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HomeMy WebLinkAbout0029 DARBY WAY - Health 449 m 459 Old Mill Road 143-,140 ®stervil(e _- „ s p c a , i _ o F , o o e - a k • 6 - a a z. ..• d, o o , JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:john@jwkesq.com May 1, 2014 Wayne Miller, M.D., Chairman Town of Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 Re: 0 Darby Way(formerly 459 Old Mill Road), Osterville M/P 143-040-003 Dear Mr. Chairman and Members of th,,- Board: Please be advised that I am the attorney for KTW Group, LLC,the owner of the above-referenced property. I am writing this letter at the request of the members and manager of the LLC to respond to the requests contained in Paragraphs 7 and 8 of your correspondence dated January 15, 2014, addressed to Mr. Matthew Eddy, Baxter Nye Engineering and Surveying. Please be advised as follows: Lot 12 and Lot 13 are reserved for Stormwater Infiltration and Wastewater Treatment respectively and are not considered buildable lots by KTW Group, LLC. No homes will be built upon those lots. If you have any questions regarding this matter, please do not hesitate to contact me. Very tr ly yours, hn 4v / I WK'enne�rsq. JWK/mmc c, cc: Matthew Eddy F 9 79 r s All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alicapeenvironmentalservice.com Operation & Maintenance Service Contract For . SYSTEM TYPE This Contract is between KTW Group (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 tows the "System") System Owner; KTW Group System Address; Osterville Landing 459 Old Mill Road Osterville,MA. 02655 Permit Information; MADEP Transmittal#W059416 Bioclere General Use Approval, Town of Barnstable Health Department Approval dated January 15 2014, and the Standard Conditions for Secondary Treatment Units Certified for General Use dated February 19 2013 Management Level; General Use Contact Information; KTW Group P.O. Box 490 Osterville, MA. 02656 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 SYSTEM TYPE 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 Quarterly I,I.Maintenance&Service,ACE agrees to maintain system in accordance with Massachusetts DEP approval and manufactures requirements. Interval for maintenance to be Quarterly (to be combined with inspections) 1,2,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. 1.3.Laboratmylnfluent& 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 Influent Sample Interval for to be Quarterly, Effluent Sample Interval to be Quarterly 1,4,Influent Testing for;BOD5, TSS, NO2, NO3, TKN, TN, (calculated TKN+NO2+NO3). I,S.Efflaent Testing for;BOD5, TSS, NO2, NO3, TKN, ALK, TN;(calculated TKN+NO2+NO3) 1,6,Pumping of Holding 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 quarterly. 1,7.EmergencyService Calls,ACE agrees to provide emergency service calls as provided in Section C 1 it All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alicapeenvironmentalservice.com 1.8.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 Upon Startup of System 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 S. 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; Bioclere 24/30 Serial No; TBD State Permit #Transmittal`X233891 Town Permit # TBD Management Level &Testing/Inspection information See State-approval letter and Town of Barnstable approval letter 2 All Cape .Environmental Services Inc.. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alicapeenvironmentalservice.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; Residential sewage only 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., 1 C1. Inspections&Operation. ACE agrees to inspect and operate the system in accordance with Massachusetts DEP approval. Including: (1) Quarterly 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 Quarterly(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. C3. Other Services and Charges. There will be a charge_fore 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. a 3 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcageenvironmentalservice.com .. C4,1 Availability, Emergency services will be available for response within 24 hrs. . C4,2 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. . C5. 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 havingagreater 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. r 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 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 4 All Cape Environmental Services.Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com 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 PartsThe 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 Cosfs; 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. DACE 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 increase the requirements applicable on the date of this Contract, then ACE will satisfy 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. 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 5 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com 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- Di. Service &Inspection Fees. Annual service and inspection fees are due As Billed and are calculated as follows; D1.1 Inspections— Monthly inspection at a rate of $300.00 per inspection DI.2 Maintenance&Service (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. 6 All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.aIIcapeenvironmenta[service.com 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 $ 73S4 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. D5.3Interes>~ 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 30thh day of after the due date until the date of actual payment: D5.4 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. SCHEDULE E—OTHER TERMS AND CONDITIONS NOT MENTIONED ABOVE All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alIcapeenvironmentalservice.com Annual Quote for service supersedes pricing contained within this contract To be made part of this contract are the following documents; Attachment A Standard Conditions for Secondary Treatment Units Certified for General Use dated February 19 2013 Attachment B - MADEP Transmittal # W059416 Bioclere General Use Approval Attachment C - Town of Barnstable Health Department Approval dated January 15 2014 THIS SERVICE CONTRACT WILL BE VALID AND BINDING WHEN OWNER AND O&M PROVIDER HAVE SIGNED IN THE APPROPRIATE PLACES BELOW. ����✓ Crr 1/Vc. All Cape Environmental Inc. (Full Le wner) (Full Legal Name of 0&M Provider) Digitally signed by Winston A.Steadman II - DN:cn=Winston A.Steadman II By: Date:2014.04.18 08:15:17-04'00' rf (Authorized Signature) (Authorized Signature) As: RIAZmeg, As: Manager (Title of Person Signing) (Title of Person Signing) Date: /6/ Date: 4/16/2014 8 Attachment A ® Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Commissioner Standard Conditions for Secondary Treatment Units Certified for General Use Effective Date: February 19,2013 A Secondary_Treatment Unit(STU) is an alternative technology designed to reduce the amount of organic material and solids in sanitary wastewater. An STU may be used as a component of an on-site sewage-disposal system to enhance treatment prior to discharge to the soil absorption system(SAS). For residential systems with design flows less than 2,000 gpd, certain STU's may be used as a component,of an on-site sewage disposal to reduce the effective leaching area required for the SAS where soil or site conditions may make conventional soil absorption systems more costly or less desirable to construct. For residential systems with design flows less than 2,000 gpd, an STU which allows for a reduced leach field may require less land area, potentially less fill, and less disturbance of the site. The System consists of an STU preceding a soil absorption system and, when the leaching area is reduced or the design flow is 2,000 gpd or greater,the SAS must be pressure dosed. A conventional septic tank precedes the STU unless exempt by the Special Conditions for a specific Technology. The use of an STU in accordance with this General Use Certification requires, among 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(l0)); • 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; • 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.TDD#1-866-539-7622 or 1-617-674-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper I Standard Conditions for Seconds Treatment Units Page2of17 Secondary Certified for General Use Effective Date: February 19,2013 Definitions and References The term "System"refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" or"Certification" refers to these Standard Conditions, the Special Conditions contained in the Technology Approval, the General Conditions of 3.10 CMR 15.287, and any Attachments. The Conditions contained herein MUST be read in conjunction wiff any special conditions that are Technology-specific. I. Purpose - 1. This Certification is for the installation of a System to serve a facility for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing Systems and Systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. This Certification shall not be used for the installation of a System to upgrade or ` replace an existing failed or nonconforming system, unless the facility meets the siting requirements for new construction, including a reserve area. All other proposed upgrades utilizing this System shall be in conformance with the Remedial Use Approval issued by the.Department.for this System. ' 4. With the other applicable permits or approvals that may be required by Title 5, the Certification for General Use authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that.specifically have-been varied by this .Approval. 5. Provided that the local approving authority approves the System in conformance with the Department's General Use Certification for the System, Department.review and approval of the site-specific System design and installation"is not required unless the Department determines on a case-by-case basis,pursuant to its authority_at 310 CMR_ 15.003(2)(e), that the proposed System.requires Department review and approval. Standard Conditions for Secondary Treatment Units Page 3 of 17 Certified for General Use Effective Date: February 19,2013 H. Design and Installation Requirements 1. Effluent BOD5, TSS and pH - The effluent discharge concentrations from the Secondary Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L BOD5 and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0. 2. Except where the Special Conditions for an.approved Technology state otherwise, the Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223 - 15.229, connected to the building sewer and followed in series by the Technology and the SAS. 3. Except where the Special Conditions for an approved Technology state otherwise, the Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 4. Residential Systems less than 2000 gpd, Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading R�—For residential Systems with design flows less than 2000 gpd, the required effective leaching area may be reduced up to 50 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a),provided that: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) effluent pressure distribution is provided and designed in accordance with Department guidance. The Department's Pressure Distribution Guidance dated May 24, 2002 can be viewed on the internet under Title 5/Septic Systems Guidance at http://mass.gov/dep/water/laws/policies.htm#t5guid. (Alternatively, the effluent loading rates provided in.310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area may be taken when using these loading rates, as stated in the regulation.) For residential design flows of 2000 gpd or greater and for all nonresidential systems, no reduction in the effective leaching area is�allowed." 5. When the System is allowed a reduction in the required effective leaching in accordance with Paragraph L4, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area. The record drawings, approved by the local approving authority, must clearly indicate k the area for a full-sized conventional primary SAS and the full-sized conventional reserve.area are for the-sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase inflow. 6. The record drawings, approved by the local approving authority, must clearly indicate the area for a conventional reserve SAS is for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary,without any increase in flow. 1 Standard Conditions for Secondary Treatment Units Page 4 of 17 Certified for General Use Effective Date: February 19,2013 Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. In a nitrogen sensitive area(NSA), as defined in 310 CMR 15.215,Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a Recirculating Sand Filter(RSF) or equivalent technology, as required by 310 CMR 15.202(1). Under this General Use Certification, Secondary Treatment Units are not approved as an RSF equivalent technology and shall not be installed in a NSA to serve facilities with actual or design flows of 2,000 GPD or greater. (The Technology may have a separate approval for nitrogen reduction, but must be installed under that approval.) 8. The System may only be installed in soils with a percolation rate of up to 60 minutes per inch(MPI). 9. Except for septic tank covers which are not required to.be at grade; the frames and covers of all other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade, to allow for necessary inspection, operation, sampling and maintenance access. Manholes'brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection, pumping, or repair shall be located directly upon or above the,access locations. 10. All System control units,valve boxes,distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 11. The System control panel including alarms and controls shall be mounted in a location always accessible to the operator(service contractor). When pumping is required to discharge to the SAS,the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power,system freeze ups, or backups. Emergency storage shall.be provided when pumping to discharge is employed, including pressure distribution, such as when the System is allowed a reduction in the required effective leaching area, in accordance with Paragraph 1.4. Emergency storage capacity for wastewater above the high level alarm.shall be provided equal to the daily design flow of the System and the storage capacity shall include an additional allowance for the volume-of all drainage which may flow back into the System when pumping has ceased. IL System unit malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits . separate from the circuits serving the operating equipment and pumps. 13. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back u or break out. - P g .Y � P Standard Conditions for Secondary Treatment Units Page 5 of 17 Certified for General Use Effective Date: February 19,2013 14. Any System.structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 15. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred for annual inspection.) y 16. Upon submission of an application for a Disposal System Construction Permit (DSCP), the.Designer shall provide to the local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance,and the 310 CMR 15.000;and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the Owner's estimated costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for-a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and vii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local Approving Authority, if the Department or the local Approving Authority determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 17. The System Owner and the Designer shall not submit to the local Approving Authority a DSCP application for the use of a Technology under this Certification if the Certification has been revised,reissued, suspended, or revoked by the Department Standard Conditions for Secondary Treatment Units Page 6 of 17 Certified for General Use Effective Date: February 19,201..3 prior to the date of application. The Certification continues in effect until the Department revises, reissues,'-suspends, or revokes the Certification. 18. The System Owner shall not authorize or allow the installation of the System other. than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 19. Prior to the commencement of construction,the System Installer must certify in writing to the Designer,the local Approving Authority, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 20. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual,the O&M manual, and a copy of the Approval. 21. Prior to the issuance of a Certificate of Compliance by the local Approving Authority, the System Installer and Designer must provide, in addition to the certifications required by Title 5, certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 22. The Department has not determined that the performance of-the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall . not install or use an Alternative System; and When a sanitary sewer`connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance'with current Code requirements, unless a later time is allowed in writing by the Department or the local Approving Authority. III. Operation and Maintenance 1. To ensure proper operation and maintenance (O&M) of the System, the System Owner shall enter into an O&M Agreement with,a qualified Service Contractor whose name appears on the Company's current list of Service Contractors and has -been certified, at a minimum, at Grade Level II (two)by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. Prior to commencement of construction of the System, the System Owner shall provide to the local Approving Authority a copy of a signed O&M Agreement. 2. From start up and thereafter, the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance _with this Certification, the Designer's O&M requirements,the Company's O&M requirements, and the requirements of the local Approving Authority. The System Standard Conditions for Secondary Treatment Units Page 7 of 17 ' Certified for General Use Effective Date: February 19,2013 Owner and Service Contractor shall be responsible for compliance with all monitoring and inspection requirements. All inspection, operation, maintenance, and monitoring requirements remain in effect until the conditions are modified, terminated, or superseded by a new Approval. . 3. The System shall comply with the following monitoring requirements and effluent limits. The required O&M Agreement with the Service Contractor shall include the following monitoring schedule, at a minimum, subject to modifications that may be required by Paragraphs II1.7.a) and 7:b): z R_ 1VIo on ° Sami le ,,, .,u ,,a Eftluciif`" ' wn r Parameter y Location _� ,; . F uer See frequency effluent of pH• grab 6 to 9 specified treatment unit below. See frequency effluent.of . .turbidity measure <40 NTU specified treatment unit below See Measure and settleable frequency effluent of measure solids specified treatment unit f record ml/1 below only See Record frequency visual effluent of color - observation specified observation treatment unit only below See dissolved frequency effluent of measure > 2 mg/l oxygen(D.O.) specified treatment unit below Depth of See Ponding Paragraph measure Inspection port to See;Paragraph j within SAS III. 0 bottom of SAS I11.10 Thickness of Septic tank or floating Once every other process Pump out,,as " grease/scum 3 years measure tank where solids necessary layer are.retained Depth of Sludge and distanceto measure Septic tank or Once every other process Pump out, as j 3 years tank where solids necessary effluent tee/filter/outlet are retained z 4. An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits). Standard Conditions for Secondary'treatment Units; Page 8 of 17 Certified for General Use Effective Date: February 19,2013 5. Facilities (residential and nonresidential)with a design flow of less than 2,000 gpd, other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits) and a maximum of 7 months between " monitoring inspections. 6. Facilities (residential and nonresidential)with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and not more than 4 months between monitoring inspections. 7. Systems installed under this Approval shall be subject to the following Performance Requirements: a) Whenever field tests indicate a pH outside the specified range, an exceedance of the turbidity limit,-or D.O, below the desired minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory,analysis for BOD5 and TSS; b) For an individual household, if laboratory analyses indicate an exceedance of 30 mg/L BOD5 or 30 mg/L TSS, the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection,and collect another effluent sample for laboratory analysis for BOD5 and TSS; and c) Whenever two consecutive sampling rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS, the System Owner shall be responsible for submitting to the local Approving Authority,within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. Standard Conditions for Secondary Treatment Units , Page 9 of 17 Certified for General Use Effective Date: February 19,2013 8. Each time an Alternative-System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date; time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) .depth of ponding within the SAS, if measured; y e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system'had been pumped with date(s) and volume(s)pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis, if any k) any cleaning and lubrication performed;, 1) any adjustments of control settings; as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 9. Unless directed by the local Approving Authority to take other action, the System Owner shall immediately cease discharges or have wastewater hauled of£site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)l or 2, backing up into facilities or breaking out to the surface. 10. Measuring the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection ports and any other available access to the distribution system for: a) .Residential systems less than 2000 gpd where the effective leaching area installed is less than that required by Title 5 (310 CMR 15.223-228); and ' b) Any-system where a septic tank meeting the requirements of Title 5 has not been installed. (Not providing a septic tank meeting the requirements of Title 5 must be allowed by the Special Conditions of the Technology approval.) 11. Whenever an SAS inspection port measurement indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding Standard Conditions for Secondary Treatment Units Page 10 of 17 Certified for General Use Effective Date: February 19,2013 within the SAS is above the invert of the distribution system, the System Owner shall be responsible for submitting to the local Approving Authority,within 60 days of the follow up inspection, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and any laboratory analyses for the previous year. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. IV. Additional System Owner and Service Contractor Requirements 1. Prior to commencement of construction of the System and after recording and/or registering the Deed Notice required by 310 CMR 15.287(10), the System Owner shall provide to the local Approving Authority a copy of: a) a certified Registry copy of the Deed Notice bearing the book and page/or document number; and b) if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 2. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15;287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made apart of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the local Approving Authority within 10 days of giving such notice to the transferee(s). 3. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid DSCP,issued by the local Approving Authority which covers the proposed work. 4. The System Owner shall provide access to the site for the Service Contractor to perform inspections, maintenance, repairs, and responding to alarm events; as may be required by the Approval. 5. The System Owner and the Service Contractor shall maintain an O&M Agreement at all times. The duration of the O & M Agreement shall be at least one year and shall include the following provisions: Standard Conditions for Secondary Treatment Units Page 11 of 17 Certified for General Use Effective Date: February 19,2013 a) The name of a Service Contractor, who meets the qualifications specified in the Approval, shall be included; b) The Service Contractor's responsibilities for inspection;operation, maintenance, monitoring, recordkeeping and reporting,as required by this Approval shall be included; c) The Service Contractor shall be responsible for obtaining lab analyses and submitting the monitoring results to the System Owner and the local Approving Authority in accordance with the reporting requirements; and d) In the case of a System which is determined to be failing to protect public health and safety and the environment, as,defined in 310 CMR 15.303, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval,procedures and responsibilities of the Service Contractor and System Owner shall be clearly defined, including corrective measures to be taken immediately. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy of the O&M Agreement, the approved design plans; the Owner's Manual, and the O&M Manual. 6. The Service Contractor shall submit to the System Owner the O&M report and inspection checklist within 60 days of any site visit. -7. The System Owner and the Service Contractor shall maintain copies of the Service . Contractor's O&M reports, inspection checklists, and all reports and notifications to the local Approving Authority fora minimum of three years. 8. Upon determining that the System is in violation of the Approval or the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the Service.Contractor shall notify the System Owner immediately. 9. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner and the Service Contractor shall be responsible for the notification of the local Approving Authority within 24 hours of such determination. 10. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed,components not functioning in accordance with manufacturers' specification`s, or violations of the Approval, the Service Contractor shall provide written notification within five days, describing corrective measures to the System Owner, the local board of health, and the Company and may only propose .* k or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed_ by a Designer who is a Massachusetts Registered Professional Engineer or a Standard Conditions for Secondary Treatment Units Page 12 of 17 Certified for General Use Effective Date: February 19,2013 Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiringg-a DSCP shall be'done by an Installer with a currently valid Disposal System Installers Permit and, if training is required,the Installer shall be certified by the Company as qualified to install the System. The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 11. The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation,expiration or other change in the terms and/or conditions of a required O&M Agreement with a Service Contractor. The Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or-other'change in the- terms and/or conditions of a required O&M Agreement. 12. By March l st of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local Approving Authority all O&M reports and inspection checklists completed by the Service Contractor during the previous w calendar year. 13. By March 1 st of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, violations of the Approval, inspection checklists completed bythe Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 14. The Service Contractor shall notify the System Owner of these Conditions and any other changes to the terms and conditions of the Approval within 60 days of any changes. 15. Within one year of any.changes to the terms and conditions of the Approval, the System Owner shall amend,as necessary,the O&M Agreement required by Paragraph IV.5'to reflect the changes to the terms and conditions of the Approval'. 16. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department. requests regarding the System,within 21 days of the date of-receipt of that request. 17. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer,Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval-by the System Owner unless the Department determines otherwise. Standard Conditions for Secondary Treatment Units Page 13 of 17 Certified for General Use Effective Date: February 19,2013 V. Company Requirements 1 The Approval shall only apply to model units with the same model designations specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the units, installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except the Company shall be responsible for verification of the appropriate model unit as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in a Technology approval. 2. Prior to submission of an application for a DSCP, the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring (i.e. water use); iv) alarm response procedures and troubleshooting procedures; c) An owner's manual, including alarm response procedures; d) Estimates of the Owner's costs associated with the operation including,when applicable:power consumption, maintenance, recordkeeping, reporting, and equipment replacement; e) -A copy of the Company's warranty; and f) Lists of trained Designers and trained Service Contractors and, if training is required by the Company,trained Installers. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater,the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. The Company must maintain programs of training and continuing education for Service Contractors. Training shall be made available at least annually. If the Company requires trained Designers or Installers,the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update, and make available by February 15`h of each year, lists of trained Service Contractors and, if certification or training is provided by the Company, Designers and Installers. The Company or its authorized Standard Conditions for Secondary Treatment Units Page 14 of 17 Certified for General Use Effective Date: February 19,2013 agent shall certify that the Service Contractors and, if training is provided, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs IV.10, 11, and 13. 5. .The Company or its authorized agent shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 6. If training is required, the Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract, that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 7. As part of any training programs for Service Contractors, Installers, or Designers,the Company or its authorized agent shall provide each trainee with a copy of this' Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 8. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts,the Company shall submit to the Department for review a copy of any proposed changes to the manual(s)with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 9. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents,prior to any sale of the System. 10. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 11. Within 60 days of`issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the System and all distributors and resellers of the System. Standard Conditions for Secondary Treatment Units Page 15 of 17 Certified for General Use Effective Date: February 19,2013 12. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to.the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 13. The Company shall maintain copies of: a) . the Approval; b) the installation manual specifically detailing procedures for installation of its System;_ c) an owner's manual, including alarm response procedures; d) an operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements and recommendations(including water use and power consumption when required) and sampling procedures; iv) alarm response procedures and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including, when applicable: power consumption, maintenance, recordkeeping, reporting, and equipment replacement; f) a copy of the Company's warranty; and g) lists of trained Service Contractors and, if training or certification is required, Designers and Installers. 14. By April 15th of each year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the - specific alternative technology approval for which the annual report is being filed and contains, for the previous calendar year; the following.information with the date and address of each event: a) all known violations of the Approval, including Systems not operated by qualified Service Contractors; b) ,any System failures or malfunctions; and c) corrective actions.taken, including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. Standard Conditions for Secondary Treatment Units Page 16 of 17 Certified for General Use Effective Date: February 19,2013 15. The Company shall maintain the following additional information for the Systems installed in Massachusetts and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type of use (e.g.;residential, commercial, institutional, etc.), the design flow, the model installed; b) the installation date, start-up date; current operational status; c) the name of the Service Contractor, noting any cancellations or changes to any Service Contracts; and d) copies of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses, all monitoring results, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. E 16. The Approval shall be binding on the Company and its officers, employees, agents, contractors; successors, and assigns, including but not limited to dealers, distributors, and resellers..Violation of the terms and conditions of the Approval by any of the foregoing persons or entities;respectively, shall constitute violation of the Approval by the Company unless the Department.determines otherwise. VI. General Requirements 1. Any System for`which'a complete Disposal System Construction Permit("DSCP") Application is submitted while the Approval is in effect, may be.permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department,the local approval authority,or a court requires the System to be modified or removed or requires discharges to the System to cease. . 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winier Street- 5th floor Boston, Massachusetts 02108' 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety,welfare or the environment, and as.authorized by applicable law. The Department reserves its Standard Conditions for Secondary Treatment Units Page 17 of 17 Certified for General Use Effective Date: February 19,2013 rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. 1 Attachment B LlCommonwealth of Massachusetts Executive Office of Energy.&Environmental Affairs Department of Environmental Protection r One Winter Street Boston,.MA 02108.617-292-5500 DEVAL L.PATRICK RICHARD K SULLIVAN JR, Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Commissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Aquapoint.3, LLC 39 Tarkiln Place New Bedford,MA 02745 Trade name of technology: Bioclere 16, 22, 24 and 30 series units (hereinafter the "System"). Schematic drawings of a typical System, a design and installation manual, Owner's Manual, O&M manual, and the technology inspection checklist are part of this Approval. Transmittal Number: W059416 Date of Issuance: Revised February 12, 2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification for General Use to: Aquapoint .3 LLC., 39 Tarkiln Place, New Bedford, MA 02745 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. The sale, design,. installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer, the Service Contractor, and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 19, 2013 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper E Revised General Use Certification Page 2 of 3 Bioclere 16,22,24 and 30 Series Units Issuance Date: February 19,2013 Description of the Technology The Aquapoint Bioclere System is a fixed film reactor Secondary Treatment Unit(STU) that consists of a fiberglass tank containing a trickling filter section with inert plastic media, a clarifier and sump, a fan for aeration, and dosing and recirculating pumps. Effluent from the septic tank is sprayed over the plastic media and then enters the clarifier that separates solids from the liquid. The base of:the,unit serve_s as a final settling basin which discharges to a traditional soil absorption system. Conditions of Approval The term"System"refers to the STU in combination with the other components of an on-site treatment and disposal system that may required to serve a facility in accordance with 310 CMR 15.000. The term"Approval"refers to the technology-specific Special Conditions, the Standard Conditions for General Use Certification of Secondary Treatment Units, the General Conditions of 310 CMR 15.287, and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to serve a facility where the site meets the requirements for new construction and the design flow is less than 2,000 gpd, the.Department authorizes reductions in the effective leaching area(310 CMR 15.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Special Conditions 1. The System is Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval, the System shall comply with all the "Standard Conditions for General Use Certification of Secondary Treatment Units", except where stated otherwise in these Special Conditions. 2. The System is approved for.facilities where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving-authority. 3. The Company must maintain;programs of training and continuing education for Installers. Training shall be made available at least annually. 4. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. 5.' Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Approval. w059416 Revised General Use Certification Page 3 of 3 Bioclere 16,22,24 and 30 Series Units Issuance Date:February 19,2013 6. The septic tank and/or the equalization tank shall be designed for a minimum of 36 hours detention at design flow. The tank shall comply with the other requirements of Title 5 and no tank shall be less than 1,500 gallons. } w059416 Attachment C Received, JAN.-2 2014 by' j �oF sr+e�ow� BO)tqr Nye En,dtOoring.&SurveytnQ' Twn o of Barn�st�able - nilltNsm t'E NAtiR: Board of Health } rfDN1P� 200 Ma i StreeCHyam'os TQ 026Q1° Office: 508=562:36a 1 Waync%,iller;M.D: FAX, "308 79Q 63Q9 Paul Ciinniff Drivt_D. Junichi Sawayanagi : J:an: 15, 2014 Mr.`Matthew'Eddy Baxter-Nye-.Engineering and Surveying - 78'North. Street Hyannis, MA 026Q1 RE! -0= Darby- Wa .=_#ormerl_`. 459 Old°:M ill�Road ,:Ostervillo <M/P 143=040 001 Variance Decision DearMr !Eddy, You-are granted.:a,.var ance;on be4lf of your'client, Oster_ville Landing, LLC, to construct an inn:ov`a`tive/alternative shared'system 'at.4.59�OId.Mill Road, Oste�rville;i , A ._ . . __. _ _ t The:proposed pfan:was-prepared fora,,.res.idential'developmenaconsisting of 1=1:: single-fam lyahomes with:,a,total of:.3 drooms;an.d a,,deslgnwastowater fiowiof_ 4,070 gallons per day. The,Title.5`system,proposed to service'the development includes,an!8=inch diameter sewer main;.a 19 000-gallon'two=compartment'septic tank, a'Boclere secondaryareatment unit, an11;00Q=gallon:pump cfambe_r and a soil.;absorption sy.,stem'consisting,of 18'50'x2'x2'stone tre.nch.es: T'hevadar,Ge;granted`is.as follows: 310`CM R`,15 221(7.). `To p ace more than 36 inches:of:soil cover,over.the'top of" the system. This;variance is granted subject to the follow ngt,conditions (1) Th'e septic tanks sha11`constructed of H2O;(heavy duty)`loading The plan; .8 all be'revised 10<note,t11is requirement; (2), SoiJ:and percolation.data.shall.be confirmed priofto or`at,the`time of installation of the septic system components: (3) The wastewater shall,be;fested quarterly during the firsttwoyears-of :operation: Q ILES\MatthewEddyllarby�l a�Osten?ille l 1 Hoiiii Devclopinentvarinnce .._ 4 : The;mflue;nf and effluent,shall be tested for the following„parameters,:,pH, (.) BOD, TS,S; TI<N,, Ammonia'Nitrogen, Nitrat&Nitrite:: (5) The effldent'shall be:the following.concentration limit for total nitrogen: 15 mg%liter.. (6) After tw ' n e aatio ( otimei - lloyearsof o m .appear' beore the: Boardof, Health dunnga public meeting toy p.resent'the,results ofthe-infl.uent,'and`efflu.ent:testing: of.Heath;indieatin9 that (7) The;a ppIrcant shall submit a lee oardttr tothe _ o,thepe mk . a 172 Stormwater,c o ed Management Parcel" shown,on:the,r revised plan will not be built,upom,., (8) The,applic`ont shall submit a letter;to the Board of Health.'indicating that, th.e parcel`reserved for sewag1.e treatment marked:'`V1lasfewater'Treatment, Area"t.sl%own onithe'revised plan-`will not be.;b;uilt up'on.; Sinrely your IT l Wayne i'Her, M.D. Chairm n Q-iwpI'ILF.S\Rtatthe��L'dd�U�rU�\\'a�Osten lle'11H�mcD.eveloumenty rimue.doo , KTW GROUP, LLG °., w P.O: BOXj490- 4 a � zM, 4 `x OSTERVILLE MA 02655 Re: Mill Pond Estates n. s 459 Old Mill Road " Osterville Ma. 02655 $ f To Barnstable Board of Health s 200 Main'.Street Hyannis Ma 02601 To whom it may concern; The parcel reserved for drainage marked as"lot-12 stormwater management pa"reel" shown on the submitted plan,dated signed May 17th,<2005,"WILL`NOT,BE BUILT UPON,'? , , Signed' Charles Tardaninc0' y , .Partner KTW Group`LLC November,27, 2013. It 'e 4 a^�� LN\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE . 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 MITT RONMY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner January 11, 2006 John Sweeney RE.: BARN- STABLE—BRPWP5ob- Starboard LLC Subsurface Sewage Disposal- 310 CMR 409. Starboard Lane 15.000 of Title 5 of The State Osterville,Massachusetts 02655 Environmental Code—Mill Pond Estates Transmittal No. W062225 Dear Mr. Sweeney: The Southeast Regional.-Office of the Department of Environmental Protection has completed a technical and legal review of the application for approval of a shared system for the above-referenced facility submitted in accordance with 310 CMR 15.290. The application included unexecuted copies of the "Grant of Title 5 Covenant and Easement" and"Declaration of Trust"documents. In addition,the application included supporting documents and engineering plans consisting of five (5) sheets titled: "WASTEWATER SYSTEM DESIGN PLAN MILL POND ESTATES —45�6-,D MUUM VID , Y 2005 SHEETINDEX 1. COVER SHEET 2. SEWER MAIN AND HYDRAULIC PROFILES 3. WASTEWATER DETAIL SHEET 1 2 4. WASTEWATER DETAIL SHEET 2 5. WASTEWATER DETAIL SHEET 3 ,# PREPARED FOR: STARBOARD, LLC 409 STARBOARD LANE, OSTERVILLE, MA 02655CD ., HORSLEY AND WITTEN GROUP lv r ­90 ROUTE 6A, SANDWICH, MA 02563" This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Z�j� Printed on Recycled Paper R 2 The submitted plan shows eleven (11)proposed dwellings located on Old Mill Road that will be tied into a shared septic system with a design flow of 4,070 gallons per day. The eleven (11) dwellings will connect via a gravity sewer to a shared system that consists of a 19,000- gallon septic tank, a Bioclere model 24/30 treatment unit,an 11,000 gallon pump chamber and soil absorption system. After a technical and legal review of the submitted information,the Department hereby approves the proposal in accordance with 310 CMR 15.293 of Title 5 subject to the following provisions: 1. Construction shall be in strict accordance with the approved plans and Title 5 of The State Environmental Code.No further changes shall be made without the prior written approval of the Department. 2. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of any construction. 3. Written certification that the shared system was constructed in accordance with the approved plans shall be submitted to this office with a copy to the Board of Health. Said certification shall be submitted by a Professional Engineer who is registered in the Commonwealth of Massachusetts.Nothing in this provision is intended to interfere with the right of the Board of Health to inspect the system at any time during construction in order to assess compliance with the final plans approved by the Department. 4. The system shall not be used until the Barnstable Board of Health has issued a Certificate of Compliance. 5. This approval pertains to the discharge of sanitary waste only.Non-sanitary waste shall not be discharged into the proposed shared system. 6. The frames and covers of the access manholes of the septic tank,pump chamber and treatment units shall be maintained at grade,to allow for regular sampling access and necessary operation and maintenance. 7. Failure of the owners,persons or entity owning or controlling the system to properly operate and maintain the system shall constitute grounds for the revocation of approval for the use of the shared system. 8. An appropriate financial assurance mechanism,to ensure effective long-term operation& maintenance of the system,must be submitted to this office with a copy to the Board of Health prior to the start of construction of the shared system(i.e.,letter of credit from a bank or sufficient funds in an escrow account). 9. The shared system shall be inspected annually in accordance with 310 CMR 301(7) and, shall follow 15.302, "Criteria for Inspection". All inspection reports shall be submitted to the local Board of Health and the Department within thirty days from the date of the inspection. 3 10. All liens, easements,homeowners association incorporation and association bylaws which you have provided the Department, shall be recorded in the chain of title of the properties within thirty days from the date of this approval letter and evidence thereof submitted to the Department. 11. Please provide this office with a copy of the Certificate of Compliance for the System within 14 days of the Board of Health's issuance of the Certificate of Compliance. 12. Operation and maintenance of the Bioclere.system shall be in strict conformance of the Certification for General Use of the Bioclere system issued by the Department. The issuance of this approval does not relieve the involved parties from complying with any applicable Massachusetts and local laws and regulations. If you have any questions,please contact Christos Dimisioris at(508) 946-2736. Very truly yours, 'V VA- Brian A. Dudley Bureau of Resource Protection D/CD/ cc: Richard Claytor Horsley Witten Group 90 Route 6A Sandwich,MA 02563 Thomas McKean Barnstable Public Health Division 200 Main Street Hyannis,Massachusetts 02601 DEP Watershed Permitting Program, Title 5 Section,Boston DEP-SERO ATTN: Anne Bingham I 7 Town of Barnstable A Board of Health s639. �v+ 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 15, 2005 Mr. John Sweeney 409 Starboard Lane Osterville, MA 02655 RE Mill Pond_Estates/:459 Old Mill Road; Ostervill i Dear Mr. Sweeney, a During the public meeting of the Board of Health in July 12, 2005, the Board voted to charge you a reduced fee of$200.00 for multiple percolation tests and test holes at eleven lots located at 459 Old Mill Road, Osterville, MA (Assessor's Map 166, Lot 1). This approval is contingent upon you ensuring that all of the holes are excavated and ready for observations at or before the appointment time with our health inspector. Although a shared Title 5 system will be constructed upon one lot, the State Department of Environmental Protection is requiring test holes at all eleven parcels to show that it is feasible to construct individual septic systems on each and every lot. Sin erely Yo s, Ayn Miller, M.D. Chair an r 66 n of Barnstable - Tow Board of Health ' ++ 200 Main Street,Hyannis MA 02601' Susan'G.Rask,R.S. Office: 508-862-4644 ° Sumner Kaufman,MSPH FAX 508-790-6304 _Wayne.Miller;M.D. June:2,"2006 Mr. Mark Nelson ' Horsley Witten Group; Inc.,. F ` 90 Rte 6A Sandwich, MA 02563 r andwi Pro osed':Monitorin :::Plan/459 Old: Mill.Road; Osterville Dear Mr. Nelson, ' r�. t The Barnstable Board of Health reviewed the monitoring plan for the innovative- alternative shared;system proposed at Mill Pond Estates, 459 Old Mill Road, le MA (Assessor's.Map Lot'1), submitted on behalf of your client; Ostervil ( 2005 public hearing. The proposed , Starboard Sweeney LLG,.at the April 19, plan was prepared for a residential,development consisting a wastewater of single- homes -family . homes with a total of 37 bedrooms and'a design w gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 19,000-gallon two-compartment septic ter tank a Bioclere secondary treatment unit, an,11,000-gallon pump chamber and a soil absorption system consisting of 18 50 x2 x2 stone trenches, oring plan for the shared IIA system You requested approval for the monit j . The Barnstable Board of Health voted to approve the proposed monitoring plan, subject to the following conditions: Y 1 The wastewater shall be tested quarterly during the first,two years of operation. The influent and }effluent shall be tested for the following parameters: pH, (2) 3 BOD,TSS; TKN, Ammonia-Nitrogen, Nitrate-Nitrite. > (3) The effluent shall be the following concentration limit for total nitrogen: 15 mg/liter: " Y' icant (4) After two years of operation (sometime in 2007) the to presenttshall app sar before the Board of Health during a public meeting of the influent and effluent testing. 5 The applicant shall submit.a letter to the Board of Health indices the parcel reserved for drainage marked as indicating.that ). Lot 12 Stormwat Management Parcel" shown on the', ubmitted plan dated signed May_17, 2005, will not be built upon. applicant shall submit a letter to the Board of Health indicating that a (g) The pp the parcel reserved for sewage treatment marked "Wastewater Treatment Area" shown on the submitted plan dated signed May 17; 2005,wiil not be built upon. rely y Y s; Way Miller, M.D. Chairman r Horsley Witten Group IN Sustainable Environmental Solutions 90 Route 6A • Sandwich, MA • 02563 Phone-508-833-6600 Fax-508-833-3150 wwwhorsleywitten.com May,17, 2005 . f Christos Dimisioris Department of Environmental Protection Bureau of Resource Protection 20 Riverside Drive Lakeville, MA 02347 t Re: Residential Development With Shared Septic`System ' 459 Old Mill Road, Osterville, Massachusetts ,. Dear Mr. Dimisioris: o, r On behalf of Starboard LLC, Horsley Witten Group, Inc. (HW) is providing revised documents to complete the Shared System permit application package, previously submitted under Transmittal No. W062225. We have enclosed: , a) a revised Sheet WW-2 showing test pit locations, and b) a revised Figure 1, demonstrating property line and foundation setbacks, and including calculations for each different SAS layout. The test pits on Sheet WW-2 were located approximately,based on records from the Barnstable Board of Health (BOH). The test pits and percolation tests were performed in 1999 by others . and witnessed by a Town of Barnstable health agent. The BOH has considered that, because the area of the property in which the test pits were performed and the proposed SAS area are mapped with the same soil type in the NRCS Barnstable County Soil Survey, new test pits were not necessary in the proposed SAS area. Instead, the BOH would like to observe the SAS excavation afthe time of construction to verify the applicability of the previously-obtained soil data. The revised Figure 1 shows the same property with the same buildings and potential occupancy, but the property lines have been extended to the roadway centerline. This is not inconsistent with the proposed roadway's designation as a private road. Four different SAS configurations are shown; calculations for the sizing of each configuration are presented above the layout. Title 5 setbacks are presented graphically for each proposed lot. . Sandwich Boston Providence Smart Growth • Integrated Water Management Wastewater Management Stormwater Management Civil&Environmental Engineering Wetlands Assessment Hydrogeology&Water Supply • Coastal Management Site Assessment&Remediation • Land Use Planning Graphic Services • Education&outreach. -,Department of Environmental Protection Ma;; 12, 2005 Page 2 Thank you for your consideration. If you have any questions and/or require additional information, please contact F.P. (Tom) Lee or Ann Bogucki at 508-833-6600. Sincerely, HORSLEY WITTEN GROUP, INC. Ann Bogucki Environmental Engineer Enclosures cc: John Sweeney, Starboard LLC (Applicant) Sean Sweeney, Heritage Builders Barnstable Board of Health HorsleyWitten G M Group : ,.\_ _ Sustainable Environmental Solutions a � L Horsley Witten Group � Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Phone-508-833-6600 Fax-508-833-3150-• www.horsleywittenxom 3. I MEMORANDUM TO: Barnstable Board of Health Cc: John Sweeney FROM: Horsley Witten Group, Inc. DATE: April 12, 2005 RE: 459 Old Mill Road, Osterville, MA At the March 1, 2005 meeting, the Barnstable Board of Health approved the septic system design for the proposed Mill Pond Estates residential,development at the above address. We have subsequently submitted the shared system application to the DEP, with a copy of the DEP submission sent to you separately. At the March 1 meeting, you also requested that we review the costs of increasing the nitrogen removal efficiency of the Bioclere system proposed for Mill Pond Estates. The following is a comparison of estimated costs for increasing levels of wastewater treatment that we have. prepared for the proposed development. We have received cost estimates from the Bioclere provider, Aquapoint, Inc., for Bioclere systems sized to treat the effluent to 19 mg/L, 15 mg/L and 10 mg/L of total nitrogen. The "basic"unit is sized'to treat medium-strength domestic wastewater to the standard given in the DEP Provisional.Approval for nitrogen reduction,for the Bioclere system. The "enhanced" Bioclere would have a slightly larger clarifier, along with other minor modifications to the basic design,to increase its nitrogen removal capacity. The system with the "denite" addition is considerably more complex, requiring extra tanks and pumps, chemical addition and storage, and more frequent operation and maintenance. JA4087 Starboard-Sweeney\permit appsNoclere cost memol.doc L Sandwich Boston- Providence Smart Growth • integrated Water Management wastewater Management Stormwater Management Civil&EnvironmentalEngineerino Wetlands Assessment Hydrogeology&Water Supply • Coastal Management Site Assessment&Remediation • Land Use Planning Graphic Services • Education&Outreach The costs are presented in the.following: Summary of Cost Benefit Analysis for Bioclere System Mill Pond Estates,Old Mill Road, Osterville,MA Basic Enhanced Bioclere with System Bioclere Bioclere Denite Initial Capital $232,625 $236,375 $322,625 Initial per home $21,148 $21,489 $29,330 O&M per Year -- $4,120 14,120, $30,300. O&M per Year per Home $375 $375 $2,755 m N in Effluent 19 15 10 An increase in nitrogen removal to 15 mg/L can be achieved with an incremental cost increase; while a further reduction to 10 mg/L requires substantially higher costs. Based on the'treatment system that is selected, we will evaluate the performance of,the system relative to the expected effluent concentrations. 2 Horsley.Witten Group Sustainable Environmental Solutions t , WATER QUALITY MONITORING PLAN FOR SHARED SEPTIC SYSTEM Mill Pond Estates Osterville, MA The monitoring plan has been.developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. To that end we propose quarterly monitoring of the septic system influent and effluent for the following parameters: Biological Oxygen Demand (BOD); Total Suspended Solids (TSS) Total Kejdahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Starboard LLC, and Horsley Witten Group, Inc. within 30 days of sample collection. Samples will be collected quarterly for a period of two years, after which this Plan will be subject to review by the Board of Health. Following review, the sampling frequency may be changed. jA4057 stlirboard-sweeney\permit appsVi m planAic y McKean, Thomas From: McKean, Thomas Sent: Friday, January 21, 2005 5:28 PM To: Traczyk, Art Subject: Comprehensive Permit application/Chapter 40B/Mill Pond Estates-449 &459 Old Mill Road Osterville Dear Mr. Traczyk, The Public Health Division staff and the Board of Health reviewed the proposed''40B project to be located at 449 and 459 Old Mill Road, Osterville. Our local Board of Health Regulation, Part VIM, Section 15.00, requires shared innovative/alternative systems for any developments designed to discharge 1650 gallons per day or more. This application is for a discharge of 3,630 gallons per day on only 2.8 acres of land. It is therefore strongly recommended that the applicant design and install a shared innovative/alternative_ nitrogen reduction system for wastewater disposal for this development. Sm7i cerelnny yours, Jhomae N. ///cJCean 1 Thomas A.McKean,C.H.O. Director of Public Health TOWN OF BARNSTABLE Phone#: (508) 862-4644 Ismail: health@town.bamstable.ma.us 1 f i E` 1 Town of Barnstable , KAMA$ Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 + Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 15, 2005 Mr. Mark Nelson Horsley Witten Group, Inc. 90 Rte 6A x Sandwich, MA 02563 RE: 459 Old Mill Road, OstervilleI Dear Mr. Nelson, The Barnstable Board of Health reviewed the proposed Title 5 design for a shared system at Mill Pond Estates, 459 Old Mill Road, Osterville,"MA . (Assessor's Map 166, Lot 1), submitted on behalf of your client,. Starboard Sweeney LLC, at the March 1, 2005 public hearing. The proposed plan was prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 19,000-gallon two-compartment septic tank, a Bioclere secondary treatment unit, an '11,000-gallon pump chamber and a soil absorption system consisting of 18 50'x2'x2' stone trenches. You requested approval for the Title 5 system as a shared system, according to 310 CMR 15.290, to service the entire development. The Barnstable Board of Health voted to approve the proposed plan; subject to the following conditions: (1) The applicant shall return to the Board at the April 19, 2005 hearing to present monitoring requirements for the proposed system in compliance with Section 360-26 of the Code of the Town of Barnstable. (2) The applicant shall,submit to the Board the following: (a) A plan showing that the site can accommodate the 11 homes „ without a shared system; (b) The completed Grant of Environmental Restriction; (c) The financial documents required by 310 CMR 15.290; and (d) The legal ownership documents required by 310 CMR 15.290. Please contact us if you have any questions. „ Sin rely Yo s, ! aye filler, M.D. Ch man THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A , I / \C(�J L DATA THE CgMMONWEA�TH OF MASSACHUSETTS BOARD OF HEALTH NOTICE TO ABATE A NUISANCE F - 19 As owner ant of you are hereby notified to remedy the conditions named below within 24 hours of the service of this notice, according to Massachusetts General Laws, Chapter III,Section 123: i If at the expiration of time allowed these conditions have not been remedied, such further action will be taken as the law requires and a fine of$20-00 per day may be charged. By Order of the Board of Health Inspector FORM 600 HOBBS&WARREN,INC. REVISED 1979 �?I� �Gr THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH NOTICE TO ABATE A NUISANCE 19 owner As occupant of you are hereby notified to remedy the conditions nafned below within 24 hours of the service of this notice, according to Massachusetts General Laws,Chapter III, Section 123: If at the expiration of time allowed these conditions have not been remedied, such further action will be taken as the law requires and a fine of$20-00 per day may be charged. By Order of the Board of Health Inspector FORM 600 HOBBS&WARREN,INC. REVISED 1979 l ' �� ��, y �� •�:� !•ti s i '+�v �. , � a., r. �E y , 9 0 2 2 3 I.3 5_1 3 --- NOLAROiDD 6 ,j- Y�ii IZ-1- PIP i f TOWN OF BARNSTABLE er�"Py� t Q OFFICE OF DA71]19TLBLIS BOARD OF HEALTHold, 367 MAIN STREET HYANNIS, MASS. 02601 r August 18, 1989 , 1�j I I y Mary E. Pina c/o Chester Hawkins Rte. #1 - Box 174 Jackson, NC 27845 NOTICE OF CONSIDERATION OF CONDEMNATION OF DWELLING DUE TO VIOLATIONS OF STATE SANITARY CODE Ili 105 CMR 410.000, . MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION � The property owned by you located at 459 Old Mill Road, Osterville, MA was inspected on August 18, 1989 by Donna Miorandi, Health Inspector for the Town of Barnstable because of a complaint. The following violations of 105 CMR 410.000, State Sanitary Code, Minimum Standards of Fitness for Human Habitation were observed: Regulation 105 CMR 410.150: No shower or bathroom tub provided. Regulation 105 CMR 410.253: Insufficient light provided in bathroom, living room and bedroom. Regulation 105 CMR 410.500: Exposed insulation and boarding in the ceiling of bathroom, livingroom and kitchen. Regulation 105 CMR 410.300: Cesspool overflowing raw sewage onto ground behind dwelling. The violations of Regulations 105 CMR 410.150, 410.253, and ` 410.300 are conditions deemed to have the potential to endanger or impair the health and well-being of a person or persons occupying the premises, and must be corrected within 24 hours of receipt of this notice. You are also directed to have the onsite sewage disposal system pumped within twenty-four (24 ) hours of receipt of this notice by a licensed septage hauler and to keep it pumped as necessary to keep from overflowing until the system is upgraded. S In addition, you'' ate direct-od to correct the violations of Regulations 410.500 within seven (7 ) days of receipt notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days of receipt of this notice. �. Failure to comply with this order will result in a public hearing r f to determine whether the dwelling is unfit for human habitation, and whether an order to secure and to vacate should be issued. PER ORDER OF THE BOARD OF HEALTH i Thomas A. McKean Director of Public Health TM:cst cc: =az=rer;Cotut F-ixeep . Joseph Daluz, Building Commissioner Centerville/Osterville Fire Dept. Welfare THE COMMONWEALTH OF MASSACHUSETTS ARD OF HEALTH o CITY OWN I Q DEPARTMENT NY ADDR UNE L � Xfe VTE LE AddressK © _ �� Je l, 1�JCIC1� �--ram/ 1t cupant 0 Floor _ Apartmen No._ No. Occupants No. of Habitable Rooms _ No. Sleeping Rooms No. dwelling d rooming neck �N No�Stries &zt� _�n /11 �Name and address of owner V Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish: Containers: o Drainage Infestation Rats or other: STRUCTURE EXT. Steps, Stairs, Porches: Dual Egress: and Obst'n.: ❑ B ❑ F 0 M Doors, Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen. Sanitation: Dampness: _ Stairs: _ Lighting: STRUCTURE INT. Hall, Stairway: Obst'n.: Hall, Floor,Wall, Ceiling: Wj Hall Lighting: o Hall Windows: �. z HEATING Chimneys: z Central ❑ Y o N Equip. Repair W TYPE: Stacks, Flues,Vents: a PLUMBING: Supply Line: 3 ❑ MS ❑ ST ❑ P Waste Line: ' m H.W.Tank(s) Safety and Ven (s) 9 e I ELECTRICAL Panels, Meters, Cir.: C ❑ 110 ❑ 220 Fusing, Grnd.: d i AMP: Gen. Cond. Distrib. Box: 0 Gen. Basement Wiring: DWELLING UNIT Ventil. Lgtng. Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen _ Bathroom Pantry Den Living Room Bedroom (1) Bedroom (2)- Bedroom (3) Bedroom (4) Hot Water Facil. Sup.Ton., Gas, Oil, Elect.: _ Stacks Flues Vents Safeties: Kitchen Facilities Sink Stove Bathing, Toilet Facil. Vent., Plumb., Sanit'n.: Wash Basin, Shower orTub: Infestation j Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted: Locks on doors: A ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE LK om OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE 'AUTHORIZED INSPECTOR. (See Over) "THIS INSPECTION REPORT 1 SIGNED AND CERTIFIED UNDER THE PAINS AND PENALT Sj0FPERJUR :" 4 C INSPECTOR TITLE r DATE ._ TI M E A.M. THE NEXT SCHEDULED REINSPECTION P.M. i 410.750- 1r.Condi't'i n Deemed to E da ger or Impair Health or Safety ' The following con ditions,lwhen found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of these itemsI.wh'ich are deemed to always have the potential to (� enda_nger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.000 through 410.499 state minimum requirements of fitness for human habitation, any violation has the potential,\toAi all within this category in any given situation liut' may not do so in every\case and therefore cannot be included in this~listing. Failure to include shall in'-noway be construed as.a determination that other violations may not be foundktotfall within this category"' Nor shall failure to include affect the duty of the- local health official to order repair or correctioi of the violations) pursuant to�4M CMR •410.830 through 410.833 nor shall it affect the legal obligation of the person to whom the order is issued to comply with such order. (A) ! Failure to 'provide a supply'of water sufficient in quantity, pressure and temperature, both hot,,and cold-, to meet the ordinary needs of the occupant in accordance with 105 Ch,R 4'1Q1.480-and 4TO..i901'fo'r 'a' period of 24 hours or longer.- }q:'\` (B) Failure to provide heat as required by 105 OIR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 41b.202. (C) Shut-off`and/or failure to restore electricity or ,gas. (D). Failure to supply the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253(A), 410.253(B) and the lighting in common area required by 105 CMR 410.254. E Failure to provide a safe supply of( ) p pp water. y (F) Failure to provide a toilet and maintain a sewage system in operable condition as required by 105 CMR 410.150(A)(1) and 410.300. (G).- Failure to provide adequate'exits; `or the obstruction of any exit, passageway or common area caused by an object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450 and 410.451. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (I) Failure to comply with any provisions of 105 CMR 410.600 through 410:6.02 which resultstiki any accumulation of garbage, iubbishA filth or other causes of sickness` which may`proVide a food source or 'harborage for rodents, insects or other pests or otherwise contribute to accidents or to'the creation or spread•of 'disease ' '' " ' I - • '. ;,, (J) The presence of lead-based paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regualtions for Lead Poisoning Prevention and Control 105 CMR 460.000. (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns; shock, accident or other dangers or impairment to health or dafety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilities as are required by 105 CMR 410.351 and 410.352 so as to expose the occupant or anyone else to fire, burns, shock,. accident or other danger or impairment to health or safety. (M) Any of the following conditions which remain uncorrected for a period j of five or more days following_the notice to or knowledge of the owner of said condition or conditions: + `t i (1) lack of a kitchen sink bf sufficient_size and capacity for washing dishes and ,kitchen utensils-or lack of a stove and oven :or, any, defect that`renders' eittieri operable. {-2) , failure o•provide'a`washbasin!and a shower. or bat�itub as required i in j 5' MR 410.150(A)•(�2) �andt 410.150(A)(3) and any defect which renders them inoperable. (3)-•any defect, in ,the electrical,. plumbing, or heating system which makes — such system_oi, any part thereof in violation of generally accepted plumbing heating, gas-fitting, or electrical wiring,standards that do not create an immediate hazard. (4) failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (N) Amy other violation of Chapter II not enumerated in 105 CMR '410.750(A) through' (M) stell be deemed to be a condition which may endanger or materially impai'r"'the-health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered,by the board t of health. J OSTE .RVILI.ILE L.ANDING Cape . Cod . Featured, P Th e ' 0x or The ' . Pheasant e "3 a;'a K ' Th'e Cot., . , The Osprey developed by: KTW Group LLC 874 Main Street Osterville, MA 02655 BAXTER NYE !�-1 ENGINEERING& "' \ _ SURVEYING \\� ♦ / \ \\�,�� - ,� Registered Professional Engineers — \ and Land Surveyors (� - IJ.,`; i'\ ,Fr 78 North Street—3rd Floor �1 _— ;E6°=0 Hyannis°Massachusetts 02601 I Pone—(0 )7 -76 2 i. w .baxter-nyexorn ` �•\\ /, i 1,` STAMP STAMP \ -. CONSULTANT //J� �\�"�• OJ \ `� - \\ \. I `, \\\ \�, -r \ CONSULTANT -�•\. S '4� O �`� .. r'/ � 1 .,\� :� 1, PREPARED FOR: / - BF�c706.1 A%PERRY' K'IW(�p� LLC \\• If W \\ 1„ ca 706.•392 °T°CURB sp a\ / —�` C/O P.O.BOX 490 QT sE -NL11 '1 erVft MA 02I 55 55 71 + ? \ \ rr i SEE LANDSCAPE OR / t ♦ \ ALL PLANTING LOCATIONS\ •�-_' '�` 1 i \ �,^ .;.��,\ a TTPEs PROP.HOUND TW. 92. / '♦� A.lf 143 71 ;AREA •.,-; a / I �� ,1 \\ .T.\;., \\�_�.�__ TOW OF 9.4RV TABLE Y ,// 5"4( CdM5Ng6 c� r- ° r ' ne "m�►�, ,� � y`41 PS �� pTT E C // ` + y INFILTRATION S. PUBLIC CONSERVATION �„ ...�'� a•. 2 ' \ , OT J2 AND RECREATION AREA `.\ _ g.A� o \. 58 6 / + O sq- n9Y �� k 1, ey. HO , v \\/ �� 40" \\-g � \� inn ✓W rBe• � v ^AaaC, C alb + •_ : qi' a. 4e / 5.:.7 �5 10 �� 40sr�`4 R6r \/' �\ e _ 4p',',C_S� '/� � a• o� 6�,�`� / -� r•. ' •r _ � O D. oil .12o' T �°2.'- 61.79 I. A.K 143,105 - / n _ Qr 64.23 \ i A.IfFR/CO BARBOSA 59.5 . \\� a.CK�� o��r i`�•i i / :'� � '�� SHEET TITLE Site Layout Plan 58.37 SHEET No - 1 �\ C ISO 'II,AT�nN ' •',/ � �\ . DATE: 7-30-13 } HOUSE / �\\ o i j 30 D 30 60 anal ANDAIDEWALKSCALE IN FEET ' SC AL E:1'�30• DRAWM/DESIGN BY:A. CHECKED BY:� JOB MO: �.� OAOD FILE: 1D>d-026-4 _ 1 2014661 I � FND I I � ' 1 I `I I1 1 1 / � 1 / , I / � 1 oft °.s / A M 166102 i _ 1 BENJAMIN PERRY 7061390 o' + .LOT l ---- _ .�o qCK �0"ACRES ------- 850 � \ l 9 ------ - SEE tARDSCAPE AMM FOR PLAKTRO LOCATIONS/ SHED / IYPF.�b ^ 1 � --- % A.At 143,111 7VWN of oi. BARNsrARLE(MUN)cgroseas ' // / \ % • sP� '/ 45 ' RECREATM AREA �`, g � ` /�j/% -r � OBI E LOT L �`, �a,; // � --sit s -`;- ,6 P 02 ACRES LOT 10 LOT 5 =� use+SOFT. 1 i i ,,- / 6JB ACREb ! Up SOFT 1 / 0z ACRES -- �Bt LOT N ;c� 4L"2 saFT. / LOT 4 `/ ; e / OX ACRES / of 483 SaFy. i i ' li /•h O / 0A ACRES Z - 6ti LOT 3 6.453 3aFT. 0.9 ACRES ' � i / i i _s�Y• �r � 1 --so—LOT 2 %` + --- SITE PLAN ACRES- SCALE: I' = LO' SITE INFORMATION TAKEN FROM 'SITE 60'" `�> !/+ iLOT/ LAYOUT PLAN' BY BAXTER NYE ENGINEERING '" 15"sia.rr. 5 e E SURVEYING. DATED 8/4/200 JOB C 200L-02 ACRES L-2 c i 1A °y _ Jry0 - � APPROX. LOCATION 7 � GAS SERVICE 0 � CISiB ill II, • �UU I':i�':_ ■111111 ■L71�! 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Ind X WA ACE �. -7 QCMS N0.41367 >t so a g_ `` C7 "wn � \ tom ` ,,.��• / 3 ��� t� . iM earAwat► �\ • 00, � s a • u WINEA4101r Am %ol PUBLIC°°�A / \\ a twozac ouor � ' "WrAw01IMMA OASW Am mov or er kxr timt®e i /crip.) BAM T !iT REPLACE NoiEsH OF . Koum 1 S70RMwA1FR tlF1TRAl10N BASQ1 DESIGNED �� ��'! 7D ACCpRIODAIE 100—YEAR STORM EVENT. }���� 0`I' C� ola�wlo aN ANo arm s�E RUNOFF CHRIST►NE E. N o *'DACE G � „y ` `` w � ` No. 4i 367 i� O GRAPHIC SCALE /O AL \` ` / w s w w 4• 4087 L•ivY V (IN nor) -80 t: GI NERA[ COVS7RUC77av NOIE.S• 1.TOPOGRAPHICAL SURVEY PROVED BY LADUE LAND SURVE11NG 51 CAPTAINS VILLAGE LANE R/W BREWSTER,MA 02450. R� 2 SITE PLAN-11 SINGLE FAMILY TITS PROPOSED. - 3S WADE ROW s.WASTEWATER MANAGEMENT-111.E 5 CCM►IUHIW SEPTIC SYSTEIL VARIES 4' 1' 4' 2' 4:1 41 w sTORMWAIER MANAGEMENT-BIGMETENnDN AREA AND DRY SWALE FOR S70RMWAIER 4c 1AX 25X TRAVEL LANE TRAVEL LANE MIN {TREATMENT AND AN ROXTRATON BASIN FOR MOO MWATR ATTENUATION UP TO THE 1o0-YEAR 4• TYPE 1-1 BITUMINOUS CONCRETE CAPE COD BERM d5 SICRY EVENT. PAVEMENT: 25'WEARING SURFACE, ON (12'WIDE) 7 S ROADWAY DATA-}}.FT RIGHT-OF-WAY.16-FT ROADWAY IWO7H. 1_5• BINDER COURSE 1� VARIES a 0.DRAINAGE PIPING SMALL BE HOPE YODEL N-12 AS MANUFACTURED BY ADVANCEDR,ml 4.1 MAX 8' MIN. GRAVEL EXTENSI 2X 2 G PAVEMENT a SYSTEMS.INC,(ADS)OR EOIVAIFRT AND CONFORIM TO AA9R0 M294 CORRUGATED � a POlYE1H11.ENE PPE(SI00T11 OITEMIOR} PIPE SHAl1 BE INSTALLED AT THE LOCATIONS INOGITD gym- 1• -ate '- '.- r._-•> Ti '•'•q:-Y;� --l'-tia ;^� : - ON THE PLAN. YMIIIW PPE SrOPE 9ULL BE 0.5 PERCENT. CORRUGATED POLYETHYLENE PIPE _ i•:�•--. .r.. _ _ _ PLANTABLE SOIL a' SHALL BE CARMI LY BACKFLLED IN ACCORDANCE VAIN MASSACHUSETTS HIGHWAY DEPARTMENT * BORROW SEED STANDARD sPE>cIFIc+TnGINs(1997 RLlA9a11S} 8'PLANTABLE - APPROVED SUBGRADE SOIL BORROW ( WATER MAIN 3' TYPE 1-1 BITUMINOUS CONCRETE k 7.THE WATEWARI SHALL BE B-•ING1 PVC Cr900(OR-te)MO 97MCE PIPES SIALL BE PE RAW,PIQE gty�MAIN (S'MIN. COVER) PAVEMENT: 2' BINDER, 1' WEARING TDP 3ROI,AM AND MUST BE PROTECTED FROM ULTRAVIOLET RAYS A N0.12 WIRE SHALL BE S® ) 'NOTES (TOP) WRAPP . CLASS 20M AROUND ALL NON-YETALLC PPE TO FACILITATE ITS LOCAIICN. TUBING SHALL BE RAGE (2' MIN. COVER) - - INLET 1. GRAVEL BASE COURSE SHALL CONSIST OF INERT 0.SEWER PIPE SHALL BE SDR-35 PVC PIPE A PRESSURE TEST OF ALL SEWERMAIN LIES SHALL.- MATERIAL THAT IS HARD. DURABLE STONE AND BE CONDUCTED BY THE CONTRACTOR AND 07MBSED BY A TOWN REwWm1TAMvE THE 12' COMPACTED BANK RUN GRAVEL BASE COURSE < 10'MIN. CONCRETE OUCTBANK - COARSE SAND. FREE FROM LOAM AND CLAY. pr NICE7000NTRACTOR E TIME fE FOR PROVIDING 711E TOWN Mi1H A LNOIUII OF 4N1-HotraS - ELECTRIC. TELEPHONE. do SANDY-LOAM AND/OR LOAMY-SAND SHALL BE 2 g .. NOTICE lO THE 701E OF THE PRESSURE TEST. PULED ON FIRM MATERIAL IN 3'LIFTS(COMPACTED TO 957n EXCAVATED FROM ALL ROADWAY SUBCRADE IF 0.UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPEWICATIONS ALL STE COINSTRUCigH FOUND AT THE TIME OF ROADWAY CONSTRUCTION. MATERIALS AND►PUBLIC WDCIM ARE A DCONFORMP TO THE FOR OF YADGES.SETTS 2 HORIZONTAL UTILITY DISTANCE ARE SHOWN FOR ki DEPARTMENT' OF PUO1C woRl(S STANDARD sPEOF1CAT1OHs FOft MOIWAYS A1�BRIDGES.19BB - - TYPICAL - AN ROADWAY CROSS SECTION MINIMUM SEPERATIONS•SEE SITE PLAN FOR ACTUAL I l a d y MDi I W" LOCATIONS. SEE TYPICAL DETAILS FOR EACH ro� 10.ALL DRIVEWAYS SHALL BE A DRIVEWAY OF HALL10-FT1 WIDE AND A MATOYUII OF 30-Fr WIDE THE SEPERATE MINIMUM UnuTY DEPTH. x w�WITH (&I TAPER HER OF THE DRI USE SHALL DR E AYSSMINIMUM SHOWN O WIDER AT THE ENTRANCE 1 g WEITI A 5e1 TAPER WHERE CURBING 6 USED, ALL DRIVEWAYS SHOYMR O/THE PLAN ARE A - � - - � G . MNLMW OF 20-FEET IN LENGTH FROM THE EDGE OF PA%U"T OR EDGE O"SWEWALX '. BA MC aWS7R/CMV SF�/FIN/ LENGTH AND WADTH PER SITE L INSTALLATION OF EROSION t SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. SEE STE PLAN SEE PLANTING PUN FOR PLAN 2 SITE CLEARING k GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE. FOR GRADING h' PLANT SPECIFICATIONS' FURNISHED FILTER MEDIA SOIL SHALL � - 3.ROUGH GLADE 97E MATERIAL OU CONSIST OF A MAX. OF 107[GUY• ROADWAY SHOULDER 0.ROUGH GRADING OF SURFACE STOMYWAIFR MANAGEMENT AREAS BIORETENTION - MAX 3OZ SILT, R MIN. BOX SAND SEE SITE SHOULDER AND 0.IN MANAGEMENT AREAS.tK EROSION AND SEDLIO/T OONTROL.DEVICES AT SURFACE S10RYWA717t PREFABRICATI� DRAINAGE ROADWAY PLANDETAIL YANAd9M I NT OAINLET TO INFILTRATION BASIN. 0.PRELIMINARY ROADWAY cRADIND. - - 7.INSTALLATION OF ALL SUBSURFACE DRAINAGE STRUCIUR6 B.INSTALLATION OF ALL REMAINING EROSION AND SWUM CONTROL DEMEs SIDE SLOPE 9.INSTALLATION OF SEWER MAN,UNDERGROUND ELEC/TELE/CiV AND WATERIUJK MAX 4:1 10.INSTALLATION OF BINDER COURSE _ SIDE MAX 9' - . 11.CONSTRUCTION OF ALL RESDENTIAL DWELLINGS. SLOPE - PENDING(Dp) \ 12 SURFARLMCE E T ALL STORM ELAN SYSI DRIVEWAYS. lO REMOVE GRAVEL. OR - 4:1 O U1 MUD) PAVEMENT - A- 13.REMOVAL SF ACCUMIOI(VEGETATION,DfaVIAYAYS.GRAVEL,OR O1F$R} - _ _ "VVV •. 14.REMOVAL of ACCUTALA Sp1ENT FROM ALL FOREBAYS. ���: ::!.- - --- - - -- .q I&STORMWATER FACILITIES FILTER MEDIA AND PLANTINGS INSTALLATION WTIM THE -: -,;,__ Y MIN Q� pp BIOREIENTION AND DRY SWALE FACLIT1ES _ - 10.INSTALLATION OF ROADWAY TOP CGURSE. i -- -•. - 17.FINAL SITE STABLLRAl1OL `-S•'- -•:- _ _ • _ -`••-' �'� ' ' ; :12 IN ;. m 10.REMOVAL OF REMAINING EROSION d SEDIMENT CONTROL DEVICES - - -AND FINAL CLEANUP. - - I - :.1- - qq V :{- . . _ � - - =-,• �- sod.•:•-_---:� - -`De . - :-F1L _ �! FILTER FAEIPoC t- - , s~;•> '` COBBLE RIP RAP (MIraB FW300 ar E N. y' .•.� --i_-3 1 •_*- D50. S'MIN. c :i ':•Y ~ ~'' •'�4 " •FILTER FABRIC (Mirafl FW300 or Approved Equiv.) O DRAINAGE INLET WAIN RIM SET 9'ABOVE -•APPROVED NATIVE SUBGRADE FREE THE SWALE BOTTOM TO COLLECT RUNOFF Sheet Flan COMPACTED GRAVEL GR PIPE OF ROOTS, LARGE ROCKS A DEBRIS AND CONVEY TO THE INFILTRATION BASAL / / CRUSHED STONE BASE(11-MIK) 9 SWALE - - • TYPICAL BIORETENTION BOTTOM FACT ITY DET I . . - `� ___•_ EID�m sly. - oi OVERLAND FLOW THif](GRASS t \ VEGETATION _- 1O0-YR FLOOD PROTECTION-FURNISHED FILTER MEDIA SHALL PLAN OVE%ANo FLOW � �EJOSDIIC GRADE • CONSIST OF A MAX IOX CLAY. -PAVER ROADWAY _ MAX J07G SILT. a MIN. BOX SAND \(SEE SITE PLAN) FLARED-END SECTION ON CONTROL FABRIC a�• 9. \ W/RIP RAP OUTLET- INFILTRATION BASIN :(MfraR - Mk=nat TMB or Equiv.) m _ •e�.M Err r bw�.+r erg 0d.W BASIN BOTTOM3 .`S110F APPROVED 1• 1 M�s MATETiIAL INLET Pft MINT FREE D 1 ®1� O��► 7C�' L COMPACTED .� "at WE E. a 3'LOAM At SEED . t Nz p y Y•• rA,f: STRUCTURAL FILL . TER FABRIC Mk fl FW300 or NOTES (DEPTH 3' MIN.) O W1�ACE $� ( equiv) 8' LOAM k I. REMOVE ALL TOPSOIL AND A MINIMUM OF 3 FEET OF NATIVE V CM y MATERIAL SUBSOIL BENEATH ALL BERMS AND REPLACE WITH NO.4130 MATERIANA71VE -+ STRUCTURAL FILL COMPACTED TO 907E ASTM D-1557. PROFIL 2. THE EMERGENCY OVERFLOW SHALL BE INSTALLED IN ACCORDANCE 8 SI nOM VAIN TOSTONE NEGE WITH THE TYPICAL RIP RAP DRAINAGE DITCH DETAIL AT THE E CURTAIN ELEVATION SHOWN IN THE GRADING PUN. 3 DRY SWALE DETAIL ^*�••-� I In frye TYPICAL_ SECTION THROUGH INFII TRAMON RAS 4087 IIDR tb 1b9Er ,,,,,� -G�j•""" _oq q� IOIs a �a . b.d NMICO aM•Of-Y�r•Of 8 Y MO.L CtlYCL/R•ClW ' - - MCA OI IiI M0•ML C mLl V � � - 1 COf MLL M NOY IIAIf m6 . SHIM.PUNYM OETALINV :: . . . M YIIr YLNYC aa� • • •� • q ��NOR" �NYf YR M00Y1 OlY[ nY s MM MI \ • • - ymm�d CCI a WNW Npr. •• ••• ssaii'-�i:as amywn NAIIIININN�IIQlA •®•Us m —'G r s r rw Cl MIAs 'C"' d - \ 9 _ HOFi O _ \\ - .7 �� b\MI 14WA A•OFICCI.O• � 'CO[/AIL WOL�p� 4 \\\ j y�d�� �� Y MOK Ct a.ImNu,.ar-I• _ - � •. - �q��WWI� � CHkISTINE E. MIIOA d 10/M[MML C.•1..w .-1 COI MIL a,lol N101I oMa Ilm PUMMIG MTAL \ S v IN CIAE ti GRAPHIC SCALE - N0.41367 (m 7M) i m•a-ao a i r • APPROVED AND ENDORSED UNDER G.L. By, COMPREHENSIVE � IT APPLICATION THE BARNSTABLE ZON/NG BOARD OF APPEALPEAL S BARNSTABLE BOARD OF APPEALS ------------------- MILL OND ESTATES ------------------- ------------------- 459 OLD MILL ROAD SITE ------------------ OSTERVILLE, MASSACHUSETTSO 9 1 2004 DATE APPROI,ED --------E-- NOVEMBER 2004 R E V I ' Me_11nd&f �cE, LEGEND: Sheet Title V - • � o,LLt �� tl ,tR ,. � •w . o N � 4� r 1 . flq a' > Cover Sheet `� 9 04 EXIS77NO PROPOSED - - da 2) p 7,�I •T a'. O° �S �O : l •,� � , q �© o : ' 2 Existing C ndifions P/a : M1,/ef - \_.y\u,� — _ a .--y SrORVMA/N l ,"��. o �; s / °a, .•• . " 3 Preliminary Sife Loyou 1f -::il/—� y H tch ry '. - ,' e ��� 4 Preliminary Utility P/an ATE PI.gN RNSTABLE f c �r 4 �eeeahwo�I 7 �9 REV 5 Pre/iminary Details P/an /EVV _.L.c+ ___ ___._.—._____'r wA,Ea uwF —'•--'mow—a`,yAJER L,Nf � G�, - �. �: ,�R,4r 6 Conceptual Landscape Plan for Typical Lo RIW BOUN ar BOUNOaRr II L 14;) 1 :��'10 g`A jO 26 © I a .C a� a DNtY q• yp LOT[/NF a PRa•'fRIY .O %� � '� ; ] `\a1 .I • �` ,ry ---------_--LOTUNFnr PROPERTY' .-----__--_FASaE•r LM£ � 1,(111•Y©• ( 7 ! B s `� �e ' �I}' General Notes BLOC RMAXT.LNE aO ♦ / ° ,{� e BLBC RES,R/Cr.UNE ELC£OF PAV£MfM' . /� y, '` �.` 1. P/a.n Sol for Permilling and Review only and NOT for EDGE OE P-6jNr CURB " Z j construction. CCMEAL,NE '" - ------------------ a�' abbe Y IQ P °,°'% •o CFNrERUNE rRLELWE 2 Topographical survey and base map provided by Ladue '------ Land Surveying, dated June 2004. ....-. .. TREE UNE o _ I y• 9 BURB,Nc ° ' � e _ ` � ° rudder:� -; to � L• 0 6 BBHO/NCSIROUSES =` J . o:`:o i ..;,a •' : Bay / r, �_ :o n r o J. Site characteristics and offsile topography provided by the •---^� PROPOSED PAKNENT � �y, � a o ; c..m -b.,_ , )\))l:- � Town of Barnstable G/S Department. -———— -----------,OO-rr BW SUrFER %Kj ° BD Ly. �- ;Y� v., 1=.. j y (-�•� ' ` - '�^'E ours ;✓� r� - ,�,•. , �\ _ ("� (` 1�..`1J,: 1� CH.4013 ZONING RELIES(VARIANCES) . —LOVE OrFONv ..,.• ., ., / NH �."a j ° r AIL. " _�r�- y DISfRITION�% °„ ` 0 later, DESCRIPTION.. Ex CONTOUR urLei' r'1 eah F,zd( ° ®. ?° X: 2 \ ��� •. Craivtlle•5 -TOWN - .'�'.�.'.....'..'...'...' cR4YR .�<. _ o' 'mo oa,.[•_' PKO.IECI' PROP cRADiNc(foa) s�1 o ost . �01a ^'e .a, r ••• `•. ) 43,560 6,453 �(f \ t,• ,zo ° f, n U. l -*s U,J and` , ^' • MIN.LOT SIZE SF. ^ r '�• (� ) 1.00 Ex..sPor ELLVATroN 5 MIN.LO'LSIZE �C SMRMWA,FR U ' er 1 �' ""Cralgvrllee�\Eh6—` 111N.LOT FRONTAGE(Irl'.) 20.00 0.15 uuucF„vvrsrsmr ° -o �} Crar vile 62.26 MIN_LOT WIDTIi FT.) J y R //�- 100.00 70.5 dIIN.SETBACK(ITT)-FRONT 20.0 12.a8.53 v �. MIN.SETQACK FF -SIDE s<nr EcevA,mN ;�=�_i' c �}�� 1 n>r/ s o r ( ) 10.0 5.0 I MIN.SETBACK 1?l' 9.6 ! �• REAR ABBREM77ONS '1 `` c.: /•'• 1e .,c /.. t yL )- 10.0 �,.•: .•'• t ° �� 1 1`.1'Z MAX.BUILDING IFEIGFI'C(Fr) 30 or 2.5 stor ,Icsscr o 2 STORY Ex E7SnNe o r�•,• p a`.� o W RRXHriwc°e-HA aF w eE u t ° v ° I0e pRock'rJ MIN.RIGHT-OF-WAY WIDTH(FL) 40.0 33.0 _ �`. f' -NTER ALE \_ MIN.ROADWAYWIDTH FG) 22.0 I8.0 0/F OKWR W / - ` Q, rn FESrr PR F , ) _ L r�ac�. !r - �r /9 MIN.TURNAROUND RIGHT-OF-WAY(FT.) 105.0 100.0 S SLOPERCP RONFORCLD CONCRE,E ARC �• %g r z e f y ll( / m� N"PION HOPE N/L'N-OENSNY PoLYEMYfENE PoPE VEGI;'I'A"I'ED QIORLTE � t,C['�' _ it -% � VEGETATION IN CENTER OF TURNAROUND RETAIN NATURAL AREA FOR STORM TE TER Fr rFrEr� � - 5— GREEN STRIPS BETWEEN ROAD AND YES HP NR9 vcvr j \o.:, `� o: ° w w,Nr SIDEWALK/ NO LP co iss WATER a SLEEVE ir�o b ?,.R' a 111 EDGE TREATMENT ADJACENT TO SIDEWALKS i! WITHOUT GRASS STRIP GRANITE CURQ 1py' • CAPE COD ItE1tM r PARR ,\:`• ' h .B WI WASTEWATER rRFArw(M 1•• �'.. �y '. ���� I sw sraevwArER a owseT '.�, .. - SCORM1IDRAIN PIPE CONCRETE Sww S7WWAMRa AGO,ENr c• :�;-�_ a- °A e3 -+i Beach HDI'E • t %�znsye 1 ` Prepared For: 2 Starboard, LLC Gannet; ' �' - •. ..�' .'a •rr r/ -l= ! / Neckp /...:.• - I j _ ":' - jr / ( ' Rocks 409 Slarboaal Lane Leak I��3T`1� •. r1. a ',, ` �_�\ J---- 0simille,MA02655 ceU{veri =0 tetvlllP —} ,v Prepared By: jly Hors le Graphic Scale Witten Group VICINITY MAP Sustainable Environmental Solutions - 1 inch=1,200 feet 3shor wAff' WWW-hofSIeYINltten.COf1'1 Revisions _ M �•""� -_s _ 90 Route 6A,Sandwich,MA 02563 _-.._. ..._. 4087 � CNg15NEE. � ...;... ••• w E Phone:508 833-6600 CM ,a aHr Fax:508 833-3150 X T- Il' Cac: D•sign9y, cnec.caor. .. .. - I LL MC 7., .1 q 1 ' •`\ •\ 1 // �� �='gyp\. `. JI � I I i - Ih6� iy \�\ \\ 1 ! � ,\\•. `� ,� � sue\ �,/// e�'� -------------- .� - >s \� _ _ _ � / V / - '• ^ ( 8r Y.6'REDUCER vJ S 1 _r 9` f 64 01 17 " 9 0 1 C� N a �z 6. :n::r:1e enrc).Sa i 'it tY1JJ`/ o ry / 1 U as / \ !! _ Jam\ 1 "� - -;•::e i 'Li '/� / / +�114GFU4r GRAP141C SCALE30 rmta Rcm 4087 n - r / 167. / I x66go a / ' / / FA'OJ io.o \' \\ \ / _ / WASTEWATER 3EATM T AREA 15,434 sq. fL \♦ Ip'\ \ 1 \ I1 1 1 I ?6'j- / \ 0.35 ones Q„ m G i _ AM. 166/02 REAVAAIIA'PERRY 7061392 / 2,9p4, \\ 9.6' AFFORDABL -1. ---- \ \ -� / y a e s a a4-f 8.552 as nn s0.1 \\ SHRUB(TYP.) ` / 10.20 Dues \ % // ti9 6� F.F.60.5 \ \ / TREE(TYP.) / 15' WW SEMENT AND - 14.2' 0 S\ l --- Q / g2'- 4 \ / RECRr ACCESS TO �' �\\ ROADWAY \ f�q�K I -•// / S /rn \/\ ATIO RECRE NAL AREA / \ / •,_ ' er ,2o.7z7 aq. n. �� % . 2010' 0.46 ouee WALKING PATH l \\ d.` / A.M. 143/17 �✓:� q/£iy *.I; I �S'r _ � LA, / \ YD)17✓OF RARAST.4RLE � �.�RFq n0/I, ..F, 12.3' 6 { (Alum) // ,c y� @ c a MA 8KET71 6.129 eq. c `it. , y�Ell \ �.d ;'• / aRu 9. �'+ a � \ 0.18 f'/SUCONSERVATION , / .•/t, / 23.2' �: c,. \ F.F. 5735' S"0 1 WA AND RECREATION AREA 0 ''�- \ Ai/'f�.R.1 MARKET :d:w ta3 \ �1'IVM/ t 9,444 sq./ it ei.6 0.045 s4 tt / '\ \ yOG n2B W s4 N 0.22 Dues s \ 2 5'59. 1' �' O 29. MARKET \ \ \b0 a �" I / W 1 MARK _ss2z e . ft •9s v ti ET q c I ��.- - VI 34.2' \ ?�2 r` 22.7' MARKET // V v o ys• 34.0' MARKET 6 70F _ 6.599 a ft \ m >\ 0.15 saes/ c / \ 6.453 aq.n. 1 u h\ s `�a \ ,C•J t '� / - _\. 0.15 ocr 240 r F.F.Sq.T F.F. se.o' ,, V, AFFORDABLE �o.,. 20.0 6.9321aa / 62 .S6.yl ele ��cr. 0.16 oces 7 a0.15 cce re 0.0' F.F.56. t yn. .Y, 3.0�2 fL F.F. 59.4'/ 0' , `L -Y / 4'� q ('n -- 6L69 �_29. \ 92' - 6.453 eq. ft 0.0' �d 8 \ - - 0.15 sues- ;b; e� 5 m \ F.F. 56.T s. ��f' 0� V d v / --- \ _. y "4r MARKETa 0�0 V�96P/, --- - d 65 $6d A.M. 143/05 - 'f / s9bi ��? / 1 O -' AMERICO RARRO.SA" r7 \ .7,599 `b� \ 5672/3'1 - 6B \ s - 0.17 acres 59., sa ' s '\ /� 9> •ss.ev F.F.59.2'a \ i 5.0 r i %ss o m y5, i m -34 acgnmw, ° 'Txolyy a NOTES: �C1eU5TelE E. /u SEE SHEET 6 FOR TYPICAL LO cm o \ � y0\ T LANDSCAPE PLAN Ne\ .usat m / rr �N .\ \n" / RAP111C.SCALE- //ProwE Numper. / \ -( o 40B7 (u1 seer> S - ao 3 IL / a / N66Z \ \ g r mo, o LP 70. sy S qCA, Fregk\ A.Af. 166/02 REAVAA11N PERRY 7061392 ?� IY(i T1 C \ -p\� .. .. - / • �Cm sm.,¢o g o a �g SEWER CLEANOUT _ C \ \\ t `9 r TYP. O C e m y �. I ! S` WW SEMENT AND �`� f0\SE-\ / PUBLIC ACCESS TO \ 21 1SgC\ B X-6 REDUCER /titA -/ - RECREATIONAL AREA ,1 „f h a+ ` k \ 3 FROZEN CONDITION ® \ r HYDRANT �� aj� r �-- .; �+ri� \\ RECHARGE BASINS(TYP.) \ /`� i��. 12"X6"INCREASER ,. 0 . .. -` / (TYPJ s/eynn' �� •. \ .: ,. �' asn rud / -- / AAL 143/I1 / y17 it A'OF B.IRASTAOLE �, 1" ` q 11 REDUCER / ��'', /�� e3'y 00 TV 3 / C,4105666 / / - / .',.L;1 cc' Tiy �. /® / N 0 / '4"SEWER/SERVICE Ac / •j7 0" / STORM WATER INFILTRATION R BASIN BOTTOM = 51-FT � 29� �r oy�' �(� ?4� q 100-YR RIM = 54-FT 91, r` (TYP.) / °ESA _ \ c9 h / / rNr^ � `I=f A o DRAINAGE INLET(TYP. \ \ svygC� / / \ �A LN CQ _ \ UNDERGROUND / / \ E C/TELE/ABLE REPLACE EXIS NG 3 /. .. \ •�- AY 'oRaay, 1 O OJ WATER MAIN TH 12"WATE12 R / \ SAP �J a AAfeR/co RARDOSA 5672/321. /o a.. 2"%6"REDUCER NOTES: a o ^ 1 V/ 1.STORMWATER INFILTRATION BASIN DESIGNED s y 1 TO ACCOMMODATE 100—YEAR STORM EVENT, n >a a INCLUDING ON AND OFF SITE RUNOFF. a a a Umao a \ _ At E \\ \\ I! � GRAPHIC SCALE 4O67 IN FEET)I inch 30 IL 4 GENERAL CONS7RUCTION NOTES.- 1. TOPOGRAPHICAL SURVEY PROVIDED BY LADLE LAND SURVEYING, 51 CAPTAINS VILLAGE LANE R/W R/W BREWSIER, MA 02459. 33' WIDE ROW a I 2. SHE PLAN - 11 SINGLE FAMILY LOTS PROPOSED. ; 3. WASTEWATER MANAGEMENT - TITLE 5 COMMUNITY SEPTIC SYSTEM. VARIES 4' j1 __ 4 2 9' 44:1 MAX 4:1 4:1 a2.5%0 TRAVEL LANE � TRAVEL LANE MIN 4. STORMWATER MANAGEMENT - BIORETENTION AREA AND DRY SWALE FOR STORMWATER I CAPE COD BERMTREATMENT AND AN INFILTRATION BASIN FOR STORMWATER ATTENUATION UP TO THE 100-YEAR I4" TYPE I-1 BITUMINOUS CONCREE (12" WIDE) VARIES STORM EVENT. PAVEMENT: 2.5" WEARING SURFACE. ON 5. ROADWAY DATA - 33-FT RIGHT-OF-WAY, 18-FT ROADWAY WIDTH. 1.5" BINDER COURSE FINISH �,SA%-) 8% TYP. 4:1 MAX c--- - -- 1.OR L. 2% 2% PAVEMENT �� g o 6. DRAINAGE PIPING SHALL BE HOPE MODEL N-12 AS MANUFACTURED BY ADVANCED DRAINAGE 6" MIN. GRAVEL EXTENSION- *- � /\\�� y N CONFORM TO AASH TO M294 CORRUGATED DEPTH = 1' - ` Or SYSTEMS INC. ADS OR EQUIVALENT AND -.:;' •-i '' 'T.' ';:: 1- /✓ 6" PLANTABLE SO IL POLYETHYLENE PIPE (SMOOTH INTERIOR). PIPE SHALL BE INSTALLED AT THE LOCATIONS INDICATED \ /.' ; r.:�:;.:':r•i.- -:1•':.'.;. �.':".'%�-%''/'• '" "�"t ''"' //\//\//\/�\\//\\'. \�\ .�\��\� BORROW & SEED w ON THE PLAN. MINIMUM PIPE SLOPE SHALL BE 0.5 PERCENT. CORRUGATED POLYETHYLENE PIPE \'�! 11 //% / -r. /� \�\\ �� SlialL BE CAREFULLY BACKFILLED IN ACCORDANCE WITH MASSACHUSETTS HIGHWAY DEPARTMENT /�\/• \/\/\/\�� 3" TYPE 1-1 BITUMINOUS CONCRETE STANDARD SPECIFICATIONS(1997 REVISIONS). /. /� %\/\\j\\/\\ APPROVED SUBGRADE WATER MAIN - - 6" PLANTABLE //\\//\\���� SOIL BORROW (5' MIN. COVER) PAVEMENT: 2" BINDER, 1" WEARING-(TOP) F DRAIN PIPE SEWER MAIN 7. TITE WATERMAIN SHALL BE B-INCH PVC C-900(DR-18) AND SERVICE PIPES SHALL BE PE & SEED NOTES-. 3408, ASTM-2737 AND MUST BE PROTECTED FROM ULTRAVIOLET RAYS. _A NO. 12 WIRE SHALL BE -DRAINAGE (2' MIN.•COVER) 5' MIN. 5' MIN. 5' MIN. ' WRAPPED AROUND ALL NON-METALLIC PIPE TO FACILITATE ITS LOCATION. TUBING SHALL BE INLET 888 1. GRAVEL BASE COURSE SHALL CONSIST OF INERT ; cLa22 Sao. � �j- MATERIAL THAT IS HARD,-DURABLE STONE AND +_.» ;;{ B. SEWER PIPE SHALL DE SOR-35 PVC PIPE. A PRESSURE TEST OF ALL SEWERMAIN LINES SHALL 10' MIN. COARSE SANG, FREE FROM LOAM AND CLAY- 0 c ' BE CONDUCTED BY THE CONTRACTOR AND WITNESSED PRESSURE A TOWN REPRESENTATIVE. THE - CONCRETE DUCTBANK - SANDY-LOAM AND/OR LOAMY-SAND SHALL BE u o CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF 48-HOURS 12 COMPACTED BANK RUN GRAVEL BASE COURSE ELECTRIC, TELEPHONE, & EXCAVATED FROM ALL ROADWAY SUBGRADE IF C9 v PLACED ON FIRM MATERIAL IN 3" LIFTS (COMPACTED TO 95%) CAM FOUND AT THE TIME OF ROADWAY CONSTRUCTION. c c NOTICE TO THE TIME OF THE PRESSURE TEST. 9. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS ALL SITE CONSTRUCTION 2. HORIZONTAL UTILITY DISTANCES ARE SHOWN FOR 2 m h ;P� MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS TYPICAL 2-LANE ROADWAY CROSS SECTION MINIMUM SEPERATIONS, SEE SITE PLAN FOR ACTUAL �i'?; o� o DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 LOCATIONS. SEE TYPICAL DETAILS FOR EACH >+m Q, - EDITION. NOT TO SCALE SEPERATE MINIMUM UTILITY DEPTH. °7 a _ 10. ALL DRIVEWAYS SHALL BE A MINIMUM OF 10-FT WIDE AND A MAXIMUM OF 30-FT WIDE. THE RIGITT(PASSENGER) SIDE OF THE DRIVEWAY SHALL BE A MINIMUM 5-FT WIDER AT THE ENTRANCE AN O N c WITH A 5:1 TAPER WHERE CURBING IS USED. ALL DRIVEWAYS SHOWN ON THE PLAN ARE A y a m y„ MINIMUM OF 20-FEET IN LENGTH FROM THE EDGE OF PAVEMENT OR EDGE Of SIDEWALK. BASIC CONSTRUCTION SEQUENCE LENGTH AND PL NTH PER SITE 1. INSTALLATION OF EROSION & SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. SEE SITE PLAN 'SEE PLANTING PLAN FOR ? FURNISHED FILTER MEDIA SOIL SHALL FOR GRADING & PLANT SPECIFICATIONS CONSIST OF A MAX. OF 10% CLAY, ROADWAY SHOULDER h 2. SITE CLEARING & GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE.3. ROUGH GRADE SITE. MATERIAL OUTSIDE MAX. 30% SILT, & MIN. 60% SAND SEE WA PLAN AND V 4. ROUGH GRADING OF SURFACE STORMWATER MANAGEMENT AREAS. BIORETENTION PREFABRICATED DRAINAGE ROADWAY DETAIL 5. INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES AT SURFACE STORMWATER MANAGEMENT AREAS. INLET TO INFILTRATION BASIN. R,� W 6. PRELIMINARY ROADWAY GRADING. SIDE SLOPE 1 q t) t7 7. INSTALLATION OF ALL SUBSURFACE DRAINAGE STRUCTURES. MAX 4:1 Q' LV 0•J 8. IISTALLATION OF ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES 9. INSTALLATION OF SEWER MAIN, UNDERGROUND ELEC/TELE/CN AND WATERMAIN. SIDE MAX 9" Er 10. INSTALLATION OF BINDER COURSE. SLOPE PONDING (Dp) 11. CONSTRUCTION OF ALL RESIDENTIAL DWELLINGS. 4:1 TOP MULCH PAVEMENT 12. FLUSHING OF ALL STORM DRAIN SYSTEMS TO REMOVE SEDIMENT. Q Q - - O�j - Q�j LAYER (Dm) �•Q 7 � y 13. SURFACE STABILIZATION (VEGETATION, DRIVEWAYS, GRAVEL, OR OTHER). - - - - -- - - - - - - - I IT�l q w e 2' MIN 14. REMOVAL OF ACCUMULATED SEDIMENT FROM ALL fOREBAYS. � �'<• •� - 4' 15. STORMWATER FACILITIES FILTER MEDIA AND PLANTINGS INSTALLATION WITHIN THE \ / w y BIORETENTION AND DRY SWALE FACILITIES. - IS - rn A TOP COURSE. .. ,... •:. .' '':. .'.:. . .' . . .. . .• ~ V 16. INSTALLATION OF ROADWAY O ?. . .. . . . .. . . ..:. ..... I I:..'.' 17. FINAL SITE STABILIZATION. s. ... .. j.:" ':.'.�. �'..:'!..': .', ...�. .':.� �.,:::�:. -.PLANTING SOIL Os 18. REMOVAL OF REMAINING EROSION & SEDIMENT CONTROL DEVICES AND FINAL CLEANUP. AP FILTRATION.. 12 MIN COBBLE RIP R � -�• t• D50, 6" MIN. w{wL•I Q FILTER FABRIC ^t l (Mirafi FW300 or Equi d V. - c. -- --- -- - � • FILTER FABRIC a 1, (Mirafi^•l_ ,J - (Mirafi FW300 or Approved Equiv.) rO` r ' ' ••�APPROVED NATIVE SUBGRADE FREE 0 DRAINAGE INLET WITH RIM SET 9" ABOVE Sheet Flow COMPACTED GRAVEL OR DRAIN PIPE OF ROOTS, LARGE ROCKS & DEBRIS THE SWALE BOTTOM TO COLLECT RUNOFF / CRUSHED STONE BASE (6" MIN.) AND CONVEY TO THE INFILTRATION BASIN - o W + y y y DRY SWALE a BorroM TYPICAL BIORETENTION FACILITY DETAIL cD NOT TO SCALE V h LLL X �- - V LLl y OVERLAND FLOW - _ - u 8 a _e y TI-LICK GRASS - ' a o a - m y VEGETATION EXISTING GRADE 100-YR FLOOD PROTECTION BERM \ � PLAN OVERLAND FLOW Li FURNISHED FILTER MEDIA SHALL EROSION CONTROL FABRIC on CONSIST OF A MAX 10% CLAY, (((-PAVED ROADWAY FLARED-END SECTION MAX 30% SILT, & MIN. 60% SAND \(SEE SITE PLAN) W/ RIP RAP OUTLET INFILTRATION BASIN (MiraR - r b,a dat TMS or Equiv.) T n - \ ... _. _. -[a<"a r°e.K z eer•^a c°•..°°<I<e o•a:u um•.�w o �uwun� 9' 4, -� , FLAT BASIN BOTTOM 1 3 / ��/�// 3 a s a , INLET PIPE 6" MIN /fi��cl�/ .,s o APPROVED NATIVE MATERIAL - .. COMPACTED \ FREE OF DEBRIS �� �F- y T O '.I. o o _ STRUCTURAL FILL m - c 3" LOAM & SEED - y 0 O O (DEPTH = 3' MIN.) a<yKl„roy .� 'n NOTES: 2' FILTER FABRIC (Mirafi FW300 or equiv.) 5" LOAM & SEED 0 0 0 1. REMOVE ALL TOPSOIL AND A MINIMUM OF 3 FEET OF NATIVE 0 11 STRUCTURAL FILLMATERIAL COMPACTED TO BENEATH ALL B90% ASTM D 1557.ERMS AND E WITH L"wiirce' oN a, y LOOSE NATIVE - � cM1 No.axr MATERIAL FROZEN GROUND •� �`g o t1 CONDITION RECHARGE WITH THE 2. THE EMERGENCY OVERFLOW SHALL BE INSTALLED IN ACCORDANCE " SELL w T CURTAIN STONE ELEVATION YPICAL RIP SHOWNIN THE DRAINAGE GRADINGPLAN. DETAIL AT THE _ 11'�y-`' PROFILE E 4087 DRY SWALE DETAIL TYPICAL SECTION THROUGH INFILTRATION BASIN NOT TO SCAL NOT TO SCALE E + S - 5 a � 'vF a sIcq rF ' Y. ( I i w TOP Of ROOIBALL F n , 4`'�•y F Y�`Y N p 10 MATCH FINISH / 1 GRADE WIIHIN 1" = rY i �pv y ' pl. l Art" x.>•s��,{ I 1 V / 3"SHREDDED BARN MUCH •-��NvdS, Sh"T - M"SOIL SAUCER - sac MmmrwlxH .1� -- Anunc Lnx i#���a�r Ig- ��'",,�+ NDIsluReeosoaA..y,Ai{ "Is REMOVE 1/3 Of BURL" A t FROM TOP. ' Ty Qcan�. } ' If IN PLASTIC OR CONTAINER, C 1 } r REMOVE ALL MAIERIAL. ti NOTES. fi MIN. s { Z ti F T)PLANTING BACKl. '� ,. AS�HAL7-D21VEw�Yzi�.. " 1/3 LOAN.1/3 SAND.1/3 PEAT.BY VOLUME. ^R..`d f.A ' - C= 2)WHEN PLANTING ON SLOPE-MODIFY SLOPE .I ~• ¢ Tip TsyG� 7}A�� u-(1lt6 AS SHOWN. NOTE PARTICULARLY:BUILT UP SAUCER ON LOW SIDE SHALL BE EOUAL 10 ^'♦T v ''' f 1 t, K x�1 (�S,a�rv"gyr a s M3'� 't >is o' n 1 ROOT BALL DIA.FROM PLANT CENTER. ` SHRUB PLANTING DETAIL T BLUESTONE SIN NOT TO SCALEn1q Fizh] bra - R - - y Y h r LAN TING,BED WITH y y� S/oEw HE(YILOCK�MULCH AND s ?�z; n %, a(�y .• .-. .Ask SHRUBS s t IY u Ell - �Fh f�r�."t�r-yL7':i T,j��ati^d,�� • -. �d�' •�r,l) �'T^-'�'j�'_i.,ti�,elj�T'l�r i�;e�„��� 3 I d To Y f1 0.m }_ Q W To V3 C, '� •-• LAWN AREA y 0 i Fq/ RED MAPLE t� O N(AWAT ALL PLASTIC COVERINGS r{ � E'1,1, (ACER RUBRUM) w I1 AND ALL NYLON CORD NON1 INSTALL ViHIIE CLOTH SAFETY - - - •- . ~I {: O RI - FLAG ON EACH GUY - ^V m PRUNE OUT ENOUGH YMOLE . T 0oyMO IN TO REDUCE FOLIAGE BY 1/5.(NOT END TIPS) 7 • • 'GO, u) . . . o G V f- . w 3 . . . HOSE MJARD-N[W 1/2^REINFORCED . . . . . . RUBBER OR PLASTIC HOSE- TREE WRAP ALL ONE COLOR. :'1 • • • • . TOP 0 ROOT BALL N FINISH GRADE F WITHIN ;IOUAIN C TURNBVCKLCS 6 I/2"GALVANIZED ON I at CADMIUM PLATED STEEL FIIIED (D W/SCREW EYES p Duo' 'I NATIVE REMAIN VEGETATION TO 10' SETBACK Cq Tf s` ITBUYING CABLES(MINIMUM STRAND 3/16) IT STEEL CABLE-3 PER MEE —3"SHREDDED BARK MULCH ,. g o E D a"SOIL SAUCER ! S -' @ V OD I'PVC PIPE ( , ` o ff O i US / w CEDAR STAKE 2"1M".3'_ O V SLOPE MODIFICATION _ �M PLANTING VNDISTURBCD SOIL J7 �' 6^MIN 'T NOTES: T. I)PLANTING BACK.FILL: -- 'I REMOVE 1/3 OF BURLAP - OI 1/3 LOAM,1/3 SAND.1/J PEAI,BY VOLUME. PROM TOP. ] . 12"MM. 6 IN PLASTIC OR CONIAINCR, _ ` 2)WHEN PLANTING ON SLOPE-MODWY SLOPE REMOVE ALL MATERIAL. AS SHOW NOTE PARRCULMRty:BUILT-UP SAUCER ON LOW SIDE SHALL BE[DUAL TO _N 1 ROOT BALL DIA.FROTH PLANT CENTER. � r TREE PLANTING DETAIL ,i oofv y NOT TO SCALE ` ;� GHRISTTNEE. ✓• NJ n LVAILACE c',,L o GRAPHIC SCALE W ' I PrI'a Nrm,Oer. E 1 4087 ' (IN FEET) . IO 1 iIIeA= 10 El 51bII NUA61r. S — 6 • 'i TREATMENT SYSTEM DESIGN CRITERIA TREATMENT SYSTEM DESIGN CRITERIA TREATMENT SYSTEM DESIGN CRITERIA TREATMENT SYSTEM DESIGN CRITERIA TREATMENT SYSTEM DESIGN CRITERIA FLOW FOR 440 GALLON PER DAY HOUSE ` FLOW FOR 440 GALLON PER DAY HOUSE FLOW FOR 330 GALLON PER DAY HOUSE FLOW FOR 330 GALLON PER DAY HOUSE FLOW FOR 330 GALLON PER DAY HOUSE USE: RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL USE. RESIDENTIAL NUMBER OF BEDROOMS: 4 NUMBER OF BEDROOMS: 4 NUMBER OF BEDROOMS: 3 NUMBER OF BEDROOMS: 3 NUMBER OF BEDROOMS: 3 DESIGN FLOW: 110 GPD/BEDROOM DESIGN FLOW: 110 GPD/BEDROOM DESIGN FLOW. 110 GPD/BEDROOM DESIGN FLOW: 110 GPD/BEDROOM DESIGN FLOW: 110 GPD/BEDROOM TOTAL DAILY DESIGN FLOW 440 GPD TOTAL DAILY DESIGN FLOW 440 GPD TOTAL DAILY DESIGN FLOW 330 GPD TOTAL DAILY DESIGN FLOW 330 GPD TOTAL DAILY DESIGN FLOW 330 GPD GARBAGE DISPOSAL: NO GARBAGE DISPOSAL. NO GARBAGE DISPOSAL: NO GARBAGE DISPOSAL: NO GARBAGE DISPOSAL: NO a _ o SEPTIC TANK SEPTIC TANK SEPTIC TANK SEPTIC TANK SEPTIC TANK a 200% OF TOTAL DAILY FLOW: 2 X 440 GPD: 880 GAL, 200% OF TOTAL DAILY FLOW., 2 X 440 GPD: 880 GAL. 200% OF TOTAL DAILY FLOW. 2 X 330 GPD: 660 GAL. 200% OF TOTAL DAILY FLOW: 2 X 330 GPD: 660 GAL. 200% OF TOTAL DAILY FLOW: 2 X 330 GPD. 660 GAL. � m C MINIMUM VOLUME REQUIRED : 1,500 GAL. MINIMUM VOLUME REQUIRED: 1,500 GAL. MINIMUM VOLUME REQUIRED: 1,500 GAL. MINIMUM VOLUME REQUIRED : 1,500 GAL. — MINIMUM VOLUME REQUIRED .- 1,500 GAL. _ -- - -- o._ USE 1,500 GALLON SEPTIC TANK USE 1,500 GALLON SEPTIC TANK USE 1,500 GALLON SEPTIC TANK USE 1,500 GALLON SEPTIC TANK USE 1,500 GALLON SEPTIC TANK > LEACHING SYSTEM DESIGN CRITERIA LEACHING SYSTEM DESIGN CRITERIA LEACHING SYSTEM DESIGN CRITERIA LEACHING SYSTEM DESIGN CRITERIA LEACHING SYSTEM DESIGN CRITERIA T a v SOIL ABSORPTION SYSTEM "A" SOIL ABSORPTION SYSTEM "I SOIL ABSORPTION SYSTEM "C" SOIL ABSORPTION SYSTEM "D" SOIL ABSORPTION SYSTEM "E" ..... L LEACHING SYSTEM USED: STONE TRENCHES LEACHING SYSTEM USED: STONE TRENCHES LEACHING SYSTEM USED: STONE TRENCHES LEACHING SYSTEM USED: STONE TRENCHES LEACHING SYSTEM USED: STONE TRENCHES DESIGN PERCOLATION RATE: 2 MIN./IN. DESIGN PERCOLATION RATE: 2 MIN./IN. DESIGN PERCOLATION RATE: 2 MIN./IN. DESIGN PERCOLATION RATE: 2 MIN./IN. DESIGN PERCOLATION RATE: 2 MIN./IN, SOIL CLASS: 1 SOIL CLASS: I SOIL CLASS: I SOIL CLASS: I SOIL CLASS: I Q. y > LONG TERM ACCEPTANCE RATE (LIAR): 0.74 GPD/S.F. LONG TERM ACCEPTANCE RATE (LIAR): 0.74 GPD/S.F. LONG TERM ACCEPTANCE RATE (LIAR): 0.74 GPD/S.F. LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/S.F. LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/S.F. c 3 ¢ TOTAL AREA REQUIRED- LOCAL CODE: 595 S.F. TOTAL AREA REQUIRED-LOCAL CODE: 595 S.F. TOTAL AREA REQUIRED - LOCAL CODE: 446 S.F. TOTAL AREA REQUIRED -LOCAL CODE: 446 S.F. TOTAL AREA REQUIRED- LOCAL CODE. 446 S.F. O o TOTAL AREA REQUIRED - TITLE 5: 595 S.F. TOTAL AREA REQUIRED - TITLE 5: 446 S.F. TOTAL AREA REQUIRED - TITLE 5: 446 S.F. TOTAL AREA REQUIRED - TITLE 5: 446 S.F. TOTAL AREA REQUIRED - TITLE 5: 595 S.F. 0 c TOTAL AREA PROPOSED: TOTAL AREA PROPOSED: TOTAL AREA PROPOSED: TOTAL AREA PROPOSED: TOTAL AREA PROPOSED: > T ¢ C V M m a c J_ A(sidewall): (32'+ 2'+ 32'+ 2) x 2'x 3: 408 S.F. A(sidevoll): (38'+ 2'+ 28'+ 2'+ 18'+ 2'+ 10'+ 2) x 2 x 2': 408 S.F. A(sidewall): 30'+ 2'+ 26'+ 2'+ 16'+ 2'- 312 S.F. A(sidewall): (36'+ 2'+ 36'+ 2) x 2'x 2: 304 S.F. A(sidevvall): (74'+ 2'+ 74'+ 2) x 2'x 1: 304 S.F. 2 N 2 (113 A bottom : 38'x 2'+ 28'x 2'+ 18'x 2'+ 10'x 2'. 188 S.F. A(bottom): 30'x 2'+ 26'x 2'+ 16'x 2'.- 144 S.F. A(bottom): 36'x 2'x 2: 144 S.F. A b ottom 74'x 2'x 1: 148 S.F. c ; c 5 � 0 A(bottom): 32 x 2 x 3: 192 S.F. ( ) ( )� ( )- TOTAL AREA: 600 S.F. TOTAL AREA. 596 S.F. TOTAL AREA: 456 S.F. TOTAL AREA: 448 S.F. TOTAL AREA: 452 S.F. Ui Q M o TOTAL ALLOWABLE FLOW: 444 GPD TOTAL ALLOWABLE FLOW. 441 GPD TOTAL ALLOWABLE FLOW: 337 GPD TOTAL ALLOWABLE FLOW: 331 GPD TOTAL ALLOWABLE FLOW: 334 GPD `0 r c? IN DESIGN FLOW: 440 GPD DESIGN FLOW: 440 GPD DESIGN FLOW: 330 GPD DESIGN FLOW: 330 GPD DESIGN FLOW: 330 GPD -C; o 3 M Cl) M USE 3-32'L X 2'W x 2'D LEACHING TRENCHES USE 4 -2'W x 2'D LEACHING TRENCHES, LENGTHS 38, 28, 18'AND 10' USE 3 -2'W x 2'D LEACHING TRENCHES, LENGTHS 30, 26'AND 16' USE 2 - 36'L X 2'W x 2'D LEACHING TRENCHES USE 1 - 74'L X 2'W x 2'D LEACHING TRENCH C vi '� c o GGo 6 > = cn 30Qiin1014O ° o Q� } E'i1'�T �111 i�!T!�-!-!T■r1-R I!I■!'�R a.a;TRH.■ 14��!• _ • L■. • ■1 .�I■■ ._ ■• ►■1���■�■■"r■ s _a■■�•• •■�■1�+.�� •■�.■ ■■■■�■■.0.0�►•■..■•■ \ _ ___. _.. 1' {._.._ 7--- I.i---1 }.-.__- �,. .,�.. .. i -�, "`r { ".._., 3 �I �•,� s ! Ii p : i 'e c i - r t - I - - _ `-'{ .LPL....._,...1._....1.._.......�..LJ___�.... Ll�._..1..AJ._... ..L1._._�,..L.,_.......i�J„_._� ._ .... , _ ,... ._ -_ .._....._ ..__ ..___. P �_.... 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IF11A _0 6 . 00 TP11 777/7 • I I i / : I Ia..f � .,_.»............. ..• ..,.p_. I. .Y=- r � _ �� _ --�{7` i r..y ._��._, - Iy - y V E i ii I I y ' I { � � , ___ �1i`■'■+J��►�i■��• ■■ice■ V■Y■I•YLL-I L■�°■ :•■��•■.ram.■■��•.rr.■■��.r�rr�.rr� r�rr.�r�..�■• ■Y r• ram. r, ` i.�..J..�■.•r.■..r�■■..r.a-i�i■■rrr■��r•�.�r.�.r. - I Y1. �_ O m t3 Imo- Q) ct3 °p ? N 'o` i > 7 U 3 p N 4— Registratio :�p1�1A,¢I Q �o 41 01 Mq S sic � hG Legend C) � r�tcflntlo n. ` ct OR C N SAS Size Group corres ondin calculations above North "v'45;,61 ,500-gallon septic tank p corresponding ) 20-ft paved roadway ,o-FRF/ys,FPNG��`Q1 / �� ONM E 76 I?_-�-��, A SAS Reserve Trench (2-ft width, 2-ft se aration from rima ff" 10-ft setback from property line p primary) - - - Current property boundary o 60 Project Number: J 10-ft setback from foundation SAS Primary Trench (2-ft width, 6 ft between primaries) - - -- Lot lines 4087 _J) Scale in Feet -ft setback from foundation Test pit location Sheet Number 20 ���� FIG. 1 Jti Z J BACKUP GENERATOR E v E 0 & EIECTRICAL PANEL �0.w. q 0 _L . p V .7 N, 0 LL OCLERE MODEL UJ 24./30 NTH 9W GALLON CLARIFIER tL J N CO Cn .0 BE�AiYA MIA! -Pill'?1F.", 0 > 18-2' MADE. 2' DEEP W LONG LEACHING TRENCHES LOT 7 3o SCH. 40 PVC FORCEMAIN Nle� 11.000 GAL PUMP _j 6 a. CL CHAMBER Ca C) Q AV -COMPARTMENT %% SEP71C TAW. COMPARTMENT BACKUP GENERATOR c) I TO BE 8,140 GAL AND WW` ACCESS 19,000 GAL 2 TMENT 0 JQV v'7114 & ELEC-RICAL PANEL 73 COMPARTMENT 2 TO BE EASEMENT 4�0`70 GAL q IOCLERE MODEL HYDRANT A ca % > -17 CL Ca < (TYP-) 24/30 WITH 950 GALLON CLARIFIER r 0 0 A-V or- a..�'�.,..r44-:""4 ', 8* X E LOT 8 0 REDUCER 4" SEWER cc SERIM T 4) 'at E A zl!*� *.a 0 an ��,WWWXit C U_ Y 0 a g C4 1> LOTJy 6 18-2' WIDE, 2' DEEP 50' jg 0 Ln LONG LEACHING TRENCHES L )T 7 0 4M F. i %0 3" SCH. 40 PVC r. FORCEMAIN QJ 4M 0 -6 00 00 w 11,000 rt CHAMBER GAL PUMP LOT 5 uN GR ND N�N 19,000 GAL 2—COMPARTMENT E C/TE SEPTIC TANK. COMPARTMENT LOT 10 1 M BE 8,140 GAL AND key, WW ACCESS COMPARTMENT 2 TO BE 61.01 4,070 GAL EASEMENT "41j� L �­ , � -I T p s 10T 4 HYDRANT LOT 11 (TYP.) 01�,Z Iff QIB�,F�1,1� 4 _0 A LOT 3 7- R ­4 L14 Es X 6" w_kq \ rp LOT 8 0 REDUCER 'R(L 4" SEWER SERVI 61 LOT 2 V 7 F.F. LOT 6 LOT 114 A.AV J4,.7/!),5 U) GRAPHIC SCALE C* 01 C> GRAPHIC SCALE 30 0 15 30 60 120 40 80 O SEWER MAIN &A SYS 40 0 20 1 G lv L I 5' UTILI L-4 EASE S v ME T E CA HORIZONTAL w w a IN FEET ) ~1 W IN FEET 5 t..4 1 inch 30 LOT L ft. U) I inch 40 ft. Zlil UN RGR ND (D co (D U) 70P OF SOCLDW 12. ZY' Zt Cil co C) ;t t4 P"WDE RJW? 70 GRROF !� I ft awwDs- eac' (D I A-5487' 4m BUX&AV _q9KVE- U)-6 FROM LOr 10 (INV t t t e 4'BUZ.BIN9 SERMCE ELm;5597, ST 4+64� L: (INV � 570' 1 1 FROM 40r 3 Lr4 MP OF rAoVK EL OF 7AW EL 57.0' LL O _8 0 1 r� d p EL-dA44 Sr J*M SDIV? CZZANOUr % 4`BUZ.DVAV ca Lr4 (SEF MM MVN CL 0 k FRom L FAN DE or 1 (INv. ate aU) EL-d&41, ST 4*W, CL -Off TAIL) ' 4 BUiEDIA49 174 I-M.72 8' MR W SE*E? (Mif SW 1) 0 8--57.77, Sr 1*" 7ADWRAS I-M.51 F" LOT 5 00 (?NV JT`SCH 40 PW fWCMVN 70 LfAMIAV Lr4 ­777 ffA7B? '=7 7 C4 ­4 1 0 m M )_JWA7B? SEWfCE WA70? M a47UM fiUV017"N 6'SM. 40, > 1.-29.58 4"BUILDING SV%VE— WA7B? SEWPX -JO' F" LOT B (?NV 8 44 L ­a04,% LO Bm 4`BUZ.AN9 SE714M BUK"M SEWICE BUILDING SD%VE 0 s.I. Ci4 87' EL-57.17, S7'2+11. FfiVM LOr 4 (INV 4o BVILDIAV SD?oflCE---J a47UM S"KAW LT4 Aw tor .9 (INv F" LOT 2 (M. fWM LOT 11 ONY cz 3aW— EL-M&Y, Sr 2*" sry*ax s__;nJQ4 ST J+" E_-d&14 ST 4+84 W Ir4 LT.4 LT4 ) L74 C: Registrati igow GALLONH OF yq CL 1 1+50 2+00 2+50 3+00 J*50 4*00 4+50 5+00 0+00 0+50 MW 7A K F IN V) PROPOSED GROUND SURFACE ALONG CENTERLINE OF SEWER MAIN LAYOUTG9L FATLEE PIU CD CML ti Na 4 U') 11.OAD GALLONg . 0 Aymp SEWER MAIN PROFILE SCALE: vrRrIcAL i 1�—_4' HYDRAULIC PROFILE Project Number: 0 E 0 HORIZONTAL 1=40' SCALE: VERTICAL 1 4087 gowzww NOT TO SCALE CU Sheet Number: WW 2 -APPROVED AND ENDORSED UNDER G.L. c.44B BY THE BARNSTABLE ZONING BOARD OF APPEALS" BARNSTABLE BOARD OF APPEALS ------------------- ------------------- ------------------- ------------------- DA TE APPRO VED 7 DA TE SIGNED Sheet Index LEGEND: - Sheet Title REVISED JANUARY 2005 1 Cover Shee/ EX/STING PROPOSED 2 Existing Conditions Plan Manhole g Oroma a Inlet � ,? �,_, ., {�r:`'" .,,. � - � r� •♦ *,r � r ,#., .v�* ��:.;,.,. ` � � �� �,>'° a'^ •..� ,r ." • ' k, x�_ _.,,. STORM ORQ/N °� ,.. ,. �- 3 g • �- STORM DR4/N ,> g, "► •., 4, ,- �- :.f '�,« `"+�',,,...w—�.- .� ��, ♦ ' ��, « �. .,.� � _.,�^ 4 Gradi & Drain e Plan Manhole y ♦ { a r ,, g S4NJTARY SEWER g SANITARY SEWER ! _- , -•-.. " r. "�� s � « � $I ..- �..,, �s x�, " t. � ✓'"`� -"� lcn Fire Hydrant . # 'sr r '' n. $ # * P • r ro e & granber�Y - ; ' , :$ *¢ Details Plan IM fY iM iK- l` • Q k,� r • . r' * ;F_ ay • WATER L/N£ M, r > . _ 3> R WATER LINE 1t - ,_ rr ,� W .'' FI.: ..'e., i i:.'. f a• �:_ ? - i d3 ;L f,{ ""'4 eonw oo �. � . r ;,. ,�, #{• t° 7 Details Plan 1 —E—£E—E—E—E f E—E E E E—E£ £LECTR/CAL, TELEPHONE, CABLE r . STREAM (vote) .�.'>� � `� ' ei y ,t ,,r � _ ,..«_�:� "`'," ,� "" K �� ;�a s: �' �'+°a., �� �-..,,.. r♦ �k 'mil,<r • r Y 8 Details P/an 2 R/W or BOUNDARY R//1=YY o BOUNDARY � F .> ., •. �� _ ,:� ,. .m. t, :,` ,,, *.. +r 4, ,; . �•�, ..�,/ �` i a ,F 1,� .-�" ��, « i ♦ 9 Conceptual Landsca e Plan for T ica/ Lot LOT LINE or PROPERTY ; LOT LINE or PROPERTY f♦ _� d P p Yp —— —— —— SMENT LINE r t" . ,,. s" , a _ �7_-___.._....._.._. .______ ..._ .— _ EASM£NT LINE �'•�, � ">ti,, � ;,�p= ,= C' ! s r • .(. • - BLDG RES'TR/CT, LINE - � • .. :. , :/ * . ; « , BLDG RESTR/CT. LINE ,,'� f e . a ` k:. . .�. ♦� . x �tv Gener �v al Note a st, EDGE OF PAVEMENT ' EDGE' OF PAVEMENT �^} � �f �E• '� „ i_ f� � s $ � w ff•llr�'' ,� ��' .,1� �.� , • • }. -' cam f, ��, $ FM d 1. Plan Set for Permitfin and Re view on/ CURB . and NOT for .._ ..":% ,!' `1L1-'..: �F;'A:l :. :, _,,,,�, .' qE, �,+„ 'y l`t`:: .i.� � .!' ��,4� "s, s rf' •� }'4';.j a� �7.r ar • k d R ,�i. {. ,,Fz 5,..., ,i. , ' .« °''j: 1 1 { c ' ✓i .,>a w fl "X`.,'`s. iak �ki^ti.,, « ai r , *�• �, r: ,. , -� , �, _ � �_ r�,�' r� ,,, :� ♦ � ��; .• � . �w construction. _ CENTERLINE M, r. CENTERL/NE �� `� � `� �, � '•, .:':. 1 �.rt*� � ,; Q>✓� '_C�� �t,.�-,� ",a � � ;,v ." r x e ��-�-' -!, �"� �+t� fir;': r.,F t,♦ t�,� �s,:�;,, ���e 'iF �f� r•t„'" t `Y. J, Y 4t c� l(} a..-.. �P'a'eG��-yj ;{f i 'e,n.,» 'a� ..«. -��..:„,. � .,...,<,.:- °, r"4 ,ty i F �.� x 1� h . "�e� I_, :� Y } '�:'R.,. `� ,D ....,'.'�., J 6 _ � _ , TREE L/N£ ti , fir- 'x °.. 'i' �� r=�i- i .. '�. :,..... .' ''`',�r'' -,.�yr .• s r v; � .�- .. `'{f A .. .. .. e r r'. .. 4 „ 2. o ra hrda�rQ sure ►�n t e m ro vIded L adue TREE LINE ., ,_. �', .,,... .:: � ,,..- ,:_ ��,. � ,•, : .a. �. ,,._. .� -_,_ �..: � f;,r, map p e. tS r ��"71�"".-'^�' :• ..d_' '�., • f � Y ,. e wtvtg=;i`' 11 r e n '.,�"'" y .r An e �r f' "k et �y, � 4• • � 200 F.. , Land Surveying, dated June <,, ` S ry n BUILDING BiALDINGS HOUSES � 1 m , � 9"_ ti , tr ..> z M• .d � ? , / 'f • 4 9r*, ,.✓ :'J.i ` x ';r' .7 '1,,,, ''.9 4 rE f.. t lz.T -v»,.....,•` _ s�' „y,�l +l r �;,;r 1 �. ,r=• i ;: =ram- M' ..,, fY �; R i... "4'...x •�3 2.i 1. �,...".,:3- �' J. Site characteristics and offsite topograpl7y provIded by the : t — — — 1 BUFFER �.� �.:y DO FT BVW PROPOSED PAVEMENT . M, ., , Town of Barnstable t. ZONE , G/S Department. W W .y W., 1ta f t A'' ' i�l i�V ♦'a� '{i�r. i *� ,,., i ,.#' i w,r. � �4 •'t'+„`+� •�`<^ ^� �k'wr`;.� -:i s P ,1,. F F ND GROSS --° /' .,. ,; ,' -ik„ EDGE O PO � .. .. .� �, � _ ., ,. > � ..�..,.�� j �� fi � .,,JE;, � �.... ",� t �:� � ,,,., -,r ,t;�-� � ,.,;s ,�I�,�'�-"� ��,,,•' �' 1 s •� t r ,_ "`, CH. 40B ZONING RELIEF (VARIANCES) �i , _ ii , EX. CONTOUR LINE a s- .:. .s CONCRETE .. .. ♦ C *} + f ;~, P� , .�, { , vt� 11 rya, ". � F ,� '� s`�, yr pond -.w. s: m , DISTRICT RC .. a'l ! •«•,* Crai • 1te,,F DESCRIPTION TOWN PROJECT 120 . . . . . . . . . . . . . . . �'x �► ae,Ki• «Mti ,rws r, . err PROP. GR4DING /10ft. GR4VEL ,^{, J ;i t i` •¢ t'�= — ».w ►«- A"r .« � N �•*� x F`r t 6 { •a •� s li '��' iew ,"� • w tl .ti. X. POT ELEI/AT/ON : •...:.,••v E' y ,♦a a.. �, ; «• y".• - �` E s �� -f • « , `- .riw► " 43,560 6,4 m +�` ,fs ♦ = • .. s. ._ ..i �•� SAND �d.'#� "- ..,+�,,, ,•'�. ♦ • ... ��• #i ,. •�,: � � -..,,, , ... �' �,+!"' .:�'- 1• �3,,,ars. ,"• �, i�Y-..�;us«*• a / ° ',>; A5 (':f^°"' S'a b,.1 ...X t '2 ,„A' f _... �- ..,. SUE (ACi) - j t✓r{rA.4 f! 2 �' •♦ vy* . 1F"„ \i a✓ .. ,.; a'� h Y' r-,s,+..^°` _",,., 1 .. :" "t .. ..✓ r STORMWAT£R - r"> _. ,„ � �' � _ _ r,���,v��t �h ..,� ':� MIN. LOTS 1.00 0.1.5 _... �_,r _ _._._ ',.: r• ... r` �,.: C lg t MIN. LOT WIDTH FT. 100.00 MANAGEMENT SYSTEM r Y7. { • , .{, �- ;t♦ .• 7O.S py y,,1 y�q r"— f� r✓r"'� ._ qY, >f ,�' > . �r' .'::,', '� r Z'".. Lil1M � 1LJE.-3 _ ( ) ,.✓, «`•Rig. �,�� r�+.�., .r � 1...�tf#�,{'!'1� � s loft MIN. SETBACK{F17 FRONT 20.0 12.3 RIP—RAPf •' '' ,, . ,• at:a �, MIN. SETBACK(FIB SIDE 10.0 5.0 M�••,;* t + 's *' ` tt •. , .. « « ' F•,. �a t�' MIN. SETBACK - REAR 10.0 9.6 58.5 � � i , ® SPOT ELEVATION S �; 00 « `w i d I v =. ;*«R « ' 'k (1'11 «' , " ,/ • : , ;� „ . ,» � ; . " > ;- �t , " MAX. BUILDING HEIGHT(FT) 30 (or 2.5 story, lesser of) 2 STORY ABBREVIATIONS s, - 4 ,, ;'., , ';; « *: • a; • _ a{ • MIN. RIGHT-OF-WAY WIDTH(FT.) 50.0 33.0 � s s• * • i g ` ar: * ,tFr t . 3 Si yu ' " "` pin€ (e r EX EXISTING . :< . i ii { ROW RIGHT—OF—WAY *t 1 j . « ' « '+ ; , y MIN. TURNAROUND RIGHT-OF-WAY(FT.) 105.0 100.0 • i+°lik e`f..P• .. 1 •�1C"� ; `air ,P .'3..+„,.r _, j.+' ...' ,Q!R ` D DR4A 64GE MANHOLE ( v o/F OVERFLOW "{ ► ' M a* • �►i '� - .' �'r N E R .far� STORMWATER BMP SIDESLOPE 4:1 3:1 /NV. INVERT ; . / i" « �" �' ' , y a+.: #_y �:. + as f< `` VEGETATED BIORETENTION TP TEST P? « S scoPE ' ° _ VEGETATION IN CENTER OF TURNAROUND RETAIN NATURAL AREA FOR STORMWATER l y F4 RCP REINFORCED CONCRETE P/PE ,.F ,�. a +� i • Y � HDP£ HRH—DENS/TY POLYETHYLENE PIPE L„ IPS BETWEEN ROAD AND E GREEN STRIPS TYP CAL •i. ". d ,,a — S NO r:.._, FT FEET �' �"` '�' , SIDEWALK �_ . t e, r' 1N INCH HP HIGH POINT STORMDRAIN PIPE CONCRETE HDPE LP LOW POINT `., . *•Frw •* • •_ ., „-, MINIMUM LOT AREA OF 87,120 SF(2.0-ACRES),AS REQUIRED FOR RESOURCE PROTECTION OVERLAY DISTRICT(RPOD). W WA TER T&S TAP & SLEEVE *i. .,r. 4i1•� �. :_Y � S SEWER . . -.#« , • i y WW WASTEWATER R kiy• •j# iY f r� �a �.M+ 4 `* M-. 73�v `t< 4 WWT WASTEWATER TREATMENT *':. ; ;;« rr� ` ~` SW STORMWATER W wses Prepared For: SWM STORMWATER MANAGEMENT « « • "' * ' * '` p • '°` ` ' « Starboard LLC ey � '. «�*."« • }" ' ', • v, , .r , '' ! Starboard Lane � a•w ; ` ,+,�, , • , w ±, • '"" I Gannet Osterville, MA 02655 i • '�'' • +AF Alt �. � w: 1veck Prepared By: Horsley Witten Group AT A, w .r Sustainable Environmental Solutions . . VICINITY MAP Registration: Project Number. GraphicScale www.horsleywitten.com Revisions _ 1 01-04-05 JL CW Site and Roadway Layout COMPREHENSIVE PERMIT APPLICATION 1 inch = 1 ,200 feet 90 Route 6A, Sandwich, MA 02563 - - - - - --- 4087 MILL POND ESTATES 459 OLD MILL ROAD OSTERVILLE MASSACHUSETTS NOVEMBER 2004 Phone: 508 833-6600 DR-Aft Fax: 508 833-3150 Sheet Number. ................ S - 1 Date: Design By: Drawn By: Checked By: NOVEMBER 2004 RC/JL JL RAC Rev.: Date By`, Appr. ? Description Jiy 0 Vt M. 0 olot Al 41 IN, < "IN 0 9 04 > N11 p N, IN, J, J < N, L) N, `T Cz fir' 0 to 00 N, 59.10 A.M. 166102 60.23 80 < 57.65 BEIVAMIN PERRY -6 T' 706139-9 59.69 al 4) LO lop, > 04 Ile -CF 0) 58.0A- U C; A M IF,4 LLJ 0 54 LU > 0 % 56.49 0) Ul) to (b -71 0 60.58 Z� Al 50 8 X, 8, M�' 59.83 60.41 �4V/"r:2F, L­ 11 'Ao 1.41 Wx, A.M 143111 RIM "64 01 58.46 51.17 TOWN OF BARWSTABLE .13 , gz� 94 AfUYV 4v RIM 60.95 > LO C#105886 51.08 Str) 0 4.13 0 d IN, J 0 5 O C 52.56 p 61.12 58.65 40� J 61,84 '54.78 CIL 61.35 x 11 �1, e, 44 61 % V518 35 All 0 0 59.28 56 4 5B 58.96 CA 61.82 .73 (Z) cc 11-64 58.48� 60.78 61.29 C 60.91 60.99 59.32 56,/`24 61.67 60.15 U)00 k-�41 A 1- 60.84 0 61.52 60.18 % 6 A LLI U) C) (0 58.87 61.31 9 0 '', _A EL M 60.74 o62.10 A." 00 61.70 CD LCJI 60.34 .93 8 60.12 / t " 60 59.28 ft4 61.79 N, CU 61.69 y L: 60,34 -0 C13 Cl) r4_ IJ 59.88 -,T 5aF80 60.23 00 A.M 143105 59. 0 59.23 41', , 518�89 A. 14, AMERICO BARBOSA 68 58721321 -IQ- Sggas Y 10\.J -C 59.57 -)to '2 )0 j Lo 58.37 40 C) > 2 IL V) N 571.25 Registration: Y'r N ry U') ot- C3 DRAFT e3 C) 8 N11" Z 0 Project Number., GRAPHIC SCALE *r 4087 30 0 15 30 60 120 N Sheet Number: IN FEET S I? 1 inch = 30 ft. a 1 '• 'L, '•:s�' '• :,+• "'-ate �/�j_'ti ' �',"'`! - `'`'` •"'`t � � J ma - n t ca l J T x PARCEL FOR WASTEWATER TREATMENT Lo c DISPOSAL (SEE EASEMENT do COVENANT A`` �\''$ �4 DOCUMENTS FOR USES/RESTRICTIONS} '* N, �R `�'^�.,a af�„�Y�h '*`"� '� ..- 1 ,yam r i its \j m Zt T , m � tr i n r 1 y C] �= WASTEWATER TREATMENT AREA �w 13 ». , 4 "•., ° 10 Ca 15,434 sq. ft. s�`" 0.35 acres ` C _ + 4)w 2) tQp tQ0 N r� p . �{?' /� II'��t ,f'ii �,.-!.'.'- '."".^'�>, .r ....•_ .ti`; °'"' t„ ,r ,,d' 1,2) M } N M M Lu P� ,� opS ftw 9.6' AFFORDABLE . w-m: �: ; Q y Q Q 0 0 Ile 89552 sq. ft. 44.1, .�, 0.20 Cos 49 SHRUB (TYP.) ' TREE (TYP.) '1, f i' i, 'tom / i f l ,�B �•. \ .r� r f fr �� d , 1 e¢ 15' WW EASEMENT AND21 PUBLIC ACCESS TO 28.1 RECREATIONAL AREA fi y WALKING PATH !f I s., ",,,,.«. ..fit .,,•" mob- t �: ,x • �;. y'r f r �^ .x� N •' r:Y! `/1/).' J f e `;r 75^ a ! �£ !n F 1P a2''"T1 f3'�F�,�F'.`+. .4 .. 'x%y� "'P Y l,l,r., 4r,(it ./ 3�;..n �• !/ -. e.., "^',i• .i'•a ''•"� r �... ,( a Gam. O C _ l Y Y J. i .�# i.1" L��.r�.,"£z,x.. .+4..r,c.n,%` r S /"�� / r r%� t T f/`�' \. ;., � -rn,, - �' `�" �i �•7 '` v' fi=.= 3 MARKE w ro &4 % N 2 t�9'�.7 i' dr. �. r'�'' ! r.<7 .s / - ;y` t�t,s, w,k 4..,,. O �a t` /� �,� � �� t - 8 � �� � _ ( '�:t O ,029 sq. � 13.Qcc es .' r✓r /,d ' .#" `a''"" .. % ,rc1 fi= y \ !' f /j 'srE pr �w, sy' a' „rr3 EL 20 0 ATERj' q I Yr ' : STORMW !r W �- PUBLIC CONSERVATION tM r` ay Rv� 'INFILTRATION AREA AND RECREATION AREA r MARKET 32 ,,. }: ; w, ,f u'f �� f f 'r U.4' } - - 3_ -"'o... rx�r+ / r .� - l `q, ..`;�'x \ '+i i. .t E � 6,645 �ft•' 1 , iY•'>. '" - ^n,,,, ,f,, r. ,. '' �'1 9 444 S Il• ` .�� 0 ocr w n' 33.1 �s$ ! ' �, S acres s � x � cn ' PROP. 0 t r" c 4 �+ 12.3 BOUND \\ s a,._ F 'ter irx rrn`��' 1 / ' /`� r .f s - %F� f� $',x, "�;",n. •' 4'rk`„ t f LNa w TYP. £ f' S y, a, °MARKET $ r20 o W 'ILL y k �l yLl a ^" ��u:• t 6,622I- '' MARKET Ca0 HINT NANCEF �. ! ► ,r..,y 0.1 act" , f ., V y t, ro 5 , ' -.. ; LU 00 / ,� C C S n y t 3 3 4. Fq/ 34.2' '�. . r ry "'ti.v.rr ;. ,q 2 0 R O 6,453 sq. ft. riz ;' i dw ! \ UV 01 acres // ,' £� ,._., N 19.3s MARKET / y r' y kFYS 24.0' f rf° , 10 k n- 3 MARK T sq "' a - r y r ILL ' 34.0' t rr��`r�'+�r t.r3 x +F •` / r �_ - • ,4 sq ft. y txCcres i, R'' y", 00 015 acres s AFFORDABLE 24.0 3 15 0 1 Kk i it Ai Fq/ 20.0' 6,932 sq, £w MARKET 4 ,arvt Kam,, 1 ' a C s 29 q s � r fll �� K s ` 6,40 ft, \ t � �+ �t�r� x" 2 .Q' ' J r ' ..:; .iw � 0.15 acres x l f ;` ►4 q o 1 Q \\ Y z nri„ : r.pf , a' '"+�•' ,t-...� �`\. ,,,,,,�M KS r _ 20.0 '; trc� �'�� �r�.5s> Y��a ��'.q �~ •!1�� 'w_� r_' ,�! ti CCt Y -o #x AFFORDABLE � A � , " 64,re ° "��r. � �3 O U) 4 3 ft O r'�x.�„ 0.m "•'ao.:; -2'2.9 0.1 20.0 acres \ L r ; } N Rj ks z '' Y % € �+. r a M\ i. .k w£ MARKET °Xo r� 7,599 i` 0.17 8. LO CD r'4 r��1•.x�,.:ti� a,�.t-3�.�.,�.rm /s � .., ,r' .�• g� ,F CJ y ...,...r';� � ,mow ..-• ....-.,. � r x, -• Y r d ? yam \ It 2 8.5' Y f =' f. A' 2 a3 F , CL �.�` "s t' Registration: -A s. V f LO ��« ' FY "�,L- ,a�` •ti. r'� � t. � t f i! ._.ate �y' «<lll..�� -`"+ D_!R AF O �( t 11♦♦ c-. r� ,+"\ e� '�'+ ' «..�' <� � � H''y.y �� ,. �}� Ate? r,' ,.,.... � �,,. s°� W :� `'e, .t''a r.^ ! M1 ,« ' t -`S ,�``, "'••,i g{� fr rr < {T✓` f �" 1r`\a� . — � GRAPHIC S LE W Project Number. y,.::� %*� Y-,,,,� ai ti�`ro f'; t '� ..#t '-"�»,"^a�.� ,� r)4F x���• ..,, ... ' ~'1y f r, ^f ......-..+` 'i• "��w`,• ''`a � � 5;+ C A TOV .• ^F y 30 0 15 30 60 120 ',c, �,j�... ''�..-• "*.. y, `."f, ..j-'•. ,, f lyr s 1 f i p r"' Sheet k ee umber. t t _ n - - _ S 3 - IN ET � � 30 ©T` CL CL t �k Cl) ,4 ti Ln c l D 910 w \. A .k� OD 4 w Y F eiww •4 W..._ _.._ m U WASTEWATER TREATMENT SYSTEM a SEE WASTEWATER DESIGN PLANS „ \. .r r- r / N ti. f 42 y W i y r.;t``" � .�.t r' 'k.fe'E V 3 04 Cc 0 "�" VMM w :\ I s�`'� ,i , �.Tapya�" �° � r. +,""`> r L � Z ' •3 M UJ /M� m �+ `?+A �5 �,6\ ia. �r F/h' /- -...„ "v. �� 't�J fA .'�r¢.`✓ O �� C .F� co M 3 sr..f t? o o ro O le _ 9' co 15' WIDE WW \ti / , EASEMENT \4 \ t A \ r 5 F .,, r y 3 FROZEN CONDITION ` _- F, 1 HYDRANT x RECHARGE BASINS Y -• ,{ ' ._ ..� 'A STORMWATER INFILTRATION rF a Earl✓N'f]d r 7"i / FrS BASIN BOTTOM = 51—FT w F L `4, A RIM 54—FT � k "� ' ; A �j L, .YT74 t.,�F' ...3.tnt. 7v,_.. aiI>d..,d:'. " ^/ - - F'R A�II 8 X 611 tJ-ka'`•+ .., ''r'.t -,3 r V'TCA .1' I f J - rf y "'':` ?F`'p S"� = rr� �1 in ,J�p REDUCER ^, f - i (r r) it / ,f %',` -r rYA" �:. f ` � r'.i',�t�,�_'� 'r:� » �k �`� �`a�'Y��,/ r'r /' `,�r' �'',/•/' ,.� r,/�'/ ✓ /r``/`,r, / f! , � _,' '`� ..,r,. T��.w� � '""'y\� k,`` ,,,, "� . ►` `' O 4 SEWER \ �+ f / f !i 1/ •�f J r !i f 6"F •i * dr"�s sr �iq. 4sk F , .�? > O V J% r^ r /� /'f ' SERVICE y� � �� �,�, �� ��,-,� / r` f ,rf/ .,: �' '�, � . �` !` �' v� 0 T P. °� \ f f r !/ /r rr' P at' j wq co �;? �� �,s�#;��,_._ �xf� '�' t '�'£ - � �� fi !/ i�. •` / ! !r .�� �i " ,y�^ '"ro4� s,"'�:.. „ r 1' y •�� / ' _t.h ,r- L per. Zy"h" w- `. \ °r �• � � z ,,(�yr/ r:,..:'" ,t - `"a - '"^; "�'• t" 'r ,a RIP AP J z =f (TYP.) U ` .. i SC t§�xtr �r i g63f 1 � �. mot .'F y , .�s 2' co 5�;,, ¢ a q t ^, p ' ,> fQD �:h�tql�'� ii r ,/ `�^,. r :,.-_ .yy'"•-, ,�.,., �'�' A` ; �r W ff �'� s .r 84"vt $-+`.tu',�t 32 f i, '? �," .! ^mil-. :Y t'�„•e. '�-,..,. "y �,.,, UNDERGROUND ti }{ -> L_ ,its x BIORETENTION FW � . to ELEC TELE CABLE � AREA 4� �' " D N AGE k 4 f \. k� I O k �r INLET (TYP ) r e� '. ,-• ` w , �y w O FYSTo rr4/VA �' � r ` t Nf REPLACE EXISTING 6" ( z v �.. Fq/Rfi,. . WATER MAIN ;WITH A a 3 tr Po,�E' 10" WATER,MAIN ee t� GRASS r o p /Rkle CHANNEL r v, "* y 1 SERVICE � � � ;•�� � 8'o r � s v ,;: f-�-� TAPS ti 5nrfxY �4c yam" e{ Rq/N y/rj , v� y ��y, r +�j , Fq,R� \ .� �•0.'` \` k '''w �y�», z , r rr/ . r: ' r `� +l ,`` , %',� ' �„/ N S h s 3a o rr � o o T •�, v' � � y,, � `� �~ m rid 't:.: m y lV (� a' ,y. v '\ \ 4�t - �'£q' y'Y, �ry�t'Y '. - .v_. a. CCS Q� i O ST 6 rr •. _ ^�+ it , Con 41 a r r NOTE: ,�,. .�ti,� w_.� �.� 5 UTILITY oy. . .. ._ .....� _, - _.i� .� f STORMWATER INFILTRATIO o / �M EASEMENT ; '�,* ACCOMMODATE 100—YEAR m �x 10"X6" REDUCER r� >' Terre .� INCLUDING ON AND OFF ,,. CL � � Registration: �" �" � � �� � � � �.� r # ..._�' fit,.,� j• F �,y .+.,,,� �� +• .. D RA17 k '' -CD „�;_,- bye :> l'w p �' 3 �,,, y'^". �\„_.., 7 `R"'n- rr JF' �4, *••_' Q ^'mow.. ty F ,_...- /£ ( r i w f i, s .�. �: r-''\'t.,,, .'^` "'vet {':.a• -�. 'y`-..,. ~' k ✓' ""^ 14 ` �;{ f'' ,„ x �,- gyp' �,....•f `yt �q\, -,.,t L /��,.€t .,.9e., ,.� �1•— p-.. r `�' '\ `4tf`-(v. `-'" �"`'' 14....,. i. E i ,f� 'obi�, '' ,P ''".,,.:. i"- ` "".- / GRAPHIC SCALE Project Number: r �, /� R ry /,.'`�' / aq� ..� `�\ �}l ..�..- �a,°y,yt�"v.. � 5 ��y F�,.,r aj'' .off;/� �4.,_e� }^,\ ~�'.�, TOV 30 0 15 30 60 120 Sheet Number: IN FEET ) �7 — 4 r 1 inch ft. 'o "0" b N //t�� A 0 .............. v 4- 0 3; 7 (D WASTEWATER TREATMENT SYSTEM RFq SEE WASTEWATER DESIGN PLANS 1 9,53, INI 0 0 ,5ar - 00 AAlblv' K 0 0, Q U2, > j-to (1) 0 (; A Of f 1. A -1: C.) in < 0 0 '10 rz 3: & & . klo 73 Q M Q Q Lu co M co #0 U) LL % 6` RE' UCER % 15 WIDE Ww Je� 8" 711 EASEMENT ­N -�k N 3 FROZEN CONDITION 10"XC INCREASER RECHARGE BASINS (TYP.) N. P HYDRANT -z� (TYP.) 7 ;4., 7•, Eall.i,�fl 0 N 31 Ar STORMWATER INFILTRATION BASI BOTTOM 51—FT v —FT I RIM 54 A�lf _14�3',All 0) TIOWA` YOF qAl6V37A13iJ' d 8" X 6 A ML 1,`FR AME , ­ I J. 1- 41" 70 P tRATE Nw w 3: R,2 REDUCER J�ls O 4" SEWER SERVICE P.) del Lq _74 All CL CL 10, RIPRAP yl J` (TYP.) 0 I �l AJ 0 e? CIOy. _7 . . � X � fit. � .: ' ` ,# �� w UNDERGROUND DRETENTI ON ELE AREA C/TELE CABLE C/) DRAINAGE 00 rr INLET (TYP.)5- Ao REPLACE EXISTING 6" f z Y7 N ,.WITH S WATER MAI A Fw ois CL 10" WATER, MAIN 71 GRASS 4.�i CHANNEL v 00 SERVICE TAPS 7 > NJ co U0_ 6 f 0 y ca CL oN ".0 con CL 1p C3J 00 AJ1 J 1 8710,41 7,04 kkI,, C4 >% NOTE: 5' UTILITY U') EASEMENT STORMWATER INFILTRATION BASIN DESIGNED TO 10"X6" REDUCER ACCOMMODATE 100—YEAR STORM EVENT, ti ,w Qn _Yl ' —='" ll` °k� „ r? ``i w.,l P ` O. F? ''��f -A. INCL kr) 2 UDING ON AND OFF SITE RUNOFF. rob N, 41 yp w kr,le, "IN 01- C: T Registration: "k- LO < _J 41 k if ""V Project Number: 0 GRAPHIC SCALE le 4087 ler 15 30 60 120 30 0 S _ 5 41 Sheet Number: 1 IN FEET ft.1 inch = 30 24" o VERTICAL CONC. CURB J i MIN HEIGHT — 18" MIN WIDTH — 6$$ 3.04 BIT. CONC. WEARING SURFACE � I VARIABLE OVERALL COARSE OVER BIT. CONC. BINDER 00 SEE SITE PLAN FOR VARIABLE INVERT � : HEIGHT* 2 o COARSE WITH APPROVED SUB—BASE SLOPE & MATERIAL HEIGHT ( ) (MIN. 1" WEARING, 2" BINDER) 12" fCL 3 TYPE 1-1 BITUMINOUS CONCRETE L �— ' # °° (MIN.) VARIES (2" BINDER, 1" TOP) 12„ 6 `` , 4"-24" " MIN. 'u o ; Y 4' MIN. CURB (MIN.) - *(2)MAXIMUM •� o 0 �— FINISH o a i RECOMMENDED 6 REVEAL 1.5% (MAX,) GRADE N1.0% MIN.) ;; � 100 24" DRAIN BASIN OVERALL HEIGHT FINISH } -° ,- '� �! `%, 1;' `% �r DUCTILE IRON FRAME h en - J g m PAVEMENT a V % AND GRATE 4 f` - CEMENT CONCRETE © 9 INLET AND OUTLET U � . FOOTING (MIN. 2,500 PSI) ADAPTERS AVAILABLE a 4' THRU 24N r}; Q � ` ! ' ' r'a; COMPACTED -, 'r i``� ` '�F; VARIOUS TYPES OF OUTLETS R ` `; ;,,,,:,,�•,,,;'.�;.,� � �.,,�'��..,,'" �` COMPACTED GRAVEL OR CRUSHED = � APPROVED WITH WATERTIGHT ADAPTERS COMPACTED APPROVED STONE BASE DEPTH — 6�► MIN g Co SUBGRADE SUBGRADE �_� FOR: o 6" COMPACTED GRAVEL NOTE: SIZE — 1 —� MAX ADS N-12 MAX STONE SIZE) SECTION 1 ) VERTICAL CURBING SHALL BE INSTALLED IN THE LOCATION AS SHOWN IN THE SDR-35SEWER o CD PLANS, BEGINNING AT THE EXISTING OLD MILL ROAD AND EXTENDING TO THE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH SCHEDULE 40 DWV m = o NOTE: NYLOPLAST HAS PROPRIETARY RIGHTS,THE RECEIPT OR tl4 Cc a t` w MATCH ALL EXISTING SIDEWALK WIDTH WHERE APPLICABLE. DRIVEWAY AT LOT 7. POSSESSION OF THIS PRINT DOES NOT CONFER, CORRUGATED PVC �,,, S r c �� � a lu 2) PROVIDE EXPANSION JOINTS AT 5'-0" O.C. FROM CURB. TRANSFER,OR LICENSE THE USE OF THE DESIGN OR RIBBED PVC C 00 — „ TECHNICAL INFORMATION SHOWN HEREIN * = N y h W o z m TYPICAL BITUMINOUS SIDEWALK DETAIL 3) CONCRETE CURB PROVIDE 1 CHAMFER OF EDGE ALONG PAVEMENT SIDE FACE REPRODUCTION OF THIS PRINT OR ANY INFORMATION (1) CONTAINED HEREIN,OR MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS N QTTQ SCALE TYPICAL VERTICAL CURB FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN PERMISSION *(1)ADAPTERS CAN BE FROM NYLOPLAST. MOUNTED ON ANY ANGLE 0 NOT TO SCALE TO 359 DEGREES TO O 3130 VERONA AVE DETERMINE MINIMUM 4 BUFORD,GA 30518 ANGLE BETWEEN TITLE PHN(770)932-2443 18"&24"DESIGN DETAILS FAX(770)932-2490 ADAPTERS SEE DRAWING U www.nyoplast-us.com NO. 7001-110-013. DWG NO. 7001-110-044 •� k t ti �1 U BIORETENTION FACILITY PREFABRICATED DRAINAGE64 "�" BASIN INLET DETAIL q HIGH POINT ELEV = 62.07 cc HIGH POINT STA = 4+90.83 NOT TO SCALE .�.. PM STA = 4+90.83 U PVI ELEV = 62.57 h A.D. _ -4.00 o K = 25.00 L) LOW POINT ELEV = 57.58 ►y O 100.00' VC LOW POINT STA = 2+08.34 a0 PVI STA = 2+25 PVI ELEV = 57.25 " 0000• n ao, PROPOSED CENTERLINE EXISTING CENTERLINE A.D. = 3.00 O r , � CD 1* U-)? It V.: GRADE GRADE K = 33.33 : + co + cfl � w �. w 100.00' VC � U) STA- V j w > m STA: 0+00 ELEV: 58.80 ), STA: 6+62.89 ELEV: 59.13 w m �j c + 04 ,n STA: 0+35 ELEV: 59.15 to ad N r 3 - N in + L ~� to w .2.0096 ~_ \ W W V wO I 20 m M "'"'�...., 1.00x END SIDEWALK AND CURB -1.00% STA 5+01.61 U) N 0 +r a C#n -T O a ti 00 O �r g C O m "CS o0 O a- -5 ry + w O V 3 N co Z CCS cei ►-a n to � A C .L Registration: a DATUM ELEV to 45.00 o � 00 aOD to rn00 0, � �, to � �, 0� mob- � rn a,O Mo �, o 000 r- M M M M _,I� _. n h n 00 N O O 00 DR 0) 6 0 ad N �LO (0 � � � L0c � to (0 to (0 � (0 U.) L00 �� (0 � cam u7Ln L0in O N 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GRAPHIC ROADWAY PROFILE Project � 4087 horizontal scale: 1-inch = 30-feet Sheet Number: vertical scale: 1-inch = 3-feet S — 6 i GENERA CONS TRUC TION NO TES: 1. TOPOGRAPHICAL SURVEY PROVIDED BY LADUE LAND SURVEYING, 51 CAPTAINS VILLAGE LANE R/W R/W BREWSTER, MA 02459. 33' WIDE ROW Oi 2. SITE PLAN - 11 SINGLE FAMILY LOTS PROPOSED. T 3. WASTEWATER MANAGEMENT - TITLE 5 COMMUNITY SEPTIC WITH BIOCLERE NITROGEN REMOVAL VARIES 3' 1 ' 3' 2' now 10' 10 4' SYSTEM, 4: 1 MAX 3: 1 3: 1 2.5% TRAVEL LANE TRAVEL LANE MIN ' �---- VERTICAL CURB VARIES a 4, STORMWATER MANAGEMENT -- GRASS CHANNELS AND BIORETENTION AREAS FOR STORMWATER 4" TYPE 1-1 BITUMINOUS CONCRETE - CONVEYANCE AND TREATMENT AND AN INFILTRATION BASIN FOR STORMWATER ATTENUATION UP TO PAV i (6" WIDE) SEE SITE PLAN a THE 100-YEAR STORM EVENT. ,EMENT: 2.5 WEARING SURFACE, ON 3: 1 MAX 1 .5 BINDER COURSE I FINISH 10%((MAN.) ch 5. ROADWAY DATA - 33-FT RIGHT-OF-WAY, 20-FT ROADWAY WIDTH. I 2% PAVEMENT ,o 6" MIN. GRAVEL EXTENSION 2% i ` °��' 6. DRAINAGE PIPING SHALL BE HDPE MODEL N-12 AS MANUFACTURED BY ADVANCED DRAINAGE ,�, ,i, ,� DEPTH = 1 ... : ;' , . .a f,• - ` ,� a3 A D CONFORM TO AASHTO M294 CORRUGATED Er, r ._. . ::'' -_ '.•`°.•"`• '� ' '. 6 PLANTABLE SOIL SYSTEMS INC. (ADS) OR EQUIVALENTN r / ._: . y. ,.. ° `� 3 ,, ,` •e ;:.' : h:' i �1. T' O'.:. :'.: p - ' ':ti 'f*'. �%� tis`' �``° �'' ;�`' BORROW & SEED POLYETHYLENE PIPE (SMOOTH INTERIOR). PIPE SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE PLAN. MINIMUM PIPE SLOPE SHALL BE 0.5 PERCENT. CORRUGATED POLYETHYLENE PIPE . SHALL BE CAREFULLY BACKFILLED IN ACCORDANCE WITH MASSACHUSETTS HIGHWAY DEPARTMENT � , '' ,/ 1� � f, . APPROVED SUBGRADE WATER MAIN SIDEWALK (SEE DETAIL) , Q 6 PLANTABLE STANDARD SPECIFICATIONS (1997 REVISIONS). `�, � �� `` ' � " m SOIL BORROW '� SEWER MAIN {5 MIN. COVER} 7. THE WATERMAIN SHALL BE 8-INCH PVC C-900 (DR-18) AND SERVICE PIPES SHALL BE PE & SEED (2' MIN. COVER) �- oss NOTES: : 3408, ASTM-2737 AND MUST BE PROTECTED FROM ULTRAVIOLET RAYS, A NO. 12 WIRE SHALL BE 5 MIN. 5 MIN. 5 MIN. 1 , GRAVEL BASE CURSE SHALL CONSIST OF INERTR ' WRAPPED AROUND ALL NON-METALLIC PIPE TO FACILITATE ITS LOCATION. TUBING SHALL BE MATERIAL THAT IS HARD, DURABLE STONE AND CLASS 200. COARSE SAND, FREE FROM LOAM AND CLAY. 5 c C 8. SEWER PIPE SHALL BE SDR-35 PVC PIPE. A PRESSURE TEST OF ALL SEWERMAIN LINES SHALL 12" COMPACTED BANK RUN GRAVEL BASE COURSE 10 MIN. CONCRETE DUCTBANK - SANDY-LOAM AND/OR LOAMY-SAND SHALL BE O TM BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A TOWN REPRESENTATIVE. THE ELECTRIC, TELEPHONE, & EXCAVATED FROM ALL ROADWAY SUBGRADE IF 0 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF 48-HOURS PLACED ON FIRM MATERIAL IN 3" LIFTS (COMPACTED TO 95%) CATV FOUND AT THE TIME OF ROADWAY CONSTRUCTION. NOTICE TO THE TIME OF THE PRESSURE TEST. ) E e M m 9. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS ALL SITE CONSTRUCTION TYPICAL 2- LANE ROADWAY CROSS SECTION 2. HORIZONTAL UTILITY DISTANCES ARE SHOWN FOR `- o � N MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS MINIMUM SEPERATIONS, SEE SITE PLAN FOR ACTUAL w •- c ; 0 DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 NOT TO SCALE LOCATIONS. SEE TYPICAL DETAILS FOR EACH � k� $ N EDITION. SEPERATE MINIMUM UTILITY DEPTH. � .0 I` � c40M � .°c � � M m 10. ALL DRIVEWAYS SHALL BE A MINIMUM OF 10-FT WIDE AND A MAXIMUM OF 30-FT WIDE. THE C y c RIGHT (PASSENGER) SIDE OF THE DRIVEWAY SHALL BE A MINIMUM 5-FT WIDER AT THE ENTRANCE = v 0) to in � o z WITH A 5: 1 TAPER WHERE CURBING IS USED. ALL DRIVEWAYS SHOWN ON THE PLAN ARE A MINIMUM OF 20-FEET IN LENGTH FROM THE EDGE OF PAVEMENT OR EDGE OF SIDEWALK. Dow- BASIC CONSTRUCTION SEQUENCE.' LENGTH AND WIDTH PER SITE SEE SITE PLAN SEE PLANTING PLAN FOR PLAN FURNISHED FILTER MEDIA SOIL SHALL O 1. INSTALLATION OF EROSION & SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. FOR GRADING & PLANT SPECIFICATIONS 2. SITE CLEARING & GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE. CONSIST OF A MAX. OF 10% CLAY, ROADWAY SHOULDER 3. ROUGH GRADE SITE. MATERIAL OUTSIDE MAX. 30% SILT, & MIN. 60% SAND SEE SITE PLAN AND 4. ROUGH GRADING OF SURFACE STORMWATER MANAGEMENT AREAS. BIORETENTION ROADWAY DETAIL 5. INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES AT SURFACE STORMWATER PREFABRICATED DRAINAGE MANAGEMENT AREAS. INLET TO INFILTRATION BASIN 6. PRELIMINARY ROADWAY GRADING. (SEE DETAIL). VEGETATED 7. INSTALLATION OF ALL SUBSURFACE DRAINAGE STRUCTURES. `'y 8. INSTALLATION OF ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES SIDE SLOPE W 9. INSTALLATION OF SEWER MAIN, UNDERGROUND ELEC/TELE/CTV AND WATERMAIN. SIDE MAX 9 MAX 3: 1 0 10. INSTALLATION OF BINDER COURSE. SLOPE PONDING (Dp) TOP MULCH �`' o ^0 11. CONSTRUCTION OF ALL RESIDENTIAL DWELLINGS. PAVEMENT mm11�IItiIII11111111111Ulllli MAX 3: 1 12. FLUSHING OF ALL STORM DRAIN SYSTEMS TO REMOVE SEDIMENT. -- ---�.- Q Q i Q Q � LAYER (1-3") FLOW_ ly �t 13. SURFACE STABILIZATION (VEGETATION, DRIVEWAYS, GRAVEL, OR OTHER). °4 ' ° _ _ _ _ _ r _ _ _ T - _ - - q � 00 14. REMOVAL OF ACCUMULATED SEDIMENT FROM ALL FOREBAYS. a4 .` N 15. STORMWATER FACILITIES FILTER MEDIA AND PLANTINGS INSTALLATION WITHIN THE : . ae . �-I BIORETENTION FACILITIES. ° :4 a l N 16. INSTALLATION OF ROADWAY TOP COURSE. ° 17. FINAL SITE STABILIZATION. as ° `�. a d 4. d m. 4. .'°• r�� '`� •� O , ° ' : : ' ° '•: :. 1 . . • J I I I• . PLANTING -SOIL, '. p e : .° '• ° e "�1 ~ 18. REMOVAL OF REMAINING EROSION & SEDIMENT CONTROL DEVICES AND FINAL CLEANUP. ,. .a q + -al a b d FILTR.A.TION ° s d w O O - ° O - FILTER FABRIC 8, A. 4 m 4 'q a I e � : : . b .. : . ° m -..O ° ° ad . ' .n. e m, ° •0 4 ° ° •°,a O PE THREADED ROD (Mirafi FW300 or Equiv.) ° ° ° m'a 4 4•.O ° ° Q °° ° --. -- ° .d q : a a e° A. W/WING NUTS (SEE NOTE) 4 ° .• a m � •° a. va. ° as ° ° G ° ° '° FABRIC °e ...,,, t;... . a.a. d.4 ° (M ra FILTER FW300 or Approved Equiv.) O ° ° a a t ° I- Q • .. ... . !..... a, B APPROVED NATIVE SUBGRADE FREE + COMPACTED GRAVEL OR DRAIN PIPE OF ROOTS, LARGE ROCKS & DEBRIS L H CRUSHED STONE BASE (6" MIN.) o 0 tu c - J A W---�``) A � TYPICAL BIORETENTION FACILITY DETAIL FRONT VIEW NOT TO SCALE U TOP VIEW RIGHT SIDE VIEW a Q 2 O 0 o 0 PART # PIPE SIZE A B (nnAx) H L W v O CD 12 in 6.50 in 10.00 in 6.50 in 25.00 in 29.00 in m g U) 121ONP am mow aj°3 4"`'4 .1 ,u.. {{rx_�^: ` 'g� n i S ar }"'�rro''�° r � - '% 3: ni,�.w.�°, f ,.�7 rnm� ..i'' Mp' 't E 3. 3 r /.. } c k ,6 2, 4 R. :[ s a 30�d,w. ., 8 t ii $a 15 in 6.50 in 10.00 in 6.50 in 25.00 in 29.00 in 151ONP °'$'?2 t^w g x,.a 1�;. e 16 � y„z � y,^�.;i I+-t;3;s�w.,,�•. Y'fi�'+ f 3 s (1 6 5 ^�s r-�,° ,'r4 r p.;. k..:^n , 1 a""��37 .�, rn.� 'w'} t 4 4- ,}. z -3.-€ _as"' v 7 N t i .e..a+..s i`i>. :�3 : ,.#-w-�' €$ 3 n k L 1810NP 18 in 7.50 in 15.00 in 6.50 in 32.00 in 35.00 in 2' 3' �' 3' 2' ~ - _- 1 .1 ' ,; "gjro, (t11 , ) 1;88 FLARED END SECTION INFILTRATION BASIN -` 2%t 3:1 3:1 2%f `~ � 0,15,0 "` " � •� W/ RIP RAP OUTLET 3 0 241 ONP FLAT BASIN BOTTOM 24 In 7.50 in 18.00 m 6.50 in 36.00 in 45.00 m ... 1 d- s j1 e € .emst` g J ,w.,, r 'j, �N` ET PIPE 6 MIN 0 30 in 10.50 in 7.00 in 53.00 in 68.00 in DEPTH = 1 ' `--� APPROXIMATE EXISTING GRADE a v w I i e8 3 " r, .i S qp 1"",�N/A i �s8&•"t' ° ninnii ,'. ra,,y�. � � a ° �/ e.d 4' a '�s ,,t• (2 w ;k.�,S; L. E . E t .1*"7.�,„:` . .x, - 2 e i� e' /� o' N �..� C 36 in 10.50 in 7.00 in 53.00 in 68.00 in • 1(� �� a /\/'�/� o o a Q •L 3612N P y N/A " i� Registration: w+w. 0 nnlrT0 (26.7 n nj � JI l 1) (1,3,4 , �a 1 ! , .mod irr) i) � 6" LOAM SEED 0 0 0 NOTES: ' 0 0 0 1 . REMOVE ALL TOPSOIL AND A MINIMUM OF 3 FEET OF NATIVE © NOTES: MATERIAL SUBSOIL BENEATH ALL BERMS AND REPLACE WITH r 1 . PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 6" CLEAN WASHED SAND APPROVED NATIVE LOOSE NATIVE STRUCTURAL FILL COMPACTED TO 90% ASTM D-1557. 0 12"-24". 30" & 36" END SECTIONS TO BE WELDED TO PIPE PER (MEETING M1 .04.0 TYPE A) 6" LOAM & MATERIAL MATERIAL FROZEN GROUND EN R A OF T MANUFACTURERS RECOMMENDATIONS. SEED CONDITION RECHARGE 2. THE EMERGENCY OVERFLOW SHALL BE INSTALLED IN ACCORDANCE a) 2. ALL DIMENSIONS ARE NOMINAL BASIN WITH STONE WITH THE TYPICAL RIP RAP DRAINAGE DITCH DETAIL AT THE 3. DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. TYPICAL GRASS CHANNEL DETAIL CURTAIN ELEVATION SHOWN IN THE GRADING PLAN. 0 Project Number. .� TYPICAL FLARED END SECTION NOT TO SCALE TYPICAL SECTION THROUGH INFILTRATION BASIN 408� NOT TO SCALE Sheet Number: . NOT TO SCALE S - 7 w —- - -- — ---- - - -- - -- - _ _- ---- - ------------- VARIES TO BE DETERMINED INSIDE PAVED SURFACE I OUTSIDE PAVED SURFACE IN THE FIELD ADJUSTABLE VALVE BOX PAYMENT LINE FIRM UNDISTURBED J ' WITH COVER TO GRADE FOR TEMPORARY 3; MATERIAL (TYP.) ROTATE HYDRANT PAVEMENT(2) — a STEAMER WITH STEAMER _ Q CONNECTION CONNECTION I 6" (MIN.) LOAM & SEED CONCRETE THRUST BLOCK MATCH THE FACING ROADWAY OR DENSE GRADED WITH FORMED SIDES 0. PROPOSE 0. SEE PAVEMENTBITUMINOUS NCRETE DETAIL SURFACED CRUSHED STONE \ co m i 1 18" MIN. CLEAR I FINISH GRADE TAPPING VALVE WITH N o \ VALVE BOX S m RETAINER , w = ` ,�/�// �� '� .:�;���=r`=::; PROPOSED WATERMAIN GLAND (TYP.) bo,� ao;A., PAYMENT LINE 5'-0„ 5'-0" (MIN.) COVER 12" M!IN. SAND & $, m (M I N.) TIE RODS GRAVEL BASE COURSE TRENCH WIDTH • 4-FT MINIMUM P. • "� . .,. MAGNETIC WARNING TAPE .* ... •.. COMPACTED BACKFILL 4 CL n (95% COMPACTION) Co ANCHOR TEE ,�// ZONE AROUND PIPE; o;., . o;: O o CONCRETE BACKFILL WITH y 6" GATE VALVE THRUST BLOCK F PLACED AGAINST PROCESSED SAND; I 1'-0" \ ,d; m o m TAPPING SLEEVE LARGE FLAT STONE OR PRECAST OR OTHER MATERIAL }, CONCRETE PAD TYP. UNDISTURBED APPROVED BY THE 6" MIN I " .� = N .Cb (TYP,) MATERIAL (TYP.) 'S N .- a o a 6 D.I. CONNECTING PIPE ENGINEER \ +� LARGE FLAT STONE OR DI WATERMAIN = y S N PRECAST CONCRETE N c 5 A M W „ C co M EXISTING WATERMAIN L, fi 3 M Cn 8 IN ROCK oy � � � °� °? W T (000 2 > iy . y . Q pz 1 /2" TO 1 " CRUSHED STONE PAD (TYP.) %� /,�// TO 6" ABOVE HYDRANT DRIP „ 6 IN EARTH NOTES: DEPTH OF HYDRANT BURY TO SUIT INSTALLED DEPTH OF COVER OVER WATERMAIN. I 2. THRUST BLOCKS SHALL BE A MINIMUM OF 3—CFT IN VOLUME. IN EARTH IN ROCK 3. LARGE FLAT ROCKS MAY REPLACE CONCRETE PADS. NOTE: CONTRACTOR TO VERIFY OUTSIDE DIAMETER OF EXISTING MAIN. 0 4. ROOFING FELT SHALL BE INSTALLED BETWEEN THE CONCRETE PAD AND THE WATERMAIN FITTINGS WHERE NECESSARY. NOTE: 12—IN MIN. SIDE CLEARANCE FROM MAIN TO ALL STRUCTURES TAPPING SLEEVE DETAIL �, 5. SEE TABLE FOR CONCRETE THRUST BLOCK REQUIREMENTS. WATER TRENCH DETAIL NOT TO SCALE I..; HYDRANT ASSEMBLY DETAIL w NOT TO SCALE SOT TO SCALE C� W t EXTERIOR FACE WATER a+ 4 ,r o SERVICE PIPE N 3 MIN (TYP.) to • .• �d... r I • CAP SUITABLE 'caremill FOR PRESSURE TEST � � s 94 •.. . WATERMAIN (TYP.) PLUG/CAP PIPE PLUS 1 " WATERTIGHT W 4 • a 3 BEND DIAMETER OF CORE SEALANT (TYP.) cn . . a+ OPENING SIZE \\ Fes- T\O� co 4 t• V o FINISHED � GRADE • y • '� EXISTING ;: z •CD ~ ~. Y: FOUNDATION WALLCL /i,�i, ii ���/�// • ' FOUNDATION WALL PENETRATION DETAIL 00 FIRM UNDISTURBED o MATERIAL (TYP.) NOT TO SCALE CURB STOP C #12 WIRE & BOX , 3 5 MIN (TYP.) BEND—PLAN PLUGZCAP—PLAN U a o WATER SERVICE TUBE 4" SAND BORROW TEE WATERMAIN ►'".� Q (PE 3408 CLASS 200) ENVELOPE o p 4 tg c> t6 ^-i `o 4� MA CONCRETE THRUST FINISH GRADE a v, o w ti �` -�•. °D BLOCK (TYP.) o 12' OF COILED ��� RED WARNING TAPE INSTALLED `-t TUBING 12" BELOW GRADE CURB STOP UNDISTURBED COMPACTED BACKFILL s~ TEE—PLAN MATERIAL (95% COMPACTION) » a o 6 PROCESSED SAND L TABLE OF BEARING AREAS S.F.) • g R ��. �` AROUND CONDUITS 2'-0" �, o •:a o. � UTILITY MIN m nz CORPORATION STOP SIZE OF s~ Z BEND BENDS TEES,CAPS CONDUITS � a � MAIN (IN.) (90) (45&UNDER) OR PLUGS 2 o SERVICE SADDLE 8 & UNDER m o DE 6 3 4 1 —0 MINIMUM Z c WATERMAIN 10 & 12 12 7 9 NOTES: =- 1) GRAVEL SUBCONTRACTOR SHALL PERFORM EXCAVATION, AND BACKFILL FOR ALL CONDUIT Registration: G1 INSTALLATIONS. NOTES: HANDHOLES, ANDELECTRICAL WARNING TAPE AS TRACTOR REQUIREDFOR FURNISH AND ELECTRICAL STALL ALL CONDUITS, PULLWIRES, ELECTRICAL WORK. LO 1. CONCRETE FOR THRUST BLOCKS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 2$ DAYS. 2) UTILITY CONDUITS SIZED TO SUIT (1) FOR TELEPHONE, (1) FOR ELECTRICAL, AND (1) FOR CABLE SERVICE CONNECTION 2. THRUST BLOCK BEARING AREAS TOO BE IN TELEVISION. R27 N A F T NOT TO SCALE ACCORDANCE WITH TABLE, UNLESS DETERMINED TYPICAL UTILITY TRENCH DETAIL OTHERWISE BY THE ENGINEER BECAUSE OF SOIL N 3O THR UST NOT TO SCALE BLOCK SIDES SHALL BE FORMED WITH PLYWOOD. OProject Number. E THRUST BLOCK DETAIL 4087 M NOT TO SCALE Sheet Number: S — 8 •�`T � '. �c `�,'�rs S 1. '�2>r 1 ::,ti rV ''ttil{` ap5" .tiro tad§' t i � €x' '•z „' F..Z�=� iYS l�*��^x"'.'iF t'�� ��'��k��v"a�rz�'v �+�`'�•r� z e�`�'s��� � .�` .. ` '' TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" '"- / /1 / ,s \/ 3 SHREDDED BARK MULCH » 4 SOIL SAUCER • s� � a i x ��� �' �t v r '�,�, a""`xr `r'G �;a' s� x� Y x�s�a�{x�! n � r .,. •/ •, �y x��.x["#''N�3t,r�"'k"s y;�.,.yRc��,i t'��r",� �,t"�`r G � .:' �xz�'<s.r'd;�x'� a a'4l '� �,v�+, • ;. �``s� ts���'�'t'kPaLN� s�.�t `q'��X3�v �`,x`��.�sv ���i� x�C' E�S�°�'����J���s s ttr,�,Y^}�` .. ., y, n ,i c� 3 a -=r.i"" afiz„'' "..'` . x ,,+` ,,,,, "` s � 'x-'.`'' � .... ., r SLOPE MODIFICATION PLANTING MIX J Y �� �k�� �tOz � ��'��y--nL� �2y��ayy�'���{�`��*{�;_. •_(n F Q iG , � : taxt as �' / •• . ^ . ,. . . UNDISTURBED SOIL / 6 MIN. iAn*i n � sXk n a y h / w s 3 � ru 5s tot / REMOVE 1/3 OF BURLAP �i .✓+r ?k ''Y`v' t`F,^3 r'rz�#r �'� ,+c'� �,x °" .,# '#n->�r n. �.k' [ f.a-r :'�4r "i FROM TOP. IF IN PLASTIC OR CONTAINER, r r 4RnjaR � zx� 6 y z k w .. � a .. REMOVE ALL MATERIAL. 6 MIN. s aK, v3 NOTES: 3bd �G tw r<{ x js s :r�.'`- .F•+ `e,:'£:,x r ztfwr f t xt,� 'ay l a. x s rz;5 �s r r y a�;)° t CD 1 PLANTING BACKFILL: �'�i'''�4^�"����� �ptcr'�i��k i� � �.�'tM�`r"��'n x{ R � d �Y7�� Y�.'n+y fte,',. �t,�'-s"� "xk $='.,, t �'r�'x•:�' V J 1/3 LOAM 1/3 SAND 1/3 PEAT BY VOLUME. � n i ->.r ,y, r*�`i•�.�;"'a �'w: ,Y y x Tr�s�'i�+ My,"v,�-r � cx A'x,�{S fi^s'r'''.'fir r�� `�r; 2 WHEN PLANTING ON SLOPE—MODIFY SLOPE � � ,rw �4li,�l �'3"` e4 ss-=4 �., za"^�'���,Yk } .�� � �r � �, -,�� a ;}s'� 51 AS SHOWN. NOTE PARTICULARLY: BUILT—UP L ID. m SAUCER ON LOW SIDE SHALL BE EQUAL TOr 4 ° � :���'� k t _� 'vim ".3Y�,,7^4 `'v�s','A,a'.�rcn�. � +z.t ��F 4.�b 'mar+ t T*tk �� �r �r' O 1 ROOT BALL DIA, FROM PLANT CENTER. � � r F ♦ t�.R3��;��;���'�� � �k� r,�. -$`,�'d,�a'�s�q�S i)r �ti,�3.� � ��t�,����'�� 'e�r��,., �'��t�M �{fi 1>.y /r� '�+ 4 C S -j SHRUB PLANTING DETAIL ♦ i ♦ #.c( s xr7 'v� ayy"-lr ha�,r'^z "ratf� r 2a<r'vew .`r+ `. t 'f»5'x"eft:m n'� "„ '1?^.z�a '�� O�' O m ♦ ♦ :..a� ° ti=i'',a k t S''�4 '( v)1 a`h�'�}r,.`"�j v + X y t t 'TSrt ." 'k 'a lr '�a c i x x ■r =i, y V) C M T TSCALE �. �a'r A O Q ♦ ♦ ♦ ",��*`+°��'Y�' k.�,{'�}�y��� t�kSXr '�Ft�� rh Yes ism's ,,� ti z�'s:iy v.G.-�r t�'t�. '�P�s{ �+�. � t.},�� ��,r f{ } '1 ♦ i ♦ �' ��x'd �''� �"�''`�•?�"k.. '�-��,�E,�`*. 'r ��., 'r h i} �5 4 'n gar t, ^� 1 t h ;a .xrl'R ,,,,? � i ♦ Y`rz e y.°x .. .n„�n, fi�. 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'"�;:.ai"�`�� rcy,a�i�,�a� ✓4` ..a». /Q1 trr�, t, ,>r ^r� 2n� n>tr�� �fi��'�� � � !`�' i ;5,.. r~=• 1 �`� ��u;�� r� � ._,:`�,' ♦ ♦ ♦ ♦ ♦ i ♦ ♦ ` :�"i M1b cFsr 4�`�3ixe GSP tA�tu$dS�,s f�;{„�: ur}r.a`f.� { p4. CE c e5,�-.���"t i i ♦ � >e k � :������������ a• i i i ♦ i ♦ ♦ ♦ i ♦ I -��.�} br k`z s� �2�F�i.z j r '"(;�'�t�k �rS,t:nu� ti s4�'.�,��r,��;4r��.�,L��,,��`A:'zx''�'" ? ���F�'�,",u . ♦ ♦ w" �'. may". -.$,." b V p r `t,.' y fiyt a tr.jxr a r 3„f 4�^ i.. x ( 'cry*Y � } y' � '� �vt�a� 5��' �� �"`:c;w �. i i i ♦ i ♦ ♦ ♦ ♦ ♦ ♦ i ^tr .. {,.� z .Y tfi tF a f� es '�k �s a ,.� 4 a a �'� it � ,f 1���y", ♦ ♦ �y ��:�x'�� `�rW:.�a � .� :sr,� �: x,r+ �;, Y.��' -: "a��:""d .: �?sz gv,. s*' *, a i„G r- u`°`""r�;y,�Sa.z �,x�'r ��{r �?t xis E..� '1 O '�`� g� � � �'�'� s,:.- ♦ • ♦ ♦ ♦ i i i ♦ t�5e�y k,� �r�la�dt r i t� E�Sa�h��+� �>.�z;'u'�5'''Y� d*r';�£,xsi� ��7s�tt 4 y'sd .iti�'�;� i i ♦ � - 2.vx�.�s�': ,zs� � + �. i i i i i i i ♦ i i 1. r ,,Sa 4 � y r ra"*rk'� .f a ,r v � n ar r © '1 �' 4 � i i ♦ r.'�+.,.�y s,..; F- i i ♦ i ♦ i i i ♦ '' �' '; ems ,,t Y °'',u t^°�t '� ?' .s`a tilt r k sr�+kr rSy �, tx& S 't... ,y i i .�..y SS,`° 4"' y `#;a. i i ♦ i i i ♦ �^5va �' i' 3 d t. xt 5 r r k S> "t,.x v fat"rg`'i r;3s� s4 *' _ I'll yl /'� ♦ ♦ �"`' '��, €I .. i ♦ i i ♦ *z rf�r�r \rz�z{�,k,��rs a 'r vy,�k 2 r s r z} ,�„t \T ` ♦ ♦ ♦ ,:�` '�.°k i ♦ ♦ ♦ ���.s ;fcti i•� ,yh�r'Y h'S ir���r� �g�� a",nrs�q.�. ♦ i ♦ ♦ ♦ i ♦ e ten¢ �5 � i i ♦ ♦ i ♦ '' \may q ♦ ♦ ♦ i ♦ ♦ ♦ ♦ ♦ i ♦ ♦ i ♦ i q � r.� � '� i i ♦ i • ♦ ♦ i � r ` � ���•��11111 - Q i i i i ♦ ♦ i � O � � * * LAWN AREA * RED MAPLE 'a ' �" ♦ i ♦ ♦ '��J�f l i ♦ ♦ i i .y �I m V/F�, (ACER RUBRUM) w ♦ ♦ ♦ i i i i i i i ♦ CUT AWAY ALL PLASTIC COVERINGS CAND ALL NYLON CORD * + * ♦ * ♦ * ♦ * + * � * + * trr1�,, [��i Q N INSTALL WHITE CLOTH SAFETY � ` FLAG ON EACH GUY • ` ` ` « ` ` « PRUNE OUT ENOUGH WHOLE BRANCHING TO REDUCE FOLIAGE ► �' ` ` « « « i ` « « ` 0 BY 1/5. (NOT END TIPS) • � ♦ ♦ i'`ti.. ♦ ♦ ♦ i i ♦ ♦ ♦ ♦ i ♦ i i ♦ ♦ Z li ♦ i �Y i i i i ♦ ♦ ♦ ♦ ♦ ♦ i i CL co HOSE GUARD--NEW 1/2" REINFORCED ♦ ♦ ...,., C RUBBER OR PLASTIC HOSE — TREE WRAP ` C ALL ONE COLOR. TMATCHNATIVE VEGETATION TO , FsT� TOP OF ROOTBALL O O TURNBUCKLES 6 1/2" GALVANIZED ON FINISH GRADE WITHIN 1". REMAIN 10 SETBACK T� o CADMIUM PLATED STEEL FITTED W/SCREW EYES S�pP��. s c oR`G�NPL.� 0- C O a 0 GUYING CABLES (MINIMUM STRAND 3/16") / .,. STEEL CABLE 3 PER TREE 3" SHREDDED BARK MULCH 4" SOIL SAUCER b�0 1' OF 1" PVC PIPE CEDAR STAKE 2"x4"x3' LO SLOPE MODIFICATION _ � 4 N ,� ro > v g C O / x t. '" Q a y �' - ;' ' ` PLANTING MIX CD .�' =W='�{ r* ' UNDISTURBED SOIL ,a 6"' MIN '_�{ t � ;,� =� Registration: �.'13 - a' NOTES: .__: .:. _ 1) PLANTING BACKFILL: REMOVE 1/3 OF BURLAP CD 1/3 LOAM, 1/3 SAND, 1/3 PEAT, BY VOLUME. FROM TOP. 12" MIN. IF IN PLASTIC OR CONTAINER, .r 2) WHEN PLANTING ON SLOPE—MODIFY SLOPE REMOVE ALL MATERIAL. D' R A AS SHOWN. NOTE PARTICULARLY: BUILT—UP SAUCER ON LOW SIDE SHALL BE EQUAL TO 1 ROOT BALL DIA. FROM PLANT CENTER. GRAPHIC SCALE 10 0 5 10 20 40 'C3 Project Number. E TREE PLANTING DETAIL 4087 0 NOT TO SCALE ( IN FEET ) ca 1 inch = 10 ft. Sheet Number. S, _ 9 t :.d.. _.'-- h. .. f "�e:..v„, ,..+. .. .1. :s:.w ,..—:.,.�.....,. . ....:.:.......« � �...._-,..........�....__....a7. .. ... ..,.._._. -,.,.. ....�. .v m�.w- �.,r'' ,. ..— ... .«.. ..._.�.ih .. • ,r'n rsd AXTER NYE • y �� « � , 4 i i. *. - . ' : ' ENGINEERING & SURVFYING z • Qf �.� a Registered Profes • �, s. t �, �� � .? .� � * and Land SurveyorsProfessional Engineers � �. . :. .I F • •01 78 North Street - 3rd Floor s. Hyannis, Massachusetts 02601 t-01 �<; , -'� •: Mali oQ . Phone - (508) 771-7502 j Pond ' '� ` ' _ " *• - - no• Fox - (508) 771-7622 - o -- �� ' � , �.. - www.baxter-nye-com �O • " �;- : �` Al.: .• STAMP STAMP TT • � ♦ I �* ' slyer+ �' • s Hi s;. 4 . � • ., �. _ • , ,� rti. a ��``w o O -?�• -"r f " `� s `= t CONSULTANT 0 1/2 1 HLE 1 q7 1000 0 I 200o am 40M 11Mr i sq `3 70 sF� LoCU ap Barnstable, MA CONSULTANT �,•\� oc,-eft � �qc� s � o .3• ,� 6 60. � 1.0 59.10 A. . 166/a� PREPARED FOR : ►� / h / 57.6 62 - 7061392 ? \70,, i rr ^h/ �v x; ~ END CURB 59.69 � Kw Grow, LL\i sT�•,,\ S/ A� sTA. 5+01 58. C/o P.O. BOX 490 qC O� odor J SLOT 1E6 TRACK 54 • `=cC C-V � h K� o, 5 6.4 9 �8 CO 52 b SEE LANDSCAPE PLA- 50 ' ��� ? �' x0 _ '�� >>• ^ ALL PLANTING LOCATIONS SHED `Aw, /�/T a 3.2 & TYPES CV AS� H ' �' AS s T 83 Nq� PROP. BOUND (TYP. s r3 .� 92. 66 l �R�VE 61 . 4s-96, �� l 5 �4 1 58.0 �r e / 51 .1�'r j °•so t Y. , J.� C ` , COTTAGE S , + PUBLIC CONSERVATION " o '� o `<�'� 58. 6 .5rF EUST AND RECREATION AREA A \ O �- /? /� F O81 E ROq 6 � DECK owe y A.H.. 143111 f o�� �9 \ 48 `0�J 2 � '4, s, 5 -58 /� .. ) GARAGE TOWN of �SA1'NSTAB c��o I.° 9 4 .2 /. (AfUN) '0 °� ��� / � �"/� .,�61 . \ab• ��res 2 r k C,�105886 �°. � � ti �/ .,.ti \ . 9p _ 6 � 9, y� h O�S 89. ( < 61 . / 7 O /i 2 O vc / Sp' � e 0.91 /� kirOipO'°8 8) ` / C1. 7 s' hq `. ro ./ k \ �9/ 59. d'`�,h , U CT 56.24 ILI s / vs's�T 61 �• SF'y'�1, ' ss�`Or�o 601 . 'vyos4. ' ,�� '. ..,� _ O ' 61 .5E / r / + r� \ - 60. ,,, ,�8. 9. 0ILI ! , , � , , � � / / 6 0 / ' / s93 to •d /�® 49 O a 62.10 �/ ois ooq9,� lry �� N pFUs \ - # Ig5,-. a� NOTES: 6�: ;soy / / FgHo \ M� -,�,� 1. THIS PROJECT IS APPROVED UNDER COMPREHENSIVE PERMIT #2005-013, ISSUED ON •aS, ~ �, a..� .o, 'i'�9/p,� T���Ty\ 93 `��' 5 8 m o 5-31-05. THIS APPROVAL PREDATES THE CREATION OF THE S.E.P. OVERLAY DISTRICT WHICH o2• �' / s,¢ koT� r C4 �S. 7 0' 6 .�5�� -�` i c� m - DOES NOT APPLY UNDER THIS COMPREHENSIVE PERMIT. 6 .12 os 9 /' F ENT x00 w �0�, a 2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, 0 / x�gpp / ro \ o G . g s356'26" � a- REQUIREMENTS, AND SPECIFICATIONS. '' 61 .79 L /!3 o W. 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING 61 .69 6; w / s¢S 40T'99� ti O 3 � AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. W 4. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY -/ �� Y FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. r 's' \\/60.23 r, "� O �� C o A.Af 143,105 9.41 �8 t 89 5. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING Af11RICO t3ARljoSA o SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES <2%. THESE ARE 58721321 4se-S9• _TT_ MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST �S � T ,/ ,�' , j k�. .� 5 7 z 6Q q�, .s��oT 59.5 /c� Q z Q CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT do 5 4e�'� �j h 4D o rV 8�j r c 5 5 COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. ? �I o abrk `�41 60 elk? S H E E T TITLE m 6, EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE fro �y TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH -58.37 0 2�`g' Site Layout Plan N SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES y SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE `' 0 89c.5�, O 3 DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING o GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDINGa 4 � SHEET N O I ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING APPROX. LOCATION sheet 3 Of 17 ASPHALT SHALL BE WITH AN APPROXIMATE 1% GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT OF 4'.GAS SERVICE 5 . 5 _ SHALL NOT BE ABRUPT. 57 5 T � 7. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE HOUSE o DATE: 12-13-2013 APPLICABLE. 441 �� 30 0 30 60 �p END URB AND IDEWALK ° 8. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN �' 5 8 SCALE IN FEET ORDINANCES. SCALE : 1*= 30' o DRAWN/DESIGN BY: JKL CHECKED BY:-MOE JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 DM BAXTER NYE 14 e ENGINEERING E NG & SURVEYING z 0 ' Registered Professional Engineers ��� \ 1� and g o , � � Land Surveyors \ 78 North Street — 3rd Floor BENCHMARK: / \ Hyannis, Massachusetts 02601 TOP 2 PIPE /ELEV. 62.50' Phone — (508) 771-7502 = Fax — (508) 771—7622 www.boxter—nye.com PROPOSED SPOT GRADE (TYP) \ `�� / STAMP STAMP / 1N OF MA S .0 / �O�' MATTHEVV f RESERVE AREA (DASHED) w. 7,000 GALLON \ + � 0.4 83 PUMP CHAMBER s �G 6 FT. SINGLE SIDED / ro E STOCKADE FENCE f t � 0,�(/ !/ / /, !! !' /,�A BACKUP GENERATOR ! / CONSULTANT SPA � /! ! ! ELECTRICAL PANEL !! !/ // !/, p/ ';�' /! `!/ �, ✓I BIOCLERE MODEL / GAL U /! j� // //, ! !/ ° ! J � 24 30 WITH 950 v / // / L ! // LON CLARIFIER /! , !/ 4,500 GALLON CONSULTANT SEPTIC TANK ° 00 4" SCH 80 U !� !/ !�! MANIFOLD // // �// � � � ,,,�' j 60. 57.6 59.10 18-2' WIDE, 2' DEEP 50' " F / P2A 59.69 �, / / PREPARED FOR : LONG LEACHING TRENCHES 4 SCH 80 / _ i /56 12"X6" INCREASE PVC FORCEMAIN TP 58.04- \ — 60 `_ ---' / --_ \ VALVE VAULT �, c," 56.49 58`� 58 5 o P.O. BOX / f �' / \ 9,000 GALLON 1 TP3A � / \''---____ 10' GRAVEL �, / 50` Oetervle, MA 02555 SEPTIC TANK ACCESS ROAD WW ACCESSco EASEMENT \ -� 3.2 \ r / / 8" X 6" REDUCER . \ ` 6 41 � TP3 BENCHMARK. 61 . 12' \ �� 5t1 .41 NAIL 10 PINE — 2 HYDRANT ABOVE GRADE y ;/� 58.44 51 . ELEV. = 63.38 ( -) /' ,/� / I 8" X 6" REDUCER 5859.2 5 / 60 TP5A60.7 y t 61 . / TP o / W 7 / kFo / / + g TP �A 61 60.1 b. �. w p SS 61 .52 IS" cc INSTALL 12 D, v 5 WATER MAIN w L 4" SEWER 61 .31 8 w/ 6A 5 49 (CLASS 52 -1 ! SERVICE (TYP.) �� ' T S Q �/ / o 62.10 0 M '�' /�P 0 40 x�oRp % 6 .12 UNDERGROUND ,- / 61 .79 ELEC/TELE/CABLE a �Q o ce 88 �/ op 60.2 P7P5 he ,/ / �1" SERVICE /- TAPS W/ 5 _7 y. 6© CURB STOPS 59.5 / 5 m o .60 12"X6" REDUCER r SHEET TITLE -58.37 / ° yiP y Utility Plan \ 5� SHEET NO to 57 9 % Sheet 5 of 17 o HOUSE D A T E : 12-13-2013 5 8 / 30 0 30 60 SCALE IN FEET J / SCALE :1'= 30' DRAWN/DESIGN BY: JKL CHECKED BY-M1E JOB N O: 2006-026-4 C A D D FILE: 2006-02B-4`l1r.D11IG 0 [/Zd /' / / BAXTE R NYE / / / BACKUP GENERATOR SET ON CONCRETE SLAB PROPOSED SPOT GRADE (TYP) / / / PAD TO BE SIZED TO SUIT THE GENERATORENGINEERING & RESERVE AREA (DASHED) / / _ / y / WITH A 3-INCH REVEAL ON EACH SIDEI 4 SURVEYING ,y/��//�/y 7,000 GALLON / / / / / / �// . / / / 14.72 , f ' ' ' ' ' 4" SCH 40 PVC BIOCLERE VENT I ' ' ' /' / �q / /�// / Registered Professional Engineers //// PUMP CHAMBER ,• ///y// ,��/�jy 6 FT. SINGLE SIDED 0 STOCKADE FENCE /' / f�/ /' / /// / /' / /' / 1 I / - / /� / 6 and Land Surveyors ' / o % f Y L L BACKUP GENERATOR / /�' 'y' n' / SERVICE PANEL SET ON CONCRETE SLAB 78 North Street — 3rd Floor 1 60.OiN '�, /�/,/ .///�/ ///// ////// /d®// �nI ELECTRICAL PANEL / ' / ' / % / / / / / / / /%I / / / `� / / /%/ /�///j /�! / /. / / . / / / PAD TO BE SIZED TO SUIT THE PANEL Hyannis, Massachusetts 02601 1 (/ // BIOCLERE MODEL d/// // /y// /9//p / /� / / / , / / 7 / / / / / // / // / Y �i///a/ �i /y �c6 24/30 WITH s5o , / / / / WITH A 3-INCH REVEAL ON EACH SIDE l /j�,/� GALLON CLARIFIER /, / / 1/ / / // / /��a / / 6 / , / // , I Phone — (508) 771—7502 1 ,, ///�y/ 4,500 GALLON /,� / / // //a/, / o' SEPTIC TANK y / / SLY / // / �/ z � `! / / / /�/ / / /// / / C , / / /./ / .,,x /o / L - / l=' / Fax — (508) 771—7622 4" SCH 80 �- �/ �✓// �///� _� ^ / / / d6 f / �!'- / // / / / / r , / W/ / I/ / MANIFOLD �/ //� / / _ _ m \ a f / / / / / / / / / / / /� Q.• e www.boxter—nye.com ma � /� / � 57.6 SQ '� b ' ' 0 / / / / // / // / // / /'b/ / / / / / /° BIOCLERE MODEL 24 30 WITH 950 / GALLON CLARIFIER / �/ / S� / 7 / / / / \_ PROVIDE EARTH BERMING AROUND S T A M P S T A M P 18 2' WIDE, 2' DEEP 50 4" SCH 80 F / 59.69 / ' / ' ' / ' /'b� / ' �/ / / / PERIMETER OF BIOCLERE LONG LEACHING TRENCHES \ °D / d / r.- / / / PVC FORCEMAIN 58. - -- 8" - '4 / - / /' / / / A j' "q 9.4' SETBACK / // / / (LOT 11 ONLY) �5g` / // / / / E// G de OF UqS VALVE VAULT / y �; / 56.49 - 8 // / ' / �j/ / / cal / / 6 / / f V / / /6� / , �/ / / / /4 / �p� MATWHE J,� CO / / / " / 6 / /j / /�' / � / / / / / .a / 6 FT. SINGLE SIDED s,000 GALLON 10' GRAVEL F Zr # / / ' / ' ' 'fir / / / / / " / / '" �' / STOCKADE FENCE o ED Y U) C \o % / / �%/ / / /%/ / / /(, / // / // / /o% / / \ SEPTIC TANK ACCESS ROAD F \ / / / / / / / / / �/' / s / p 4� '83 ww AccEss \�`� \ \ 53.20 / / / / / / / / / / , / /o// / / � � / / /o / / / /�- / / / %%, / GROUNDING ROD/ �G �o EASEMENT '� \ 7 / / / / 4,500 GALLON s BENCHMARK: / // / ` SEPTIC TANK NAIL 10' PINE - 2' �• - /. 46 51. / / / / b9 / d�/ / b' �n CONSULTANT GRADE (TYPHYDRANT I /// // / / / / ELEV. = 63.38' O // /- O ° / �' / / /� 3 / / ''/ / c / b / / del- ABOVEf / J / \ _ / °� //�� \ / / / / / d / / /// / / /'/Y / \ / 1.5" S�W�4.0 REDUCER I,- / , / , / / / / / \\/ P BIOCLR \ �/ i / ,�/ / / / / �/ "� CYCLE LINE �STORMWATER / MANAGEMENT/ 5 ' c/ / �j i o � / / , /,, / , f a _� CONSULTANT PARCEL / Co 10.28 59.2 \ to j / Je 016 6 .822 1 �0 ' 5-k73_/ /5 �� � 60 FS LOT 7 10.46 PREPARED FOR : ' S CT Cal , �� s�F KTW Group, LLC \�q, c/o P.O. Box 490 � % ' S �� Osterviile MA 02655 SERVICES(TYP.) / /o� `� / 4' SCH 80 PVC MANIFOLD qS� 62.10 / 6 .34 \ \ 4" SCH 80 PVC FORCEMAIN / ,6 / UNDERGROUND �� ° / \ j / 7,000 GAL. PUMP CHAMBER 61.79 ELEC/TELE/CABLE 9,000 GALLON qS SEPTIC TANK Qq s. F GRAPHIC SCALE GRAPHIC SCALE 1 SERVICE 0 20 40 80 160 r0C CURB STAPS TOPS SF 59.5 PCB �o o s zo 20 40 SEWER MAIN PLAN �'° � . 60 � -; \\\ cgs ( IN FEET ( IN FEET ) \ TOP OF BIOCLERE EL 64.73 d -� 1-1/2' SCH 40 PVC RECYCLE LINE TO W INLET OF SEPTIC TANK (RUN LINE U� OUTSIDE TANK) .0 I L 2 W C -� INV. OUT EL 54.20 J 0 t W o w 'o`- F1 GtzAOE _ �� (RECYCLE FROM SLUDGE PUMP) cc Q FLASH GRADE = 60.0± Qw� � "� � ter• h�.h �� W > h M '" o N N �^� ° INV. OUT EL 52.13 AL`' W N ni O h h h 8' SDR E1E1=54.46 QEY=54.07 0 O �o W °' W W �• N r N ^ 35 PYC - — MATCHOr 00 = v� N N W h N W ^ o ►� ^ a O N -4 ri1.5 BIOCLERE 6' SCH �0 PVC BELOW O �'.► Oo�' W SCH 40 PVC O W 2 p O N W =_2 JO LA W N N h 4'BUILDING SER14CE 5296 RECYC E u!E �L�', S=1 3x oA '� O e�� » ��� � � � � * 4, 22 , °j N 1 FROM L0T10 (/NV m po h Gi� = 2 h _ Z i N 4' BUILDING SERVICE EL=55.97, ST 4+72, rR m 5271 5263 523g 5230 N4i � FROM LOT 3 (/NV LT-4 ) '� X z 5/SEwER t/2 FLorr EL.=55.43, ST 3+16, DEPTH N +�" Z LT.4 ) 4'BUILDING',SERVICE (SEE SEIVER A94W ELEV=�6.07 m O Q > > f7POM LOT t (INV. CLF�W-AUT DIE7NL m F- cn c� 2 2 EL=56.41, ST 4+68, (mv uut-55.14 M a 4'BUILDING SERVJCE LT-4 ) os-buvrt) ELEV-4421 fROM LOT 5 (/NV. Q v EZ.=57.37, ST 2t01, ---- LT.4 PpE SUPPORT - '-..- :'••_ �: +c_� � w 9.000 GALLON SEPTIC TANK 4,500 GALLON SEPTIC TANK B/OCL£RE MODEL 24130 W WATER sERv/c£---� („O� (NO�) WITH 950 GAL. CLAF/F/ER Cr J OW) 8'��� S=O ��� L=90 FINISH GRADE=60.Ot `L Y 8" SOR35, S-,@37x as-b/t, L=92 ' ~ N Q 8' SOR 35, S=0.4�; WATER SERWCE (nP I J WATER SEX'VICE I I v L=29.56' 4'SU/LD✓VG SERVCCE WATER SER14CE (!Yf' (TYR) m 8' SDR 35, S=0.4A; FROM LOT 8 (NV 4'BUILDING SEx'WCE O L=15-50' EL=57.17, ST 2+19, 4' BUILDING S29WE 'BUILDING SERVICE 'BUILDING SERWCE k z LMAIM B"AAMN FROM LOT 4 (INV TOP OF TANK EL 53.58 LT.4 ) �_ 83, ST 2+92, FROM LOT 9 (INV FJ410A/ LOT 2 (/NV FROM LOT 11 (iiw _ . - INV. OUT=51.75 oLn LT.4 ) EL.=55.89, ST 3+71, EL.=55 95, ST 4t01, EL=56.15, ST 4t93, : . ••; ;, • •.• / SHEET TITLE ,;, LT-4 ) LT.4 ) LT-4 ) TO LEACHING TRENCHES Wastewater Plan 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MATCH 6" SCH. 40 PVC INV. IN=51.99 PROPOSED GROUND SURFACE ALONG CENTERLINE OF SEWER MAIN LAYOUT ABOVE L=14', S=1.09 = and Profiles 3 SHEET NO NOTE: HYDRAULIC PROF/LE UD ID SEWER MAIN PROF/LE SEWER MAIN PIPING AND SEWER MANHOLES 2 THROUGH 5 WERE INSTALLED Sheet 13 of 17 C. IN 2006 AND FILED SURVEYED BY BAXTER NYE EGINEERING & GRAPHIC SCALE SCALE.• VERTICAL 1'=4' SURVEYING ON JANUARY 16, 2007. PIPING AND INVERTS ELEVATIONS DATE : 12-13-2013 0 40 0 20 40 Horizontal 80 HORIZONTAL 1'=40' DENOTED AS (as-built) ARE THE RESULT OF THIS FIELD SURVEY. GRAPHIC SCALE IOU G 2 4 8 6 T BOTTOM OF TANK: ELEV=45.33 .o Vertical ;: -: •: --:. ,•:. - -• . :.;. 4 ° 2 4 s _ S C A L E : VARIES ff'ET ko o ( IN FEET ) 7,000 GALLON PUMP CHAMBER 0 DRAWN/DESIGN BY: JKL CHECKED BY: I►AME N o JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 WW-DWG ry 0 PUMP SYSTEM NOTES: g,��(T'ER NY .. `* 7,OW GAL PRES I E DOSING MW GiA18FR E 1.25 LATERAL SHOREY sr-7000 H-20 OR EQUAL TO BE INSTALLED ON A ENGINEERING & LEVEL STABLE BASE DOSING CHAMBER TO BE INSPECTED & CLEANED ANNUALLY. 44' CONCRETE RISER VATH 26' DIA. HEAVY DUTY SIPS CONCRETE RISER W17OPENING 26' OLIO HEAVY DUTY OUPLEXING (2 ALTERNATMG) PUMP SYSTEM COMPLETE WITH ALL SURVEYING ce. STEPS OFFSET OVER OPENING CAST IRON FRAME AND STEPS OFFSET OVER OPEMNG CAST IRON FRAME AND PRECAST CONCRETE PMENT AND CONTROLS SHALL BE PROVIDED IN ACCORDANCE WATERTIGHT 2'x3' ACCESS HATCH �� TO GRADE (TYP) PRECAST CONCRETE WATERTIGHT 2'x3' ACCESS HATCH COVER TO GRADE (TYP) RISER (TYP) M� H PLAN INFORMATION AND SPECIFICATIONS HEREIN. SET IN CONCRETE TOP 1. . TEE MANNIFOLD 110 BE FINISH GRADE = 60 0± RISER (TV) SET IN CONCRETE TOP FNISfI GRADE _ BeLow LATERAL ELEVATION THE PUMPS SHALL BE RATED TO DELIVER Registered Professional Engineers 188 GPM O A TOTAL DYNAMIC HFAD OF 24 FEET CAPABLE OF PASSING 2- DIA SOLIDS_ and Land Surveyors 6' SCH 40 PVC ELEV=54.45 ELEV4' MANIFOLD THE DUPLEXING PUMP SYSTEM SHALL BE EQUPPPED WITH (2) (FROM SMH 1) - - - - -__- _ -_ - ` ` ' : 6' SCH 40 PVC =54.07 3OM4.MYERS NON-CLOGRPM. SUBMERSIBLE SEWERAGE PUMPS MODEL 3WHv 78 North Street - 3rd Floor 6' SCH PVC PIPE 30M4 1750 RPM. 3 PWLSE/230 VOLT OR EQUAL THE FLOW LINE SECTION A-A PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE DUPLEXING Hyannis, Massachusetts 02601 FLOW LINE PACWIGE, TO INCLUDE THE LIFT OUT RAIL SYSTEM. ON-SITE CONCRETE SEWERAGE SYSTEM OR EQUAL PER MANUFACTURERS 1.5 BIOELERE Flow SPECIFICATIONS (INCLUDING, BUT NOT LIMITED TO: WATERTIGHT Phone - (508) 771-7502 RECYCLE LINE ZABEL. A300-12x36-VC ACCESS HATCH WITH LOCK. GUMERALS. BASE PLATES WITH 5296 DISCHARGE ELBOW ANY. LIFTING CFWN% MOUNTING Fax - (508) 771-7622 io -� 5263 FILTER 5238 BRACKETS FLOATS a PIPING). A WATERTIGHT CONTROL PANEL �TM OW °° m LATERAL1Y ,25'-9°' 40 PMC a5'RB"ION F�P BE EDESTAL nMOUM C MEETING 4X NON-MEIALLIC ENCLOSURE HE www.boxter-ny�e.com PROVIDED WITHIN THESE PLANS AND THE FOLLOWING: ELEV-46.07 ELAPSED TIME METERS. FLASHING ALARM LIGHT AND HORN, INVERTED TEE CONVENIENCE OUTLET. ----- a XyA OF 4f -4'x1.25'x1.2S" 'NEE DAFT CIFI ATIONS SELECTED PUMPS OUPLEXWG o MATTH S ELEV-44.21 ZABEL SUPPORT PIPE IMTH AT LEAST (4) - 2 �� q� HOLES CUT FROM TOP TO BOTTOM IN THE SUPPORT SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL Vv GAS BAFFLE USE PIPE (SEE ZABEL INSTALLATION INSTRUCTIONS FOR - - -- - O D v CIVIL N 'R F-TITE' OR SUPPLEMENTARY SUPPORT OUNLS) No.4318 PIPE SUPPORT 1T-0' APPROVED EQUIVALENT 4•t 1T-o' PARTIAL PLAN VIEW PUMP NDTEs R w� 1. 2 PUMPS REQUIRED (DUPLEXING SYSTEM) MAN SCH 40 PVT:015IRlBUl10N 2. PUMPS TO ALTERNATE IN OPERATION S/ONAI. �aO 9,000 GALLON SEPTIC TANK 4,500 GALLON SEPTIC TANK 3. ALA14,6 To BE ON SEPARATE CIRCUITS Imo. 4. 1 AUDIO AND 1 VISUAL AIJIRM REQUIRED. 5. MOUNT ALARMS ON PEDESTAL MOUNTED PANEL. (NOT 1D SCALE) (NOT 1D SCALE) & MINIMUM WATER LEVEL SUBMERGENCE OF PUMPS (PUMP OFF FLOATFACTURER� BE CONFIRMED WITH THE � CONSULTANT TORT-80�' APPROVED BY THE ENGINEER. SCH 40 PMC DIS'IRIBU110N A A IF rXI.Wid.2r TEE CONSULTANT OEBURRED 3/16'0 PREPARED FOR DISCHARGE HOLES c- PFESt DISTFliION �IANFOL.D NNTs (ALTERNATE SIDES 410 DETAIL KM Gr Cup, LLC 4.83' TYPICAL:�-- % P.O. BOX 490 1.WO SCH 40 PVT; Oster, MA 02&W a// DIST. LAIERAI BOTTOM OF PIPE SECTION VIEW BOTTOM MEW DISCHARGE HOLE DETAILS "°�"R"'�"T NO . NOT TO SCALE --- - I r Sal 80 PC Ta HATCH LOCKAM FORM MAN AND MATFICIIMT Nr PMC IIaET I ( PVC NIRM >Ir o VALVE FIT 2' LAYER OF DOUBLE WASHED 1/8' 1.25'0 SCHEDULE 40 PVC T EHCI CLEANOUT COVER I TO 1/2' PEASTONE OR N014-WOVEN THREADED CAP To FINISH GRADE (TYPICAL) ( C SCH w� GEOTEXTLLE FALTER FABRIC 4' CONCRETE --------I (18) 50-L X 2'W LEACIW COLLAR �m w PVC FINISH GRADE = 6O.Of TRENCHES FINISH GRADE = 60.5t (�^N-) FINISH GRADE = 60 of NIFOW 1.25' DIA SCH 40 PVC LATERAL SLOPED TOWARD I 60CRUSHED +PVC mm --- ..� MANIFOLD AT 0.5x PERFORATIONS AT 4'-10' 12' MN, 36' MAX STONE O.C.. ALTERNATING BETWEEN 5 AND 7 O'CLOCK COMPACTED EARTH COVER (TYPICAL) r RANGED WE PINS STAIN PLAN _r POSITION ON PIPE (TYP) N.T.S. 0 000�00O.0o00�OU0000O0o000000000 000Q00o0o000o000o0OU000000000t}°000° _ 57.50 0000000 O O 0 fl O O O O 0 O O O O O O O O 000 000000000000000000000 000000000000000000. ELBOW M1H INSECT 9C.REEM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000 0 0 0 0 0 0 0 0 0 0 .o a o 0 0 0 0 0 0 0 57.75 • o°0°O°o°o°(2 o ' � o 0 o fl o ^{ '% 0 0 o a o 0 0 0 0 0 vA��sSHALLE,E w C u o 0 0 0 0 0 0 0 0 0 0 o a a o 'p 1.25 RISER o a o 0 0 0 0 0 0 0 0 0 0"0 0 0 0 0 0 o a o 0 0 0 o a CEHtEr�D u DER HAtaN 0 0 0 0 0 0 ��q'�9'Q, a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24-DIAMETER FRAME -' 4f of o 0 o 0 0 S. a o 0 o a o 0 o a o 0 0 0 0 o a o 0 0 o O o o a o 0 0 0 55.50 AM� AT GRAM VALVE CHAMBER PLAN �- o fl fl o 0 0 0 0 o a 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 o a o 0 o a o 0 4 SCH 80 000000000°000O000o000°00,000�000�0000000 000 00{}O�}00 0©0 0O0©0°0°O°0°O°0° T LOCKABIE� PVC MANIFOLD -0-0-0-0 0 0 0 0 0 0 o a o 0 0 o a a a o 0 0 0 0-0-0-0-0 a 0 0 0 0 o a o 48)W ALUMINUM HATCH AT GRADE. OVER 5482 BEGIN PROPOSED VENT MAN SYSTEM ��� ( � wacAMIX NO WATERTIGHT _ (ROTONDO MH 4X4 OR EQUAL DESIGNED FOR t- •� END �(P�BLACK) + CONTROL PANE.soot ��� �S AS NE Y r,,,) H 20 LOADING AT DEPTH OF COVER SPECIFIED HEREIN) W i 4 FINISHED 4RADE-80A* OL 50'L GREATER 0- THAN 5 FEET I) 3'0 Sal 40 PVC VENT TYPICAL LEACHING TRENCH PROFILE STEPS OF OVER aw�rrc T�TM ANC XXX �. ,� ,� °z EIECIWGIL AT COVER. RIM i� Z (NOT TO SCALE) ELEV--10.0t III �00�oT �a R ESTIMATED HIGH I aa►T m o GROUNDWATER I) _ RACK a NO GROUNDWATER OBSERVED TO ELEV=50.1 GENERATORHEM 7 JUNCTION Boot Ghat CONNECT --' ►^' :;;: '%� :_�::•� � w EMERGENCY !. ON EXTERIOR OF TANK uNgIN p 1.25' DIA PRESSURE or PVC INLEr (2) C SON SO PVC FORCE YAWS RI�S,.0 � MOM Mitt FLOAT SNNTa*S i NNV OUT=51J5 v ELEVa55 77 � � INSTIMUMON FINISH GRADE=60.5* LATERAL to MANHOLE STEPS AT 1Y O.G i W Y Nd 4070 GALLONS STORAGE ABONE V. UF1INGFrFRLJM4 SOAIN 40 PVC : N 12• MIN wv ELEv}-s1.n CONNECTOR 1WASfED1 ONE (PEASIOW) 38' MAX. HK81 wA7ER ALARM ELEVATION �� (Typ) } m N ALVE x V ELEV-51.79 0 °1 6 6 HIGH WATER ALARM EIEV-48.21 C SCH 40 PVC DRAIN � w•• LAG PUMP ON ELEV-47.75 SSE SPECS (TO PC) INV=50 77 Z «' p0 8'PML TEE INLET = pN (2) 4VAL 12' o LEAD PUMP ON E3EM•47 2g SHEET TITLE VALVE `: i : ` ! ` :�� .!! ION TANK BOTTOM M `° _ (� �i PUMPS OFF E1FM�46 99 ENLARGER 1 r O p O qp Oo O o � ° Wastewater Details a � LOW WATER ALARM aE*-4&0 N ELDOW 1 12' ooMPACTED Sheet 1 TANK INVERT ELE1a24 8' DIA ANNULUS .-- - _ -. . 1n BE FREE OF GRAVEL BORROW 2' 2' AAA : :... c;fRouT TINE c " ) SHEET NO 3 00 �00 O° 0 00 00 �iD o0000 O° Oo0 '•� o 0 o FILL G i PORTs Sheet 14 of 17 E)asnNG GROUND OR 3/4'T+0 1 1/2` DOUBLE *TANK D CHAMBERS DESIGNED FOR H-2�0 Q o 00 0 8 0� o d 8 d 00 �. - - - � APPROVED SEPTIC FILL WASHm STOLE c NOTE PUMPS OFF FLOAT TO BE SET OFF CHAMBER BOTTOM TO PROVIDE tr ooNNPACTED AN TO BE 9 7AOD GALLON SE7006 1-2o TAW CONMJOUIS SUBMERSION OF PUMP As REQUIRED BY MANUFACTURER. GRAVEL BORROW LOADING AT DEPTH OF COVER SPECIFIED HEREIN. (SEE TANK DETAIL H°REO") DATE : 12-13-2013 S *ALL TANK PENETRATIONS SHALL BE CONSTRUCTED TO CREATE A WATERTIGHT SEAL 30 0 30 60 TYPICAL LEACHING TRENCH SECTION (NOT TO SCALE) xD INTERIOR VAXT �G� 7,000 GALLON PUMP H-20 CHAMBER SCALE IN FEET 44 SCALE "- ' (NOT 10 SCALE) : 1 - 30 o DRAWN/DESIGN BY: JI(L CHECKED BY: MWE to 0 JOB N O: 2006-026-4 C A D D FILE: 2006-026-4 WW.OWG o N d SOIL LOGS _ _ BAXTER NYE Fa-1 -� 80< LOW [)AM:V' n-M -�_ � y _INSPECTOR DONNA MIORANDI BARNSTABLE BOH_ ~_ � � ��ra�a� ENGINEERING & _ NOTe n.sp..rbd kawhula bmiw ft Dept lldeheml -�SOLL EVALUATOR BRUCE MURPHY YANKEE SURVEY CONSLIfANTS' maabpedb.i,a.aoh�chehufiovw.saerA'e�prxaool. - L..._.�_-.__ ___ _ - -...__ Thwwlcd*ainheebherebaen---dbylhemee®h 6hpnewdReoW an hnvhhho6taaliwsbeesP.adrhwah Inoue bean nods. ,+y BARNSTABLEDATE :I"-i-& tea. mob.. n,a. adb.adaw NbUk Wd dad w �- CERTIFIED SOIL EVALUATOR: BOARD OF HEALTH AGENT: _i TEST PlT NO , - --- "� SURVEYING " JUSTIN LAMOUREUX, HORSLEY AND WIITEN GROUP _ _ PERC RATE act sANDs_EsnMAT_E_D TO_BE<�MIwIN A_ Elevation of the PUMP OFF SWITCH,in fed? DESIGN FLOW(in gallanefdayR � DON DESMARAIS, R.S. DEPTHOFPER& 55 __ _ _ ._ .. _. v_-.. ___ Elevalnnd the upper LATERAL,nfeet? 5Z75 - : -- --- TEST PIT 1 A TEST PIT 1 B TEST PIT 1 C TEST PIT 2A TEST PIT 2B TEXTURAL cLAss: l __ _-._-_,_________ __-___.___ _' DELIVERY PIPE distance,from pump to manifold,o fed? 30 , -�--,-_-__...___ ___ DELIVERY PIPE diameter,in inches(f not 2"-use 2"min)? 4 TP_2 Design DISTAL PRESSURE,in feet(f not 25)?(hot) 50 Registered Professional Engineers G.S.E. = 60.3E G.S.E. = 60.2E G.S.E. = 60.1 f G.S.E. = 60.3E G.S.E. = 60.4E `I IS MANIFOLD CENTER-FED&SYMETRIGAL(yes or no)? How merry onlices in the MANIFOLD? 0 and Land Surveyors - 0; 10YR 2 1; - 0, 1 OYR 2 1; - 0, 1 OYR 2/1; - 0, 1 OYR 2/1; - 0.0 ' 60.0 0.0 ' 60.0 MANIFOLD ORIFICE diameter,n manes(f not(in) 0_3,24 1 0; 1 OYR 2/1; / , / A q TOTAL�NCTH�(F�(�r mnr(n) �4 4 d' 4-U" 4-0" 3-0" 3-0" 3-0" SANDY LOAM Does MANIFOLD drain to FIELD after dose(yes or nor 78 North Street - 3rd Floor ----1 SANDY LOAM How many LATERALS? r 18 0.8 ' 10 YR 413 59 2 0.8 10 YR 413 59 2 Pumping c,amber weep hole sae(usually.26')(in) c z5 IF USE 0 FORCE MA DOES NOT DRAIN Hyannis, Massachusetts 02601 i PROGRAM WILL CALCULATE UP TO 26 LATERALS AND UP TO 50 ORIFICES PER LATERAL A; 10YR 2 1; SANDY LOAM A; 10YR 2 1; SANDY LOAM A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM a You HIGHEST elevation lateral MUST be LATERAL 1: / / FRIABLEB (firstoar from lateral 1R of once spacing) Lateral 1: Lateal 2 Lateral 3 Lateral 4: Lateral 5: Lateral 6. Lateral 7: lateral 8: Lateral 9. Lateral 10 Lateral 1 t: Lateral 12 Lateral la Lateral 14: lalera115_ Lateral 16 Lateral IT Lateral 18 Phone - (508) 771-7502 -1 FRIABLE FRIABLE 1" FRIABLE 1 10 YR 5/8 Distance from M of tr to edge en ch,in led 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Fax - (508) 771-7622 1" t'+ 2' 1~ FRIABLE LOAMY SAND LOAMY SAND 3.0 ' 57.0 10 YR 518 Length of LATERAL,infeet?(m"itold to distal end) 102 102 5 102 5 102 5 102 5 102 5 102 5 102 s 102 5 102 5 102 5 102 5 102 5 102.5 102 102 102 102 5 .30 ' 57.0 Diameter of each LATERAL,in inches(1.S min)? 1.25 12 12 125 125 1.25 125 125 1 25 1.2 1 25 1 2 1.25 125 1.2 1 2 1.25 1.2 C Elevation ofeach LATERAL,infeel?(average) 57 75 57.75 57 7s 57.75 57 75 57 75 5775 5775 5775 5775 57-75 5775 5775 57.75 57.7 5775 577 57.75 W+NW hauler-nye.C0117 LL, E, 10YR 6/1; SANDY LOAM E, 10YR 6/1; SANDY LOAM E; IOYR 6/1; SANDY LOAM E; 10YR 6/1; SANDY LOAM E, 10YR 6/1; SANDY LOAM DEPTH OF Number ofORIFICES per lateral 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Distance from Marifdd to closest Orifice,in feat 270 2.70 2 70 2.70 2.70 2.70 270 270 270 270 270 2 70 270 2.70 2.70 270 270 2.70 FRIABLE FRIABLE FRIABLE FRIABLE FRIABLE PERC 66" ORIFICE SPACING,in feet 483 483 483 483 483 483 483 483 483 483 483 483 483 4.83 483 483 483 483 90 Jr" 6' S' 3" <2 MIWIN. Orfce distance from each and oftrench(infeet) 1 70 1.70 1.70 1.70 1 70 1.70 1 70 1 70 1 70 1 70 1 70 1 70 1 70 1.70 1.70 1.70 1 70 1.70 Diameter d ORIFICES,n i slim?(0) 0 18 ,5 01875 01875 0 187s 01171 018751 01875, 018755, 0 1875 o 187 o 1875 0 i 01 875 0 1875 01871 0 1875 0 1875 0.1875 STAMP STAMP PERC RATE Square feet d learhfield per lateral(can ignore) 305 305 30s 305 305 305 305 305 %5 305 30 305 305 B; 1 OYR 5/6; LOAMY SAND B; 10YR 5/6; LOAMY SAND B, 10YR 5/6; LOAMY SAND B; 10YR 5/6; LOAMY SAND B; 1 OYR 5/6; LOAMY SAND MEDIUM SAND Maximum rx,rrnber d«fifes in any one lateral 11 FRIABLE FRIABLE FRIABLE FRIABLE FRIABLE MEDIUM SAND 1 o YR 6/4 Mnnhum lateral diameter ,2s MA 11A TI-It � FRICTION CALCULATIONS(using Hazen Williams friction ft--Ld((3-56OrNCh(Dd"263)))A1.85) ��? MATTHEW N 23" 24" 26' 22" 25" 10 YR 614 PRESSURE CALCULATIONS(using ontice disdhage equation Q=11-79 D"2 h&-5 O W.- fe Lateran: Lateral Lateral3. Lateral 4, Laterals: Lateral6: Lateral 7: Lateral8: Lateral9 Lateral 10 Lateral 11: Lateral12 Laterall3: Laterall4: Laterally: Laterall6: Laterally: Lateral 18. CJ EDDY C ; IOYR 4/6, LOAMY SAND C ; 10YR 4/6; LOAMY SAND C ; 10YR 4/6; LOAMY SAND C ; 10YR 4/6; LOAMY SAND C ; 10YR 4/6; LOAMY SAND 12.0 ' 48. LATERAL DISC.HAGE fist approximation) 1020 1020 10.20 1020 10.20 1020 1020 1020 1020 10.20 1020 1020 10.20 1020 1020 10.20 10.20 10.20 IVIL NO GROUNDWATER/MOTTLES 12.0 48.0 MANIFOLD ORIFICE DISCHARGE o-ao N(��43183 1 FRIABLE 1 FRIABLE 1 FRIABLE 1 FRIABLE 1 FRIABLE NO GROUNDWATER/MOTTLES TOTAL SYSTEM DISCHAGE(first approximation) 328-10 4 �Q7 86" 120 120 120 120 TP-3 ' T S TOTAL DISCHARGE PER LATERAL(gpm) 1023 1023 1023 10-23 10.23 10.23 10-23 10.23 1023 1023 1023 1023 1023 10.23 1023 1023 10.23 10.23 0 L E� SAND TP-4 DISCHARGE PER SQUARE FOOT OF LEACHFIEAD(gpm) 0-0335 0.0335 0.0335 0-0335 0.0335 0.0335 0.0335 0.0335 0-0335 0.0335 0-0335 0-0335 0.0335 0-0335 0-0335 0.0335 0-0335 0-0335 C ; 10�p 1 R 6/2; JrL,D 0 0 1 60.0 ORIFICE MAXIMUM DISCHARGE BY LATERAL 0.94 0.94 0.94 0.94 0.94 0-94 0.94 0.94 0.94 0.94 094 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.0 ' 60.0 ORIFICE MINIMUM DISCHARGE BY LATERAL Q93 0-93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0-93 0-93 0.93 093 0-93 2 FRIABLE NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED O O ORIFICE%DIFFERENCE DISCHARGE within LATERAL 0.98% 0.90% 0.90% 0.90% 0.98% 0-90% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1-0% 1-0% 1.0% 1.0% 120" NO WATER OBSERVED 0.3 ' A 59.8 0.3 ' 59.8 MINIMUM D CHARGE LATERAL 10.233 MAXIMIMCONSULTANT A MAXIMUM DISCHARGE PER SQUARE FOOT 0.03 VARIANCES 0.81 8 SA OD R O1 M 59 2 %MWItI L DISCHARGE 1;o DISCHARGE for b;txce r_,r FOOT 0.03 DIFFERENCE DISCHARGE TEM LOAMY SAND laterals o o%as percent d maximum later.. TITLE V SECTION 15.221: GENERAL REQUIREMENTS FOR ALL SYSTEM COMPONENTS g 0.8 10 YR 413 59.2 y square feet 0 0%as percent of maximum square w, i isys r B WEEP HOLE DISCHARGE(usually a 114"weep hole) 4-13 weep hole= 0.25 itch (7) THE TOP OF ALL SYSTEM COMPONENTS SWILL BE INSTALLED NO MORE THAN 36' BELOW FINISH (MADE: LOAMY SAND LOAMY SAND i0YR5B CONSULTANT SEPTIC TANKS TO FINISH GRADE: REQUIRED = 36" MAX., PROVIDED = 71" (35' VARIANCE REQUESTED) 3.0 57.0 30 10 YR&8 57.0 VOID VOLUME N DELIVERY PIPE(get) 19.50 C VOID VOLUME N MANIFOLD(gal) 99.22 VON)VOLUME N EACH LATERAL(gal) 6.53 6.53 6.53 6.53 6.53 6.53 6.53 6.53 6-53 6-53 6.53 6.53 6.53 6.53 6.53 6.53 6.53 6.53 PUMP CHAMBER To FINISH GRADE: REQUIRED = 36' MAX., PROVIDED = 77' (41" VARIANCE REQUESTED) DEPTH OF TOTAL LATERAL VOID VOLUME(gal) 251-4 PERC 65" MINIMUM DOSE VOLUME(based on void volume) 12W to 2514 YIN <2 MIN/IN. ACTUAL MINIMUM IS BASED ON DAILY DESIGN FLOW MEDIUM SAND (weep hole,usually 1W,riot counted for dose,effluent is rephmped during process and not counted for friction,except as filling headloss) 10 YR 6/4 PERC RATE PREPARED FOR : TOTAL HEAD LOSS IN EACH LATERAL(ft) 0.58 0.58 R56 0.58 0.56 0.58 0.58 0,58 0.58 0.58 0-58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 MEDIUM SAND MAXIMUM TOTAL LATERAL HEADLOSS N SYSTEM(ft) 0-58 10 YR 614 TOTAL LATERAL HEADLOSS N SYSTEM(ft) 10.10 I/ � ' �� 13-0 ' 47.0 MANIFOLD HEADLOSS(center4ed unless man&M design)(ft) 0.90 11.0 ' 49.0 DELIVERY PIPE HEADLOSS(ft) 0-54 wU delivery 4 inch diameter ■ NO GROUNDWATER/MOTTLES NO GROUNDWA.TER/MOTTLES ( through tugs,entrance and exit)(1 5-60 Assume greater d 5 ft (Ve2r2g))MINOR LOSS(minor losses f ( great through pump aril vane chamber+5%d Hlf or K C/o �P.O. BOX y /�G1 DISTAL PRESSURE HEAD(ft) 5.00 r. � ■ STATIC HEAD MP TO TO HIGH LATe 6 run) (f 11.76TREATMENT SYSTEM DESIGN CRITERIA c `sue I jje, � OL� _ HEADLOSS PUMP TO WEEPHOLE(assume 5 nab)(ft) 88 G.P.M 34.4 FEET OF HEAD GPM=at bi ah pis nerirdd ohiices pis weep hone hind is sun d alai.howl and head-shown Nitrogen Sensitive Area Requirements. 180 GPM dis. 23.8 FEET OF HEAD leasrabc head.d*MVbeaus and rea raes trkb Not Applicable under Title 5 Requirements � LOW DATE:07-22-2006 Local Saltwater Estuary Protection regulations CERTIFIED SOIL EVALUATOR: BARNSTABLE PRESSURE DISTRIBUTION CALCULATIONS not applicable under Comprehensive Permit JUSTIN LAMOUREUX, HW GROUP BON AGENT: DON DESMARAIS, R.S. TEST PIT 11 A TEST PIT 11 B Use: Residential = _ G.S.E. 161.2t G.S.E. 61.3E AocFss a ooree air W eE Nsaum Number of Bedrooms: 37 Bedroom F LOlyl�N FL�wB61f. F11011DE FOR FIr�Ld1aN. 0; 10YR 2 1; - 0; 1 OYR 2 1; - 24' �D omw 90. Design Daily Flow: 110 GPD/Bedroom 6-0' 6-0' r A; OYR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM Total Daily Design Flow: 4,070 GPD FRIABLE FRIABLE in in Gargabe Disposal: NO E; 10YR 6/1; SANDY LOAM E; 10YR 6/1; SANDY LOAM CLASS r ooNCA,E FRIABLE FRIABLE _ onoo 4'FOVUVM fte 6" 7" aF�Mil OF W& Septic Tanks Sizing: �� sa(LE1r N CAP B. 1OYR 5/6; LOAMY SAND B; 10YR 5/6; LOAMY SANG GWM- 200% of total daily flow (First tank): FRIABLE FRIABLE 070 gallons 8,140 gallons 25' 26' eogRlr a Flea e.Ev•®2.2 �W Use 9 000 ' anon tank C ; 10YR 4/6; LOAMY SAND C ; 1 OYR 4/6; LOAMY SAND OOINLE CL g FRIABLE FRIABLE 100% of total daily flow (Second tank): LIr s�NE _ kl >/r1 W C 120 120 1 x 4,070 gallons 4,070 gallons Pac 0 56' (EEEV 56.5) Pac 0 56' (EIEV 56.6) (INSEPCT164'PORT DETAIL �' a °C 0 Use 4,500 gallon tank RATE =1 MAIN/IN RATE =2 MIN/IN �-- "-'-- CLASS I SOIL CLASS I SOIL (NOT TO MALE) U "- LIMIT OF 24 DEPTH OF DOUBLE w L Pump Chamber Capacity: 4" SCH 40 PVC " WASHED �4"-1-1/2" CRUSHED STONE -21 1.25 SCH 40 PVC LATERAL CLEANOUT OVERLAID WITH 2" LAYER OF DOUBLE O INSEPCTION PORT DISTRIBUTION LATERAL W O (18) 50'L LEACHING (SEE DETAIL) WASHED PEASTONE (TYP) �.. Dose Volume: 1232 gallons TRENCHES 142 Emergency Storage Provided: 4070 gallons BIOCLERE CLARIFIER Sum Volume: 539 gallons - ? n �a P g °� : °� 1 o o g�(Tr)Ay t o I �� $ I 0 1 l f °� °� �°� ° °� i `I °� _ o Dram Back Volume. 214 gallons I I i ! I I ! i 1 I I _ Between Pum n & Alarm: 539 gallons 41 1 M 6 I Storage etwee p0 9 I 11 1 I On- 6 593 gallons I I I j I I t 1 j I j I I �l I l 1 Tod I I o Total Volume Required g ° ( ° ° i o 1 ' ° I 1 ° + ( o ° I I ° I t 1s, ( )�°� �� �� I I I I I °� G °� I I I I �6� i l Laili I ; W1 all I I� l all a , I 1� 1 11 � 11 1 I >; Use 7,000 gallon Pump Chamber poq p© po pot p. �04 �°4 I . I a°i ao hY 1 I . I k. 1 1 �04 h. i a� 1 pa4 o O I 01 w run) SEPTIC N Y m o 0 0 e 0 o o I 1 PUMP Q Soil Absorption System: < ° ( ° I o I I I i p ' ( 1 ,<., ° 1 ° 1 0 0� I I I ° 0� � 01 01 o� 0 I I o c1 01 I of ao`� I ICHAMBER r- TANKS , 99 N 0 to LeachingStem Used: Stone Trenches b T1f I I b G I 11 ( I I b I ail G G G G G 9 G G Y Design Percolation Rate: 2 rrrNinch 9 E I I z 3 l i � ; ► i � I �l I � l o � , � � I 4 � I � � i I f � � Soil Class. © oh o o� ob o� o� E-)e _ I o� o I ; I o� o� �� �o� °dt L 1 I SHEET TITLE In ko Long Term Acceptance Rate: 0.74 GPD/SF , K , r � � � � � � � � I b9 � �9 i � � �A � �� ( �� ' t�1 I � � t�t I I � F,t� IvALVE 1 Total Area Required: °� ° ° 1 I °- 1 ° ° ° �, ° ° o o ° o I IVAULT I o 1 Wastewater Details 4,070 GPD x 0.74 GPD/SF 5,500 SF 1 � I i { l �I 1 �,04 ! I 1 � I 11 [41 �� L -o 1 401. 1 11Sheet2 0 04 SCH 80 PVC � 1 � � 11 � I � �°� li �� { �°� , , �� , ► � � Il �o� ll � � l " LeachingArea Proposed: 1 , , I 1 1 i �° 1 1 �� I ( � FORCE MAIN SHEET NO 1 1 1 1 d I � i i ; �r , I d d- 1 d; - b �-.._. ! �.-.__ ° ry A(sidewall): (50 + 2 + 50 + 2 ) x 18: 3,744 SF J - LP _ ! U �_L ! ! _ L.� L_I L J _� !__ �� ___� L U L ��� �� _ _ J Sheet 15 of 17 O `° A(bottom): 50' x 2' x 18: 1,800 SF °------�. Total Area: 5,544 SF ��-MANIFOLD END 3/16" PERFORATIONS AT 4'-10" ON 4" SCH 80 PVC MANIFOLD SLOPED DATE : 12-13-2013 o INV=55.50 CENTER, ALTERNATING BETWEEN 5 AND ? BACK TO PUMP CHAMBER AT 0.5% Total Allowable Flow: 4,105 GPD 7 O'CLOCK POSITION ON PIPE (TYP) START OF MANIFOLD 30 0 30 60 CONCRETE THRUST Total Design Flow: 4,070 GPD BLOCK (SEE DETAIL) _. _ . ....._.__.. __. - INV= 4. NETWORK DETAIL SCALE IN FEET TRENCH PRESSURE DOSE SCALE : 30' (NOT TO SCALE) DRAWN/DESIGN BY: JKL CHECKED BY: UK o J O B N O: 2006-026-4 C A D D F I L E: 2006-026-4 WOM 0 N 0 PQ 24 a� BAmSE BAXTER NYE � � W1TM ENGINEERING & A FINISHED GRADE = ie ' A 48' INSIDE DIAMETER. TABLE OF OMENSKM 1- 2.ALL SECTIONS SHALL BE DESIGNED FOR S U R VE YI N G BENDS B C D E F BENDS B C D E F PIPE 4-#4 ENTIRE HEIGHT WHERE �- 48" DIA. MMIIOLE -i ,- H-20 L ADIN1G. 6' 111/4 8" 15' 12' 24 1r 6' 45' 8- 3(r 12- 24' 14' Y-BRANCH HEIGHT EXCEEDS 6'-0*. ALIMMATE 70P SLAB 3'CONCRETE SHALL BE COMPRESSIVE • (STEEL REINFORCED FOR H-20 LOADING) STRENGTH 4000 PSI TYPE CEMENT. WATER MAN 8' rii1V - � - . 12' 8' 5' . � . . 2' 4 Cpp�„y� MAN p� Registered Professional Engineers *✓ 6' 221/2• 22' 1T 8• W • 38 r • 36' .•, �,� • -•= FIISH INSTALLED AT 12' O.C: FOR THE FULL •....e :e CONC. ENCASEMENT ,2 1,1/4• • 30r . • 15' ,r 4W • 40' . 40' - '.= GRADE DEPTH OF THE SiRUCitI� and Land Surveyors 12 221/2' 35 25' 12' IIO• 60' ' 5r :.: NOT REQUIRED IF : : 8' 24' DIA 8' S.ALL EXTERIOR SURFACES SHALL BE GIVEN ' CLEAR DISTANCEFIENIDS Two COATS OF eITLIrllous WATER- BETWEEN 78 North Street - 3rd Floor `- E SEE PROOFING MA1ERIA1- Hyannis, Massachusetts 02601 ` BETWEEN PIPES IS -/ - •.ar•.._ _� • + _ GREATER THAN 18' CONCRETE 2' NOTE �.I••: } • ; - , OD :IF 2 MIN. 6.JOINT SEALANT BEiIIIFnN PRECAST SECTIONS INVERT OF I� B ,a C SHALL BE PREFORMED BUTYL RUBBER. SUPPORT PIPE ON SEWER PIPE _ Phone - (508) 771-7502 " CONCRETE BLOCK ': y �o � 7.STANDARD SEVER MANHOLE FRAME AND -WHIEN1 PLACING "� "• stuui Fax — (508) 771-7622 ENCASEMENT •. r�. •„: UNDMAIRBED K siEPS. SEE W AL AND aR STATE sPECFlCAT10Ns www.baxter-nye.com TO BE SOD ' W NOTE 4 r . TRENCH BOTTOM �AGAINST �„�(_ SECTION 1-1 INVERT TO BE SUCH THAT W S � 8.STANDARD SEVER MANHOLE FRAME AND UNDISTURBED EARTH HOUSE CONNECTION WILL HAVE V ' COVER SHALL BE SET IN FULL MORTAR BED. A OR SHEETING TF THE TABLE OF DMENSIONS A MIN. 2 X SLOPE. MORTAR (2 BRICK COURSES TYPICALLY. STAMP STAMP NOTE PIPE MUST 8E BRACED SHEETING IS TO H I J 7EES ADJUST TR) GRADE MATH CLAY BRICK MID VERTICALLY at HORIZONTALLY REMAIN IN PLACE Q i 5 BRICK COURSES MAXINIM) TO PREVENT FLOATATION 6'x 6'x W 1r 2r 24' 18' Irx Irk 6" Ir 24' 24' 1r 45 DEGREE BENDS Nis W 4s' DIA MANHOLE �N OF Mqs DURING PLACEMENT OF CONC. 8'x 85c Ir • 12'x Irx 8' - 24' 20 SEE NOTE 6 ���� TTHE CyG WATER MAIN 8'x 8'x 8' 24 Irx Irx 1r ' 3r ' 3(r �< �p MA W. s� r WATERTIGHT - 6 MIN. .. t� 10' MIN. + ,0' MIN. ",••: GASKET OR SLEEVE s � E I D v, f�~ ram; "f.' •! Z�` •r••..' "� a_ �.:*• l 2 y _ CMNNRGTF _ OIA f G 1r - �V� ssONAL E� ,. r' FIRST POUR TO HERE THEN -� ALLOW TO SET ONE DAY BEFORE RESUMING POUR. • •ems SEWER OPC� UNDISTURBED 6' MIN. �. � DEGREE r .�- .�� �� �.��• -.�s�-f� 24� MIN. Sol- SEC710N ZUR 2 2 CONSULTANT PLAN NOTES: 6' MIN. SADDLE CONNECTION. y 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, LAID FLAT AT ABRICK MATH BRICKS LAID STRETCHERS 3 SECTION A-A -. . - SEWER ' AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES)- '--UNDISTURBED EARTH SLOPE OF ,'/FOOT AND ON EDGE. NOS A MINIMUM 10' HORIZONTAL SEPARATION SHALL MAINTAINED BETWEEN WATER PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVESBRICK CHIP AND 1W AND SEWER LINES. WHERE WATER LINES CROSS SEWER LINES. THE SEWER LIE SHALL BE SECTION �VEL, A80CRRROOW MORTAR OR CEMENT • 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FlTtING. LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18 BELOW THE WATER LINE THE CONSULTANT SEWER LINE JOINTS SHALL BE LOCATED AS FAR AWAY FROM THE WATER LINE AS CHIMNEY MAL �� SueGRAOE � FILL MANHOLE COVER POSSIBLE. WHEN THE SEWER LINE CANNOT MEET THIS REQUIREMENT. THE SEWER LINE SHALL BE ENCASED IN 6' OF CONCRETE FOR 10' ON EITHER SIDE OF THE CROSSING OR OTHER MEANS ACCEPTABLE TO THE MUNICIPALITY. C- CONCFETE ENt% AT WATER CFi &M NT.s. c- COMM E THW BLOCK N.T.S. c- SEINER CIUEY Nr.S C- SAN W&=WM MAMa E(SO NTS �ETAAL_ PREPARED F O R "W G "mp� LLC C/o P.O. Box 4W OderVft MA 02&W 8 W t. J � 0 F- SCREENED EARTH � 4) U 0 co 4'-0'0 X 61, 7W Awma Gaya W 1. 0 0 00 00 0 Mlwo/ASIMC 478) 4000 P� 12 MIN o 0 0 0 a cc SURFACE TREATMENT o a O v (VARIES - SEE PLAN) 8 ° z 8 0 m 1Ile, �0 oc o DEPTH 0VARIES0 0 0 0 SECTIONAL P!' m O Job • co o Y-BRANCH a WARNING TAPE ORDINARY BORROW(M.1.01.0) S NOAPPUM FORCE °• o sLodft Manhole UNDISTURBED EARTH Cow in Pc� Bind F o cn V UTILITY o 'O 4 Q, UbWwed A►+so Co� 14608 or equal. 7 �AMM Q W - - ,:• pavedarea O 6j of ivy - '_�: =HAND TAMPED j • h4 ` r 0411AL BAC FILL 4'Min -L ® `s ® 1�4'AO it J o Uj do ' ': _ HAND TAMPED MUNCHING --NEW PIPE 6' � Q -COMPACTED $O� 610 DAB O BEDDING SCREENED d o COMPACTTD SIBGRADE/MUST BE AM. (ry�YP). m d A STABLE FOUDDATION. i O m UNSUITABLE FOLMDA71ONS MUST 45 ° 4 _ BE UNDERCUT AND REPLACE MATH Y-BRANCH (MmxAe.) Z a A SUITABLE BEDDING MATERIA.. 0 m 0 PY' Force Main Reduc ) Pp� Force May. SHEET TITLE Ln `n r COMPACT TO 85X MODI:ED PROCTOR (MIN.) IN 6' EFTS (MAX.) UNDISTRURBED SOT- ° • m « COMPACT TO ssx Woolf oD PROCTOR (MIN7 .) w 6' LIFTS (MAX.) 0 �owastewater Details Co ONLY I' UNDER PAVED. CONCRETE OR HARDSCAPED SURFACE . ao (AREAS Sue.ECT TO VONGN AR MO/dR PEDESTRIMI TIilIFF1C). 0 o x �I x N FINAL B/1dCF71 IN GENERAL EIABANICIa AREAS MUST 8E 0 0 o Dwip. cle COMPACTED Tn 85%MODIFIED PROCTOR (MIN.) IN 1r LIFTS (MAX) ° Sheet 3 3 **'FOR SANITARY SEWER MAILS. 6' BEDDING SHALL BE BACKFlLLFD ow�M-COMP NON-ANGULAR IN GRAVER SHEET NO Q PLAN s Sheet 16 0 17 S C- V A a.A A A A A1oRrI7 C- SERVICE CON NEC" N.TS. C- FOACE INIAN CLEAN-= N.Ts. D A T E : 12-13--2013 11a C7iETAiL_ r11,, [DETAIL_ 243 ' GETAIL_ 30 0 30 60 SCALE IN FEET o SCALE: 1"= 30' `S DRAWNIDESIGN BY: JKL CHECKED BY: MWE Co o JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 W.DMIG 0 i O - IG E V r.0 W-RUCTION N076D 81900 SM87131 E Br_>rArOL NORD LOCKABLE ACCESS COVER 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 1. ALL NEWLY INSTALLED FACILITIES INCLUDING SEWER COLLECTION SYSTEM, 1• MAIN CIRCUIT BREAKER SHALL BE 2 POLE, 240 VOLT, MOLDED CASE, BAXTER NYE TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS SHALL BE CLEANED OF ALL FOREIGN MATERIALS SUCH AS DIRT AND THERMAL-MAGNETIC, NEMA TYPE 1 ENCLOSURE. SAMPLE PORT AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING AND SHALL BE F"" "°" ' g '�• SCH 40 ENGINEERING & . REGULATIONS APPLICABLE. WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL 2. SURGE PROTECTION EQUIPMENT SHALL CONSIST OF A SURGE NON-SKID 91COAT r 4' 2' OF ALL FOREIGN MATERIALS. CAPACITOR, GENERAL ELECTRIC CO. CATALOG NO. 9L18BBB301, OR EQUAL, 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE AND A LIGHTNING ARRESTER, GENERAL ELECTRIC- CO., CATALOG NO. �'+ ; AUXILIARY VENT 4" MUSHROOM VENT WITH CARBON FILTER ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT 2. THE ENTIRE SEWER SYSTEM, INCLUDING PIPING, MANHOLES, AND PUMP 9L15ECC001, OR EQUAL SURGE PROTECTION EQUIPMENT SHALL BE SURVEY LNG z �:4 r C SCH 40 t1 ORENCO CF4 OR EQUAL - TO BE WRITTEN PRIOR APPROVAL BY THE ENGINEER. CHAMBER SHALL BE TESTED FOR LEAKAGE. SYSTEM MAY BE TESTED BY KNOCKOUT OR HUB MOUNTED ON THE MAIN CIRCUIT BREAKER ENCLOSURE. .. SUPPLIED BY THE CONTRACTOR 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILUNG, NOTIFY THE THE USE OF EITHER WATER OR LOW-PRESSURE AIR. 3. GROUND RODS SHALL BE COPPER=CLAD STEEL, -' INCH DIAL 10 FEET BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 3. SEWER PIPE SHALL BE SDR-35 PVC PIPE. A PRESSURE TEST OF ALL LONG. INSTALL VERTICALLY WITH THE TOP OF ROD 12 INCHES BELOW Registered Professional Engineers SEWER MAINS SHALL BE CONDUCTED BY THE CONTRACTOR AND WITNESSED FINISHED GRADE. and Land Surveyors 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 6" SDR 35 PVC UNLESS BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OTHERWISE NOTED HEREIN. PROVIDING A MINIMUM OF 48-HOURS ADVANCE NOTICE. 4. SERVICE CABINET SHALL BE NEMA TYPE 3R, FABRICATED FROM 0.125 INCH THICK ALUMINUM ALLOY TYPE 5052-H32, WITH ALL SEAMS 78 North Street - 3rd FloorF4 5. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 4. ALL SEWER PIPES SHALL BE TESTED FOR LEAKAGE BY THE USE OF CONTINUOUSLY WELDED AND GROUND SMOOTH, FRONT AND REAR DOORS, Hyannis, Massachusetts 02601 INSULATED FILTER 3 OF COVER. LOW-PRESSURE AIR. LOW PRESSURE AR SHALL BE INTRODUCED INTO THE NEOPRENE DOOR SEAL GASKETS, DOUBLE FLANGED DOOR OPENINGS, BACK 42 AR PRESSURE TO BACK EQUIPMENT PANELS INSTALLED ON MOUNTING CHANNELS AND 4 SEA_ LINE (WITH PNEUMATIC PLUGS) UNTIL THE INTERNAL >4 Phone - 508 771--7502 FINISHED GRADE 6. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER REACHES 4 psi GREATER THAN THE AVERAGE BACK PRESSURE OF ANY BLIND TAPPED LIFTING PADS. DOORS OHAU_ BE EQUIPPED WITH 3 POINT C DISPOSALS. GROUNDWATER THAT MAY BE OVER THE PIPE. ALLOW AT LEAST 2 MINUTES LATCHING MECHANISM HAVING NYLON ROLLERS AT THE TOP AND BOTTOM, Fax - (508) 771-7622 - 1-1/Y SCH 40 PVC FOR AR PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD (3.5 STAINLESS STEEL PADLOCKING HANDLES, STAINLESS STEEL HINGE PINS AND www,baXter-n COm RECYCLE LINE WELDED ALUMINUM OR STAINLESS STEEL HINGE ATTACHMENTS. CABINET ye. -�' 7. cAunQd,,, THE CONTRACTOR SHALL CONTACT DIG SAFE (AT psi MINIMUM PRESSURE IN THE PIPE), THE PORTION OF PIPE TESTED SHALL FINISH SHALL BE DARK GREEN POLYESTER POWDER COATING APPLIED INSIDE " 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE ALL EXISTING BE ACCEPTABLE IF THE TIME REQUIRED IN MINUTES FOR THE PRESSURE TO 2'-0" MIN UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE DECREASE FROM 3.5 psi TO 3 psi IS NOT LESS THAN 1.9 TIMES THE AND OUTSIDE AFTER FABRICATION. EQUIPMENT PANELS SHALL BE FINISHED CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY LENGTH OF PIPE BEING TESTED. IN WHITE ENAMEL PROVIDE CABINET OF SIZE REQUIRED TO ACCOMMODATE STAMP STAMP EQUIPMENT ACTUALLY FURNISHED. INSTALL THE CONTROL PANELS AND ZN OF Mq AND VERTICALLY OF ALL EXISTING UTILITIES BEFORE THE START OF ANY 3• � TELEMETRY EQUIPMENT IN ONE SIDE OF THE CABINET AND ALL OTHER �`�• sqo 6" SCH 40 PVC WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A CLEAR EQUIPMENT IN THE OTHER SIDE. o`' MATTH W �G AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN WATER TEST ON THE PRESSURE DISTRIBUTION SYSTEM AT NO ADDITIONAL W FILET COUPLI�lG HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR COST TO THE OWNER. o 6' SCH 40 PVC 5. RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT, 2 POLE, 3 WIRE, ED Y m . r 7 7 1/ " aI� COUPLING ITSANY ANREPRESENTATIVE.D THE CONTRACTOR MIGHT AGREES CA IO FULLY RESPONSIBLE GROUNDING TYPE WITH TOTALLY ENCLOSED MOLDED BROWN BODY, BINDING FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 431 SCREW TERMINALS GROUNDING SCREW TERMINAL, PHOSPHOR BRONZE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION Maim S19M NORTH CONTACTS AND CAP RETENTION CUPS, RECEPTACLES SHALL BE INDUSTRIAL r Eat \ate INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL SPECIFICATION GRADE AND MEET FEDERAL SPECIFICATION W-C-598-C. s ENS' NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY 1. BIOCLERE UNIT MUST BE INSTALLED ON A CONTRACTOR SUPPLIED COVERPLATE SHALL BE WEATHERPROOF WITH SPRING COVER. NOTES: CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, CONCRETE MOUNTING PAD. THE PAD SHOULD BE INSTATED ON 12 INCHES 7 7/8' 1. VENT MAY BE RUN UP THE SIDE OF BUILDING. TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED OF CRUSHED STONE. SEE DETAIL FOR PRECAST MOUNTING PAD HEREIN. 6. CONDUIT WALL SEALS SHALL BE 0-Z/GEDNEY, TYPE CSM, OR EQUAL 5-8 3/4" W-6 5/r " INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL " CONSULTANT 2. FINISHED GRADE MAY BE BETWEEN 18 ABOVE RECYCLE LINE PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 2. THE RECYCLE LINE IS A 1.5 DIAMETER (OR AS OTHERWISE NOTED WITHIN 7. PROVIDE ALL WIRING IN PVC CONDUIT, EXCEPT PROVIDE WIRING IN RIGID AND 14" BELOW TOP OF UNIT. THE PLANS) PVC COUPLING ORIGINATING OVER THE BIOCLERE INLET. STEEL CONDUIT WITHIN 6 FEET OF UNDERGROUND WALL PENETRATIONS. SUMP 8. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. PVC CONDUIT SHALL BE SCH 40 IN CONFORMANCE WITH NEMA TC-2 AND FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY 3. INLET AND OUTLET ON THE BIOCLERE UNIT(S) ARE 6" DIAMETER PVC UL 651. RIGID STEEL CONDUIT SHALL BE HOT-DIPPED GALVANIZED INSIDE COMPANY. COUPLINGS LOCATED 180 DEGREES APART. ANY CHANGES IN DIRECTION AND OUTSIDE WITH AN ADDITIONAL FACTORY APPLIED SEALING FINISH INSIDE BETWEEN TANKS SHOULD BE MADE WITH PIPE COUPLINGS. AND OUTSIDE. •� .: ..:� '•� 9. PUMP CHAMBER AND SEPTIC TANK SHALL BE WATER TESTED ONCE THE 10' •'�' PREP CONCRETE INSTALLATION HAS BEEN COMPLETED AND ALLOWED TO SET OVERNIGHT. 4. A 4" DIAMETER PVC VENT MUST BE INSTATED AFTER EACH BIOCLERE. 8. PROVIDE TYPE XHHW WIRE FOR POWER CIRCUITS. PROVIDE TYPE CONSULTANT is Do MOUNTING PAD WATER TESTING SHALL BE PERFORMED WITH THE REQUIREMENTS OF ASTM THWN, 14 AWG, 19 STRAND WITH FOR CONTROL CIRCUITS. • • -• (SEE NOTE 2) C-1227.9.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING WATER, 5. VOLUME OF CONCRETE TO BE POURED AROUND THE BASE OF THE r 1' 6 CRUSHED SONS FILLING TANKS, AND PUMPING DRY AFTER TESTING IS COMPLETED. BIOCLERE MUST BE SPECIFIED BY THE CONTRACTOR AS APPROVED BY THE 9. BATTERY UNIT SHALL BE 120 VOLT INPUT, 12 VOLT DC OUTPUT, MANUFACTURER/DISTRIBUTOR IF THE UNIT(S) IS INSTALLED IN GROUNDWATER WITHOUT LIGHTNING HEADS. CONNECT TO BRANCH CIRCUIT 7 VIA A ____9 OT_ Sol (SEE APPROPRIATE CLARIFIER DISPLACEMENT CURVE). FOR A BIOCLERE NORMALLY-CLOSED ALARM CONTACT IN EACH CONTROL PANEL MODEL 24 SERIES AND 30 SERIES, THE CONCRETE MUST EXTEND 4 FEET BIOCLERE 24/30 WITHor%n GALLON CLARIFIER AND 5 FEET ABOVE THE OP OF THE MOUNTING PAD RESPECTIVELY. IF THE 10. ALARM STROBE SHALL BE 12-VOLT DC. HEAVY DUTY WITH RED PREPARED FOR HIGH GROUNDWATER TABLE WILL EXTEND ABOVE THE FLANGE, PLEASE NOTIFY POLYCARBONATE GLOBE. CONNECT TO THE OUTPUT OF THE BATTERY UNIT. AQUAPOINT PRIOR TO MANUFACTURING THE UNIT(S). (NOT TO SCALE) 11, THE AUTOMATIC TRANSFER SWITCH SHALL BE OF THE CURRENT AND KM G. �C+ N M 6. PROVIDE 4 FEET OF BACKFILL (MINIMUM) ABOVE THE RECYCLE LINE VOLTAGE RATINGS INDICATED, CAPABLE OF SWITCHING ALL CLASSES OF LOAD �I � z z z z n off -1-1-IN - - N N N OUTLET ON THE BIOCLERE. BACKFILL TO GRADE MUST BE CLEAN SAND OR AND SHALL BE RATED FOR CONTINUOUS DUTY IN CONFORMANCE WITH PEASTONE. APPLICABLE REQUIREMENTS OF UNDERWRITERS' LABORATORIES, INC. C/o P.O. BOX r , 7. WASTEWATER IS PUMPED INTO THE PRIMARY TANK IT IS CRITICAL TO CORP., SOW P, EQUAL BE E FOLLOWING ADDITIONAL FEATURES SHALL AUTOMATIC SWITCH CO.. INC., KOHLER CO., BE OderVNe, MA 02&W JBOX I PROVIDE A REDUCED FLOW RATE TO PREVENT SHORT-CIRCUITING. SEE INCLUDED: ON 1 AQUAPOINT APPLICABLE PUMP DETAILS AND EQUALIZATION PACKAGE HEREON. A. ALL PHASE RELAY PROTECTION WITH VOLTAGE SENSING RELAYS ON = z I TANK I BOTH SOURCES AND FREQUENCY SENSING ON THE STANDBY SOURCE. ills8. CONTRACTOR IS TO SUPPLY ALL CONCRETE STRUCTURES AND PERFORM B. LOAD TRANSFER TO ALTERNATE SOURCE ON DROP TO 80 PERCENT L -J INSTALLATION. OF ANY PHASE NORMAL VOLTAGE. RETRANSFER OF LOAD TO NORMAL TO REMOTE SOURCE WHEN VOLTAGE OF ALL PHASES ARE RESTORED TO 90-95% OF 9. PROVIDE A DEDICATED 30 AMP, 115 V/60 HZ SINGLE PHASE FEED TO NORMAL ND1m em°AM SPOMM ALARM BIOCLERE UNIT. ELECTRICAL WORK PER CODE AND MANUFACTURER'S C. TRANSFER TO ALTERNATE SOURCE WHEN ALTERNATE SOURCE VOLTAGE i •ems z s;cum�WE MM T TI I (�O�) REQUIREMENT'S. AND FREQUENCY ARE 90% OF RATED. 3 EYES:(4k IX WMEM K-BAR MW N RACE AS SHOW INCOMING D. ADJUSTABLE NORMAL Ir HIMM EYRIAILY SPA, I ( TIME DELAY, 0 TO 2 MIN. ON TRANSFER FROM ! PAD T9 BE SUM"AID 96FAU D W OONOWI BR POWER � "A °TRASFER TO SOURCE NORMAL., ENGINE-GENERATOR TO RUN FOR g e� 1 15 VOLT I M' I DOSING PUMPS ADJUSTABLE TIME PERIOD OF 0 TO 5 MIN. BEFORE SHUTDOWN. F. TEST SWITCH FOR TEST OPERATION OF TRANSFER SWITCH AND EINGINE-GENERATOR. 1 PH I I 1 /3 HP G. TWO PILOT LIGHTS TO INDICATE ALL 3 PHASES OF NORMAL SOURCE 60 H Z M I 1 20V AV H. PILOT LIGHT TO INDICATE ALL 3 PHASES OF NORMAL SOURCE + 30 AMP I RECYCLE PUMPS AVAILABLE.AUXILIARYCONTACTS 4 _r HIGH CO CTS AS FOLLOWS: --I- 1. ONE OPEN ON ALTERNATE SOURCE. FLOAT 1 /2 HP 2. ONE CLOSED ON ALTERNATE SOURCE L 120V J. AUTOMATIC GENERATING PLANT EXERCISER WITH LOAD/NO-LOAD. K. NEMA TYPE 1 ENCLOSURE WITH TEST SWITCH AND PILOT LIGHTS DOOR MOUNTED. BIOCLERE MOUNTING PAD DETAIL BIOCLERE EXTERNAL WIRING DIAGRAM 12. THE EINGINE-GENERATOR SET SHALL BE STANDBY SITE RATED AS INDICATED AND SHALL CONFORM TO NEMA MG 1. THE SET SHALL INCLUDE tU 22 A WEATHERPROOF HOUSING, 10 AMPERE, FLOAT TYPE BATTERY CHARGER, ENGINE BLOCK HEATER TO PROVIDE COLD-WEATHER STARTING, NFPA 110, LEVEL 1 CONTROL PANEL, MANUFACTURER RECOMMENDED BATTERIES AND ••.. EQUIPMENT AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE SYSTEM. ENGINE-GENERATOR SET SHALL BE MANUFACTURED BY KOHLER CO.. ONAN w C CORP., OR EQUAL -j Qd O 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND F ..J cc PAYING FOR THE INSTALLATION OF A REMOTE HARM MONITORING UNIT SUPPLIED BY INTERCITY HARM (800 872-9823). THE PAYMENT SHALL 5 INCLUDE THE FIRST YEAR MONITORING FEES. w L -� 6 7 1 1 12 20 26 THE PUMP CONTROL PANEL SHALL CONSIST OF: 1-HAND/OFF/AUTO p SWITCH FOR EACH PUMP 2-PUMP RUN TIME METERS 3-PUMP START It METERS 4-AUTOMATIC ALTERNATE START 5-HIGH WATER ALARM 6-LOW 0- 8 WATER HARM 7-PUMP SEA_ AND FAIL 8-HIGH TEMPERATURE FAIL THE PANEL SHALL BE NEMA TYPE 3R WITH STEEL HINGE AND A 3-POINT PW SCH L � Mom 3 e LATCHING MECHANISM AND STAINLESS STEEL HANDLE z BIOCLERE UNITS) Z 1.SLaaE WE BAa(10 SB'1C TALK CIO 1M No Lw PANTS. DOSING DOSING RECYCLE i USE pT>1110 O&Y POWER ON PUMP 1 PUMP 2 PUMPca NET - - - IT All 2T I TAM v Am AR GR Asa y �$ 21 G G G G , 1 12Ir _ Im 1 FLOYD BELL WORN xc-09-2o1s `" v -i 1 EATON RECYCLE TOGGLE 7563K5 Q w 24 5 9 1 ABB 20 AMP CIRCUIT BREAKERS S201 K20A N o 25 3 ENM ELAPSED TIME METER OPTIONAL T51 D2 MW BE �4 - 1 1 10 24 1 71MEMARK ALTERNATOR 261 D120 srJl PC WE TAW w�iL N OFF M N OFF M N OFF M 27 �./ �- 23 1 IDEC PUSHBUTTON SWITCH SILENCE ABW71 o i w To BE USID ON ( 22 1 N. AMERICAN SIGNAL ALARM BEACON MIP-ACR120V Red Y TYPICAL PNLW(SUM)TAN( NM TANK 1C 1 2C 3C fffm 1 gq m � N Q tS `� � 21 4 101 GREEN LIGHTS 10252QA5 �, o Y 17 1 ~ 20 2 ABB 10 AMP CIRCUIT BREAKERS S201K10A T 1 19 2 ABB 3 AMP CIRCUIT BREAKER S201 KSA OFF L------------� 18 3 EATON TOGGLE SWITCH PUMPS ALARM 7503K13 ' m PI W E190YI MAU D 17 1 POTTER&BRUMFIELD MAIN CIRCUIT BREAKER W31 MI GW 0 it r 1 16 3 ENTRELEC GROUND TERMINALS 16511316 Q a NYTRT WTANM TO TANK BOT1oY) 15 23 ENTRELEC 11RMIN4I.S 11511607 z Q ,� SHEET TITLE (wK 19 sr 14 2 ENTRELEC TERMINALS W, N 11511811 o AN FXIBlSKSi YAY BE N�Q1�) N 2 m 12 5 IDEC CURRENT RELAYS RH2BU'LAC120 • LLTERMINAL STRIP I,"astewater Details Co HALFo� I 25 JF I 11 5 IDEC 2 POLE RELAY SOCKETS SH2P-05 ETM ETM ETM I 13 s i IDEC nREMLAmY SOCKIT s PIN SR2PP sheet 4 3 12 as am Sim 18 ALARM I OPTIONAL OPTIONAL OPTIONAL 14 15 8 3 IDEC 1 POLE RELAYS RHl BUAC120 .:�.• ._�.• •.�_. TEST OFF ON o PM � 16 3 IDEC 1 POLE RELAY SOCKET SH1B-O5 SHEET NO N BIOCLERE RECYCLE LINE TO PRIMARY TANK DETAILS a . s 3 IDEC zET TIMERS, SRECYCLE KETT 11 P�iN SR3P-05 Sheet 17 of 17 9 4 3 AEG CONTACTORS LSO7.10A0 C3 o NOT TO SCALE 23 3 1 MCKINSTRY 42 108 OPERATOR PANEL 42 108 N 2 1 ROBROY 18 X 16 BACKPANEL BP1816AL D A T E : 12-13-2013 0 a 1 1 ROBROY 18 X 16 ENCLOSURE J1816HPL 30 0 30 60 _v NO. QTY UFACTURE DESCRIPTION PART NO. SCALE IN FEET BIOCLERE CONTROL PAN EL D ETAI LIS SCALE : 1"- 30' to $ - DRAWN/DESIGN BY: JKL CHECKED BY: AF#E N JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 WWJM c 0