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HomeMy WebLinkAbout0090 LADD ROAD - Health 90 Ladd road Centerville A= 206 - 058 e UPC 12534 ' o-2-153L0 err � � s 5l-e dma"\ — ( 1 C 1 C �oFz► TAy,L Barnstable Town of Barnstable ,� . AI-AmalcaClry + SAHNSTABLE, MASS. Board of Health 1639y 5.,�� ' I ' fo� 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M,D. Junichi Sawayanagi August 30, 2017 Mr. Winston Steadman All Cape Environmental Services, Inc. P.O. Box 235 Yarmouthport, MA 02675-02355 RE: Reduction in Sampling of Wastewater Effluent from the Inriovative/Altemat<ve Syste'm at 90 Ladd Road, Centerville, MA A=206-058 Dear Mr. Steadman, During the public meeting of the Board of Health held on June 27, 2017, the Board voted to approve reduced sampling and testing of the innovative/alternative system located at 90 Ladd Road, Centerville. Effluent sampling and testing is reduced to once per year for the following parameters: pH, DO, Turbidity, TSS, and TN. This reduction in sampling and testing is approved because test results from September 2008 through April 2017 retrieved from the Barnstable County database were satisfactory with the median TN (total nitrogen) result at 8.9 mg/liter and the median BOD5 result at 7.26 iMg/liter. Sincerely, *au . TOWN OF BARNSTABLE BOARD OF HEALTH Q:WP/Steadman 90 Ladd Road Reduction in Monitoring 2017.docx Ali Cape Environmental Services Inc. NO P.O. Box 235 -5 Yarmouth Port Ma. 02675-0235 _a www.allcapeenvironmentalservice.comp e-1 Paul Canniff, DMD Chairman Barnstable Board of Health 200 Main Street, Hyannis MA.02601 Re; Reduction in required testing 90 Ladd Road,Centerville, MA. Dear Dr. Canniff and the Members of the Board I am presently the operator for the Advantex I/A Treatment system located at 90 Ladd Road, Centerville System,-In regards to your approval letter dated 8/6/2005,addressed to Mr. Ronald Cadillac, R.S. Re;90 Ladd Road,Centerville -conditions number 5 &6. 1 have the following request. On the Owners behalf I would like to respectfully request that the system be tested and maintained under the Massachusetts DEP Standard Conditions for Secondary Treatment Units Approved for Remedial Use Last Revision Date: November 30, 2016 And the Advantex APPROVAL FOR REMEDIAL USE Pursuant to Title 5, 310 CMR 15.00 Transmittal Number:X254151. Date of Issuance: revised April 19,2013 (Copies of both enclosed) This request is based on the property not being a State recognized Zone I or Zone II area.The property(according to Barnstable Town Maps) is located in a Salt Water Estuary and Resource Protection Area. The property does have a Town variance to Bordering Vegetated Wetland (BVW),Salt Marshes, Inland and Coastal Banks but is within the State minimum requirements. (SAS is 52'from coastal bank, 59'from wetland in lieu of the Town requirement of 100'.The pump chamber is 51'from wetlands)State requires SAS to be 50' and Tank to be 25'Town code requires 100'for both. Also please find enclosed the test results from Barnstable County Health Department data base. The Median for the period 09/28/2008 thru 04/10/2017 are as follows;Total Nitrogen is 8.9 mg/l, BOD5 is 7.26 mg/I,and Total Suspended Solids are 0.105 mg/I The home is used seasonally, and average water use for the last three years is 221,000 gallons(2016-241,000 gal,2015-219,000 gal, 2014-208,000 gal)and these numbers include irrigation Sincerely Winston A.Steadman II VPrs Enclosures;Mass DEP Standard Conditions for Secondary Treatment Units(STU)Approved for Remedial Use Mass DEP Advantex Treatment System Approval for Remedial Use Transmittal X254151 BOH Letter dated 8/6/2005 Test Data from Barnstable County Data Base _ . m Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston,.MA 02106 s 617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Kann E.Polito Martin Suuberg Lieutenant Governor Commissioner Standard Conditions for Secondary Treatment Units Approved for Remedial Use• Last Revision Date:November 30,2016 A Secondary Treatment Unit(STU)is an alternative technology that may be used as a component of an on-site sewage disposal system where soil or site conditions make conventional soil absorption systems more costly to construct or infeasible. A conventional system may be more costly to construct or infeasible where there is a shallow water table and/or limited area for the siting of a conventional system. As compared•to a conventional system,in certain instances, an STU provides for higher loading rates (smaller leaching area) and may require less land area, potentially less fill, and less disturbance of the site. The System consists of an STU designed to reduce the organic material and solids in the wastewater which reduces the demand for treatment in the soil absorption system. A conventional septic tank precedes the STU unless exempt by the Special Conditions for a specific Technology. accordance Approval for Remedial Use requires, among The use of an STU inccorce with this A n pP q g other things:', • A Disclosure Notice in the Deed to the property(310 CMR 15.287(10)) (A Deed Notice template is available from the Department); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • A Massachusetts certified operator who has received training for the technology and is under contract for periodic inspection and maintenance (310 CMR 15.287(10)); • Periodic sampling, recordkeeping, and reporting, in accordance with this Approval; • Notification within 24 hours by the System Owner to the local approving authority of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; and • System Owner Acknowledgement of Responsibilities, in accordance with this Approval. 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:v w•.v.mass.gov/de;, Printed on Recycled Paper r Permits Page 1 of 1 .You are using an outdated version of Internet Explorer. Please update or download a different browser. 'Some features of this database will not work properly with the version you are currently using. Barnstable County I/A Septic Management Database Karen Malkus Cityof Barnstable 9:03 am --- --.._ --- .................... _ ......._ _......... ..._... .__ 'Main Permits Reports!Compliance.Contractors I Technologies Help _........._. . ._....... . ... ........,.. ........ _. .................... ............. .......-. Home>Permits>Edit Permit>90 Ladd Road _.._.... .. l Permit ii Owners i Components Sampling Contracts Notes Flags Corr I Documents I Contractor Start Date End Date State All Cape Environmental Inc '2013-08-01 2016-08-01 Active Page 1 of 1,showing 1 records out of 1 total,starting on record 1 ending on 1 l .,........ .......... __.. .......... ; - ...................... ........._ ...................... ......._._J https://septic.barnstablecountyhealth.org/reg/permits/edit/871 12/2/2015 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentaIservice.com Operation & Maintenance Service Contract For Orenco — Advantex AX20 This Contract is between Hardy Centerville Realty Trust(hereafter referred to as "Owner") and All Cape Environmental Inc. (hereafter referred to as "ACE")for Operation & Maintenance of the treatment system listed below (hereafter referred to as the "System") System Owner; Hardy Centerville Realty Trust System Address;90 Ladd Road Centerville, MA. 02632 Permit Information; Carmody# BALad09OAdv Management Level; Remedial Contact Information; 1. Maintenance and Other Services. ACE agrees to provide the following services to Owner during the Term of this Contract; (See attached Schedule C for additional &specific service requirements related to ADVANTEX system) 1,1,Inspection& Operation.ACE agrees to inspect and operate the system in accordance with Massachusetts DEP approval and manufactures requirements. Interval for inspections to be Seasonally 1,2,Maintenance&Service.ACE agrees to maintain system in accordance with Massachusetts DEP approval and manufactures requirements. Interval for maintenance to be Seasonally (to be combined with inspections) 1,3.Field Sampling,ACE agrees to field sample effluent samples for PH, Temperature, DO, and Turbidity. All meters to be in good working order and calibrated per manufactures requirements. 1.4.Laboratory lnfluent&Effluent Sampling,ACE agrees to pull influent &effluent samples for laboratory analysis from a Massachusetts Certified Laboratory, per DEP and Town Board of Health requirements No Influent Sampling Required, Effluent sampling to be done twice per season 1,5.Influent Testing for;None 1 p 4. All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentaIservice.com 1.6.Effiuent Testing for;BOD5, TSS, NH3, TKN, NO2, NO3, ALK, and TN (calculated TKN + NO2 + NO3) 1.7.Pumping of Ho/ding Tanks ACE agrees to check scum &sludge layers. ACE will recommend when to pump tanks. Please note that all grease traps are required to be pumped no less than Seasonally. 1.8.Emergency Service Calls.ACE agrees to provide emergency service calls as provided in Section C 1.9.Warranty Service.ACE agrees to provide warranty service as provided by manufacturer and Section C 2. Payment for Services. Payment for services will be in accordance with Schedule D 3. Contract Term. The term for this contract shall start on August 1, 2012 and continue on an annual basis, unless the contract is terminated early as provided in Schedule C. 4. Requirement for Service & Maintenance, Advise to Agencies. Owner acknowledges that Government agencies may require the following activity; 4.1. That the above referenced treatment system requires regular service and inspections. 4.2. That a copy of this contract will be made available to government agencies by ACE. 4.3. That ACE must advise the agencies if this contract is terminated at any time regardless of the reason 5. Limits on Contract Services. Actual contract fee covers only the specific services as set forth in this Contract. Any additional services requested by Owner or required by regulatory agencies, including any additional testing services that are not specifically listed above and may be required by regulation or permit(s) to operate, will be provided at an additional cost. This Contract applies only to services relating to the treatment system itself and does not apply to any other parts of the building, wiring, or the like. 6. Care of the System by Owner or Tenant; Owner agrees to operate the system in a way consistent with DEP approval letter, Town Board of Health requirements, and Manufactures recommendations and instructions. 7. Other Parts of Contract. Attached and made part of this contract as if set forth in full here are the following; • Schedule A (describing unit location and regulatory requirements • Schedule B (operating conditions) • Schedule C (contains additional terms and conditions of this contract) • Schedule D (schedule of fees and payment terms) • Schedule E (addendums and or other terms/conditions) SCHEDULE A— DESCRIPTION OF TECHNOLOGY & REGULATORY REQUIREMENTS Make and Model; AX-20 Mode 3B Serial No; State Permit # Town Permit # Management Level &Testing/Inspection information (list town requirement and tests required) 2 Ali Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentaIservice.com SCHEDULE B - OPERATING CONDITIONS Owner acknowledges that the following items can overtax the biological process of the system and shall avoid introducing dental floss, disposable diapers, kitty litter, sanitary napkins, tampons, cigarette butts, condoms and other items of similar nature. Owner acknowledges that the following can destroy the biological process and agrees to not introduce chemicals such as paints, varnishes, thinners, waste oils, photographic solutions, pesticides and excessive amounts of household chemicals into the system. Other operating conditions; SCHEDULE C — ADDITIONAL TERMS AND CONDITIONS OF CONTRACT This Schedule C is part of the attached Maintenance Contract between Owner and ACE. This Schedule contains additional terms and conditions of the Contract. C1. Inspections & Operation. ACE agrees to inspect and operate the system in accordance with Massachusetts DEP approval. Including: (1) Seasonally inspections and reports (2) Continuous operation by licensed and properly trained personnel (3) Sludge & Scum levels in all tanks with recommended pumping. (4) Visual and Field testing of effluent for PH, DO, Temperature, Turbidity, Color, and Smell (5) Meter readings for voltage and amperage on all electrical components that are part of the system. C2. Maintenance Services. ACE agrees to maintenance services as recommended by manufacture and DEP approval including; (1) Performing all recommended and required manufactures maintenance items Seasonally (to be combined with inspections) (2) Adjusting, cleaning and/or the replacement of any mechanical or electrical components of the treatment system that appear to require it. (3) Refilling, and or replacement of chemicals/bacteria bags that may be required by system. 3 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentaIservice.com C3. Other Services and Charges. There will be a charge for any parts, repairs, or pumping except for covered warranty items and or items specifically listed above C4. Emergency Service Calls. ACE agrees to provide Emergency Service calls for System in accordance with the following. C4.1 Availability, Emergency services will be available for response within 24 hrs. C4.1 Cost for Call, Emergency Service fees as provided in Schedule D may or may not apply depending on time and condition of emergency. C4.3 Cost of Parts, Labor, and or Pumping. Owner to pay for all parts, labor, and or pumping that may be required on the emergency call, except for parts and labor that may be covered under warrantee. CS. Warranty Service. ACE agrees to provide all services and secure replacement parts for the System to the extent covered by the Supplier's component warranty program, and ACE will communicate with the Supplier to secure the benefits of the warranty program for Owner when they apply. The Supplier makes all decisions on component warranty program coverage. Any dispute on warranty coverage, service or installation instructions, or parts will be between the Owner and the Supplier, and Owner shall not hold ACE liable in connection with any such dispute. C6. Dependence on Owner's Representations. Owner represents that he or she owns property listed in Schedule B is true and accurate. In entering into this Contract, ACE has relied on those representations and ACE representative's own observations. Owner understands that any inaccuracy of the information Schedule B or any future change in that information could void ACE's and Supplier's obligations under this Contract and could require replacement of the System and or other parts of the Septic System with equipment having a greater capacity, all at Owner's expense. C7. Access to Owner's Property. Owner agrees to provide ACE with access to the System and all other parts of the Septic System, as well as to the water and electrical systems at the property, at all reasonable times as may be needed for ACE to perform its obligations under this Contract and to perform such testing as may be required by regulatory agencies. C8. Extension of Contract. This contract shall renew automatically provided Owner is current with all required payments and renewal fees are paid. C10. Early Termination. This Contract may be terminated prior to the end of its Term (including any extended Term) as follows: CZ0.1 by ACE, This Contract may be terminated by ACE: (a) if Owner defaults in making any payment called for by this Contract or in making any payment for services, repairs, or parts provided by ACE for the 4 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentalservice.com System, if the default continues for more than 30 days past the due date, or (b) if Owner defaults in performing any material obligation under this Contract (other than payment obligations) and the default continues for more than 30 days after ACE gives notice of the default to Owner. C10.2 by Owner. This Contract may be terminated by Owner:(a) if ACE defaults in performing any material obligation under this Contract and the default continues for more than 30 days after Owner gives notice of the default to ACE, (b) if Owner transfers the property, as contemplated by Section C15 below, (c) if the owner removes the system per all applicable laws and regulations, or (d) if Owner replaces the System with a different system. C11. Effects of Termination. Upon termination of this Contract by early termination pursuant to Section C10 above or by expiration of its Term: (a) ACE will notify all applicable governmental agencies and Licensor of the termination (but that notice might not relieve Owner of any obligation of Owner to give similar notice) and (b) all obligations of Owner, ACE and Licensor under this Contract will cease, except that termination shall not relieve any party of any liabilities owed to the other that accrued prior to the termination. C12. Payments. Fees and payments are covered under Schedule D C13. Defaults in Payments for Services, Etc. C13.1 Applicable to Contract Fees, Service Fees, and Parts The provisions of this Section C11 shall apply not only to the fees provided for in this Contract but also to all other amounts that may become owing by Owner to ACE for any services and for any parts that ACE may provide in connection with the System or the Septic System. C13.2 Late Payment Fee. Any payment made more than 30 days after it is due will incur a late payment charge equal to 2% of the amount due. The late payment charge will be due as soon as ACE sends Owner a bill that includes it. C13.3Interest. In addition, all amounts unpaid more than 30 days from the due date will incur an interest charge calculated at a rate equal to the lesser of 2% per month or the maximum rate allowed by applicable law. In such cases interest will accrue, on a daily basis using the above rate, from the 30th day of after the due date until the date of actual payment. C13.4 Collection Costs. In addition, ACE shall be entitled to recover its actual and reasonable costs incurred in collecting any such overdue amounts, including reasonable attorney's fees and court costs. C14. Changes in Regulatory Requirements. ACE agrees that, if at any time any government agency changes the applicable requirements for inspection services or for inspectors relating to the System or the Septic System so as to i requirements pp then ACE will satisfy increase the re applicable on the date of this Contract those increased requirements. In any case, ACE shall be entitled to increase its fees under this Contract by an amount equal to ACE's cost increase resulting from those increased requirements, plus 15%. ACE shall give Owner at least 60 days prior notice of any such fee increase. 5 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmentaIservice.com C15. Sale of Property. Owner may transfer the benefits of this Contract to any purchaser or other person who acquires the property where the System is located, provided all service fees and any other charges are paid when due. A $50.00 service fee may be required. C16. Assignment by O&M Provider. ACE may assign its rights and obligations under this Contract to any 0&M Provider of the System who has been authorized by the Licensor to provide maintenance service, provided that the new service provider assumes ACE's obligations under this Contract. Without assigning its rights or obligations under this Contract, Licensor shall have the right to retain subcontractors or other agents to perform some or all of the services called for in this Contract. C17. Force Majeure. If Supplier, ACE or Owner is delayed or prevented from the performance of any act required under this Contract by reason of Act of God, strikes, lockouts, labor troubles, inability to procure materials (including energy), power, casualty, inclement weather, restrictive governmental laws, orders or regulations, riots, war or another reason of a similar nature not the fault of the party delayed in performing the act required under this Contract, then the requirement for performance of the act shall be extended for a period equivalent to the period of such delay. This Section shall not, however, operate to excuse Owner from prompt payment of fees or other charges covered by this Contract. C18 Notice. Any notice or similar communication required to be given pursuant to this Contract shall be validly given if set forth in writing and if that writing is delivered personally or delivered via facsimile transmission to any phone number for such messages set forth in this Contract (with confirmation) or if the writing is sent by first class such other facsimile number or address for which notice of the change has been given to the other party). C19 Miscellaneous (a) Law Applicable, This contract shall be governed and construed under the laws of the State of Massachusetts without regard to its principles of conflict of laws. (b) Amendment. Except as otherwise expressly provided herein, this Contract may not be amended except by written agreement signed by both parties. (c) Heading, The section headings in this Contract are for ease of reference and shall not affect the meaning of any of the provisions of this contract. (d) Inflation Index, Any increases in the cost of maintenance will occur at the Annual anniversary of the Agreement and be based upon the following: Increased labor costs not to exceed the National Consumer Price Index (CPI) percentage change (January to January of previous year), increases for equipment and parts not to exceed factory increases. SCHEDULE D— FEES AND PAYMENTS 6 w .. All Cape Environmental Services Inc. 7 Stratford Lane. Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com D1. Service & Inspection Fees. Annual service and inspection fees are due Pre-Paid and are calculated as follows; D1.1lnspections- Seasonally inspection at a rate of $240.00 per inspection D1.2 Maintenance&Service- Seasonally (to be combined with inspections) D2. Emergency Service Fees. Will be charged at the rate of$150.00 for the first hour then $125.00 per hour for the next 3 hours. After the first 4 hours the rate will drop to $90.00. Owner may request a quote for the repairs. D3. Unscheduled Repairs &Service Fees. Will be charged at the rate of $125.00 per hour for the first four hours then $90.00 per hour after that. Owner may request a quote for work to be done. D4. Laboratory testing Fees; Cost per Cost per Analysis test Analysis test BOD5 $ 31.20 NH3 $ 27.04 TSS $ 19.47 Alkalinity $ 19.76 NO2 $ 27.04 TN $ 73.84 NO3 $ 27.04 CBOD $ 36.40 TKN $ 43.26 Fecal Coliform $ 37.44 Please note that testing fees are subject to change without notice; and pricing is outside of All Cape Environmental's control. Only Massachusetts certified laboratories can be used. D5. Defaults in Payments for Services, Etc. D5,1 Applicable to Contract Fees, Service Fees, and Parts The provisions of this Section shall apply not only to the fees provided for in this Contract but also to all other amounts that may become owing by Owner to ACE for any services and for any parts that ACE may provide in connection with the System. D5.2 Late Payment Fee. Any payment made more than 30 days after it is due will incur a late payment charge equal to 2% of the amount due. The late payment charge will be due as soon as ACE sends Owner a bill that includes it. D5.3 Interest In addition, all amounts unpaid more than 30 days from the due date will incur an interest charge calculated at a rate equal to the lesser of 2% per month or the maximum rate allowed by applicable 7 i All Cape Environmental services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com law. In such cases interest will accrue, on a daily basis using the above rate, from the 30th day of after the, due date until the date of actual payment. D3.4 Collection Casts In addition,ACE shall be entitled to recover its actual and reasonable costs incurred in collecting any such overdue amounts, including reasonable:attorney's fees and court costs. I i. I f SCHEDULE E—OTHER TERMS AND CONDITIONS NOT MENTIONED ABOVE I i THIS SERVICE CONTRACT WILL BE VALID AND BINDING WHEN OWNER=AND O&M PROVIDER HAVE SIGNED IN THE APPROPRIATE PLACES BELOW. kk I Cep All Cape Environmental Inc-* (Full Legal Name of Owner) (Ful Legal Nam f 0&M�Pder) caQ '+ +r (Authorized Signature) (Authorized Signals low ov As: As: Manager , � . (Title of Person Signing) (Title of Person Sigry Date: Date: .11#&b 8 I APR-2-2b14 16:21 FROM:TRETTER 5088536984 TO:15082837951 P.2/2 All Cape Environmental :Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www,al Ica pegnvironmentalse[y1g%r,r law. In such cases interest will accrue, on a daily basis using the above rate,,from the 301" day of after the due date until the date of actual payment. DS.4 Co/%tion Costs. In addition, ACE shall be entitled to recover its actual and reasonable costs incurred in collecting any such overdue amounts, including reasonable attorney's fees and court costs. SCHEDULE E—OTHER TERMS AND CONDITIONS NOT MENTIONED ABOVE THIS SERVICE CONTRACT WILL BE VALID AND BINDING WHEN OWNER AND O&M PROVIDER HAVE SIGNED IN THE APPROPRIATE PLACES BELOW. l I All Cabe Environmental Inc_ (F gal Name of Owner) j (Full Legal Name of'O&M Provider) By: (Authorized Signature) (Authorized Signature) As: PrvAr+OhLreL As: Manager (Title of PeAon S in ) (Title of Person Signing) Date: Date; tL Town of Barnstable Barnstable Regulatory Services Department ,M'Wo`��i �s i639• Public Health Division �� �fD"A0`a 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 28511982 February 24, 2014 Richard Hardy 90 Ladd Road Centerville, MA 02632 RE: Operation and Maintenance Contract for the Innovative Septic System installed sta ed at 90 Ladd Road C n e terville, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system on July 21 2012. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountvhealth.org/ia-systems/ia-owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Q:\SEPTIC\0&M Itr\90 Ladd Rd,W.Barn 2014.doc r� Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH � aAs- McKean, R.S. CHO Agent of the Board of Health CC: -Barnstable Department of Health and Environment i i l Q:\SEPTIC\O&M Itr\90 Ladd Rd,W.Bam 2014.doc Car,nodyTM Service History Page 1 of 2 Property History Property Information Property ID BALad09OAdv(Tracking Number) Name Hardy, Richard Site Address 90 Ladd Road Centerville, MA Service Statistics Total Service Events (To Date) 7 Service History -All Date Report Type Entered Gallons Recorded By or Comments Date Pumped Disposal Site Serviced 7/22/2012 System No service No service event reported within service 12:00 AM Generated recorded schedule: 07/21/2011 to 07/21/2012. 7/22/2012 12:00 AM Notes: No service event was recorded by the system for this flag: Maintenance Contract 6/7/2010 System No service No service event reported within service 12:00 AM Generated recorded schedule: 06/06/2006 to 06/06/2010. 6/7/2010 12:00 AM Notes: No service event was recorded by the system for this flag: Maintenance Contract 4/2/2010 System No service No service event reported within service 12:00 AM Generated recorded schedule: 11/16/2009 to 04/01/2010. 4/2/2010 12:00 AM Notes: No service event was recorded by the system for this component: Sample Report(Effluent) 1/2/2010 System No service No service event reported within service 12:00 AM Generated recorded schedule: 07/25/2009 to 01/01/2010. 1/2/2010 12:00 AM Notes: No service event was recorded by the system for this component: Advantex BRL is not a valid number and could not be 2/25/2011 Wastewater **Saved Sample processed : BRL is not a valid number and 9:41 AM Technologies, Message** could not be processed : BRL is not a valid Inc. number and could not be processed : BRL is not a valid number and could not be processed 12/15/2009-1 -_`_- -0 7'Wastewater _ "Sampling 10:49 AM Technologies, Report 11/16/2009 Inc. 12:00 AM --- http://www.carmody.biz/pump/Service_History.aspx?pmode=l&permit_id=968310&ha=10 2/12/2014 ICarmodyTM Service History Page 2 of 2 Using: The Web Site 2/25/2011 Wastewater *Saved Sample BRL is not a valid number and could not be 9:43 AM Technologies, Message' processed Inc. 9/16/2009 0 Wastewater Sampling 12:33 PM Technologies, Report 8/29/2009 Inc. 12:00 AM ------ Using: The Web Site 10/19/2009 0 Wastewater "Inspection" 2:41 PM Technologies, 7/25/2009 Inc. 12:00 AM ------ Using: The Web Site 6/7/2009 System No service No service event reported within service 11:03 PM Generated recorded schedule: 06/06/2006 to 06/06/2009. 6/7/2009 11:03 PM Notes: No service event was recorded by the system for this flag: Maintenance Contract 3/30/2009 0 Wastewater Sampling 1:14 PM Technologies, Report 10/19/2008 Inc. 12:00 AM ------ Using: The Web Site 4/1/2009 0 Wastewater "*Inspection*" Routine inspection. Everything looks fine. 8:55 AM Technologies, Homeowner should cut down growth 9/28/2008 Inc. surrounding manhole. 12:00 AM ------ Using: The Web Site 3/30/2009 0 Wastewater Sampling 12:32 PM Technologies, Report 9/28/2008 Inc. 12:00 AM ------ Using: The Web Site 3/25/2009 0 Wastewater "*Inspection"* Routine inspection. Everything looks good. 12:20 PM Technologies, 9/28/2008 Inc. 12:00 AM ------ Using: The Web Site Total Gallons Pumped=0 http://www.carmody.biz/pump/Service_History.aspx?pmode=l&permit_id=968310&ha=10 2/12/2014 I of Bs BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT BARNSTABLE COUNTY COMPLEX * 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone: (508) 32-2613 ACHt1S FAX (508) 36 -2603 TDD (508) 362-5885 July 18th, 2013 Richard Hardy r,- 38 Birchwood Drive ` I Holden, MA 01520 RE: Operation and Maintenance Contract t act for the Innovative/AI ternative Septic System Installed at SO Ladd Road in the town of Barnstable. Dear Richard Hardy, Our records indicate that the operation and maintenance contract with Unknown for your innovative/alternative wastewater treatment system may have expired or cancelled as of July 18th, 2013. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of Barnstable require you to keep an operation and maintenance (0&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of receipt of this letter. For your convenience, I am enclosing -� . a list of wastewater operators we are aware of that do Cut: in Ba,�nstab County. The firms listed operate multiple types of I/A technologies and are not associated with any pdRi ular technology vendor. M Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter b'y�forwarding`coPY of a a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action. You nay be reqaired<to' appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract, I can be reached at (508)375-6901; my Fax number is (508)362-2603. I can also be readhed via wail a Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincerely, �- Lindsey Wright Enclosures: Certified Wastewater Operators List CC: Barnstable Board of Health JAN-25-06 01 :37 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 03 i COMMONWEALTH OF MASSACHUSETTS Then personally appeared the above named _-1:t<4AP.0 a. H&(a y known to me to be d5 person who executed the foregoing instrument and acknowledged the name to be_�rs_ —_free act and deed, before me, Notary Public - My com ission expires: (date) RECEIPT Printea:(11-25-2006 6 11:50:54 (Xj;7 G BARNSTABLE COUNTY REGISTRY OF DEEDS kIPV"Pubhe JOHN F, MEADE, REGISTER COMMOr 0J.,i f,o!M!LMOCh N�CJmrtu�:�u1n l•'rrhlrrm Trans#: 2517`• Oper:JUNE July 5-2(xi7 Book: 20681 Page: 118 Inst#: 4884 Ctl#: 552 Rec:1-25-2006 1 11:46:44a 13ARN 90 LADD ROAD UOC OE:SCRIPT[ON TRANS AMT 1 BARNSTABLE TOWN OF RESTRICTION I;ounty Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 rectal fees: 75.00 Ctl#: 55,1 Rec:1-25-2006 111:46:44a DO(; DE.5CRIPlION TRANS AMT POSTAGE FEE County Postage Fee .50 *x Total charges: 75.50 GHLCK PM `i28 75.50 `:'� 'a�NWr�...� y4, - BARNSTABLE REGISTRY OF DEEDS .o CERTIFIED MAILTMRECEIPT r-9 (Domestic Mail Only,No Insurance Coverage Provided) I� For delivery ru , information FF r—1 In a CO Postage $Certified Fee rij C3 C3 ReturnRece'ptFeeQ (Endorsement Required)C3 Restricted DeliveryFee 0 (Endorsement Required) rq C3 Total Postage&Fees $ r':1 Sent To v I c h r--------�--� ----�-------------- 0 C3 - - SVeet,Apt.No.; or PO Box No. D- -----------;----------------Q--- --- t rz hwz�c --- City,State,ziP+ (cSeir� rc)A O(SZ.U Certified Mail Provides: ■ A mailing receipt s A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For: valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 (DomesticU.S. Postal ServiceTM ni CERTIFIED MAILT. RECEIPT a _ Ln CO Postage $ r1J Certified Fee of Q fib* RetReturnost Receipt Fee � J C3 (Endorsement Required) Z1. Here .6 Restricted Delivery Fee r p (Endorsement Required) ` FEB 2 4 2014 a O Total Postage&Fees r� rt.f sent To (� P 5 ry- rq O - - - --- Street Apt 1Vo.; 0 l 1 lti or PO Box No. C, City State.Z%P+4 ------------- PS Ce� �v� l ( � tMA- 6Z�3Z :rr August 200. See Reverse for lnstru�tjons Certified Mail Provides: + ■ Amailing receipt ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mails. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. , ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT-Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 SENDER:COiWPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete ig ture. item 4 if Restricted Delivery is desired. XAgent ■ Print your name and address on the reverse` ❑Addressee. so that we can return the card to you. B. Received ab (Printed Name) C..Date of Delivery I ■ Attach this card to the back of the mailpiece, �S or on the front if space permits. ' 1 s D. Is delivery address different from item 1? ❑Yes 1„ Article Addressed to; If YES,enter delivery address below: ❑No 3c6-- i I4-z I��� 1 ^^A- 3. Service Type Y TKertified Mail ❑Express Mail r ❑Registered ❑Return Receipt for Merchandise ZU ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number - - - j�� (rransfer from service label) , I " 7 012s i 1010 b o 0 0 1 2 8.51 !2 7 81 . ' PS Form 3811.February 2004 Domestic Return Receipt 102595-02-M-1540 i UNITED STATES POSTAL SERVICE -First-class Mail � ✓`'� .P6stagb&Fees Paid USPS �Yt, Perm No."G-10 \`� • bAder:�-Please prat your name, address, and ZIP4#0i this boxCO • o s T,�qwn of Barnstable ,C health Division ! F, a �Main Street (�. O lEy}annis,MA 02601 ? n-• I :f1}}{i• p t� ltjt s, s t !-s s:iis s }iis s }! � r Town of Barnstable Barnstable t� Regulatory Services Department a �^ �'� Public Health Division � Im �i0tfo 39. � 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali;Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 2781 March 10, 2014 Richard Hardy 38 Birchwood Drive Holden, Ma 01520 RE: Operation and Maintenance Contract for the Innovative Septic System installed at 90 Ladd Road, Centerville, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system on July 21 2012. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-_ uide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will Q:\SEPTIC\O&M Itr\90 Ladd Rd,W.Bam 2014#2.doc be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment Q:\SEPTIC\O&M Itr\90 Ladd Rd,W.Barn 2014#2.doc OFT�E. o Town of Barnstable U.S.POSTAGE >PITNEYBOWES Public Health Division BARN SABLE. ` • 6 O Q �© MASS. 200 Main Street jED MP��` Hyannis,MA 02601 71P 02601„ 0. 1 �.(006;�_I o 0, OOp 1383424 FEB. 24. 2014. 7012 1010 0000 2851 1982 Richard Hardy � ( 90 Ladd Road Centerville, MA 02632 , 'vNAS:L=. TO :F•1rDR-WARD a i A A111, 1 •i 4'.ta I l I I I -1 A HJ a �''"�- �� � •�-� a-- ass �•_�n. nl aR �rt a a�.�-a-�•,• a J, Wi � • O O O O O ! ■ Complete items 1,2,and 3.Also complete A. Signature I I item 4 if Restricted Delivery is desired. ❑Agent I I ® Print your name and address on the reverse X ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C Date of Delivery I I ® Attach this card to the back of the mailpiece, or on the front-if space permits. I 1 Article Addressed to D Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No I I I Richard.Hardy 90 Ladd":Road I I � 3. Service Type ! Centerville, MA 02632 .Certified Mail ❑Express Mail I i ❑ Registered ❑ Return Receipt.for Merchandise I ❑ Insured Mail ❑C.O.D. ' I 4. Restricted Delivery?(Extra Fee) El Yes I2. al 7012 1010 0000 2851 1982 PS Form 381,1.February 2004 Domestic Return Receipt 102595-62-M-1540 \ �917 0 ry--�A- i Uc4-- Zo AQUATIC EC®-SYSTEMS, INC. 407-886-3939-AquaticEco.com Town of Barnstable Barnstable Regulatory Services Department HAnwrachy y Y a B'M Mr 039. Public Health Division �0 200 Main Street, Hyannis MA 02601 200� Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A. McKean,CHO CERTIFIED MAIL # 7012 1010 0000 28511982 February 24, 2014 Richard Hardy 90 Ladd Road Centerville, MA 02632 RE: Operation and Maintenance Contract for the Innovative Septic System installed at 90 Ladd Road, Centerville, MA in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system on July 21 20,12. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-sysi-ems/ia-owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. i Q:\SEPTIC\0&M Itr\90 Ladd Rd,W.Bam 2014.doc Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH �ascKean, R.S. CHO Agent of the Board of Health CC:'Barnstable`Department of Health and-Envirorumnt Q:\SEPTIC\0&M Itr\90 Ladd Rd,W.Barn 2014.doc i Town of Barnstable Barnstable Regulatory Services Department ASAMWaft 1 I.F Public Health DivisionIL6 I FD 59. 200 Main Street, Hyannis; MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000 2851 2781 March 10, 2014 Richard Hardy 5 38 Birchwood Drive Holden, Ma 01520 Vv � RE: Operation and aintenance Contract for the Innovative Septic System installed at 90 L d Road Centerville MA !in the Town of Barnstable. The Bar table County Department of Health and Environment has informed us that a operation and maintenance contract for your innovative/alternative L C; wa ewater treatment system on July 21 20112. To date, they have not received idence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountVhealth.org/ia-systems/ia-owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within thirty (30) days of receipt of this letter. i Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of an assigned contract, you will QASEPTIC\0&M ItA40 Ladd Rd,W.Barn 2014#2.doe I i i be scheduled to appear before the Board of Health at a show cause hearing rt on April 8, 2014 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment j. I_ Q:\SEPTIC\0&M Itr\90 Ladd Rd,W.Bam 2014#2.doc `I I I JAN-25-06 01 :37 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 02 g{e 20681 P911t3 *4884 i01-25-2006 & 11 = 4ba DEED RESTRICTION WHEREAS,Richard B. Hatay,Trustee of the Hardy Centerville Qualified Personal Residence"Crust,of 41 McGregory Road.Sturbridge,IMA,is the owner of the land and existing dwelling consisting of 5 bedrooms(4 on 2"d floor, 1 on 3b floor/attic)situated at 90 Uudd Road located in Centcrville,in the Town of Barnstable,MA,known as lot 9 on a plan entitled"Subdivision of l-and in Centerville-Bamstable-MA,Property of John A. Akeson"dated November 3, 1953 duly recorded in Barnstable County Registry Deeds in Plan Book 113. Page 123; ^n WHEREAS,Richard B. Hardy,trustee,of said lot has agreed with the Town of Barnstable Board of Health to a rcstriction as to the number of bedrooms which can be included in said dwelling as a pre-condition to obtaining a disposal works construction per in compliance with 310 CMR 15.000 State finvironmental Code,Title V. mit �\ Minimum requirements for the Subsurface Disposal of Sanitary sewage; \\ WH1:REAS, the Town of Barnstable Board of Health,as'a pre-condition to granting a 'v disposal works construction permit for a septic systern in compliance with 310 OAR 1.,5.000,State lEnvirurunentarl Code,Title V,Minimum,Requiremcnis for the Subsurface 13 Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction or modification of a single family home on the property, is requiring that the. on agreement for the restriction on the number of bedrooms in any house situated en the lot ti be put on record With the Barnstable County of Deed9 by recording this document,NOW, THEREFORE, Richard B.Hardy,trustee,does hereby place the following restrictions on this above-reference land in accordance with this agreement with the Town of Barnstable Board of Health,which restriction shall run with the hand and be binding upon all :y successors in title. y . 90 Ladd Road,Centerville may maintain a house containing no more than five(5) hedrooms. Richard B. Hardy,trustee,agrees that this shall be a permanent deed restriction affecting Lot 9 located on 90 Ladd Road,C:entervilic,MA,and being shown on the plan recorded in Plan Buok 113,Page 202. Executed as a scaled instrument ;�.� day of. �O�--- R iclr:ard B. Hardy,Trustec No. Fee l/ D 1 n � � lD Entered in computer: THE COMMONWEALTH OF MASSACHUS T S PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for Mtgvgal 6p5tem Construction Vermtt Application for a Permit to Construct( ) Repair(i�Upgrade( ) Abandon'( ) le Complete System ❑Individual Components Location Address or Lot No. �D / Owner's Name,A dress,and el.No. 011 Assessor's Map/Parcel G e.oi, Installer's Name,Address,qnd Tel.No. Designer's Name,Ad ress and T 1.N . R©W � 1��G Type of Building: Dwelling No.of Bedrooms � Lot Size / sq.ft. Garbage Grinder (1/4 Other Type of Building eGe No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min required) gpd Design flow provided fE9 gpd Plan Date c�J� ZJJ Numb ryyof she is_ 2, Revisi Date ��+•D� Title �� Cad Size of Septic Tank 04!90� iW �/�� , of S.A.S. �S-1-ow Description of Soil 1�/ 511/'� ®5(Lw y,5i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / •� ` © _ Sig Date f ✓�' Application Approved by Date Application Disapproved by: Date for the following reasons Permit No Date Issued f r C 4 VA - No.. ?fl f/0' i Fee o—/— IC p 1 1 THE CO�VIMONWEALTH OF MASSACHUSETTS Entered in computer: P LIMA HEALTH DIVISION'- TOWN OF BARNSTABLE, MASSACHUSETTS Yes k Application for M 5pont *paetn Congtructton Permit Application for a Permit to Construct O Repair( 1)/Upgrade O Abandon O l :9'Complete System ❑Individual Components Location A dress or Lot No. Owner's ,ame,A dress,and RI. o. Assessor's Map/Parcel Installer's Nape,.Address,av d Tel. io C�y.sT. Designer' oNanme,Ad mess and e l. �o. c� 7/ -- 7 7S= 9700 Type of Building: �''' Dwelling No.of Bedrooms v A Lot Size sq. ft. Garbage Grinder ( � .... Other Type of Building /\�J�/ L�rIC�' No.of Persons Showers( ) Cafeteria( ) ry... Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date .J �Z �� NumbeK of sheet 2— Revisto Date Title S% /c/iI 01" l C.//C,�'/�G �i Size of Septic Tank 7i�094/ �✓�/¢Gr(/al t e of S.A.,S. i Description of Soil � t$lIIZ" D�,S�' �`,Y✓>� �1 10, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ~ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of`' Compliance has been issued by this Board of Health. - Sig el _ �%�G,G�I C , �li`f?"-'� � Date Application Approved by 7 `�� <�1 A ','fIM/ Date Application Disapproved by: Date for the following re,asons Date Issued Permit No. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY that the On-�site Sewage Dii osal System Constructed ( ) Repaired ( Vr Upgraded ( ) Abandoned( )by 14 at !0 1" C�L°/1 S�i°�Gi///U has been constructed ^in�accordance with the provisions off Title 5 and ,the (�for Disposal System Construction Permit No. � ;J 6 ",�pC� dated I Installer Designer ���4�y>lo; Q #bedrooms Approved design flow I J-J0 gpd f �t The issuance of this permit shall of be co strued as a guarantee that the system ilYv'�I funcf on ses gned. Date Inspector ———————— ——————I———————--——— ———————— ———=——— :.Fee.... " " THE COMMONWEALTH Ol{. MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mt5Po!6a1 '*patent Cotr5tructton Permit Permission is hereby granted to Construct ( ) Rpair ( ���Upgrade ( ) Abap don C.�r ell ( ) System located at `ram p'U�' / and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction ust be completed within three years of the date of this pit. Date / Approved by I i Town of Barnstable idFtHE Tqk,O Regulatory Services Thomas F. Geile:r,Director • BARNSTABLE. MAC a Public Health; Division 9� aG39- ,gym Thomas McKean, Director 200 Main Street, Hyannis,MA 02601. Office: 508-8624644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 3 ®G Designer: R, J . C AID l L.LA,,�-- Installer: .B C)`_T-O L OTT I Address: P R o-,;( Z 5 Address: 4 &jciu I4k On d 6, _B oY—+0 1 o it was issued a permit to install a 1(date) I (installer) septic system at 0 ©tom C''J abased on a design drawn by (address) ff . J - C— Pt 0 1 LLft4- dated � . ( Z Q 6 Q�, ou G 1 14-(D"5 (designer) V/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 a -built by designer to follow. ,,�A OF 414Ss9 o=s' RONALD c� JAMES CADILLAC -' (Installer's Signature) v #35779 �No SU LV (Designer's ign t e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE a LOCATION �?D Caa"�( /?J SEWAGE #o?4OG-0.23 VILLAGE (7e, ,Ile ASSESSOR'S MAP & LOT�� INSTALLER'S NAME&PHONE NO. V 7,7V4 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) l-e (size) 38 .x-),l'x G ' NO. OF BEDROOMS S-- BUILDER O OWNER ffa-�ti PERMIT DATE: /—.?r--a 4 COMPLIANCE DATE: 1: Zq:• ,ZG Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 3 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) — Feet Edge of Wetland and Leaching Facility (If an;y wetlands exist p within 300 feet of leaching facility) / Feet Furnished by �o Al oao Go C v1 l�ddlir��e c /�-ie/ In"f a60 � 5 Ste!ictG /�ig�( hQ A3- ?J .3g,J�azO ��(7��T(��SSure ✓oSe� f Town of Barnstable MAMsAxr��rnec�, A Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. August 6, 2005 Mr. Ronald Cadillac, R.S. P.O. Box 258 West Yarmouth, MA Dear Mr. Cadillac, You are granted variances on behalf of your clients, Sarah and Dick Hardy, to install a replacement septic system at 90 Ladd Road, Centerville. The variances granted are as follows: Town of Barnstable E-Code, Section 360-1: The soil absorption system will be located 52 feet away from a coastal bank, in lieu of 100 feet minimum separation distance required. Town of Barnstable E-Code, Section 360-1: The soil absorption system will be located 59 feet away from a wetland, in lieu of 100 feet minimum separation distance required. Town of Barnstable E-Code, Section 360_1: The pump chamber will be located 51 feet away from a wetland, in lieu of 100 feet minimum separation distance required. 310 CMR 15.240(9): The soil placed as back-fill over the system will not meet the minimum of nine inches as required. 310 CMR 16.248: No reserve area provided as required. These variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Q:CadillacHardyLaddRoad (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 five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in strict accordance with the engineered plans dated June 14, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated June 14, 2005. (5) The wastewater effluent shall be tested quarterly during the first two years of operation. Testing may be suspended during winter months when home is vacant. The wastewater effluent shall be tested for pH, total Suspended Solids (TSS), BOD5, Nitrite, Nitrate, and Total Kjeldahal Nitrogen (TKN). (6) After two years of operation with the new system (in 2007), the applicant is required to come back to the Board of Health during a public meeting for a determination of future testing frequency and parameters. (7) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet the maximum feasible compliance standards contained in the State Environmental Code, Title 5. Sinc rely your , W Iler, M.D. Ch irma Q:CadillacHardyLaddRoad cv 1 I LO f` �O I 00 N 1 � I I ► a. r► 1 I S�c, B. R. �. Ho f o �— f3 U 3 �D 1 0 c 1f E d . . .. @ nn @ y 0 L N $ i 1 j 000 in N vo o DluoJ6 7- • 1 � III1 � J : N A Q U : TH3 L . . . . . .. . . . .. . . . . . .. .. . . m F47 -- �� L d� 12 i q` J _ t 1121 loe Teo- j P-- l /3"Y 3'it r n c c3 '7 I / `ic v' (g (7 ( 1-° - e� l31Iq �� t 1 3�� AUG-04-05 01 :31 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 02 0 03,'201 19: 6 F.A.l 800575775--3 Lee 30U s WTI WTI Wastewater Technologies, Inc. Sustainable SOl2ltti7rtS far-OMr to Wastewatc ? cttrrtent August 3, -G05 Ronald J. Cadillac, P>!S.,RS PO fiox 258 Neat Yam10U h, MA 02673 RE;Testing Requireme,nis, Hardy System, Centerville, MA Mr Cadillac, Here k a br©okdowr cff tinting for a Mode 3 treatment system design Bedrooms; 5 6ysterr,type; Mode 36 PH Maid) T:SS (Total Su3pended W46) BOD5 (Biochemical Oxygen Demand', Ndrite(NO2) Nitrate(NO3) Nitrogen, Total Kjeldahal (TKN) if you have. any questions, please feel free to call me. Sincerely, Lee Jones Wastewater TeMnk*ologles Inc. ..._ WTI Headqui-tern WTC-sc:ufh WI-1 N RhDde IsIaL'd 29 F1 t Rood P.O.Box 94 70 Vermont Ave. UDit A Mi.Uozi,1T o_c�468 Svurtow River.YT aSi r4 Wjrwick Rr 02888 l t-%P Pray+ 877.212.32 2 www wasir.watericchne,looies.com Fax 802.8913.0005 AUG-04-05 01 :31 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 01 RONALD J. CADILLAC, PLS, RS, P.C. Profcssional Land Surveyor&Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 TRANSMITTAL FORM To: C. � n� Job No. T� Uc � AG� t Re: _ �� L A b Y V Date: .__ ( _ Certified : ❑ No. Fax ❑ Enclosed; Message: 4 C.t9 0 (� P4 -T -�s T0i'4 twrn h �jo 2-) T� C AAA L01 Y�--j vC-j7-10 . AUG-04-05 03 :04 PM R. J. CADILLAC, PLS, RS 508 775 9700 P. 01 RONALD J. CADILLAC, PLS, RS, P.C. Professional Land Surveyor& Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 (800) 520-5591 TRANSMITTAL FORM To: Job No. Re: Date: 3 :�f S Certified : ❑ No. Fax Enclosed: _ /1 _ Mcssagc: _-- I pr McKean, Thomas From: Ron Cadillac[radillac@yahoo.com] Sent: Monday, July 11, 2005 4:00 PM To: Health Subject: 90 LADD RD/10 BOXWOOD REGARDING HARDY'S PROPERTY ON 90 LADD ROAD IN CENTERVILLE AND WHYTE'S PROPERTY ON 10 BOXWOOD IN WEST BARNSTABLE, BOTH NEED TO'BE CONTINUED UNTIL THE NEXT MEETING IN AUGUST. THANK YOU, CALL WITH ANY QUESTIONS. RON CADILLAC Sell on Yahoo! Auctions - no fees. Bid on great items. http: //auctions.yahoo.com/ 1 1 0 i o d • 0 0 f7 0 e r•r r - t � Since 2001, the performance of AdvanTex®Treatment In.Virginia; North Carolina, and Rhode Island, some of Systems has been tested in 11 different programs.These the systems tested in Mode 1 incorporated two tanks, include testing performed by outside companies or agen- a primary tank and a recirculation tank. In the primary s cies(third-parry); contract testing performed by Orenco tank, sludge and scum are separated from liquid effluent, distributors(second-party);and Orenco's own testing which then flows into a separate recirculation tank, into o (first-party). More than 1300 samples are represented which the AdvanTex filtrate is recirculated. in these tests. The results show that AdvanTex systems easily meet advanced treatment standards for BOD, About the Results TSS, and total nitrogen. Tlne pages that follow summarize the results of these About System Configurations testing programs. For ease of comparison, we have included information about the circumstances of each As shown in the illustrations below, AdvanTex systems test. If you have any questions regarding this summary, can be configured in two ways depending on the degree please contact Sam Carter, Government Relations ? of total nitrogen reduction required. In Mode 1, filtrate Manager, Orenco Systems, Inc., (800)536-4192,-e-mail: from the AdvanTex pod is recirculated to the secondary scarter@orenco.com. chamber of the septic tank. In Mode 3, the filtrate is recir- culated to the primary chamber, where the environment favors further denitrification. i :. st+erx:nr Mode 1 with Mode 3 with Mode 1 with primary tank processing tank processing tank and recirculation tank BASH COLUMBIA Processing Tank Influent NSF Standard 40 Testing,U20 Mode 1 Ceuns TSS Total N (Third-Party) _ OWIL) Im91L) (mglL) Mean 166 292 33 About the Testing:Orenco contracted with Novatec to test an AX20 Mode 1 Median 140 200 32 system in support of its application for NSF approval.Novatec conducts.official Standard Deviation 82 219 8 ANSVNSF Standard 40 testing under contract to manufacturers at its facility Number of Samples 108 108 27 in Squamish,British Columbia.Testing is done at a wastewater facility that — serves a residential subdivision.Composite sampling was used throughout this AdvanTex Effluent evaluation. Although the ANSVNSF Standard 40 protocol does not require it,Orenco ca005 TSS Total N Turbidity _ too] (WO) /mg/L) (NTU) elected to sample for total nitrogen. Mean 5 4 12 4 Oates:May 2001-November 2002 Median 3 3 13 4 Total nitrogen testing:August 2001-February 2002 Standard Oeviation 3 6 3 1 Average Daily Flow:500 gpd Number of Samples 109 109 27 118' System Configuration: Mode 1 recirculating into the second compartment Percent Reduction 97% .99% 64% NA of a 1500-gallon tank 'Rook samples during stress periods ©AM Orenco Systems*Inc.•8W348-9 6•www.orenco.com AHO-ATX-PEBF Rev.1.1.©3/05 Page 1 of 4 R Performance Summary * Advan7axOTreatmenl. Systems 0 Provided by t BRITISH COLUMBIA QQJ_ORADO Startup Testing,AX20 Mode 1 (Third-parry) Roger Shafer,"Use of a Recirculating Textile About the Testing:This was part of Orenco's ANSVNSF Standard 40 official Filter Followed by a Polishing Sand Filter...,"* testing,conducted by Novatec.The Standard 40 protocol allows a start-up AX20 Mode 3 (Second-Party) period of three.weeks.We elected-to start testing Within three-days-of startup. . Below is the average performance for the first five days.Composite sampling About the Testing:This test involved one AdvanTex system at a single-family was used throughout this evaluation. home. Dates:May 2001 Dates:Summer 2001 Average Daily Flow:500 gpd Average Daily Flow:209 gpd(April 2001-August 2001) System Configuration:Mode 1 recirculating into the second compartment System Configuration:This system consisted of two AX10s(which together of a 1500-gallon processing tank have the same treatment capacity as an AX20),configured in Mode 3,recircu- lating to the primary compartment of a 1500-gallon processing tank. Processing Tank Influent cBOD US Septuc Tank Effluent** _ s 600A) (mg/L) cBODs TSS Total N Fecal Coliform"' Mean 204 316 (;;�i) (mg/L) (m941 (co0W mL) Number of Samples 5 5 Mean 154 96 38 >10,000 AdvanTex Effluent Number of Samples 5 5 5 5 cB00s TSS Turbidity AdvanTex Effluent (WNW (1119 V (NW) c80Ds TSS Total N fecal Conform"' Mean 17 4 9 Img/t) (mgm (msa) (com ML) Number of Samples 5 5 5 Mean 5 6 13 4522 Percent Reduction 98% 99% Number of Samples 5 5 5 5 Percent Reduction 97% 94% 66% NA BRITISH COLUMBIA Roger Shafer, "Use of a Recirculating Textile Fdter followed byaPolish- ing Sand Filter for Onsite Wastewater Treatment in Colorado's Frac- AX20 Mode 3(Third-Party) tured Bedrock Environment,"presented at the Fractured-Rock Aquifers 2002 Conference.March 13-15,Denver,Colorado About the Testing:After completion of the ANSVNSF Standard 40 testing, Orenco contracted with Novatec to evaluate denitrification performance of the "Froe septic effluent samples were collected from the system between same AX20 system in Mode 3.Composite sampling was used throughout this, ApnT and^'ay 2001 using a 314-in.clear plastic tank sampler.Sam- evaluation. pies were collected from the outlet tee of the septic tank before instal- Dates:December 2002-December 2003 latibn of the AdvanTex system. —Calculated as geomeMc mean Average Daily Flow:500-gpd System Configuration:Mode 3 recirculating into the primary compartment �OLORADO of a 1500-gallon processing tank Jefferson County Required Testing,AX20 and AX30 Pressing Tank Influent Mode 3 (Second-Party) C8005 US Total N (myAL) 094) (MWV About the Testing:Orenco distributor Roger Shafer sampled 27 systems at Mean 112 170 34 single-family residences as required by the Jefferson County Health Depart- Median 104 137 33 ment as an operating permit requirement. Standard Deviation 42 48 -7 Dates:October 2003 and May 2004 Number of Samples 7 7 5 System Configuration:Three AX20 systems and twenty-three AX30(AX20 &AX10)systems were all configured as Mode 3,recirculating into the primary AdvanTex Effluent _ compartment of a processing tank. cBODs US Total N Turbidity AdvarrTex Effluent__ _ Im9�4) /m9/L) ImgA) (NTO) Flu.. -x - Mean 7 9 10 9 TotalN/mg/L)� .,-.. .- .. Median 5 5 10 6 AX3n AX20 Standard Deviation 8 9 3 5 Mean 17 17 Number of Samples 9 9 24 23 Median' 14 14 Percent Reduction 94% 95% 71% NA Standard Deviation` 5 2 Number of Samples 37 7 'For the 10 sites that have more than one sample AHO-ATX-PERF ©2005 Orenco Systems'Inc.•800.3411-9843•www.orenco.com Rev.1.1.©3/05 Page 2 of 4 i Performance ° Treatment Systems ,-, by Orenco SystemsO, NORTH CAROLINA 9BEGON Controlled Demonstration Testing Program, La Pine National Demonstration Project,AX20 Mode 3 AX20 Mode 1 and Mode 3 and AX100 (Second-Party) (7hird--Party and First-Party) About the Testing:This test,conducted under state oversight,involved 15 About the Testing:This project is a cooperative effort by the Deschutes AdvanTex systems at single-family-homes and vacation rentals.The data County Environmental Health Division,the Oregon Department of Environmen- include results from both AX20 and AX100 systems. tal Quality,and the U.S.Geological Survey.The purpose of the project was to evaluate innovative denitrification technologies in an area of the state where Dates:August 2003-present climate and soil conditions are unfavorable for denitrification and the risk of Average Daily Flow:75-2200 gpd groundwater contamination is high.As part of the project,three AX20 systems System Configuration:All but one system were configured as Male 1 with were installed at single-famity residences.In addition to the samples required recirculation into a recirculation tank located after a separate primary septic for the project,some samples were collected by Orenco. tank.A single system was configured as Mode 3 with a single processing tank. Dates:January 2002•present Mode 1 stems, Septic Tank Influent Average Daily How:108-334 gpd cBODS TSS Total N' Fecal Coliform•• System Configuration:Mode 3 recirculating into the primary compartment i-;; ) (mg/L) (mg/L) (co111W mL) of a 1500-gallon processing tank Mean 214 55 67 NA S_a tic Tank Effluent* Median 231 57 72 NA CBOD TSS Total N Fecal Coliform" Standard Deviation 90 13 19 NA _ (mgz (me) (mglu (coOM ML) Number of Samples 30 30 26 NA Mean 288 112 61 5.5 x 104 Mode 1 Systems, AdvanTex Effluent Median 270 ` 66 62 4.0 x 10° cBODs 1'SS Total N— fecal Coldorm— Standard Deviation 140 204 20 4.5 x 106 (raga) (wS4) (m&4) (c0&7W mL) Number of Samples 70 70 70 70 Mean 4 5 25 1655 Average of all other sites where septic tank effluent is being sampled Median 4 5 22 1710 Calculated as geometric mean Standard Deviation 2 2 11 2857 Mode 3 Systems,AdvanTex E_lfluent Number of Samples 47 46 42 27 "` cBOD, TSS Total N Fecal Coliform• Percent Reduction 98% 91% 63% . NA _ (mga) (ma) (mg/L) (coJ4W mL) Mode 3 Systems,AdvanTex Effluent Mean 11 7 17 2.0 x 1W cBODs TSS Total N_ Fecal Coliform" Median 10 6 16 2.3 x 104 (nol) (mg/L) (mg/L) (co#yggmL) Standard Deviation 5 3 6 9.9 x 10, Mean 6 6 12 2312 Number of Samples 92 94 92 67 Median 5 - 6 12 2800 Percent Reduction 96% 94% 72% 64% Standard Deviation 2 1 2 2652 •Calculated as geometric mean Number of Samples 3 3 2 3 7Nas TICN HH DE ISLAND '•Calculated as geometric mean Block Island Demonstration Project AX20 TN=TM+NO3 N+NOZ N Modes 1 and 3 (Third-Parry) About the Testing:This test involved nine AX20 systems at single-family homes and vacation homes. Dates:March 2002-present Average Daily Flow:70-488 gpd System Configuration:Three systems were AX20s configured as Mode 1, recirculating into a recirculation tank located after a separate primary septic tank.Six were AX20s configured as Mode 3,recirculating into the primary compartment of a 1500-gallon processing tank.It should be noted that because of installation problems,all of these systems have a reduced air flow through the pod. [continued] O 21105 Orenco Systems*Inc.•800-348-SM•www.orenco.com AHO-ATX-PERF Rev.1.1,©3/05 Page 3 of 4 I i Performance Summary dpwan.,--Taxe Treatmenli Systems Provided by Orenco SystemsO,Inc. RHODE ISLAND: BLOCK ISLA D CONTINUED VIROINIA _ Mode 1 S stems Se tic Tank Effluent AX20 Mode 1 and Mode 3 (Third-Party) c800s TSS Total N About the Testing:Conducted by Mark Gross,PE,PhD,of the University of (mg/L) (mg/L) (mg4) Arkansas Department of Civil Engineering,this test involved AX20 systems Mean 219. -_ 44 67 installed at 1.7 single-family homes: Median 221 43 58 Dates:October 2002-present Standard Deviation 50 10 18 Average Daily Flow:90-308 gpd Number of Samples 29 27 27 System Configuration:Mode 1 (4 sites)recirculating into a recirculating tank Mode 1 Systems,AdvanTex Effluent located after a separate primary septic tank;Mode 3(13 sites)recirculating C800s TSS Total N into the primary compartment of a 1500-gallon processing tank (AMA) (mg/U (MOV Mode 1 Systems, AdvanTex Effluent Mean 22 7 36 Median 23 6 36 c800, TSS Total N Standard Deviation 5 2 11 (mg/U (mg/L) (mg/UMean 7 12 20 Number of Samples 23 22 22 Median 6 12 20 0% 84% 46% Percent Reduction 9 Standard Deviation 5 6 8 Mode 3 S stems,AdvanTex Effluent Number of Samples 25 26 25 c80Ds TSS Total N Mode 3&stems,AdvanTex Effluent .r (mg/L) OWL) (mg/L) c800 TSS Total N Mean 17 9 23 (mgRj Img/U (mg/L) Median 18 8 25 Mean 7 8 20 Standard Deviation 7 3 8 Median 5 7 18 Number of Samples 38 33 34 Standard Deviation 5 4 11 Number of Samples 77 76 75 RHO12E_ISLAND Green Hill Pond Watershed Demonstration YMILO®LOCATIONS Project,AX20 Mode 3(Third-Party) AX100(Rir;second-,and Third:Party) About the Testing:The University of Rhode Island Cooperative Extension About She Testing:Data On-site Wastewater Training Center constructed and is testing several innova- � is being collected from sixteen AX100 systems on tine septic systems,including five AdvanTex systems,in the Green Hill Pond varlousl commercial-and large residential applications. Watershed.The Training Center is evaluating the systems'performance and Dates;June 2002-present using the installations to train installers,homeowners,designers,and Average Daily How.1.100-14,000 gpd regulators. Dates:August 2003-present Systems Configuration:All the systems are AX100s.None are configured to achieve the maximum amount of nitrogen reduction possible. System Configuration:The project includes five AX20s at single-family homes,all configured as Mode 3,recirculating into the primary compartment fttic Tank Effluent of a 1500-gallon processing tank. c800s TSS Total N (mg/L) (m94) (mg/L) Mode 3 Systems,AdvanTex Effluent Mean 364 130 53 GOOD, TSS Total N Median 334 66 56 (myA) (mgA) (mg/U Standard Deviation 289 181 24 Mean(all sites) 7 5 19 Number of Samples 26 26 11 Median 4 2 13 Standard Deviation 6 8 18 AdvanTex Effluent Number of Samples 9 9 9 c800., f TSS Total N Img/U Img/L) (mg/L) Mean 8 6 21 Median 6 5 17 Standard Deviation 5 5 16 Number of Samples 80 84 42 Percent Reduction 98% 95% 60% AWAMPERF ©2005 Orenco Systems''Inc.•800.348-9843•www.orenco.com Rev.1.1.©US Page 4 of 4 . 0 . . I COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si re item 4 if Restricted Delivery is desired. Cal/ 9en X ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. R ived by(Printed Name) C. Date of D'neliverer ■ Attach this card to the back of the mailpiece, V S or on the front if space permits. D..Is delivery address different from Rem 1? ❑Y.ess 1.,Article Addressed to: If YES,enter delivery address below: ❑r/' C/ 3. Service Type �V" v ❑Certified Mail ❑-Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Numb(Transfer fromerseivice � j�a o 4 H 2 5101 a o a a 3 0 4 3 ] 6'2 2 I �GLO PS Form 3811,February 2004 Domestic Return Receipt 102595 -M-tSao UNITED STATES-POSTAL SERVICE First-Class Mail Postage&Fees Paid . USPS Permit No.,G-10 -- I •Sender: Please print:your name; address, and ZIP+4 in this box • I I I I RON'ALD J. CADILLAC,PLS,RS PROFESSIONAL LAND SURVEYOR REGISTERED SANITARIAN P.O.BOX 258 WEST YARMOUTH,MA 02673 t) 1 1 1t11ililltIII IIIfI III III III Ili 11if11if III[till Ili It11111I PJA f dlt / SENDER: COMPL ETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■'Complete items 1,2,and 3.Also complete A. Sign item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse X L"' ❑Addressee so that we can return the card to you. Recei ed by(Printed Name) C.pate of Deli ■ Attach this card to the back of the mailpiece, V/ or on the front if space permits. Is delivery address different from item 1? ❑Ye . 1. Article Addressed to: If YES,enter delivery address below: ❑No -� C ,2c �rcj- q n , �� ass �� 3. Service Type ❑Certified Mail 0-Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article rf. � i �7004'# 2°510 #0000 13043 #1' 46#### (Transfer rfnmkr, �rclq C PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES-POSTALZLRVICE First-Class Mail Postage&.Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • RONALD J.CADILLAC,PLS,RS I PROFESSIONAL LAND SURVEYOR REGISTERED SANITARIAN P.O. BOX 258 WEST YA MOUTH,MA 02673 i Nor-=- RONALD J. CADILLAC, PLS, RS, I--'. Land Surveyor&S_an_itaria_n_ P.O. Box~258 --�— _.. LLJ West Yarmouth, MA 02673 ¢s. RM IIT-H;MA� 0_ _0+0 0_ 0_ _3_0 4'3- --1639 p PO 020 '7D04 25 MAY 31 05 STA.101F AMOUNT j q,r H I 9261 � 92 !l 02632 00056899-Ili .4 zS e� o we 6 - © ,, ,,, o, } -, o e4 SENDER: �i COMPLETE THIS SECTION ON DELIVERY COMPLETE ■ Complete items 1,2,and 3,Also complete .' A. Signature i item 4 if Restricted Delivery is desired. X ❑Agent i '—, ❑Addressee I I N Print your name and address on'the're_verse' so that we'can return the card to you. B. Received by(Printed Name) C. Date of Delivery I ■ Attach this card to the back of the mailpiece, I or on the front if space permits. D.Is delivery address different from item'1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No l ! 7V Lr�c1� Rom, C����(-�t Ile 3. � �A - Service Type ❑Certified Mail ❑Express Mail ' ❑Registered ❑Return Receipt for Merchandise ~ ❑Insured Mail ❑C.O.D.. f 4. Restricted Delivery?(Extra Fee) ❑.Yes• i 'rt 2. Article Number i, .}700'42510 0000 3043 1639 (Transfer from service 1 1 i PS Form 381:1`,February 2004 Domestic Return Receipt 702595-02-M-1540 REQUEST FOR DETERMINATION OF APPLICABILITY ABUTTER NOTIFICATION LETTER DATE: 5 /�� / O' RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a Request for Determination of Applicability application has been filed with the Barnstable Conservation Commission. APPLICANT: (A f to V ICI . i 5WAVA ARR— PROJECT ADDRESS OR LOCATION: �(Q L.A C� C c N3 t F IL\i►t,k,E ASSESSOR'S MAP&PARCEL: MAP ZG(Q PARCEL t)(3 PROJECT DESCRIPTION: I.I PC,?Aim of Ed STF_M To ►�►c,�.v��S AN A1NAkyT .YC -Mr-ATmWNT i APPLICANT'S AGENT: (miuuCkc ,PL 3 ts,PC_ P.d. C�ti� 2.s8 w �}A 2MULATJ, M A 0?%1 PUBLIC HEARING: Barnstable Town Hall,367 Main Street, Hyannis Hearing Room-2nd floor DATE: TIME: P M NOTE:Plans and application describing the proposed activity are on file with the Conservation Commission(508 862-4093) 01 RONALD J. CADILLAC, PLS, RSj-P.C! ; Land Surveyor&Sanitarian P.O. Box 258 West Yarmouth, MA 02673 I u.s. POSTAGE tl II F 7004 2510 0002 _3043 1615 WEST Y OIITH,MR O0RM2673 y - ' MAY 31. 05 ^. AMOUNT JpV/TFDSTdTES ©'* POSTALSERVICE a } ° 'Qj r°' h l� E . 1 J ' 9261 1.�� 1� _ 02632 00056899v1 lj � °tier� o, MA ` SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes. 1. Article Addressed to: If YES,enter delivery address_ below: ❑ No CeoAc- V1110. 1 ►'nA 6z 3 2 3. Service Type ❑Certified Mail ❑Express Mail .r i ❑Registered ❑Return Receipt forMerchandise c'l" I�l' .� ❑Insured Mail ❑C.O.D. I w z X- -_ f _•_ �� N I I o M v 4. Restricted Delivery?(Extra Fee) ❑Yes..: 74 _2510 .0000 3043 1615- � f�1',�] _ I PS Form 1',LFe6C'4y 2004 Domestic Return Receipt 102595-02-M-1540 RONALD J. CADILLAC, PC, PLS, RS Professional Land Surveyor Registered Sanitarian 411 Rte. 28, P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 May 31, 2005 ADMINISTRATIVE REVIEW OF VARIANCES BARNSTABLE BOARD OF HEALTH To: Abutters , Project Location 90 Ladd Road, Centerville,MA. AM-206-58 Applicant: Dick and Sarah Hardy 41 McGregory Road Sturbridge,MA. 01566 Project Description: Applicant seeks to repair a failed septic system. Variance requested: 1. Vary leaching to coastal bank by up to 48' (52' min. provided.) Local Reg. 2. Vary leaching to a wetland by up to 41' (59' min. provided.) Local Reg. 3. Vary total cover over leaching to be 10"min.where shown in plan. 310CMR 15.240(9) 4. No reserve area 310CMR 15.248 Applicants Agent: Ronald J. Cadillac Hearing Scheduled: A hearing for this project will be held on June 14, 2005 at Barnstable Town Hall,2nd floor hearing room, at 7:00pm. Plans are on file at the Health Department(508-790-6265), which is open Monday thru Friday, 8:30am to 4:30 pm. RONALD J. CADILLAC, PC, PLS, RS Professional Land Surveyor Registered Sanitarian 411 Rte. 28, P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 May 31, 2005 ADMINISTRATIVE REVIEW OF VARIANCES BARNSTABLE BOARD OF HEALTH To: Abutters Project Location 90 Ladd Road,Centerville,MA. AM-206-58 Applicant: Dick and Sarah Hardy 41 McGregory Road Sturbridge, MA. 01566 Project Description: Applicant seeks to repair a failed septic system. Variance requested: 1. Vary leaching to coastal bank by up to 48' (52' min. provided.) Local Reg. 2. Vary leaching to a wetland by up to 41' (59' min.. provided.) Local Reg. 3. Vary total cover over leaching to be 10" min. where shown in plan. 310CMR 15.240(9) 4. No reserve area 310CMR 15.248 Applicants Agent: Ronald J. Cadillac Hearing Scheduled: A hearing for this project will be held on June 14, 2005 at Barnstable Town Hall,2nd floor hearing room, at 7:00pm. Plans are on file at the Health Department(508-790-6265), which is open Monday thru Friday, 8:30am to 4:30 pm. l IMMEDIATE ABUTTERS OF ASSESSOR'S MAP Z.aA PARCEL S 9 f3 Map 2OLO Parcel 5-1 Name: Name:PNit t P€ inGANA R. Address: Address: 78 L n o4 a te. mA- G2(5)60- Map Parcel Map Z.O U Parcel 59 UU Name: Address: Name: A%9-U1E (ZFAL-11 IMC. Address: —1 1�;fZ.Ow kU 2.p. &"V--T o►.3, rnA. b1 S,+9 Map Parcel Map Parcel Name: Address: Name: Address: Map Parcel Map Parcel Name: Address: Name: Address: Map Parcel Map Parcel Name: Name•, Address: Address: Map Parcel Map Parcel Name: Name: Address: Address: DATE ABUTTERS WERE IDENTIFIED: SIGNATURE Map Parcel - J CKM 19 aAo� Rw ...Town of Barnstable®. DATE: 90ar6 of Health 200 Main Street,Hyannis MA 02601 Office_ 508-8624644 Susan Q Rask,KS. FAX: 509-79"304 Sumner Kaufman,M.S-P1i Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address:�C) ( A UJL! RD . - C'F r,.Y "r 2U UL L MA - Assessor's Map and Parcel Numbw.. 2.0(Q1 S 8 Size of Lot Wetiands Within 300 Ft. Yes X Business Name: y� No Subdivisio amen (A� totsipp aF l,anct to cen4:$arn, (A A pfs,pe a130firl 4. ly e a APPLICANT'S NAME: Dick k S� ykn R Uy Phone sob 3q 7 - CA 3 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY At(O3-�W NCEiR St NAME I CONTACT PERSON Nme . K C.ame: tA Address:4-I (fI C (3 Q,G ov-A 2a. Address: P.Q- $O)L- 2 5 g, U%j • 1A(Z hkAk-r l, 5rUQj5j% �Q , MA, G)Sbh p u �. Phone: S Q z5 tl'7 - 118 3 Phone: 16d0 s L7 VARIANCE FROM REGULATION(tom REASON FOR VARIANCE(May attach if more space needed) Wit. 1 . o ou Sal bui\K bg u" lk2o eoorn 4S' S2' a,► L�C4l 2�..� -� 2• of I not 10 u) glut+ v Ab n7 U '2000^ Z 41' q vftf% ovt c Lac7ak e , ?r —to-rc oat: eac rn o p" tocft2 )) �(ZlVf.iR� �( GtQ AlJtl?V a) NA OWORK: oti a6n House Renovation Repair of Failed Septic System 4_ 00 fCS r,re- GrCCII lONK IS,249 A v rCX» C9mcWw(to be c-Ffeted by offuae agq�peison ewer—g vorfance request opplicwion) _ Fair(4)cWies of thecompleWd vamme regtst fom _ Four(4)copies of®gineeied plan submitted(eg.septic system Plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.pr house plans or restaurant kdchen plans) Signed letter stating that the property owner authorised you to represent b®Ther for this request _ Applicant understands that the abu to s must be notified by certified mail at least ten days poor to meeting date at applicant's expense (far Title V and/or local sewage vegutatum variances only) _ Full menu submitted(for grrwe trap varmw a requests only) _ Variance request application fee coIlectW (on fee for lifeguard modification renewals, grease trap variance renewals [same ow wdkasee onlyl outside dining variance renewals[same ownafleasee omlyl,and variances to repair failed sewage disposal systems [only ifon expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan Q Rask,R.S.,Chairman p NOT APPROVED SUM=Kaufman,M.S.P-B- REASON FOR DISAPPROVAL Wayne A Miller,M.D. C:\Doeumtents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ_DOC _._T" t 6w �� Town of Barnstable �OptME 1p� Board of Health BARNSTABLE, : P.O.Box 534,Hyannis MA 02601 y MASS. 1639• Agreement to Extend Time Limit for Acting Upon a Variance Request LdIn the Matter of a variance request form received on the Petitioner(s), Rs regarding the property at 9 Llid L the petitioner(s) and the Board of Health agree that the Board of Health has until (insert date) to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner Board of He r Signature: Signature: Petitioner(s)or Ph onerCAAAli-,, 's Representtative hairman Print: c�A11� �C�' Print: Susan Rask, R.S. Date: 6 [ 1410 2000 Date: 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Form 2 — Determination of Applicability MASS.�r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Chapter 237 of the Code of the Town of Barnstable DA-05058 A. General Information Important: When filling out From: forms on the Barnstable computer,use Conservation Commission only the tab key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Richard B. &Sarah C. Hardy return key. Name Name 41 McG dress Road M +� Mailing Address Mating Address Sturbridge MA 01566 City/rown State Zip Code City/rown State Zip Code 1. Title and Date(or Revised Date if applicable)of Final Plans and Other Documents: Revised Site Plan for Richard B. &Sarah C. Hardy 5/14/05 Title Date Title Date Title Date 2. Date Request Filed: May 31,2005 B. Determination Pursuant to the authority of M.G.L.c. 131, §40,the Conservation Commission considered your ` Request for Determination of Applicability,with its supporting documentation, and made the following Determination. Project Description (if applicable): Upgrade the septic system on and existing house with a new Title 5 system. Replace existing cesspools with a new leach area 52'from the top of the coastal bank and 59'from the edge of the saltmarsh An alternative septic system is proposed Project Location: 90 Ladd Road Centerville Street Address City/Town 206 58 Assessors Map/Plat Number Parcel/Lot Number wpafom2.doc•rev.3M/05 Page f of 5 LIMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 6;, ►`'$ and Chapter 237 of the Code of the Town of Barnstable . DA-05058 B. Determination (cont.) The following Determination(s)is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note:No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation(issued following submittal of Simplified Review ANRAD)has been received from the issuing authority(i.e.,Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling,dredging,or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate.Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ❑ 2b.The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3.The work described on referenced plan(s)and document(s)is within an area subject to protection under the Act and will remove,fill,dredge,or alter that area.Therefore,said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s)and document(s)is within the Buffer Zone and will alter an Area subject to protection under the Act.Therefore,said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5.The area and/or work described on referenced plan(s)and documents) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Ordinance or Bylaw Citation •seaiorm2.doc•rev.3/1105 Pape 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 "¢•�e� and Chapter 237 of the Code of the Town of Barnstable DA-05058 B. Determination (cont.) ❑ 6.The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s),which includes all or part of the work described in the Request,the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c.for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located,the subdivided lots,and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located,the subdivided parcels, any adjacent parcels,and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability,work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department.Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1.The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2.The work described in the Request is within an area subject to protection under the Act, but will .not remove,fill, dredge, or alter that area.Therefore,said work does not require the filing of a Notice of Intent. ® 3.The work described in the Request is within the Buffer Zone,as defined in the regulations, but will not after an Area subject to protection under the Act.Therefore,said work does not require the filing of a Notice of Intent,subject to the following conditions (if any). Sediment controls shall be deployed. Prompt loaming and seeding required. ❑ 4.The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone).Therefore,said work does not require the filing of a Notice of Intent, unless and until said work afters an Area subject to protection under the Act. ,:matorm2.doc•rev.3/1/05 Page 3 of 5 LIMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands ' WPA Form 2 — Determination of Applicability - I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 10 B. Determination (cont.) ❑ 5.The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) ❑ 6.The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on by certified mail, return receipt requested on Jul. 1 8 2005 Date Date This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Plans which are valid for the duration of the Plan).This Determination does not relieve the applicant from complying with all other applicable federal,state,or local statutes,ordinances, -bylaws,or regulations. This Determination must be signed by a majority of the Conservation Commission.A copy must be sent to the appropriate DEP I Office(see Appendix A)and the property owner(if different from the appli . ig tur s: On this ay of 2 ADS before me personally appeared a-ice ,to rite known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed tre same as his/her free act and deed I At N�oltaary Public ,4 0 My c mm ssion expires wpafomm2.doc•rev.1211SM Page of 5 LIMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands - I WPA Form 2 — Determination of Applicability - � - Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 6s%hey and Chapter 237 of the Code of the Town of Barnstable DA-05058 D. Appeals The applicant,owner, any person aggrieved by this Determination,any owner of land abutting the land upon which the proposed worts is to be done,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office(see Attachment)to issue a Superseding Determination of Applicability.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant.The request shall state clearly and concisely the objections to the Determination which is being appealed.To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations,the Department of Environmental Protection has no appellate jurisdiction. •.voaiom,2.doc•rev.3/1/05 Page 5 of 5 RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth,MA 02673 (508) 775-9700 Date: August 10,2004 Client: M/M Dick&Sarah Hardy Locus: 90 Ladd Road 41 McGregory Rd. Centerville=A.M.206/58 Sturbridge,MA 01566 Phone: 508-347-9183 Job: ,septic design jdsite plan ❑stakeout ❑ asbuilt ❑prop. survey ❑ other Description: Design conventional Title 5 septic system for existing 5 bedroom+ 1 potential bedroom house on river. Elevations to be tied into NGVD. (includes 10town perc fee). Wetland boundaries to be delineated by wetlands expert(Estimated to upon& Addevif wall design needed,for pump design add for impervious barrier addf If alternative septic system needed addM for Fast or Singulair design, or dW different type of alternative system is used. If BOH variance hearing required add#AMlus postage and fees If Conservation filing required add Wfor RDA,or mfor NOI,plus postage and fees Backhoe expense at percolation test is additional(usually 40) Inspection at time of construction is additional (usually ) Filing for State approval of variances, if needed,ft plus postage and fees Not Included: (If encountered)Out of office conferences with town/state officalslw, additional perc tests,repair of sprinkler lines or other unmarked utilities severed during perc test,utility markout,recording/filing fees,postage,delivery of plans to town/state,or backhoe expense at perc tests. Estimate of Cost: Soplus backhoe expense and above additionals needed Signature: `'-t Date: 0 If you wish us to proceed please send a$600 deposit,and sign below,returning one copy to us with deposit. Payment is due when plans are received. Call with any question. Thank you. Clients signature: _ = Date: y 17 vv ONCE Y slit] t a t w j tl it i i / r I BENCH MARK--TOP SPIKE SET i 9.8 �, �p JOB N0. B04-17 DOWN 1"=5.80 TOWN GISt 0.4' I LETTERED rLAGS NOTES Hardy.dwg BY R.J. (W-3" OFF CENTER POLE & 21'-10" OFF WALL) ` I 8 2 CADILLAC 1. LOCUS IS A.M. 206, PARCEL 58. N F AIRLIE 6 0 ' N 2. ELEVATIONS SHOWN ARE TOWN GIS f0.4' FEALTY Xet N/F 3. LOCUS IS IN FLOOD ZONE A13(EL11) ON FIRM DATED JULY 2, 1992. `� 6,2 St EOMA c� 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) as �o � co INC. , MEANY 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ° '�° °a $ w !L 4'et n 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. �o a Q Stone �o 7 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". BENCH MARK--TOP OF WOOD _ 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW Parking STAKE SET FLUSH=8.62 ASSIGNED 7' EOM16 m D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. O • 5, 0� MOVE WATER SERVII.t 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO M 1 'y F I 1'` 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. SCALE 5 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, -13 o # 5,9 S �842'0p„ E edge I CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. LOCATION MAP 133,23._* stone 8 I 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 1 x ............................... 8 EOM15 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 1 �`'`'`'► - r•' " ''� LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. h TBA v r a ,?` 8.62 TBB 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) p1 1\ is : � / 5 I RAISE GRADE AS SHOWN OVER LEACH AREA. 0 7.8 1 y / clean ou 2 Fill Stone �p f.:::::�s 6.7 Ate' �p Parking f::=: x _ ter...... tom' l SPECIALLY MODIFIED SHOREY TEST HOLE DATE: November 1, 2004 - / -f.:. :i _ 2000 GALLON MONO TANK PERFORMED BY: Ron Cadillac, Soil Evaluator 30" EOM1 -e TB1 - - _ - ?: 8.7 WITNESSED BY: David W. Stanton, IRS C1 layer 7.5yr 5/6 :.... :' W ADVANTEX AX-20 CW Mode 1 B PERC RATE: <2'-00" inch C layer) coarse sand w _.1...... z T810 / / �-` ..... I 1 SEE DETAILS-SHEET 2 / ( bands icv � �' ) SOIL SURVEY(1993): Carver coarse sand 2.5y 6/2N a�2 52) GEOLOGIC MAP(1986): Barnstable plain deposits 60" 2.8 o f . E M"1�4 �� O 61• � / Invert 8.27 SHOREY H-20 48" DIAM. C2 layer 2.5y 7/2 6' 9.2 � �.6 Z / Exist.Cron PUMP CHAMBER , (SEE DETAIL-SHEET 2) 38 X 20 LEACH FIELD9.0 coarse sand EOM2 / AdvanTex 2" SCH 40 DRILL 1/4- WEEP/VENT HOLE :::..... ::....... ....::::.. \ TB2 F�1 9,i � �� Pods 1.5" SCH 40 1. S=1/2 /ft Top halfpipe=5.8 98„ -Observed Wate -.4 n \ ,C B.M. CORNER CONC. --- 9.24 Q Proposed To eastone=5.6 STOOP=6.14 GIST U I OM13 500 5,33 Alarm 3" p p 108" bond of black sand -1.2 EXISTING -- a 9,28 I Invert 4.17 1500 Gal. Gal Invert 3" \\9 -•:.,- N G HOUSE 9 0 p' I Proposed SepticTank & Ch m. On 10" Qcnect/' on ----------1 C3 layer 2.5y 2/1 -2 5 2 x 6)) „ O 90 0 l I I -0.41 off 24" P Check Valve \_�f 124� 3 II i Prop. Bot. 1.5 Invert 5.4 '9 TB9 6,1 6" STONE UNDER EOM 4 �\ 7 7 1 1 EOM12 i 6" Stone or compact Bottom Proposed Bottom level 3) 1 \ TB3 I =:•.. c I i INSPECTION SCHEDULE •....... :. ........1 7,1 0 8.431 `....... 10.0 i I I i I I I El. 1.9 CALL R.J. CADILLAC TO L - - W 6 � �' �_ 5' _� 1- 21' 2.3' USGS Adjustment INSPECT PRIOR TO BACKFILL. I I I I Using MASH29 � -- I HAVE PUMP OPERATIONAL r I Zone A ' Steps here- 89 I > DESIGN DATA FOR WATER HEAD CHECK. EOM4 F �'�6Q a • I Observed water= -0.4 1. 4 shout 7.39 I BEDROOMS. 5 LEACH AREA TB8 1 (h GARBAGE GRINDER: No USE A 38' LONG BY 20' WIDE BY 6" DEEP LEACH AREA. USE SCH 40 1.5" PVC LOT 9 REQUIRED CAPACITY: 550 GPD PRESSURE PIPE SET LEVEL AND 5' APART ON CENTER AND 2 1/2' FROM EDGE ` \ TB4 PROCESS TANK: 2000 GAL. OF STONE. DRILL 28 1/4" DIAMETER HOLES SPACED 5' APART (7 ON EACH + 7.2 / BOTTOM LEACHING AREA: 760 SF LATERAL. STAGGER HOLE LOCATIONS ON ADJACENT LATERALS. (1ST HOLE TO BE 2 3 O O O S. �. / / [(38' X 20')] 1/2' OR 2 1/2' ALTERNATELY) DRILL MOST HOLES AT 12 O'CLOCK. TWO HOLES END MANIFOLD SECTION \ \ / E0M11 �1,4 .� / / SIDE LEACHING AREA: NONE ON EACH LATERAL SHOULD BE DRILLED AT 4 AND 8 O'CLOCK TO DRAIN THE 1"- 1' EOM5 \ 8g / / NONE LATERALS. USE A SMALLER DIAMETER PIPE AS A RAMROD TO REMOVE BURRS. NUBERED FLAGS BY / / DESIGN CAPACITY: 562 GPD SEE LATERAL DETAIL AND MANIFOLD DETAIL (NOTE 2--1/4- DRAIN HOLES.) \ \ PAenrvlsan uel + \ 7 / [(760 SF) X .74 GPD/SF] / BUOYANCY CALC'S 2000 GAL. MONO H-10 TANK 1.5" LATERAL StQO. TB5 / \ / TANK STORAGE CAPACITY: 740 GAL. E SCH 40 PRESSURE v WEIGHT OF EMPTY SEPTIC TANK AND 42" OF COVER T67 / DOSES PER DAY: N/A TANK= 12 TON (PER SHOREY) N SEE OTHER DETAILS EOM6 .8 / BUOYANCY CALC'S-H-20 PUMP CHAMBER 42" COVER=3.5' X 6.79' X 12.79' X 0.055 TON/CU. FT. 42" COVER=16.72 TON 2" Pea 2-Stone --_ -- / \'ti\^S \ WEIGHT OFF-EMPTY CHAMBER AND 20" OF COVER TOTAL= 12 TON + 16.72 TON = 28.72 TON h \ EOM10 CHAMBER= 3.04 TON (PER SHOREY) WEIGHT OF WATER--HIGH GROUNDWATER DOWN • ' DIAM- MANIFOLD \ / / - 2 - - TON CU. FT. 3/4" To 1 1/2" Zo 1 5 \ 20" COVER- 1.83 X 3.14 (1.42 ) X 0.055 TON/CU. FT. (1.9 ( 0.41) X 6.79 X 12.79 X 0.0312 / STONE SCH 40 PRESSURE PIPE \ \ / / 20" COVER=0.64 TON WEIGHT WATER= 6.26 TON ----------------- WITH 2--1/4" DRAIN / TOTAL= 3.J4 TON + 0.64 TON = 3.68 TON TANK AND 42" COVER ARE HEAVIER BY 22.4 TON. HOLES 0 4 O'CLOCK EOM7 2' \\ TB6 / 2' WEIGHT OF NATER--H'GH GROUNDWATER DOWN \ / /CEO 9 (1.9 -1.5) X 3.14 (1.42')2 X 0.0312 TON/CU. FT. \ �! ,0 WEIGHT WATER= 0.08 TON \ TANK AND _0" COVER ARE HEAVIER BY 3.6 TON. Max. Cover SITE PLAN ACCESS BOX \ / CLEAN OUT EOMB 2 THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR _y AN ORIGINAL RED STAMP AND SIGNATURE. RICHARD B HARDY 2" Pea Stone DETAIL LATERAL CROSS SECTION ' -------- 3/4" To , 1/2" Stone LOT 91 90 LADD ROAD, CENTERVILLE, MA. S' ------------- _ EL. 6.6 min. F �� s �� ' MAY 129 2005 SCALE: 1 "=20' a IA USE HALF SECTION OF 4" PVC PIPE, OR SHIELDS. TH TEST HOLE LOCATION, NUMBER - allSEE MAIN DRAWING FOR HOLE SPACING if W- EXISTING WATER LINE MARKINGS iu s 1/4" HOLE FILTER CLOTH C� TOP !I J ES S\o 0 -� 3 PEASTONE=EL. 5.6 gtio �° S�R�E �1/- WATER SERVICE RONALD J. CADILLAC, PLS, RS E- OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x'6. EXIST. & PROP. ELEVS. ('X' MARKS POINT) 2" ea Stone - - 1.5' SCH 40 PVC PIPE LAID LEVEL 611410. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN �6 EXISTING CONTOUR 3/4" TO 1 1/2" STONE P.O. BOX 258 e� PROPOSED CONTOUR ---------------- WEST YARMOUTH, MA 02673 Q1 UTILITY POLE (IF SHOWN) (508) 775-9700 REV. 6/14/05--BENCHMARK ADDED1. HEALTH AGENT APPROVAL DATE 02004 BY R.J. CADILLAC PAGE 1 OF 2 REV. 5 31 05--WTI CHANGES--2 ADVANTEX PODS, 1.5" TRANSORT, MANIFOLD & LATERALS, PKP350 PUMF), 1/4" HOLES 2" Dia Sch 40 PVC Filtrate Return 2" Dia. Vent Line, 1/4" Per Ft Slope 1" Dia Sch 40 PVC Feed Line AdvanTex AX 20 cw Filter Install To Drain Back To Pump 1" Dia Sch 40 PVC Feed Line 2" Dia Sch 40 PVC Filtrate Return Install To Drain Back To Pump Line, 1/4" Per Ft Slope p Splitter Ball Valve p (2) AdvanTex AX 20 cw Pod w/ Anti-Floatation Assembly (RSV2Q) Flanges. Set Level 6" Min Above Tank Top Kv- 2000 Gal., 2 Comp Top Seam Conc. Tank 24" Dia PVC Riser w/ 22" Dia opening In Tank 4" Dia Sch 40 PVC Sewer Pipe, 1/4' Per Ft Slope Assembly (RSV2Q) Min. w/ Inlet Tee Splitter Ball Valve —•- o v v " rn 2" Dia Sch 40 PVC Filtrate Return Recirculating Pump Set-Up Inlet Line, 1/4" Per Ft Slope w/ Elbow End Recirculating Pump Set-Up 30" Dia PVC Riser w/ 24" Dia Opening In Tank 3/4" Elect. Conduit Connection ---- Top View IN 38.5 24" Dia Fiberglass Insulated End View Lid (FL24GI2-4BU) 24" Dia PVC Riser w/ Grommet Installed (RU2424+S) 24" Dia Fiberglass Insulated PVC Splice Box With 30" Dia Fiberglass Insulated Lid With Bolts (FL24GI2) 4 Cord Grips (SB4) Lid With Bolts (FL30G12) 24" Dia PVC Access Riser Conduit To Control Panel 30" Dia PVC Access Riser (RU3036+S) (RU2436) 3/4" Dia With_Glued_Joints With Splice Box Grommet (G1) Installed 1.5" Dia, PVC Hose & Valve Assembly Bond Riser To Tank Adpt With Pump Discharge Assembly'(HV100BCX-DB) (HV200 BCX - CW) MA320 And ADH100 (Typ.) Conduit Seal (SBCS075) Installed With Grommet (G1L) Feld Installed Tank Adapter (PRTA24) Bond Riser To Tank Adpt With j 2" "Pink Board" Insul. 1.5" Dia PVC Flex Hose Connector = Cast Into Tank (Typ.) MA320 And ADH100 (Typ.) -_ Supplied By_Others iL 4" Dia. PVC Inlet Tee '----------------- ---- ---------- Effluent Discharge ' f' 6'+/— Over Top Of Tank 12. 2t,+/- t;nar 1B. Control Float Assembly Control Panel Mounted 6. ;,-Ern . m� . 5'a3. (MF3A Y, B, R) On Outside Wall Tank Adapter (FRUTA) v_H_.W._Alm_At Cast Into Tank (Typ. 3,---0 0_VR On_Flt ------ ------- - -- - ------je------ - - Effluent Discharge Pump r+/- Sur"OUN* 3 Float Control Assembly 6r ApKo1°ma*326 ga[& (MF3A) ORENCO SYSTEMS PKP350 ___Q LW Alm, Redundant Off Flt___ --------- -- Floor Mounted Flow Inducer Tube _ - Turbine Effluent Pump (P300511) Alarm Light 31'+/— Minimum Liquid Volume Approximately 1230 gale. Biotube Pump Vault Jill 2e+/ (PVU66-2425-L) 48" ID, Precast H-20 Conc Pump Basin 4' +/- To Bottom Excavate, Remove 6" Plus Cobbles, Fill Voids, Final Discharge Pump Station — S h o rey 48 Conc. 2000 Gal, 2 Compartment Dosing Septic Tank Level Surface And Compact. Set Tank Level Finish Ground (Config Tank 1500 / 500 Gal ) AdvanTex Syst. 2000 gal Two Compartment Septic Recirc Tank NTS (ID. FI To Inside Top = 60" At 41 gal/in) SITE PLAN FOR THESE DRAWINGS HAVE BEEN PROVIDED N�r *coF M RICHARD B . & SARAH C. HARDY y� �P��H'oF Mass.., BY WASTEWATER TECHNOLOGIES INC. RON. $;!� RW A �,� JAht LOT 9, 90 LADD ROAD, CENTERVILLE, MA. FOR THE CONTRACTOR. ANY DEVIATIONS A�, E �A,1 i1 U r �� '°5°�0 �} o 3577g�� MAY 141 2005 NOT TO SCALE SHOULD BE CLEARED WITH MANUFACURERS : SG S��RN ��r��fss ° ANITAR P SURE REPRESENTATIVE. �Y � ��( ��— ����.�;� �.,�n . RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 REV. 5/31/05--WTI CHANGES--2 ADVANTEX PODS, 1.5" TRANSORT, MANIFOLD & LAI"ERALS, PKP350 PUMP, 1/4" HOLES HEALTH AGENT APPROVAL DATE (508) 775-9700 ©2005 BY'R.J. CADILLAC PAGE 2 OF 2 / r BENCH MARK--TOP SPIKE SET // x 9.8 ' JOB NO. B04-17 DOWN 1"=5.80 TOWN GIS± 0.4' // �� LETTERED FLAGS NOTES Hardy.dwg (8'-3' OFF CENTER POLE & 21'-10' OFF WALL) \.... / 8 2 o r A DI L AC 1. LOCUS IS A.M. 206, PARCEL 58. to 2. ELEVATIONS SHOWN ARE TOWN GIS f0.4' NREALTY IE 6 'e N/F z N 3. LOCUS IS IN FLOOD ZONE A13(EL11) ON FIRM DATED JULY 2, 1992. a. INC. // x 6,2 t Store R �, EOMA11_ 5. MUN CIPAL WATER S AVAILABLE.NDLOTS WITH N PITCHED T 1004 ARE ON FOOT. TOWN WATER NOTED) oaa�� �oW a MEANY03 CD et r� 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. o 0 Q \ Stone 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". s Parking BENCH MARK--TOP OF WOOD m 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW 9 STAKE SET FLUSH=8.62 ASSIGNED �EOM16 C6 D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. O / 5, 0 �. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO % r4) I MOVE WATER ERVIC 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. SCALE CO o # 5.9 S 78.4 " 6 Fed e 11. IF UNSUITABLE SOILS OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, �i\) 6 2'00 E 9 I CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. LOCATION MAP 1 „o •- 13323 f stone x 8, 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 5 :. :: ::: IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 7 EOM15 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 ..•......j 6. _ LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 'h TBA t:::::a �, 0 8.62 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. �h+ 3A7 1 ' / TBB DEPTH (inches) ELEV.(feet) \ $ � '.. ...� / � 2 RAISE GRADE AS SHOWN OVER LEACH AREA. 0 7.8 Stone F•:;•;::j6 6,] 7''. CI oU / I Fill A '� p Parking F:; YP• / SPECIALLY MODIFIED SHOREY TEST HOLE DATE: November 1, 2004 O PERFORMED BY: Ron Cadillac, Soil Evaluator T81 R_30• , :::.:;;;; .::: :-:.: i + 87 / 2000 GALLON MONO TANK WITNESSED BY: David W. Stanton, IRS 30,. C1 layer 7.5yr 5/6 EOM1 1' - :: : : �� :: o W ADVANTEX AX-20 CW Mode 1 B „ coarse sand w 53 N .. : .F• •- •• •••• TB1� PERC RATE: <2 -00 /inch (C layer) bands silt / (SEE DETAILS-SHEET 2) SOIL SURVEY(1993): Carver coarse sand 2.5y 6/2 60" 2.8 E M14 GEOLOGIC MAP(1986): Barnstable plain deposits 6 N O 6�• Invert 8.27 SHOREY H-20 48" DIAM. C2 layer 2.5y 7/2 ?- _ i 9.2 ( ( x 6 Z / Exist. Cast Iron PUMP CHAMBER coarse sand �� 7,8 . 2FSCH EE DETAIL-SHEET 2) 3$ X 20 LEACH FIELD �....... ............ 9.0 EOM2 AdvanTex RILL 1/4' WEEP/VENT HOLE .. .... Pods TB2 S=1�2"/ft 1.5" SCH 4o Top holfpipe=5.8 Observed Water \ B.M. CORNER CONC. :: + 9.24 Q/ Proposedf.r To eastone=5.6 98. 4 n c STOOP=6.14 GIST �� OM13 S00 p p 108 band ofblock sand -1.2 EXISTING HOUSE + 9.28 IInvert 4.17 1500 Gal. GaI.p I Proposed Se ticTank & Pum Quick D�scon- __________ C3 layer 2.5y 2/1 N0. gp x 9,0 I p Cham. nett/Upion 6 124" -2.5 �jO I -0.41 P Check Valve T 9 i cy 2� L_8,3 I ; Prop. Bot. 1.5 Invert 5.4 4'9 EOM 3 4 �\ x 7 7 TB9 6.1 � E M12 i 6" Stone or compact Bottom s" STONE UNDER proposed Bottom level 3' TB3 7.1 i El. 1.9 INSPECTION SCHEDULE 0 8,43 ::::. :: � � I I CALL R.J. CADILLAC TO W ►- 6'T 9' t- 5' E- 21' 2.3' USGS Adjustment INSPECT PRIOR TO BACKFILL. 91 -__ _ 89 I I I I I I Using MASH29 HAVE PUMP OPERATIONAL I--,' P \ Steps here +- > DESIGN DATA Zone A FOR WATER HEAD CHECK. / EOM4 1. 4 � shot �6�, 4 � Observed water= -0.4 7.39 wn � BEDROOMS: 5 LEACH AREA TBS 1 GARBAGE GRINDER: No USE A 38' LONG BY 20' WIDE BY 6" DEEP LEACH AREA. USE SCH 40 1.5" PVC Q�G LOT 9 REQUIRED CAPACITY: 550 GPD PRESSURE PIPE SET LEVEL AND 5' APART ON CENTER AND 2 1/2' FROM EDGE PROCESS TANK: 2000 GAL. OF STONE. DRILL 28 1/4" DIAMETER HOLES SPACED 5' APART (7 ON EACH + � 2 3 1 0 0 0 S. F. / /T BOTTOM LEACHING AREA: 760 SF LATERAL. STAGGER HOLE LOCATIONS ON ADJACENT LATERALS. (1ST HOLE TO BE END MANIFOLD SECTION \\ / / EOM11 [(38' X 20')] 1/2' OR 2 1/2' ALTERNATELY) DRILL MOST HOLES AT 12 O'CLOCK. TWO HOLES 1" EOM5 4 / / SIDE LEACHING AREA: NONE ON EACH LATERAL SHOULD BE DRILLED AT 4 AND 8 O'CLOCK TO DRAIN THE - NONE NUMBERED FLAGS BY LATERALS. USE A SMALLER DIAMETER PIPE AS A RAMROD TO REMOVE BURRS. - \ \ BRADFO Rn HALL DESIGN CAPACITY: 562 GPD SEE LATERAL DETAIL AND MANIFOLD DETAIL (NOTE 2--1/4„ DRAIN HOLES.) / [(760 SF) X .74 GPD/SF] BUOYANCY CALC'S 2000 GAL. MONO H-10 TANK if 1.5" LATERAL ��' TB5 / TANK STORAGE CAPACITY: 740 GAL. £ SCH 40 PRESSURE F `� DOSES PER DAY: N A WEIGHT OF EMPTY SEPTIC TANK AND 42" OF COVER Q1 SEE OTHER DETAILS EOM6 _I_ TB7 // \` / TANK= 12 TON (PER SHOREY) \Fa \ .8 v 42" COVER=3.5' X 6.79' X 12.79' X 0.055 TON CU. FT. / / BUOYANCY CALC S-H-20 PUMP CHAMBER / 8 / 42" COVER=16.72 TON 2" Pea Stone - \'lfo^ \ / WEIGHT OF EMPTY CHAMBER AND 20" OF COVER TOTAL= 12 TON + 16.72 TON = 28.72 TON 7 \sh \ EOM10 CHAMBER= 3.04 TON (PER SHOREY) WEIGHT OF WATER--HIGH GROUNDWATER DOWN • 1.5" DIAM. MANIFOLD \ / / 20" COVER= 1.83' X 3.14 (1.421)2 X 0.055 TON/CU. FT. (1.9- (-0.41) X 6.79' X 12.79' X 0.0312 TON/CU. FT. 3/4" TO 1 1/2" SCH 40 PRESSURE PIPE \ / STONE \ / 20" COVER=0.64 TON WEIGHT WATER= 6.26 TON ---------------- WITH 2--1/4" DRAIN / HOLES @ 4 O'CLOCK EOM7 2' \ 2, - TOTAL= 3.04 TON + 0.64 TON = 3.68 TON TANK AND 42" COVER ARE HEAVIER BY 22.4 TON. \ TB6 / WEIGHT OF WATER--HIGH GROUNDWATER DOWN \ / /EO 9 (1.9 -1.5) X 3.14 (1.42')2 X 0.0312 TON/CU. FT. �l o WEIGHT WATER= 0.08 TON / TANK AND 20" COVER ARE HEAVIER BY 3.6 TON. 3" Max. Cover SITE PLAN / -- ACCESS BOX FOR CLEAN OUT EOM8 + THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. z" Pea Stone DETAIL LATERAL CROSS SECTION RICHARD B . HARDY T i"= i' 3/4" - 1 1/2" Stone---- '"_ '' p �. ��HOF41gssq LOT 9, 90 LADD ROAD, CENTERVILLE, MA. ------------------ EL. 6.6 min. A D _ � LEGEND o II �' MAY 129 2005 SCALE: 1 "=20' a N USE HALF SECTION OF 4" PVC PIPE, OR SHIELDS. L Cn TH 1 TEST HOLE LOCATION, NUMBER w SEE MAIN DRAWING FOR HOLE SPACING # 1060 _P #35779 N a 1/4" HOLE FILTER CLOTH @ TOP °F o� W- EXISTING WATER LINE MARKINGS s c�s T ER Es s\ -PW- WATER SERVICE PEASTONE=EL. 5.6 SgNITAR PN gti0 SUR Edo E- OVERHEAD ELECTRIC WIRES (IF SHOWN) _ f RONALD J. CADILLAC, PLS, RS x 9.5 EXIST. & PROP. ELEVS. 2" Pea Stone -� 1.5 SCH 40 PVC PIPE LAID LEVEL �j I I (�s x g, ( X' MARKS POINT) --- ---------,------ PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN EXISTING CONTOUR F P.O. BOX 258 g PROPOSED CONTOUR 3/4" TO 1 1/2" STONE UTILITY POLE (IF SHOWN) - WEST YARMOUTH, MA 02673 REV. 6/14/05--BENCHMARK ADDED HEALTH AGENT APPROVAL DATE (508) 775-9700 REV. 5 31 05--WTI CHANGES--2 ADVANTEX PODS, 1.5" TRANSORT, MANIFOLD & LATERALS, PKP350 PUMP, 1 4" HOLES ©2004 BY R.J. CADILLAC PAGE 1 OF 2 2" Dia Sch 40 PVC Filtrate Return 2' Dia. Vent Line, 1/4' Per Ft Slope 2" Dia Sch 40 PVC Filtrate Return 1' Dia Sch 40 PVC Feed Line AdvanTex AX 20 cw Filter 1" Dia Sch 40 PVC Feed Line Line, 1/4" Per Ft Slope Install To Drain Back To Pump Sputter Ball Valve Install To Drain Back To Pump (2) AdvanTex AX 20 cw Pod w/ Anti-Floatation Assembly (RSV2Q) Flanges. Set Level 6" Min Above Tank Top 2000 Gal., 2 Comp Top Seam Conc. Tank 24" Dia PVC Riser w/ 22" Dia opening In Tank 4" Dia Sch 40 PVC Sewer Pipe, 1/4' Per Ft Slope Min. w/ Inlet Tee Splitter Ball Valve v Inlet Assembly (RSV2Q) --�- " _ _ 2" Dia Sch 40 PVC Filtrate Return Recirculating Pump Set-Up Line, 1/4" Per Ft Slope w/ Elbow End Recirculating Pump Set-Up 30" Dia PVC Riser w/ 24" Dia Opening In Tank 3/4" Elect. Conduit Connection Top View 38.5 �I\ 24" Dia Fiberglass Insulated End View Lid (FL24GI2-4BU) 24" Dia PVC Riser w/ Grommet Installed (RU2424+S) 24" Dia Fiberglass Insulated PVC Splice Box With 30" Dia Fiberglass Insulated Lid With Bolts (FL24GI2) 4 Cord Grips (SB4)-- Lid With Bolts (FL30GI2) 24" Dia PVC Access Riser Conduit To Control Panel 30' Dia PVC Access Riser (RU3036+S) (RU2436) 3/4" Dia With_Glued_Joints With Splice Box Grommet (G1) Installed 1.5" Dia, PVC Hose & Valve Assembly Bond Riser To Tank Adpt With Pump Discharge Assembly (HV100BCX-DB) (HV200 BCX - CW) MA320 And ADH100 (Typ.) Conduit Seal (SBCS075) Installed With Grommet (G1L) Field Installed j Tank Adapter (PRTA24) Bond Riser To Tank Adpt With 1.5 Dia PVC Flex Hose Connector Cast Into Tank T MA320 And ADH100 T ��- 2" "Pink Board" Insul. ( yp•) (yp•) Supplied By Others 4" Dia. PVC Inlet Tee ------------------- Effluent Discharge —i 2' �sm 16• +/—OMer Top of Todc Control Float Assembly 2r+/- "VWwm Control Panel Mounted s• y N1 �, (MF3A Y, B, R) 3r On Outside Wall Tank Adapter (FRUTA v H.W. Alm Fit Cast Into Tank (Typ. �-- v OVR On Fit ------ ----- - --- - --- s=+/_On y---- ------ - - Effluent Discharge Pump �. Ana mh,ass g (MRoo j Control Assembly ORENCO SYSTEMS PKP350 ___V LW Nm,Redundant Off Flt___ _ --------- -- ---- Floor Mounted Flow Inducer Tube = Turbine Effluent Pump (P300511) Alarm Light 31•+/- �m * Volans - - Mauer Biotube Pump Vault 24•+/ (PVU66-2425-L) 48" ID, Precast H-20 Conc Pump Basin 4' +/- To Bottom Excavate, Remove 6" Plus Cobbles, Fill Voids, Final Discharge Pump Station — S h o rey 48" Conc. 2000 Gal, 2 Compartment Dosing Septic Tank Level Surface And Compact. Set Tank Level Finish Ground (Config Tank 1500 / 500 Gal ) AdvanTex S st. 2000 qal Two Compartment Se tic Recirc Tank " (ID. FI To Inside Top = 60" At 41 gal/in) SITE PLAN FOR THESE DRAWINGS HAVE BEEN PROVIDED L�� r ��� ���1gss RICHARD B . & SARAH C. HARDY BY WASTEWATER TECHNOLOGIES INC. � R 4L ' (` ; �E� q�y� �s �N ,' D s J E. � �c LOT 91 90 LADD ROAD CENTERVILLE MA. FOR THE CONTRACTOR. ANY DEVIATIONS `' `#u1060 po#35779 � ' ' F� ST�R� � 4 FFss,° MAY 14, 2005 NOT TO SCALE SHOULD BE CLEARED WITH MANUFACURERS SAN,rAR,P� quo SUR�E�° REPRESENTATIVE. C ► 1a s RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 REV. 5/31/05--WTI CHANGES--2 ADVANTEX PODS, 1.5' TRANSORT, MANIFOLD & LATERALS, PKP350 PUMP, 1/4' HOLES HEALTH AGENT APPROVAL DATE ©2005 BY R.J. CADILLAC (508) 775-9700 PAGE 2 of 2 BENCH MARK--TOP SPIKE SET i 9.8 �� JOB N0. 604-17 ,� �p I LETTERED FLAGS NOTES Hardy.dwg DOWN 1"=5.80 TOWN GISt 0.4' \.." BY R.J. (a'-3" OFF CENTER POLE & 2V-10- OFF WALL) 82 I CADILLAC 1. LOCUS IS A.M. 206, PARCEL 58. N/F AIRLIE 6 0'' N 2. ELEVATIONS SHOWN ARE TOWN GIS f0.4' REALTY 'et N/F � 3. LOCUS IS IN FLOOD ZONE A13(EL11) ON FIRM DATED JULY 2, 1992. INC. �. % 6.2 St 1 ( EOMA c� 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) aa�ot���o -;00 co a MEANY a- 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100 ARE ON TOWN WATER. ° '� °a $ (13 CD ly e het r) 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 0 ° o Q \ Stone �o \ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". s BENCH MARK--TOP OF WOOD 16 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW Parking STAKE SET FLUSH=8.62 ASSIGNED 7' �EOM16 D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 5, 0 MOVE WATE ERVIC 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO i F 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2- WITH 2" MIN. 1/8 TO 1/2- PEA STONE ON TOP. SCALE I CC) CC)) # 5.9 2- S 78 42'0 " edge 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, O'S '0� i .0 �i 6 \ 0 E t 9 8 I CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. LOCATION MAP i A ph 133.23t stone , I 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). y>► 2 I� `\ �j ... EOM15 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 ...� ............. LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. •h V \ \ r-...:.a , , 8 6,9 �B 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. �h+ TBA 1 � 1•••tK •.� � RAISE GRADE AS SHOWN OVER LEACH AREA. DEEPTH (inches) ELEV.(�8t) ''t-----cle t ou 52 / I Fill 1 Stone f.:::::= 6.7> Parking F:: �6 mot7... �' / I SPECIALLY MODIFIED SHOREY TEST HOLE DATE: November 1, 2004 ' O -.• --�_ f;;;;;;:1 O PERFORMED BY: Ron Cadillac, Soil Evaluator "� TB1 30. 2000 GALLON MONO TANK WITNESSED BY: David W. Stanton, IRS 30" C1 layer 7.5yr 5/6 R- _ &7 EOM1 �� - ."` - = TB1� 0 �, W/ADVANTEX AX-20 CW Mode 1B PERC RATE: <2'-00" Inch C layer) coarse sand w/ ....... ......... N N �::.,.... .... .. .1. :. :..:.... / \ y ) bands ilt \ 5 �1' �+ w 2 :.'::. ...:y� 52, i / (SEE DETAILS-SHEET 2) SOIL SURVEY(1993): Carver coarse sand 2.5y s/S2 $/ o E M14 GEOLOGIC MAP(1986): Barnstable plain deposits 60" 2.8 6 N O Invert 8.27 SHOREY H-20 48" DIAM. C2 layer 2.5y 7/2 * __ i 9.2 ( X �.6 Z / ZIn Cast Iron PUMP CHAMBER coarse sand 5, . - '7 a - _- _ ^ m 2 (SEE DETAIL-SHEET 2) 38 X 20 LEACH FIELD ::":::........ 0 / AdvanTex DRILL 1/4' WEEP/VENT HOLE EOM2 ................ 2*/ 2" SCH 40 Pods x 6,1 + 9.24 �� TB2 /2 /ft 1.5' SCH 40 Top halfpipe=5.8 98„ Observed Wate? -.4 n O OM13 Proposed5.33 Top peastone=5.6 108" -1.2 U Alarm band of black sand EXISTING 9,28 t 4.17 1500 Gal. Gal. Invert 3» � HOUSE `� I I Proposed Se ticTank & Pum on 3 Quick Di con- __________� C3 layer 2.5y 2/1 NO. x 9.0 0� I 1 p P Cham. 10 nect pion 6" " $71 g0 O I I -0.41 aff 4" P Check Valve 124 -2.5 ~ cy \ \�'G� L 3 I Prop. Bot. 1.5 Invert 5.4 \�4.9 EOM 4 \ f1 I » Bottom 6" STONE UNDER Bottom level \ x 7 7 TB9 6,1 E M12 1 6 Stone or compact Proposed 3 I TB3ry I I 2 ..:.. I INSPECTION SCHEDULE 7,1 Q 8.43I ........ I 1 i I El. 1.9 CALL R.J. CADILLAC TO Z. 6'T 9' 5' -a I-- 21' -i 2.3' USGS Adjustment INSPECT PRIOR TO BACKFILL. \ - - x 8 9 I 1 I I I Zone A ASH29 HAVE PUMP OPERATIONAL DESIGN DATA FOR WATER HEAD CHECK. St not + 6� Observed water= -0.4 EOM4 1. 4 \ show. 7,39 I BEDROOMS: 5 LEACH AREA \ TB8 1 Q:� GARBAGE GRINDER: No USE A 38' LONG BY 20' WIDE BY 6" DEEP LEACH AREA. USE SCH 40 1.5" PVC O�G \ L 0 T 9 / REQUIRED CAPACITY: 550 GPD PRESSURE PIPE SET LEVEL AND 5' APART ON CENTER AND 2 1/2' FROM EDGE \ / PROCESS TANK: 2000 GAL. OF STONE. DRILL 28 1/4" DIAMETER HOLES SPACED 5' APART (7 ON EACH + �7�� / BOTTOM LEACHING AREA: 760 SF LATERAL. STAGGER HOLE LOCATIONS ON ADJACENT LATERALS. (1ST HOLE TO BE 2 3 1 0 0 0± S. F. / / [(38' X 20')] 1/2' OR 2 1/2' ALTERNATELY) DRILL MOST HOLES AT 12 O'CLOCK. TWO HOLES END MANIFOLD SECTION 14 EOM11 SIDE LEACHING AREA: NONE 1»= EOM5 ON EACH LATERAL SHOULD BE DRILLED AT 4 AND 8 O'CLOCK TO DRAIN THE 1' �� \ 88�66 � `,, NONE LATERALS. USE A SMALLER DIAMETER PIPE AS A RAMROD TO REMOVE BURRS. \ NUMBERED FLAGS BY / / �� DESIGN CAPACITY: 562 GPD SEE LATERAL DETAIL AND MANIFOLD DETAIL (NOTE 2--1/4" DRAIN HOLES.) RaAf)FnRD uALL / [(760 SF) X .74 GPD/SF] �- \\ TBS BUOYANCY CALC'S 2000 GAL. MONO H-10 TANK � 1.5" LATERAL �, I , / TANK STORAGE CAPACITY: 740 GAL. £ SCH 40 PRESSURE R& 3 \7 6 TB7 / \� DOSES PER DAY: N/A WEIGHT OF EMPTY SEPTIC TANK AND 42" OF COVER E 6 SEE OTHER DETAILS EOM6 00 / J TANK= 12 TON (PER SHOREY) \FQ"e \\ 1 .8 / BUOYANCY CALC'S-H-20 PUMP CHAMBER 42" COVER=3.5' X 6.79' X 12.79' X 0.055 TON/CU. FT. \Of \ x 8 42" COVER=16.72 TON 2" Pea Stone / \'1�0^ \ WEIGHT OF EMPTY CHAMBER AND 20" OF COVER TOTAL= 12 TON + 16.72 TON = 28.72 TON ---------- -- - !/ \�b \ / EOM10 ��( / CHAMBER= 3.04 TON (PER SHOREY) WEIGHT OF WATER--HIGH GROUNDWATER DOWN 1.5" DIAM. MANIFOLD \ / / /� V 20" COVER= 1.83' X 3.14 (1.421)2 X 0.055 TON/CU. FT. (1.9- (-0.41) X 6.79' X 12.79' X 0.0312 TON/CU. FT. 3/4" TO 1 1/2" �o \ STONE SCH 40 PRESSURE PIPE \ \ / / 20" COVER=0.64 TON WEIGHT WATER= 6.26 TON -------------- --- WITH 2--1/4" DRAIN / HOLES � 4 O'CLOCK EOM7 2' \ -� TOTAL= 3.04 TON + 0.64 TON = 3.68 TON TANK AND 42" COVER ARE HEAVIER BY 22.4 TON. \ TB6 / WEIGHT OF WATER--HIGH GROUNDWATER DOWN \ / EO 9 (1.9 -1.5) X 3.14 (1.42')2 X 0.0312 TON/CU. FT. .0 ^' WEIGHT WATER= 0.08 TON TANK AND 20" COVER ARE HEAVIER BY 3.6 TON. SITE PLAN 3 Max. Cover / ACCESS BOX � CLEAN OUT EOM8 , THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR DETAIL AN ORIGINAL RED STAMP AND SIGNATURE. 2" Pea Stone RICHARD U . HARDY - - -------------� 1»= 1' LATERAL CROSS SECTION 3/4" To 1 1/2" Stone ,»= 1' �P`j"°Fh1gssq LOT 99 90 LADD ROAD, CENTERVILLE, MA. cy ------------------- - EL. 6.6 min. n ,� 0 s F Nn o - --- -___.__ri,� � ME 'I M -4 MAY 129 2005 SCALE: 1 "=20' USE HALF SECTION OF 4' PVC PIPE, OR SHIELDS. TH 1 TEST HOLE LOCATION, NUMBER a i SEE MAIN DRAWING FOR HOLE SPACING # 1060 a �0 35 W- EXISTING WATER LINE MARKINGS (u w 1/4" HOLE FILTER CLOTH Q TOP F�is'rER �ES5\0 e PEASTONE-EL. 5.6 SgN17nR AP �ti�SUR\] ---PW- WATER SERVICE RONALD J. CADILLAC, PLS, RS E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 X g•7 EXIST. & PROP. ELEVS. ('X' MARKS POINT) 2" Pea stone 1.5" SCH 4o PVC PIPE LAID LEVEL-. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN EXISTING CONTOUR y P.O. BOX 258 B- PROPOSED CONTOUR 3/4" TO 1 1/2" STONE � UTILITY POLE (IF SHOWN) - --------- - WEST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE (508) 775-9700 REV. 5 31 05--W11 CHANGES--2 ADVANTEX PODS, 1.5" TRANSORT, MANIFOLD & LATERALS, PKP350 PUMP, 1 4" HOLES ©2004 BY R.J. CADILLAC PAGE 1 OF L