10' �No. 33602 oa'n 4 - 8 / 22f W/SANITARY TEES do BIG-MICROBICS DOWN TO LEACHING FACILITY END VIEW A +t'.. MicroFASTS 0.5 UNIT Or .. !� �SSt0 8" - 36" B LOAMY SAND 2.5 YR 6/6 NONE LOOSE SEPTIC TANK SHALL BE WATER TESTED 14'f 11.5't SURIVP( CJ " " FOR 48 HOURS TO INSURE LONGEST RUN 36 - 132 C CLEAN MEDIUM 10 YR 6/6 NONE LOOSE WATERTIGHTNESS. � No GROUNDWATER ENCOUNTERED � C2olol NO WATER SNa ARSE SCHEMA TIC FLOW PROFILE NOT TO SCALE w 1 i A PROJECT NO.OF SHEETS w ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 U C18917.00