Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0280 LONG BEACH ROAD - Health
L®i O BEACH ROAD t k e0erville (file# P) _ < -` 1 95 - 026 Owrford, NO. 1521/3 ORA ;:�' 10% ? OF _.r AARNSMB REC.. :By V T*QW of Barnstable SCHED, DATE: I� ti'. --y � oa d of Health 200 i Iaut Street,Hyarinls MA. 02,6.01 Offine SD8=362 46114` Wa�mei+ htrller.irtiD_. X. 503=7.9a6304. : 36ntchis a%iayanagi Paull.CiiMif D 1 D VARUNCE 4ftUtST kbkN LOCATION Property Address. ZSb ( ,otkti 13'c�elt R�_C�"�kcr��l�c Assessor's flap acid Parcel.Number: Size oftiot }Veflands Within3`0-0 Ft. Yes ✓ Business Nariie' .Na Subdivision Naiie. ` APPLICAN.PS I -rLyIE . C wit S P `22,a_.�; Phone• the.,owner of tYie property authorize yoga to represent:hiin.or.her.? I'es> G No PItOPER44TY:O NER'S A� CONTACT:P.ERSON. �c�s�-�� Name:; Gtr 4Fb+cw �rQ t7 L (3aticku �e • address � - Phone:. � Phone: VARII NCE FRO�.I:RE`GULrIITOi`I(f*Reg,' REASO\r FOR VriRlrtiNCE;(Iviay'attach�fmor :spage eeded):: ,. :TURE QF S3'ORK_ House Additioii::0 Hotise.Renayatiorl :0: Repair of"t:ailed Sep hc S ystem Checkllst:(io be completed by o re staff person eexrunig'i�rniarice-zequesf:appticatiorr)' _.... . . Please submrf copies'tn 4."separate;cor;'rpleted:sets: Eonr(4)copies of lhe:compkkd:., is rice request form - Four(4}copies of zngneered p[a_n submitted(e g septic s}stem;plans)' Completed,seven(7)page chec},list confirnnn_g review of engmeered sepfics}stem plan b}sufimimiig;engineer cj'regtstereiianitaiian. Four(4).copies of labeied dimensional IIoorplans sgbinitted(e'� pause plans or restaurant kitchen plans)' Signed letter stating that. e'propert}owner authorized you to reprasen[him/ber for this reque§i ApphcanF:understands:that thz atiutters;must be notified by eerf fied mail.at leas#tea days prior to meeYingdate'ai applicant,'s.expense :(for Tifle V'andlor local sewage.regulation:varimices only}, Full menu stibnutted(forgrease trap vanarice requests only.); Yanance:fequest.apgiication fee;coilected,(no fee,fq{,lifeguard modification iene�ials greasertiap variance rene�val3[saine:o.�vnei/lessee:onl�];... outside dmingvariance-rene«als:[same:osvner/le�gee:only) and:variances:to repair tarred sewage disposa[,systems_["only ifraoe�pansion°to liuilding:proposedl). Variance requestspKmitted at{Ieastl5'days.pnorto;meenng date; Vit:RIA-tGE;APP.ROVED �l?a7 ne aliller Cfiairman NOT APPROVED Jumdii St agi:: :REASON DRDISAPP.ROVAL; Paul J C` D IGD: : C :\psers.\clecoil.ik\AppData\Ioc.al\Mir=osofk\W ndovrs\-Temporary Internet. FYLes\Content Outlook`BAJ4P9B.7\VARSREQ LQC Nitrogen_Noading Projeeta280ongtieachiRoaa uCenten%ille xDeBdiBYo s NITROGEN LOADING CALCULATIONS USING THE ADAVANTEX SYSTEM: PROPOSED LOT DEVELOPMENT CONDITION . Type of usage: Resiiienbal _ . Lot size: # 090; sf Impervious Surfaces: Roof Area: sf Paving Area: sf Natural Area: (equals Lot Area-Impervious Areas) 5,333 sf Lawn Area: (estimated) paw, DQ 00 sf ' Title V Flow: Type of use R'esic]'entiii GPD � 226 Flow igpd Location: Bamstatle Recharge concentration for: Barnstable = 1i&in/hr (Per Cape Cod.Commission TB 91-001 Table 1) WASTEWATER: Title 5 Flow: 220 gpd 3.785 Ugal 832.70 Uday Recharge 19 mg/L Wastewater Concentration .15,821.3 mg/day Loading -i IMPERVIOUS SURFACES Roof: 1,311 Roof area(sf) 40 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(ift/12 in x 28.32 Ucf x 1 yr/365 days) 339.08 Uday Recharge 0.75 Recharge concentration-Roof runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 254.3 mg/day Loading Paving: 446 Paving area(sf) 40.00 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1ft/12 in x 28.32 Uft2 x 1 yr/365 days) 115.35 Uday Recharge 1.50 Recharge concentration-Road runoff,mg/I (Per Cape Cod Commission TB-91-001 Table 1) 25OOso€ 'Loading Reduction for SWM Treatment Through Vegetated Areas (Cape Cod Commission Policy) 1.125 `Recharge concentration-Road runoff,mg/I(with 25%Credit Reduction) 129.8 mg/day Loading LAWN 3,000 Lawn area(sf) 0.003 Fertilizer concentration(3 Lbs/1000 sf of lawn) (Per Cape Cod Commission TB 91-001 Table 1) 1,243.84 Conversion factor(1 yr/365 days x 454,000 mg/lb) 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-001 Table 1) 2,798.6 mg/day Loading NATURAL 5,333 Natural area(so 1.50 Recharge for natural area(f lyr) (Per Cape Cod Commission TB 91-001 Table 1) 0.0776 Conversion factor(28.32 liter/cf x 1 yr/365 days) 620.67 Uday Recharge SUMMARY Title V Total Loading= 19,004.01 mg/day Title V Total Recharge= 1,907.80 Uday Tile V Nitrogen Loading Concentration 9 9li ppm 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 RENEWAL OF CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 .Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue Sutherlin, OR 97479 Trade name of technology and model: Advantex Wastewater Treatment System Models A/X20 and AX100 (hereinafter the "System" or `the Technology')..Schematic drawings of a typicat- System, installation manual, Owner's Manual, O&M manual and the technology inspection checklist are part of this Approval. Transmittal Number: X250888 Date of Issuance: t July 2, 2012, revised August 30, 2012 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection(hereinafter "the Department") hereby issues this Certification for General Use to: Orenco Systems, Inc., 814 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subject to compliance by the Company, Designer, Installer, Service Contractor(or `Operator'), 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. G� August 30, 2012 David Ferris,Director Date Wastewater Management Program Bureau of Resource Protection n 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 i Orenco Advantex Wastewater Treatment System Page 2 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 I. Purpose 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the other applicable permits or approvals that may be required by Title 5, this Approval authorizes the installation and use of the Alternative System in Massachusetts. All the provisions of Title 5, including the General Conditions for all 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. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority or by the Department if Department approval is required by 310 CMR 15.000. This Certification does not allow the use of the System on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. 4. The System is approved for use at facilities with a maximum design flow less than 10,000 gallons per day (GPD). II. Design Standards Advantex Technology Description 1. The System is installed between the building sewer and the soil absorption system (SAS) designed and constructed in accordance with 310 CMR 15.100 - 15.279, subject to the provisions of this Certification. System is a multi-pass, packed bed aerobic wastewater treatment system designed to treat residential strength wastewater from facilities with a design flow of less than 10,000 gpd. The System is comprised of a pre-assembled, UV- protected fiberglass reinforced plastic-FRP module that contains a textile media, installed on top of a two compartment Processing Tank with a minimum capacity of 1500 gallons. The Filter Module are equipped with UV protected, removable FRP composite lids and contain one inch of insulation on the underside of the lid. The first compartment of the processing Tank receives and separates the raw sewage into three zones: a scum zone, a sludge zone and a clear zone. A flow through-part in the tank baffle wall allows effluent from the clear zone to the second compartment of the tank. A Biotube Pump Package installed in the second compartment of the Processing Tank pumps effluent to a pressure distribution manifold located on top of the textile media in the filter module. The effluent is applied at a preset recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be recalibrated if flows vary significantly from projected flows. Filtrate from the System textile filter modules flows through a conveyance pipe/under drain to a flow splitting valve, discharging in part or totally back to the Processing Tank or for final disposal of treated effluent to a pump chamber for pressure distribution or to a distribution box for gravity discharge to the SAS. Orenco Advantex Wastewater Treatment System Page 3 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 During extended periods of low flow, all of the treated effluent is returned to the Processing Tank or external pump chamber or distribution box. 2. The Biotube Pump Package controls shall be equipped with high water level override and high water alarm set three inches higher than the high water setting. The alarm and t control circuits shall each be connected to an independent power source run from the main power source of the facility. The Biotube Pump Package shall be designed to allow all pipelines to drain back to the Processing Tank. The Package shall be equipped with a removable filter cartridge that is equivalent to a Department approved septic tank effluent tee filter. 3. The AdvanTex AX20 treatment system uses a two-compartment processing tank containing the Advantex insert for residential designs of six bedrooms (or 660 GPD) or less. A separate septic tank preceding the AX-20 processing tank is not required if the design is for six bedrooms or less. The processing tank, which has a recirculating pump in the second compartment, must be sized and designed according to Orenco's design criteria.CAlso please note other Title 5 septic tank requirements, such as 310 CMR 15.224 for inlet and outlet tees ("an inverted t -shaped pipe"), are not * plicable to the processing tank component of the Advantex AX20 treatment systems The Advantex AX-20 processing tank, as an Innovative/Alternative system component, must conform to Orenco's (the `Company' or the `manufacturer') design criteria and installation requirements. 4. Systems designed for residential facilities in excess of six bedrooms, and any design using AX 100 units,.shall require the installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226, sized a minimum of 2.2 times the facility design flow and located prior to the System's filter module. These Systems shall also include a separate processing or recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons in accordance with the Company's design criteria. Single or multiple System units can be used in combination to serve various sized or multiple facilities. 5. The System is typically equipped with a Vericomm control panel (CP) or equal which is attached to an Internet web based interface that provides continuous remote monitoring, maintenance information, management and control of each individual system. The CP provides the contracted operation and maintenance (O&M) provider with information to manage incoming alarms 24 hours per day through automatic notification, preestablished alarm protocol, an online list of all active alarms, online diagnostic data and online input and review of alarm responses. The CP also provides for site management through editable online information, an online tabular display of all operating data and shall provide standard and custom reports. The CP unit transmits report information to the O&M provider and the manufacturer of the System. The System is monitored using AdvanTexdealer.com, a web based program used to track' and update site information, manage contact information, generate and print reports and audit checklists. Orenco Advantex Wastewater Treatment System Page 4 of 14 Renewal of Certification for General Use I L3`�° July 2, 2012, revised 813012012 e s I c Design Re cluirements Prior to approval by the local approving authority the Company or its designated representative sh�1.1 review-each each design for appropriatess and suitability (as required by Section V. 12. - 7. The Approval shall only apply to model units with the same model designations specified in this Approval and meet the same specifications, operating requirements, and plans, as provided by the Company at the time of the application'. Any proposed modifications of the units shall be subject to the review of the Department for coverage under the Approval. 8. Any System structures with exterior piping connections located within 12 inches or below the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 9. In compliance with 310 CMR 15.217, 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 inspectio�®r monitoring for ponding. The pipe shall be capped with a screw type cap and acce �o_with' three inches of finish grade. 10. For new construction or increases in flow, the Alternative System may only be installed to serve facilities provided that: a) a site evaluation, in compliance with 310 CMR 15.100 through 15.107, has been approved by the Approving Authority; b) the Designer shows on the plans: i) an existing conforming conventional system on-site that is sized for the t proposed design flow and is approved with a separate reserve area in accordance with 310 CMR 15.000; or ,ii) a primary area for a conventional system that could be built on-site with a separate reserve area in accordance with the design standards for new construction of 310 CMR 15.100 through 15.255; and c) the Approving Authority approves the reserve area for a conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. To upgrade or replace an existing failed or nonconforming system, an Alternative System may be installed provided that the site meets the requirements for new construction or increases in flow, as specified in Section 11.10 (a., b. & c.) above. To upgrade or replace an existing failed or nonconforming system where a conventional system with a reserve could not be feasibly built on-site, an Alternative System may not be installed under this General Use Certification, but may be approvable under the requirements of the Remedial Use Approval for this Technology. Orenco Advantex Wastewater Treatment System Page 5 of 14 Renewal of Certification for General Use f July 2, 2012, revised 813012012 11. New Construction less than 2000 gpd: For residential Systems less than 2,000 GPD, serving new construction or increases in flow and sited in soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be reduced up to 50 percent r from the effective leaching area required when using the loading rates for gravity stems of 310 CMR 15.242(1)(a), provided that: ),91I) no variance is granted for a reduction in depth to groundwater; 7b) no variance is ranted for a reduced depth of pervious material; and g p 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.govldep/water/laws/ olicies.htm#tSguid. (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.) r12. For new construction or increases in flow, when the Alternative System is installedwith a reduction in the required effective leaching, the installation shall not disturb the�, site in any manner that would preclude the future installation of a conventional full- sized primary area while preserving the approved full-sized reserve area, both designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. 13. New Construction 2,000 gpd to less than 10,000 gpd and all non-residential facilities: ' No reduction in SAS field size is allowed under this approval. 14. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System 15. For any System that does not flow by gravity to the SAS: a) 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 or system l freeze up; w b) emergency storage capacity for wastewater above the working level equal to the I, �J daily design flow of the System shall be provided; and c) the emergency storage capacity shall include an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. �4 Orenco Advantex Wastewater Treatment System Page 6 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 16. The control panel including alarms shall be mounted in a location accessible to the Service Contractor of the System. . I f III. General Conditions r 1. Except those provisions that specifically have been varied by the Approval, the provisions of 310 CMR 15.000 apply to the design, installation, and use of the Alternative System, including but not limited to, the requirements for other applicable permits or approvals of 310 CMR 15.000. With the other applicable permits or approvals that may be required by 310 CMR 15.000, this Approval authorizes the use and installation of the Alternative System in Massachusetts. 2. 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. a) 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 b) 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 310 CMR 15.354, unless a later time is allowed in writing by the Department. 3. Design and installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. 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 310 CMR 15.021(3), certifications in writing to the local approving authority that the System has been constructed in compliance with the terms of the Approval. 1 4. Upon submission of an application for a DSCP, thd-Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the 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 System Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; 1 1 Orenco Advantex Wastewater Treatment System Page 7 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; ' v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. 5. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the Approving Aut -r_ity. and the System Owner that (s)he is a locally approved System Installer and as received appropriate traimng y t e Company. 6. Inspection and operation and maintenance (O & M) of the Alternative System, as required by the Approval, shall be performed by a Service Contractor who must be a Massachusetts certified operator, minimum Grade Level 2. 7. The System Owner and the System Operator (or `Service Contractor') shall properly operate and maintain the System in accordance with the Company's operation and maintenance (O&M) requirements. 8. Inspection, O&M, sampling and field testing of the System required by the Approval shall be performed by a Service Contractor who has been trained by the Company, met the Company training qualifications, and whose name appears on the Company's current list of qualified Service Contractors. 9. By September 30t" of each year, the Service Contractor shall also be responsible for submitting to the Company copies of all O&M reports and inspection checklists completed during the previous 12 months. 10. Upon determining that the System has failed, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 11. Upon determining that the System has failed, as defined in 310 CMR 15.303, the Service Contractor shall be responsible for the notification of the local approving authority within 24 hours of such determination. 12. In the case of a System failure, the System Owner and Service Contractor shall be responsible for the written notification of the local approving authority within five days describing the type of system failure and any corrective measures taken or proposed. All Orenco Advantex Wastewater Treatment System Page 8 of 14 Renewal of Certification for General Use July 2; 2012, revised 813012012 emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353. Any repairs or upgrades requiring a Disposal System Construction Permit shall be performed by an individual with a currently valid Disposal System Installers Permit, in accordance with 310 CMR 15.019. 13. In the case of a system failure, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with the Company specifications, or violations of the Approval, the Service Contractor shall provide written notification to the Company within five days describing corrective measures taken. 14. Any Alternative' System for which a complete DSCP application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with this Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of an Alternative System installed under the Approval for the Technology; or b) the Department, the local approval authority, or a court requires the Alternative System to be modified or removed or requires discharges to the System to cease. IV. Conditions Applicable to the System Owner 1. This 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 this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise 2. For Systems where the effective leaching area has been reduced, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would preclude the future installation of a conventional full-sized primary area while preserving the approved full-sized reserve area, both designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. 3. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid Disposal System Construction Permit("DSCP") issued by the local approving authority which covers the proposed work. 4. Operation and Maintenance agreement: a) Throughout its life,the System shall be under an O&M agreement thDthanone E requirements of Section IV(4)(b). No O&M agreement shall be for le year. f i r Orenco Advantex Wastewater Treatment System Page 9 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 b) Prior to commencement of construction of the System,the System Owner shall provide to the local approving authority a copy of a signed Omste&M Agreement which: ' Provides for the contracting of a person or firm trained by the Company as provided in Section V (7) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements M` specified by the Company and the Designer and with any specified by the Department; ii) Contains procedures for notification to the local approving authority within five days of knowledge of a System failure, malfunction or alarm event and for corrective measures to be taken immediately; and iii) Provides the name of the Service Contractor, which must be a Massachusetts certified operator minimum Grade Level 2 that will operate and monitor the System, as required by 257 CMR 2.00 r iv) An Alternative System serving a single family home shall require the Service Contractor to inspect, field test and maintain the System at least annually in accordance with the Department's inspection and monitoring policy referenced below and anytime there is an alarm event, except two times per year for a single family home served by a System with a reduced SAS. All other Systems (not covered by the policy) with design flows less than 2,000 gpd shall be monitored at least two times per year and anytime there is an alarm event. All Systems with design flow of 2,000 gpd or greater shall be monitored quarterly and anytime there is an alarm event. v) A copy of the Department's policy Inspection and Sampling in Title 5 EA Single Family Home Remedial and General Use Treatment Systems with Design Flows less than 2000 gpd is available on the internet at http://www.mass.gov/dep/ water/laws/policies.htm#t5pols . 5. BODS TSS and H - The effluent discharge concentrations from the Biological p g g 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. i Orenco Advantex Wastewater Treatment System Page 10 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 Monitoring Requirements 6. Systems shall comply with the.following monitoring requirements and criteria. a 1 �� Parameter Type Sample Location Criteria `? pH Grab effluent of treatment unit,prior to SAS 6 to 9 turbidity measure effluent of treatment unit,prior to the SAS <40 NTU dissolved effluent of treatment unit,prior to the >2 mg/1 oxygen measure SAS — Immediate area on top of and around Breakout=System Breakout observation SAS failure See Section IV(8) Footnote: 1 Determinations of pH,turbidity, and dissolved oxygen shall be made in accordance with the Department's Field Testing Protocol. Exceedances of Criteria 7. If field testing indicates exceedances of the criteria for pH, turbidity, or dissolved oxygen, the Service Contractor shall perform any maintenance, repairs, or adjustments, as deemed appropriate, and shall take a sample for laboratory analyses. If the laboratory analysis results indicate violations of the secondary treatment standards, effluent BOD > 30 mg/L or effluent TSS> 30 mg/L, the Service Contractor shall perform a follow-up inspection within 60 days of the original inspection and perform additional field testing. If the laboratory analysis results indicate violations of the secondary treatment standards, effluent BOD > 30 mg/L or effluent TSS> 30 mg/L, the Service Contractor shall perform a follow-up inspection within 60 days of the original inspection and perform additional field testing. If the additional field testing indicates exceedances of the criteria for pH, turbidity, or dissolved oxygen, the Service Contractor shall perform any maintenance, repairs, or adjustments, as deemed appropriate, and shall take another sample for laboratory analyses. If the second laboratory analysis results indicate violations of the secondary treatment standards, the Service Contractor shall submit a report to the System Owner and the Approving Authority within 120 days of the follow-up inspection. The report shall include field testing results, laboratory analyses, inspection checklists, and the report shall detail steps taken to bring the system into compliance and proposed recommendations for further action. Orenco Advantex Wastewater Treatment System Page 11 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 8. Violations of the BOD5, TSS, or pH in the System effluent shall not constitute a failure of the System for the purposes of written notification reporting as required in provisions applicable to all alternative systems. Breakout constitutes a failure of the System. If breakout occurs, the Service Contractor and System Owner shall comply with the notification provisions of section III (items 10, 11 and 12). 9. The System Owner shall at all times have the System properly operated and maintained in accordance with this Certification, the Designer's operation and maintenance requirements and the Company's approved procedures. The System Owner shall notify the local approving authority, in writing, within seven days of a change in the Service Contractor. 10. 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. 11. By March 1 st of each year,the System Owner and the Service Contractor shall be responsible for submitting to the local approving authority all monitoring results, O&M reports, a MassDEP O&M checklist, and the Company's technology inspection checklist, completed by the Service Contractor for each inspection performed during the previous calendar year. System inspection checklists are available on the internet at htte://www.mass.gov/dep/water/wastewater/iatechs.htm#general. 12. 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, all monitoring results, violations of the Approval, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 13. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(l0), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department (the form can be obtained at http://www.mass.gov/dep/water/laws/policies.htm#t5guid). 14. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). 6' 4 Orenco Advantex Wastewater Treatment System Page 12 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 V. Conditions Applicable to the Company 1 1. This 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 this Approval by any of the foregoing F persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 2. Copies shall be maintained by the Company of all Service Contractor records submitted to the Company, including but not limited to O&M Reports, monitoring results, inspection checklists, and written notifications. 3. 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 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. 4. 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 by 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. 5. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed a Orenco Advantex Wastewater Treatment System Page 13 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 owner containing a specific date of transfer of ownership, responsibility, coverage and s liability between them. i 6. Company shall maintain and update as necessary the following: minimum installation requirements; an operating manual, an owners manual including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 7. The Company shall make available, in printed and electronic format, the referenced procedures and protocol in Section V. 6 above, to owners, operators, designers and installers of the System. 8. The Company shall institute a program of training and continuing education for Service Contractors. Training shall be provided at least annually. If the Company requires trained Designers and Installers, the Company shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company shall maintain, annually update, and make available by February 15th of each year, lists of Service Contractors and, if training is required, Designers and Installers. The Company shall certify that the Service Contractors and, if training is required, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs III(13) and IV(11). The Company shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 9. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 10. The Company shall include copies of this Certification and the procedures described in Section V(6) with each System that is sold. In any contract executed by the Company for distribution or resale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of this Certification and the procedures described in Section V(6). 11. The Company shall provide notification of changes to the Approval within 60 days of issuance by the Department to all System Owners with existing systems utilizing the Technology, to all Service Contractors servicing existing installations,of the Technology, ' and to all distributors and resellers of the Technology 12. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or any System over 3000 gpd to ensure that the proposed use of the System is consistent with the unit's capabilities. F,d f Orenco Advantex Wastewater Treatment System Page 14 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 VI. Reporting f All notices and documents required to.be submitted to the Department by this Certification shall be submitted to: Director Watershed Permitting Program y Department of Environmental Protection µ; One Winter Street- 6th floor is Boston, Massachusetts 02108 VII. Rights of the Department F, 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 rights to take any enforcement F 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. f 3 Excerpt from Board of Health Meeting Results on 9/18/12 A. Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner— 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet parcel, requesting multiple variances. CONTINUED TO OCTOBER 9, 2012. Mr. Eddy spoke of the calculations he ran to demonstrate that if the property was a full lot with an allowed Title V system, the calculations show the output as 13+ ppm. This system with the singular and using 2 bedroom is calculated at 9.96 ppm. Matt explained that they had done a well monitor at the property across the street (# 283) by the same owner,.years earlier and the results are on file. He also mentioned the Centerville River dredging project had a mean high water mark below 2 feet. Mr. Eddy used a high water mark of 2 feet was extra protection. Dr. Miller would like to see what the calculations would be on a Recirculating Sand Filter (RSF) system. The Board voted to Continue to the October 9, 2012 meeting. i L - Q r Message Page 1 of 8 L�\ ,y Stanton, David ' *-,_Ftom: Matthew Eddy [meddy@baxter-nye.com] Sent: Thursday, March 28, 2013 6:11 PM I To: Stanton, David; McKean, Thomas ' Cc: Crocker, Sharon i Subject: RE: 280 Long Beach Road update 3/18/13 Hi Dave, The pressure distribution guidelines allow for up to 5/8" diameter perforation as I'm sure you know. The Orenco pumps can accommodate it's just a matter of pump selection and recommendations. I've revised the perforation sizing to 3/16" inch to allow for easier review by you. The pump curve information has been modified to reflect this. I've changed the"Add On"friction loss to 4 ft. to avoid the caution message in the software. This is only a caution statement and not an error. Typical pump design adds 5 ft of head loss to accommodate for minor losses in simple systems. A range of 3 to 5 ft for such a simple system as this is fine. The Orenco pump selected can operate across a wide range of TDH and any of the head loss assumptions are fine for this system. The pump will operate properly and adequately. The only thing that has changed on the attached plans is the pump curve sheet and perforation size. I will be submitting the four plan copies and all other information for your review for the BOH hearing scheduled on 4/9/13. This provides more than the 10 days before the hearing for review as required. Thanks again, Matt Matthew Eddy, P.E. Managing Partner 13AXTI R NYE ENOI:N I E RIN G & Si1RW'.YIN G •78 North Street.-3rd Floor •Hyannis, MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www,baxter-nye.com y Please consider the environment before printing this e-mail From: Stanton, David [mai Ito:David.Sta nton@town.ba rnsta ble.ma.us] Sent: Monday, March 25, 2013 3:44 PM To: Matthew Eddy; McKean,Thomas - Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road update 3/18/13 Hi Matt, I've started reviewing the revised plans and they look better. One issue I am having is the pump design on page C3.0 again. I am using the pump select software by Orenco, which is what it appears you used in this design. I keep trying to enter the values you have provided and the program keeps kicking it back that there are issues. I assume that might be why the values are penned in on the plan? Also, the Orenco design software only allows a value of up to 1/4" orifice sizing, whereas you are proposing a 3/8" orifice. I'm not sure which is easier for you, to change the orifice sizing to something compatible with the Orenco pump select software, or if you want to stick with the 3/8" orifice and provide the necessary calculations provided in the"Title 5 Pressure Distribution Design Guidance" policy# BRP/DWM[WpeP/G02-2. One of the kickback notices from Orenco is 1. Caution: The"Add-on"friction head loss is greater than 40% of the total dynamic head (TDH). Check the input value" I'm not sure if this is in part due to the orifice size difference or if it is something else which might not be correct? Thanks, Dave -----Original Message----- - From: Matthew Eddy [mailto:meddy@baxter-nye.com] 4/1/2013 Message Page 2 of 8 Sent: Saturday, March 23, 2013 6:16 PM To: Stanton, David; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road update 3/18/13 { Hi Dave, Attached please find the final revised plans addressing your latest comments made through 3/18/13. I, Attached is: 1. C3.0 Septic Plan 2. C4.0 Detail Sheet 3. Exh 2.0—which is the Conventional Septic system layout Exh. 2.0 replaces Exh 1.0 so there is no need to review Exh 1.0 as it's no longer part of the submittal. I had prepared Exh. 2.0 to address Tom's concern of the SAS reserve going under the house which was shown in Exh. 1.0. We will drop off one hard copy directly to you for your review Monday morning. We will submit the 4 plan copies and other documentation for the Board on 3/29/13 which is more than 10 days before the next hearing on 4/9/12. If you have any final comments in the interim please let me know. Thanks again, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING-78 North Street-3rdFloor •Hyannis,MA02601 Ph: 508-771-7502 x17 - Fax: 508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com From: Stanton, David [mai Ito:David.Stanton@town.barnstable.ma.us] Sent: Monday, March 18, 2013 9:34 AM To: Matthew Eddy; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road update 3/18/13 Good morning Matt, I have further reviewed the plans for 280 Long Beach. As you know, Dr. Miller came up with a proposed timeline at the last hearing. That proposed timeline will not work as he has it going back to a staff meeting on April 3rd. If there were any additional staff comments at that time, it would be too late again for the Board of Health hearing as it would be less then 10 days before the hearing. My suggestion is that you go through and make any changes necessary from my comments. Once you have made the changes, print out one set of plans and submit them to me. I will take a look at them. I will also leave them on the inspectors table for the other inspectors to view when they have time. The sooner you can get the revised plans to us, the sooner the other inspectors can review them. Once the other inspectors are done reviewing them, I will let you know. If they are all set, then you can proceed to submit four copies of the plans (one for Tom and 3 for the Board members.) If there are any other changes suggested by the other inspectors, you will have time to resubmit the corrected plans. In addition to the notes below, here are some additional notes for the latest set of plans we have received. Note that with Exh 2.0, 1 did not have a hard copy of the plans, so it was a little more difficult for me to review them on the computer screen, so once we receive the print, there is a chance there may have been missed items: 1. Exh1.0 + 2.0: The pump chambers on plot plans are still of the smaller design (2' diameter shown vs. 4' diameter proposed) 2. Exh 2.0 retaining wall on plot plan references detail spec#929, but has#920 for the wall on the plans 4/1/2013 Message Page 3 of 8 < 3. Exh 2.0 General note 10 says 5' provided, but appears to be about 9' provided. 4. Exh 2.0 the top diagram says effective depth of 1.25', but other locations show using an + effective depth of 1.30' One other note, which does not change your design, as it appears impossible due to site constraints, the reserve area proposed does not comply with the Boards unwritten policy of 75' setback for new construction to wetlands. That is not an issue for the inspectors to decide, but rather for the Board members in making their final decision. As I stated earlier, the sooner you can get the changes on the plans and printed out and submitted to me, the sooner I can review them and leave for the other inspectors to review. I don't know how long it will take the other inspectors to review them, but I will get back to you with some time before the 10 day deadline if there are any further issues that need to be resolved. Obviously everyone may not get time to review the plans, and we will not hold that against you if that is the case (Tom will be out for a few days, and I don't know the other inspectors schedules) We have to do it this special way as the staff meeting is less then 10 days before the hearing and it would be too late. Thanks, Dave -----Original Message----- From: Stanton, David Sent: Tuesday, March 12, 2013 9:17 AM To: 'Matthew Eddy'; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Good morning Matt, According to the Town Code, the revised plans were submitted too late for today's hearing. Here is the Town Code reference: § 385-4. Hearing postponement for untimely submission of plan revisions. [Amended 2-19-20081 Any applicant who submits revisions to plans, required under § 385-3 above, less than ten days prior to the scheduled Board meeting shall be required by the Health Department to postpone the variance hearing to a later date. Also, I have not had the time to fully review the revised plans yet. I did come across a few issues that will need to be revised or straightened out before the next hearing. The sooner you can get these revisions in, the sooner we can review the plans so that hopefully we will have a good set of plans to go before the Board at the next Public Hearing. 1. Page c3.0 and exh1.0: The retaining wall detail numbers on the plot plan don't match up with the retaining wall details on the plan. I assume that the detail numbers on the plot plan were left over with the previous retaining wall design specs. 2. Page 2 of the 7 page checklist was not filled out for the materials specifications noted. 3. Page exh1.0 does not list variances 4. Page exh1.0 under General notes#10 says 5' provided, but with our scale, it appears to be about 9' provided 5. Page c3.0 pump curve specs, under parameters it says orifice spacing = 2.5', but on 4/1/2013 Message Page 4 of 8 spec detail#211 it says 4.5' and 3.75' 6. Page c3.0 pump curve specs, under parameters it says under orifice size 1/8", but on spec detail#211 it says 3/8" 7. Page c3.0 pump curve specs, under parameters it says number of orifices per zone says 14, but on spec detail#211 it says 4 per lateral (8 total) 8. Please add a solid line showing the 75' setback to the wetland on the North West side of the lot(just like the one you did for the North East. As you know, sometimes the printed plans are slightly off on scale and so when a scale is used it shows it slightly off, so on our print out, it appears just slightly under 75') 9. On the attachment letter for the ground water adjustment using an abutting property, please create a new letter stating that you are using the abutting lots previous monitoring well for this design and attach the already approved letter dated March 15th 2010 to the new letter. (The cross out of 283 and adding 280 above it to the other lots letter makes it appear that the well was done on 280 because the letter says"An observation well was set on this property...") 10. Need to include the pump chamber variance (septic component< 100'to wetlands) 11. 1 have just started reviewing the new retaining wall and just a note (which you may already be aware of) that it appears the footing of the wall will be in high groundwater(I don't know if that will change the design or not or just have them install at low tide?) As we previously discussed, change the IAA approval number to the General use. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy(ftaxter-nye.com] Sent: Friday, March 08, 2013 1:46 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Tom, As an additional backup alternative I created this second exhibit plan for the Conventional System EXH 2.0. 1 created this in response to your comment about Brian Dudley approving the SAS reserve under the house since it is on pilings (see my prior reference to Brian's email). This plan keeps the reserve out from under the house which is on pilings and also out from under the steps and sidewalk. I simply made minor tweaks to the length, width and height of the SAS for both the Primary and Reserve Areas. While I still stand by EXH1.0 as originally submitted, I created this second alternative to help alleviate your concern over this issue. Thank you, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYH I:iNGINEERING & SIJRVI:iYING •78 North Street-3rdFloor -Hyannis, MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail 4/1/2013 Message Page 5 of 8 From: Stanton, David [ma ilto:David.Stanton @town.barnstable.ma.us] Sent: Thursday, March 07, 2013 7:30 AM To: Matthew Eddy; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Thanks Matt, I will take a look at them when I get a minute. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Wednesday, March 06, 2013 6:38 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road: 1. Revised Septic Plans— Sheets C1.0, C3.0, C4.0 dated 3/5/2013. 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber Calculations dated 3/5/2013. 1 will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/Finer. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to review with you and Sharon exactly what you want resubmitted. 4/1/2013 Message Page 6 of 8 Thanks for your help. Matt 0 Matthew Eddy, P.E. Managing Partner I 1 BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 email:meddy@baxter-nye.com •www.baxter- nve.com Please consider the environment before printing this e-mail From: Stanton, David [mai Ito:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 11:45 AM To: Matthew Eddy i Subject: RE: 280 Long Beach Road Hi Matt, Thank you. You don't have to have Kim drop them off, the electronic copy is fine and like you said it is not relevant for the Board of Health. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Thursday, February 28, 2013 11:29 AM To: Stanton, David Subject: RE: 280 Long Beach Road Hi Dave, As requested to help assist you I've attached a pdf of sheet C2.0 for you. I will have Kim drop off a copy to you. Please note this plan is for Zoning information and is not part of my application to the BOH. Everything relevant to the BOH application is shown on sheets C1.0, C3.0 and C4.0. I will address the comments we reviewed yesterday and shoot to have it to you by end of day tomorrow. I appreciate your help and if there's anything else or questions just let me know. Thanks again, Matt f Matthew Eddy, P.E. Managing Partner k k BAXTER NYEENGINEERING &. St)RVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com www.baxter-nve.com Please consider the environment before printing this e-mail From: Stanton, David 4/1/2013 i Message Page 7 of 8 • fmai Ito:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 9:33 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, was going through the full set of plans this morning that you had given me at the end of the meeting. It is missing page C2.0. "layout and dimension plan" according to the index sheet. If you could please drop that off here for me at some point to review would be great. Thanks again for the meeting yesterday, it helped clarify some of the issues. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddvC&baxter-nve.com] Sent: Wednesday, February 27, 2013 12:50 PM To: McKean, Thomas Cc: Stanton, David Subject: RE: 280 Long Beach Road I'll plan on seeing you and Dave at 3:30. Thanks Matt From: McKean, Thomas [mailto:Thomas.McKeanCa>town.barnstable.ma.us] Sent: Wednesday, February 27, 2013 11:20 AM To: Matthew Eddy Cc: Stanton, David Subject: RE: 280 Long Beach Road Good Morning, Matthew- I have it on my schedule and David Stanton has it on his schedule also. You are assuming that there are minor comments. I haven't made such an assumption. David has been preparing a list of problems and issues. He informed me that he doesn't know if he will have a complete list ready for you before 3:30 p.m. There are multiple pages (i.e two plans plus several DEP approval letters, etc) for him to review. Tom -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter- nye.com] Sent: Wednesday, February 27, 2013 9:53 AM To: McKean,Thomas Subject: 280 Long Beach Road Hi Tom, 4/1/2013 Message Page 8 of 8 4 Just confirming we're on for 3:30 this afternoon. I just want to make sure we're all on the same page and if there are any minor comments to address we get them taken care of. Please confirm and I'll see you this afternoon. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING &. Sl.J R V EY IN U •78 North Street-3rd Floor •Hyannis,MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email: meddy@baxter-nye.com •www.baxter-nve.com APlease consider the environment before printing this e- mail 4/1/2013 'H TRANSMITTAL BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: March 29,2013 TO: Sharon Crocker Total No.Pages: Barnstable Health Department BN Job No.: 2012-010 200 Main Street Subject: 280 Long Beach Road Hyannis,MA 02601 Centerville,MA Phone: BOH Variance Application-Additional Information cc: We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ❑ First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings Reports/Calculations E Other DATE COPIES NO. PAGES DESCRIPTION 3/28/13 4 1 Letter to BOH—Monitoring Well 3/28/13 4 7 Barnstable Checklist(1/A System) 3/5/13 4 7 Barnstable Checklist(Conventional System—Exhibit) 3/22/13 4 5 System Calculations 4 28 Advantex O&M Manual 4 5 Homeowners Manual—Onsite Wastewater Collection&Treatment Systems 4 8 O&M Service Contract for Advantex AX20-sample 3/28/13 4 4 Plan Sheets C1.0,C3.0,C4.0,EXH 2.0 (24x36) These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ❑Returned For Corrections ❑'For Review And Comment ® For Approval ❑As Required Remarks: Attached please find the final revisions and additional information submitted in support of the Variance Application for the above noted project. Please contact me with any questions or comments as necessary. Thank you. Matthew W. Eddy, P.E. Managing Partner MWE/kb 0:\2012\2012-010\ADMIN\TRANSMITTALS\2012-010 T6 SC Plan Set 3-7-13.pdf.doc Note: This transmittal contains privileged information.Please contactahe sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. ( ti ter Town of Barnstable Barnstable � °rv Board of Health Ce j 4►RNSTABLE, MAes 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi April 17, 2013 Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE 280 Long Beach Road;; Centerville A: ..185 026. Dear Mr. Eddy, You are granted multiple conditional variances on behalf of your client, Joyce Angelo, to construct an onsite sewage disposal system incorporating innovative/alternative technology (Advantex Wastewater Treatment System) at 280 Long Beach Road, Centerville, Massachusetts. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 75 feet away from a bordering vegetated wetland or watercourse, in lieu of the minimum 1,00 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 55 feet away from a bordering vegetated wetland or watercourse, in lieu of the minimum 100 feet separation distance required.. Section 360-1 of the Town of Barnstable Code: To install the Advatex filter 65 feet away from a bordering vegetated wetland or watercourse, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the pump chamber 75 feet away from a bordering vegetated wetland or watercourse, in lieu of the minimum 100 feet separation distance required Q:EddyAngelo280LongBeachRoadvariances2Ol3.doc Section 360-1 of the Town of Barnstable Code: To install or design the future reserve area 61.9 feet away from a bordering vegetated wetland or watercourse, in lieu of the minimum 100 feet separation distance required. Section 360-18 of the Town of Barnstable Code: To install a soil absorption system in an area where there is less than four feet (vertically measured depth) of naturally occurring soil, requiring approximately two feet of fill to be brought-in in order to install the system five feet above the high groundwater table. Section 310 CMR 15.211 of the State Environmental Code: To install a soil absorption system six (6) feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. Section 310 CMR 15.211 of the State Environmental Code: To install a septic tank nine (9) feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. Section 310 CMR 15.211 of the State Environmental Code: To install a future reserve area for the soil absorption system six (6) feet away from the property line, in lieu-of the ten (10) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than one (1) bedroom is authorized at this property. Dens, study rooms, .offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to one bedroom maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The Company (Orenco Systems, Inc.) shall strictly adhere to all twelve (12) conditions contained within the Renewal of Certification for General .Use approval letter from the Department of Environmental Protection (DEP) dated July 2, 2012, revised August 30, 2012. (4) The System Owner shall strictly adhere to all fourteen (14) conditions contained within the Renewal of Certification for General Use approval letter from the Department of Environmental Protection (DEP) dated July Q:\EddyAngelo280LongBeachRoadvariances2Ol3.doc 2, 2012, .revised August 30, 2012. These conditions include requirements for operation, maintenance, and monitoring of the system. (5) The wastewater effluent shall be monitored quarterly during the first two years- of operation for BOD5, TSS, pH, and TN. The testing may be ti reduced to annually thereafter provided it meets the conditions contained within the Orenco Advantex Wastewater Treatment System approval letter from the Department of Environmental Protection (DEP) entitled `Renewal of Certification for General Use' dated July 2, 2012, revised August 30, 2012. (6) The septic system shall be installed in strict accordance with the revised engineered plans dated March 28, 2013. (7) The designing registered sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised engineering plans dated March 28, 2013. This property is surrounded by three bedroom and multiple bedroom homes. The engineer designed this septic system to be located in an area to attempt to maximize setbacks to wetlands, incorporating innovative/alternative technology. The property is restricted to one bedroom maximum. It is the opinion of the majority of the Board members that the installation of this one-bedroom system will not significantly alter the quality of the contaminated groundwater in this area. Sincer ly yours, W ne M'�I' r, M.D. - Chairmar Q:\EddyAngelo280LongBeachRoadvariances2Ol3.doc 1 � DATE: //Z FEE: F�s��� 1� �'1 1 \ REC. BY Town of Barnstable SCHED. DATE: lv Board of Health -� 200 Main Street, Hyannis MA 02601 - Office: 508-862 4644 �% Wayne A.Miller,M.D,J r FAX: 508-862-4644 Junichi Sawayanagi Paul J'Canniff„D.M.D. VARIANCE REQUEST FORM LOCATION f Property Address: ZAO I..oKS 13c4c1t 2� Cer�tr��9d,� Assessor's Map and Parcel Number: l E S/62 Cr Size of Lot: '7 Cb 3 8 S rn Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: C r« P Ma a c Phone Did the owner of the property authorize you to represent him or her?. Yes _ �" No PROPERTY OWNER'S NAME CONTACT PERSON Name: (f r ci a P. 2.e'1-a c Name: 6MG4 k w 9j!&j P ld (3a�c nt Address: $ Vac,k%- Pkc¢T i°o�QraZ""o Address: 78 1.'ori ��,ta•ldeas Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) CaR C3 0 1:r 9 NATURE OF WORK: House Addition ❑ House Renovation 12 Repair of Failed Septic System.,[ "w Checklist (to be completed by office staff-person receiving variance request application) Y Please submit copies in 4 separate completed sets. ; _ f' Four(4)copies of the completed variance request form ' _ Four(4)copies of engineered plan submitted(e.g.septic system plans) 7, ="Y _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the'abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request.application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman. NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC Town of Barnstable �pF tHE Tp�� Board of Health * lAHNSTABLE, * t Hyannis MA 02601 Main Street MASS. 200 Y i619. prfD MA'S A Agreement to Extend Time Limit for Acting Upon a Variance Request n In the Matter of a variance request form received the Petitioner(s), �� U ZcJ regarding the property at the petitioner(s)and the Board of Health agre hat the Board of Health has until �aZO)j (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement,the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature.•,il Signature: Chairman i s Pe'io r' Representative Print: Wayne Miller, M.D. Print: Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc Dfficial Website of The Town of Barnstable - Property Lookup Page l of 2 Y ..,. ..... .... Select Language Assessing Division Property Lookup Results - 2012 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< C Print Friendly Owner Information-Map/Block/Lot:185/026/-Use Code:1060 -................. — -- .....__ .. _... -- _........ .. Owner Owner Name as of 111/12 ANGELO,JOYCE Map/Block/Lot GIS MAPS 28 WAYSIDE INN RD 185/026/ FRAMINGHAM,MA,01701 Property Address Co-Owner Name 280 LONG BEACH ROAD Village:Centerville Town Sewer At Address:No i i Assessed Values 2012-Map/Block/Lot:185/0261 Use Code:1060 -------------- _. .. --------. .----- --- ._. .. 2012 Appraised Value 2012 Assessed Value Past Comparisons Building Value: $0 $0 Year Total Assessed Value Extra Features: $0 $0 2011-$230,500 Outbuildings: $171,600 $171,600 2010-$239,300 .Land Value: $54.500 $54,500 2009-$461,600 2008-$463,100 2007-$463,100 2012 Totals. $226,100 $226,100 2006-$505,200 ........ ...... __...... Tax Information 2012-Map/Block/Lot:185/026/-Use Code:1060 Taxes C.O.M.M.FD Tax(Residential) $323.32 Fiscal Year 2012 TAX RATES HERE Community Preservation Act Tax $57.11 Town Tax(Residential) $1,903.76 $2,284.19 Sales History-Map/Block/Lot: 185/0261-Use Code:1060 History. i Owner: Sale Date Book/Page: Sale Price: ANGELO,JOYCE 9/15/1994 9389/165 $942000 SPENLINHAUER,STEPHEN P& 2/15/1981 3235/152 $215000 ....-.......... ..... .. .. Photos 185/026/-Use Code 1060 There are not any photos for this parcel _ .. ... .......—- ----............... ....... — -- Sketches-Map/Block/Lot: 185/026/-Use Code. 1060 A sketch is not available for this parcel. i AsBuilt Card N/A i._......... ........... ................. __.__ .............. -.............. _... ..........._.. .-..-. ................. Constructions Details-Map/Block/Lot: 185/026/-Use Code:1060 j Land USE CODE 1060 Lot Size(Acres) 0.17 Appraised Value $54,500 Assessed Value $54,500 Construction details are not available for this parcel. -._ . ....... _..._ -...._._._. - -...- -... Outbuildings&Extra Features-Map/Block/Lot:185/026/-Use Code:1060 Code Description Units/SQ ftAppraised Value Assessed Value DKHD Dock-Heavy 1 $171,600 $171,600 ---- - -- - . ........ ._....- ..... — Sketch Legend Property Sketch Legend B2N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area TQS Three Quarters Story(Finished) (Finished) BRN Bam GAR Garage UAT Attic Area(Unfinished) http://172.16.1.50/Assessing/propertydisplayscreenl2.asp?ap=0&searchparcel=185026&s..• 12/10/2012 t s Official Website of The Town of Barnstable - Property Lookup Page 2 of 2 CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) i CLIP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ, Three Quarters Story (Unfinished) I FCP Carport KEN Kennel UUA Unfinished Utility Attic i iFEP Enclosed Porch MZ1 Mezzanine,Unfinished UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio i i Print Friendly Contact Director of Assessing 'Jeffrey Rudziak t P 508-862-4022 'F 508-862-4722 !8:30a.m.to 4:30p.m. i ........._. .,.____ ............... Helpful Links to Downloads Abatements Department of Revenue Exemptions Parcel Consolidation Questions about values Town Tax Rates-FY12 Town Land Use Codes Helpful Maps All Town Maps Flood Insurance Maps Property Maps 'Contact Director of Assessing IJeffrey Rudziak �P 508-862-4022 �F 508-862-4722 18:30a.m.to 4:30p.m. Related Boards i Board of Assessors Owned and Operated by The Town of Barnstable-Information Technology Home Departments&Services I Boards&Committees I Residents&Visitors I Doing Business I Town Calendar I Phone Directory Employment I Email Town Hall http://172.16.1.50/Assessing/propertydisplayscreen l 2.asp?ap=0&searchparcel=185026&s... 12/10/2012 I I I I I, i r a I x 1 li ! .�N� ' •� ty � t -y ra�'� {` � `��_� ., M iy.������ '� �'w !•' �r w� ', t hex � "'PK`�'f i� � � �•4i i,�:� � �� p�;' Y��� yea �3!'� �� �4 i.,�y�.,*k ' � � ;� � y v � .•`` -20 Lone "3 A'CH Kpr Nitrogen Loading Calculations Job# 2012-010 Client: Craig P.Zajac Date: 10/2/2012 Project: 280 Long beach Road,Centerville,MA Designed By:I MWE LOADING CALCULATIONS WITH THE USE OF A RECIRCULATING SAND FILTER(RSF) PROPOSED LOT DEVELOPMENT CONDITION Type of usage: Residential —� Lot size: I ,7,090 sf Impervious Surfaces: Roof Area: 1,311.00 sf Paving Area: 446.00 sf Natural Area: (equals Lot Area-Impervious Areas) 5,333 sf Lawn Area: (estimated) 3,000.00 sf Title V Flow: Type of use Residential GPD 220 Flow 220 gpd Location: Barnstable Recharge concentration for: Barnstable 18 in/hr (Per Cape Cod Commission TB 91-001 Table 1) WASTEWATER: Title 5 Flow: 220 gpd 3.785 Ugal 832.70 Uday Recharge 25 mg/L Wastewater Concentration through a RSF 20,817.5 mg/day Loading IMPERVIOUS SURFACES Roof: 1,311 Roof area.(so 40 Recharge off of impervious surfaces in/yr 0.0065 Conversion to Liters per day(11`1112 in x 28.32 Ucf x 1 yr/365 days) 339.08 Uday Recharge 0.75 Recharge concentration-Roof runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 254.3 mg/day Loading Paving: 446 Paving area(so 40.00 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1ftt12 in x 28.32 Ufe x 1 yr/365 days) 115.35 L/day Recharge 1.50 Recharge concentration-Road runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 25.00% 'Loading Reduction for SW M Treatment Through Vegetated Areas (Cape Cod Commission Policy) 1.125 'Recharge concentration-Road runoff,mg/I(with 25%Credit Reduction) 129.8 mg/day Loading LAWN 3,000 Lawn area(so 0.003 Fertilizer concentration(3 Lbs/1000 sf of lawn) (Per Cape Cod Commission TB 91-001 Table 1) 1,243.84 Conversion factor(1 yr/365 days x 454,000 mg I lb) 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-001 Table 1) 2,798.6 mg/day Loading NATURAL 5,333 Natural area(so 1.50 Recharge for natural area(ft/yr) (Per Cape Cod Commission TB 91-001 Table 1) 0.0776 Conversion factor(28.32 liter/cf x 1 yr/365 days) 620.67 Uday Recharge SUMMARY Title V Total Loading= 24,000.21 mg/day Title V Total Recharge= 1,907.80 Uday Tile V Nitrogen Loading Concentration 12.58 ppm EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS—9/18/12: A. Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner— 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet parcel, requesting multiple variances. CONTINUED TO OCTOBER 9, 2012. Mr. Eddy presented calculations demonstrating that if the property was a full lot, with the allowable Title V system, the output would be at 13+ ppm. Using the Singular I/A, this system designed as a 2 bedroom has an output of 9.96 ppm. Matt stated that 10 years earlier, they had a well monitor at the property across the street (# 283), also owned by Ms. Angelo, and the results are on file. He also mentioned the Centerville River dredging project had a mean high water mark below 2 feet. Mr. Eddy used a high water mark of 2 feet was extra protection. Dr. Miller said his other concern is with the Centerville River and possibly adding to its bacteria count. Dr. Miller would like to see what the calculations would be on a Recirculating Sand Filter (RSF) system. The Board voted to Continue to the October 9, 2012 meeting. August 29,2012 Town of Barnstable Geographic Information System 205001 185011 #234 #729 195028 #244 185027 ..�" #264 /� 205032 #239 186026fall •'' .. *290 185025, 16S029 ® #292 9249 185024CNI �S ? .. #306 16509 185031 #26 F (` 195032 185023 iM. �269 #312 KO UO C 186033 #283 195034 #293 1185036#0 •� r 196036 #309 _ 0 42 Feet " DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:165 Parcel:026 _Board of Health Selected Parcel boundary daterminatbh or regutatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located .; 1'=1W may not meet established map accuracy standards. The parcel lines on this map Abutters a' are only graphIc representations of Assessors tax parcels.They are not true properly aCrOSS the Street. boundaries and do not represent accurate relationships to physical features on the map Buffersuch as building locations. AbuttaReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): 1185026/ Direct abutters(no set distance)and the properties located across the street. Total Count: 4 Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip PATERNOSTER, SOUTH 185025 MICHAEL A JR& 48 CHATHAM HILL GLASTONBURY, 15375/049 LAURIE A CT 06073 185026 1 9389/165 185027 GROSSMAN, SUE-NAN TRUST 49 APPLE VALLEY SHARON, MA C138205 BARBARAI TR DRIVE 02067 185033 ANGELO,JOYCE ' 28 WAYSIDE INN FRAMINGHAM, g389/165 RD MA 01701 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/29/2012. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 8/29/2012 1 �Ndro en LoadI;CalculaUons� �Jo6#2U12 0,1Q �CkenY CraiWR xZaj'acgmm-'- to 8130120;1'3wa - 3 Des�"ned8. g-MWr��0, � ?royed��280#Long_6eachzRoad;�Gentemlle;�1{AA��'�,�p ,,��_-6 � 9�_.. Y t �__ �,,,� z . � !. LOADING CALCULATIONS: l PROPOSED LOT DEVELOPMENT CONDITION Type of usage: ResiiientiaL :y � :=u Lot size: sf Impervious Surfaces: Roof Area: ? a 311F00 sf Paving Area: 6 sf Natural Area: (equals Lot Area-Impervious Areas) 5,333 sf Lawn Area: (estimated) INE3,0Q0 0Q'sf Title V Flow: Type of use Residential ri GPDr 22D Flow u220!gpd Location: Ba"rn`s"table Recharge concentration for. Barnstable 1?8 in/hr (Per Cape Cod Commission TB 91-001 Table 1) WASTEWATER: Title 5 Flow: 220 gpd 3.785 Ugal 832.70 Uday Recharge 19 mg/L Wastewater Concentration 15,821.3 mg/day Loading IMPERVIOUS SURFACES Roof: 1,311 Roof area(sf) 40 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1ft/12 in x 28.32 Ucf x 1 yr/365 days) 339.08 Uday Recharge 0.75 Recharge concentration-Roof runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) 254.3 mg/day Loading Paving: 446 Paving area(sf) 40.00 Recharge off of impervious surfaces-in/yr 0.0065 Conversion to Liters per day(1ft/12 in x 28.32 Uftz x 1 yr/365 days) 115.35 Uday Recharge 1.50 Recharge concentration-Road runoff,mg/I (Per Cape Cod Commission TB 91-001 Table 1) =25Q'm6 `Loading Reduction for SWM Treatment Through Vegetated Areas (Cape Cod Commission Policy) 1.125, `Recharge concentration-Road runoff,mg/I(with 25%Credit Reduction) 129.8 mg/day Loading LAWN 3,000 Lawn area(sf) 0.003 fertilizer concentration(3 Lbs/1000 sf of lawn) (Per Cape Cod Commission TB 91-001 Table 1) 1,243.84 Conversion factor(1 yr/365 days x 454,000 mg/lb) 0.25 Percent of flow leached into soil (Per Cape Cod Commission TB 91-001 Table,1) 2,798.6 mg/day Loading NATURAL 5,333 Natural area(sf) 1.50 Recharge for natural area(ft/yr) (Per Cape Cod Commission TB 91-001 Table 1) 0.0776 Conversion factor(28.32 liter/cf x 1 yr/365 days) 620.67 Uday Recharge SUMMARY Title V Total Loading= 19,004.01 mg/day Title V Total Recharge= 1,907.80 Uday Tile V Nitrogen Loading Concentration r 100 SE EC QINING ROOM 0 REF a ❑ KITCHEN 6'CASED OPENING - C(��� Y ENTRYLIMAR O MUD UP ROOM BATH 0 D JOANNA RECK` Zaiac Residence A R c H I T E c r First Floor Plan 0 280 Long Beach Road New/Proposed W Centerville, MA 02632 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8" = 1'-0" ph: 978-470-3068 fx: 978-470-3733 ©20,2 BALCONY MASTER �B 00 r EXERCISE ROOM — ON II rL I I O O BATH BATH O tv Cl N rn Za joc Residence JOANNA BECK Second Floor Plan A R G H I T E G T o_ 280 Long Beach Road New/Proposed Genterville, MA 02652 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8°= 1'-0" ph: 918-410-3068 fx: 918-410-3133 ©2O12 Town of Barnstable �pP THE Tp�� y�P Board of Health + iARNSfABLE. : 200 Main Street - Hyannis MA 02601 9 MASS. ib39• �0 Agreement to Extend Time Limit for Acting Upon a Variance Request �r r In the Matter of a variance&ruest form eceived on O n the Petitioner(s), 4WA regarding the property at , the petitioner(s)and the Board of Health agree. at the Board of Health has until /12 (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. u' Petitioner(s): Board of Health: 2 Signature: Signature: P er(s)o etitio Representative Chairman Print: Print: Wayne Miller, M.D. Date: _ / Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc y TRANS NO.: CITY7TQ''Wn - ��7,►Ti mil+ APPLICANT: [- � ADDRESS:. D�SkGg FLOW: l2� 9F- REVIEWED By: DATE;: 5' \ N/A O K NO Legal:boundaries denoted [310 CMR 15..220(4)(a)] Street,:Lot,,tax parcel nuinb:e and lot aumber:noted:on plan[310 CMR 15:220(4)(u)] Locus, Provided[3=1.0 CIvIR 15.2204(t)] Plazi proper scale?.{1"=4Q'for plof plann, 1"=20' or;fewer for corn.onents) [310 CMR 15.220(4)]' J( Easements;shown[310 C1vIR15 220(4).(b)] System.located totally ocelot served [310 CMR 15.405(1)(4 for upgrades]- i not;a:-variance . °eguired [310,,CMR 15:412(4)] 1( Location of immervious-surfsces.. veways;.parkuigareas etc.) 31_,0 CMR 15.22b(4 (d)] Location-all7buildings-existing.and-.propo.sed310 CNa-, Locdtion acid dlmezisloIlS:of System cornponmtsl and.m6rVe-areas; 1310 CMR:1:5.220(4)(e)] System Calculations 131Q CMR 15,220(4)(f)] daily ow. . . se tic dank ca acity'.(regaired And`'provided): soihabsorpti:on system (required and provided) whether system.deszgried"for gabage;grinder North arrow [3.10:'CMR 15.220(4)(g)] 1� Ekisting,and proposed'contours [310 CNa I.5.220(4)(g)]' Location and log_of deep observatioii.loles(existing grade=el on each test) (.310 CMR.15;220(4)' )] n Names of soil.evaluator and.:BQH repi=esentatve.[3.10 CMR. - Locaton:and date:of percolation tests.(performed at proper elevation?) [310 CMR 15,220(4)(i)] Percolation tesf.results match 1`oadmg,,rate? [310 C—NR 15.-42]: I.c6ttfficafi,6n statement by Soil Evaluatoz [31:0 CMR.i5.220(4)0)] p( Qbse ved and,Adjusted`ground-water(method_for'adjustment: gtveri or uidicated), 0 CMR 15 103{3)and 310 [31 CIvIR Address 1N%A OK NO ocation.of.everywater supply,publrc;and private, [.310 CN1R 15:220(4)(k)]_ withui_4:00 feet of the proposed system location in the case: Of surface water su plies and gravel.packed .ubhc water supply witlun;250 feet of the r-oposed system--location in the case withina-within feet of the proposed system locations the case. of private water supply—wells Location,of:all surface waters and wetlands located up to 100 ft. beyond setbacks listed in.3.10 Cbva.15 211 and any°catch basins located wzthu 50:ft: [310;CMR I5 220.(4).(1)] Wker.li ies:and other,subsurface::utilities located [310>:CMR 15:220(4)(rn)j (if Wet line cross see 3.I"0 CIvIR 15.21i(1 ;Profile of system sl ow -mg -elevations of all system 4 l . ,components.and the.b6ttbin of.the SAS: :310 CMRI5.220(4)(0)] 'Stamp of destgzier.[310 CMR- 15.220(1)'and 316CMR 15.220(2).] Stamp of Registered Land;Surveyor(required if construction activities within 5 ft oflo#:'line)[310 CMR 15:220(3)`] Test>Holes:.adequate(two_n each:.of theprimary andTeserye _unless trenches as perrrntted in3`10 CNM, 1.5..102(2) or as approved for an upgrade:under.LUA at .10 CMR 15;405(1;)(k)1 . Test hole adequate<to demonstrate four feet of suitalile material? • [3 l 0 CMR-15 103(4)]. Test Holes adequate to_confinn.adequaie•groundwater separation? (3 I.G.C'NM 4 5.103(3)] 1� Benchmark-wrthm;50 75'of system [31;0 CMR 15.220(4),( )] _ _ Materials s`ecifications noted ' , oils sections of 3`10 CMR ; 15.:0001 System components not> 36" deep (unless Local Upgrade Approval orLUA:.re nested) [31.0 CMR 15.405(1(b)] I i 2� ���G �t, Sheeh2'�af 7. i i N/A OK;. NO; Size OK? [310 CMR 15.223(1),] Tnlettee located ten: nches below:flow:lirie 3I0:CMR 1':5.227 ]:. j( Outletttee::14" or 14"+5"per foot for.increase::ft depth:[310.'CMR 15:227(6)]:. Outlet.tee=with gas baffle or a roved:,felter 310 CMR 15 227.(4)] Note-regarding installation on stable compactedbase [3L0 CIVIR 15.228(1)].:. Separation between.`1c:and.outlet.tees(io less than liquid de tl) [3.10.=CMR:15 227(2)] lnlet/Outlet:;elevat ons at least 12:'':abo.y high groundwater exce t as described 310.CMR 15;227 5 or permitted for ( P _ O). :upgrades underLUA[31d::CMR:'15.405:(.l)(k), :..... l( Mi-itiuirt cover;9..".(Tanks.buried es... 9"must leave risers. on all openmgs and..on thud box) [310:CMR,15 2228(1)'and.3.10' C a 15 23.2`3) fl] Tluee.accesscorers(inlet and outlet:must;.be_20"..or.,greater): middle access at,:bast;8:.=. (b-,_ 7)'[3 LO CIvIR 1-5.:228(2)] . ... .... :' Access to within 6°"of grade one port for systems<1000gpd; _ two for systems>1000- d'[310 CMR 15.228(2)]' �( All of=grade covers:-secured to unauthorized access? [310 ChfiR. 15.228(2)]. .. > 1.0 fft from::build ng ft u dtion'[310 CMR 15 2:11(1)] � FISH' Buoyancy,cal.c dti6Re ;uired/Done�,[31.0 CMR`15.221(8)f:: i H 2.0.Where.:a : o fiat(?:f HO C3 M-,15 226(3) .Setbacks from resou_rces'[310 CIv1R 15.211] �( 1Y1u1 �oan"artt nn n �` - -ORO — Yam. g Required whereother than single-family dwellftorflow>1000. d.310 C-MR15223(l).(b)] First:compartment:200%o:daily flow; Second compartment 100%: daily flow[310 CMR 15:224(2):.and 3)]:' pe through or;oyer Baffle,outlet o _each compartirientw th. gas baffle or approved filter[3 i.0 CMR 5 224(4): IF r- A4e88 L2-a . . . �f.3�R-_ .. . :Sheet 3.pf 7; NIA OK NO UK Located at:least ten..feet from any water line?[310`=CN1R. 15222(2) Disposal,piping at least18"below-water line:(when water and sewer cross, "see 3-10 CNR 15.211(1)[lj) Cleanouts it6quired#0vided 2[310 CN1R.15.222(8)] Thrust blocks s edified in.force-mains. 3.10 CNM 35 22i(6)(c)] Slope of'sewer,line not less--than 0.0:1 (1/8:':(ft) 0.02 preferable [310 CMR:'15•.222(6.)] , Proper pitch on a: :runs?(005 wathiri gravity distributed trenches and beds) [310 i 1'Mk 15 2'5:1:(9 arid::31:0 CMR 15.1252(2)(c 'Si `hon' roblem/(leachfield'-below"uni chamber) Eridca s or vent manifold s edified? '• Size and orientatign of discharge:holes specified?-'( tsnialler: than 3/8"not larger:than 5/8") [31q..t 15.251(8) and.310 C a:15.252(2)(h)'; Materials;specified: :(310'CNiR I5 251(5)specifies vari s pipe ty es;:allowed ; - Stable compacted base [310 CMR 15 221(2.)and.310 CN1lZ, Splash plate`:or baffle tee requued on inletX provided?(tirheri pressure sewerA- d=box or, teep pitch of gravity sewer) [31:0` CNIR Ri"ser if dee er than:9" 3.10°CIv1R.15.232(3)(f)] _..� Inside minimum dim,ens on 12" [3:10 CNa 15.232(2)(b);j Minimum sum 5" [310 CMR1513,2(3)(e)J' Watertight cover if<10.00gpd);waterproof.manhole if n0009Pd [3 - :CNR 15,:232(3) d � Capacity(emergency storage above:workitg—design flow)? [310 CMR;231(2)]I Proper'setbacks [310.CN—a 15 211 (same-as.septic-'tams)] ;Watertight 20=miniriium access manhole a"t least:20"MUST B TO GRADS [310 C-NM 15.231(5)], �( ;Service components accessible(not,too deep witl .piping,. disconnects:accessible` X Alarm. loafs alarm on.circurt.se agate from pumps-specif ied? Exceeds two units must have two pumps.operating:in lead-lag; mode.1310 ClvIR:15:231(6)�and(,.8) ;Stable:Coin..acted:B: ge[31.0.CNM 15.221,(2)]: Buoyancy calculations°needed?Provided?' 3:10 CMft 15:2248) ( ,kddress 7 `O.. �-s-�S..- v���1 `��� Sheet d of 7 N!A QK NO Calculations correct? 4 feet=;of.naturally:occ=ing.matenal demonstrated?[310 CMR 15.240 1 -e uired.se aration to groundwater? [310=CMM 15.212 Aggregate specified as 1double washed[31.0 CMR 15 247(2}]! System Venting:require provided?(system under:driveway or >36'dee ` [310 CMR 1 S:24.1] Tnspecrion ports specified:and within 3':final grade? [310°CIv1R, 15:240(13)] Break out.reguirements net?(No:Violation of breakout:elevation wim x'15 ft,bf SAS unless barrier) [310.CINa 1:5211(.l)(41]and Guidanceboc uwnent] �'�ls�T ;PI'E-S�H���RS�3�;G�.�S•�53�,��,�.. ---����-�-- t Chambers.and Gal,in:trerlcli.configmad6n supplied with inlet: every D R. :310-C 15253(6)] Each structure with one.,in `ection manhole if?2000 d must, .sp . . - (. gP be fo..grade j310`CMR 15.253(2)] A reaate 1 iririimum 4:maximum. [31-.0.CIv1R°15.253(1)(b:-:gg b - 2' $idewall creditmaximum. ,310.Cv1R 15.253(1)(a) Tn bed configuration; mlet.eyery 40_sq.ft.:[310:CMR 15 253(6)) - -- ( ) RI Width°2'minimum 3`'maximum' 3�10 CIvfR 15 251 �1 (b)]' - 100:feet-.maximum length. 31.0 CMR 15.2-51(1)4) Minimum separation 2x effective depth Or width whichever greater(3x ifreserve betweentrenehes)` 310 CIV1R.251(1){d) j Situated along contours 3:1:0 CMR'15.251(2): Breakout:OK?1310:-CNM 15.211.(1)[4];and.Guidance Document]: X ininimurn 2=:distribution fines -310 CMR-1.5.252.(2)(a}] _. _,_. Maximum_se arationbehyeen lines 6' 1.0 CM.R15.252(2).(d} .Maximum.separation between::lines and°.outside:of bed 4'`';[31;0 CNM 1.5:252(2)(01. Aggregate.:depth,below discharge.pipes 6"'miriin um, T': maximum 3.10 CMR 15:252(2).(g)J Separation`between beds 1.0-minimum,[310 CMR 15.252(2)(1)_ Bottom areaused-in calculations only [3a0;CM&15 25.2(2)(i)]: X' Address Sheet-5 of 7' N/A OK NO Pressure Dosed,Sysferrt? Provided pump and piping calculations as reired. .3.10'CMR.15.220(4).(r Pressure dosing required on all.systems>2000gpd or alternative systems under remedial approval [3`10 CNM 15.254(2)and I/A Remedial U§c A royals] If used in.gravelless system`.-make sure j'et. s directed as not to scour soil interface[Guidance Document]: `Inspections:once perfyear(systems<2000;gpd)-or:quarterly .(>20 00 d).good to note on plan, 310 CNa, 1$.254(2)(d)] r Corrstruciionn frll -Did the planspecify'that:the fillshall rrieet they ecification of 3I0 CNa 15.255(3)? Impervious,barrierAnd/orretaining.N all?.[Guidance Doc.umer!t]' �C.. Irnpervious barrier i stO:t ation>must;be supeiviscd by 'designer.[310 CNM,1"5.255(2)(b)], ?� Retaining_wall naust be designed by Registered Professional Engineer [31:0:CNIR 5 255(2 a � i -Side slo a not:exceed 3:1 LT[310 CMR:15.255(2) Breakoizt.r uuements met? [3-1,O.Cla,,15,252 2_and_ Guidance pocument] . b _ .. ... .. At_least 5:ft.from unpervious:barrier.to..edgeof SAS-;:(10 ft: recommended) [310 - - _ Check.-DEP A pproyal letters for credits gn and:desieonditions I£used with pressure dosing do'`not allow pressure discharge to scour soil bnterfke =1 'ferria�rve S %eteI �PFro uTter` � Was DEP Approval better provided and/or have,you, reviewed.the.letter for-conditions2 - Is:the technology being properly applied and;does it-meet all. DER A.p roval Conditions? Isahere:a.nofe on.the plan..regarding the requirement for e; _etual maintenance a .eernert? Any alarms involved anj se mate circuits:�( Did:theapplicant submit an-operation and uaintenance manual:?' Has a licant:subnvtted a co of a:mamtenance.- -. Are the.variances listed on the.plan 7:[310 CNM 15220 RLS Stanip necessary on plan,if a.corriponent is within five feet of Property.line..[310. CNIR 15.412 New construction or:incr eased;flow proposed- [Refer.to..,31:0. CMR:1:5 414j Address `Z 1.cs �� '� �. Sheet 6 of 7' N/A OK NO, Is the system in,a Designated Nitrogen:Sensitive Area(Zone II for a public supply Well)? [31.0 CNa 15.214,310 CM R 15..215 and 31:0 CNg 15„216-also:refer td-Policy,regarding,upgrades of such existing systems] Is the-system proposed on,the same lot as served by private well. [3J CivIlZ 15.214(2)] Are the nitrogen Ioads proposed,in compliance?. [310 CMR Pum h'T to se tic tank?'. [.3:10 CNtR 15.229] Shared.System [3.1O:CIv1R.15.290]; ;;; Address. '�.�� l aet�� ��. _. Sheet 7 of'7 w - TRANS NO - CITY/TOWN: ADDRESS;: . 2. 1l kzj DESIGN FLOW._ _ 10 g.pd N/A OK NO �' .`Y.id..- ;ia.T^ -rx- „rL "'t-7.,.Y,.'°: ^- -=•e-La C'-{—:C... e-�...''�.�.clkir r� %s.r .-=rr i., ,i.ssMi ITL' �"r '�"�`a_ram •`�`�'�'�--5 .�.0 -� ,�"',.�._s+. "ram---rt`-:rz'n`��.�,..-=•,.�-t�a...�'*'._`r�"r=�"S: - ri NR 5Le albonaeo 220O a Streef; Lot,.tatpareel number and lof number noted on plan[310 ' CIvLR 15.220(4)(ti)` Locus Pro:vrded 310 C&9 I5.2204(t}' Plai properacale? (1" U.' for plot plazis, 1"=20'or fewer.for com``orrents) 310 011z 15 220(:4 ( Easements shotivri. 310 CIv1R 15::220 ::: b System located totally on lot served [31;0 CND 15 40'S(l)(a):for u odes -;T nnt,,_a�?cn t�i ice is r used 31Q;:GNIR 15 412- .: at eas Location oI'im e pervous surfaces,(drrv «gays; parktng etc CIvtR;I5 220(4)(d), Location a:li:buildings existing and proposed 3'`10 ClvM Location acid dunensious of system components and reserve. areas':; 310 CNIlt _ . -sy stein Calculations .3,10 CNLR:15.220(4)( dady flow septic tank ca aci (re u�red and rovded' oil absor tio`n s: stem,. re iirred;and rovrded Q whether s stem designed for Barba e grinder; Noral .arro�l 31:0:'CIvIR:L:S..22.0.4 ( ) EYrsting and fn .ose contcours 310 CN1R 1:5-220(4)( )] Locatron•and log of deep obserwationa oles (existiag.grade.:el. on. each test) :310 CN1R 15,220(4)(h] I Names ofao�l eval"adto� grid BOH representative j3 I:0 CNIR. 15.220(4)(h} and Location and date:of percolation:tests(performed at;proper eIe atian7 310 CNM 1,5::220(4).i Percolation test results match:aoadrn rates.[310 CIVIR I5::2 2 Cert£cahon staterient b;'Sor1;:Evaluator 31Q`G11�IR 15.220(4) ;) t Observed and Adjusted groundwater(method for adjustment- rver or indicated 310.C1yIlZ 15103 3 and 3I0 CNIR l 15:220(4) ;` . Address .. Sheet 1,of 7' N/A OK NO'. . : Location of every water supply,;publ cd private, [310 CIlZ _ t within 40© feet of the proposed system location in the ease- ofsiirface Seater sit hes;and ave] aciced ubLic water withih-2,50 feet of the ro 'osed:s. stein locat-ion::,in the:,Case ,1�. within i 50 feet of the:proposed system li:cation m.the:.case of i iva�e Seater.;Up 1 we.: Location ofAl surface waters and wetlands: located up to 0:fft 10 . beyond setbacks listed in 310 C11rlR 15.2:11 and any:catch basins located within S0 fE: [314 G�iR �5 224; )(I Waterames and other subsirface:utilrtles. located [310'CIvIR L5,22.0(4) i) if water:Line ci os ;see 3 to 1:N l$..2-11 Pi ofile of system showing invert elevations of all system components and;tlie:bottom..o.f.the SAS, 31.0 CIVIR15..220 4 (o Stain of.des ner.310. CIVIl�1�5:;220(1):'and 3:I.0 CIvIR 15 220(2) s ! Stamp of Registered Land SurYeyor(requited if construction activities Svthm S ft of lot 1me 310 CIviR 15220(3) Test.Hales adequate(two in ead of the pr imaiy and reserve: unless trenches as pei�ri hied in 310 CMR 15 1 Q2�2)or as i '' a . rowed for an.u ade zindei.LUA at 310 CIvIR 15 4`OS 1 (k) Test bale adequate o demonstrate fidul feet of'suitable maferrai2 310 CIvIR 1S 103: �, . . 'Test Holes adequate to c- D.adequate gioundsvate..rsepa ation�. 1310 CiY1R I5 03(3)1. Benchm ark.Fvithrri.;50-75` of.- stem 310 Ci1rIR 15 2.20(�4)( )];: _. . Nlaterials specifications Z oteg[various_sections of 3.10 CIv1R / 15 O:Q0] System cornoonent5 not>;36"deep (unless Local Upgrade: A foval or LUA re nested) 31 Address `:mod N/1. . OK NO lnlet;tee located ten triche below`f dw.line 310 CI.a- 15.22;7(6) Outlet tee 1:4" or TV: 5"`.pet foot for increase:ft.—depth, [3.I:0 CYIR �• 15.22?(6 - Outlet tee with: as baffle-or a . roved filter[310 C'YIIZ 4)ji Note.regarding installation on stable egmpacted base j310 CIvIR t� Sepa��atioa betzveett Inlet and outlet.tees (no less than hgmd de ,th) 310<:CIvIR:t.5.227 2 " h11et/Outlet elevations at tease .2'. above high;groundwater (except as described 3.10 C.NM.I5 227(5)) or pern�►tted for u tides under LUA 31;0 CIva 15 405(1) k): Nlkm hiutri cover 9". (Tanks butie..d more th a Y" mugt:have risers on 611.60enings,and on th"d box) [310.C1vIR:1S 2228'(1) and 310 C 15 23:2(3)�fl] Tlu ee accesvern and(inlet outle t must be.2a"of : sca greater) tniddfie access at}east 8 b 7/07) [3I.0 Civ[R 15.22:8:2 ccess fo tivithin 6 " of grade one port for systems<I OOOgpd tv�o:for Sys#ems 1<DQO d 31 Q;CIvIR 15 22& 2 ]' All at-grade:coversaecur-e'd to unauthorized access=;[310'CYIR 1522g2 1Fa > 1 Oft from::buiIdinQ foundation [310 C'vIR .115.2111(1)] �N l Buo :ancy:calculation Ke' u edlDone 310 CIVIIt Z5.221(8); V�here ro:'rzate� 310.avIR Setbacks from resources [310 CIvIR 15.21.1 _ hYt�rGz. Regtisired Shen otl'er than single=famil}r d«cell'Ingot flow>1:000 d _3 l 0 C1vIR 15::223 1 Fist compaifinentIM/6 daily flow,Second compartinent 100% datl'.. flow. 31.0.:CIR pipe hi:,ough or over;baffle, outlet of each compai tment;wrth: Ps Yalfle or a roved filter 310 Civ1R 15.:224; 4)] �Lddress L. U: L-41,11--ij Ze 8fie&3 oil t: . NIA, OIL NO- Located at least ten:feet fi-orn any'wate ,tines:[310 MIR 15.222(2),}: Disposal pilling at least 18:" below waterline(when water and sewer:cross;see 31 Q..C..N 15.2.1:1!.(1) 1. . . . Cleanauts_;re<aired/ rovid'ed? ;310 Ch%fR l� 222 8 Ili:�zist bloctcs s edified.m;;foz.ce Triatns'1'310 CIvIR 15: 21(6)'(c) Slope of sevler isne not less /ft) 0.02 preferable , [31Q 0,_ i:S 222(;Fi); ptoiler pitch:on all runs (.005 ry thin gtavrty distributed trenches and beds) 3<l0.CIvII2 1;5.251(9}:.arid 310'CIVIlZ.:.15,25 (2){c)] Si �ho't tob::lem/ l°eachfie:ld below uin., chamber) .:.: tom.. _.:: I Endca s of vent nantfold specified? Size and orientatro of discharge;holes specified (uot smalle tha than 318" not:larg ei: n 5l8" 3 l;0 C1VIR 15 25l 8 and 310 ).l O. CIvfR;15 252;2)�)� iVlateirials specified 0 I0 CNh. 15 25 l(5) speciflies,various pipe es:ealioNved) Stable:compacted base B W, CiV1R 15 22':1(2) aid 310 CMR: Splash plate:off baffle tee required on inlet/provtded?:(when; pressure sewer to d' boY or steep pitch o:f gravi#y sewer}l31 D C1Y1R 15323(3}(a)] Riser:if dee.et than.g" 31.0 MR15,23:2(3) Inside mul7murn d"unensioii 12". 31Q Ova 15 232(2)`!. ): �rhninurri:suin .6" 31,0.CNIR15:232(3`):(e)) ,/.. .. Wateight coves if<2000gpd), waterproof rnanhoie if>200Qgpd 310 C-T f 5 232�(3 d. Capacity (esriergenc}� storage above working=design.flow) [31Q / V Fro et setbacks 3.6 CMR 15.211 (same as se tic tanks). Watertight::2:0 m riinium access manhole at least 20 1vIUST BE TO GRADE:: 310 CIvIR 15,231 `5 Service components accessible(trot too<de _p with piping, d:isconnects..accessib le) Alarm floats; a aria on.cTrcurt se arate.:from :isinl s s ecified?` ✓ Exceeds rivo`units must have twa pumps operating in Lead lag mode:: 316:CI R .$, 2 1.r and 8) S.tab:[e Coin acted:Base 310 Q.2 1.;,2'21 fi Buo Y. calculations needed. Provided? 31'© GNIlZ 15:22F 8). Sheet�:of 7 N/A, OK NO Calculations.correct`t 4 feet bf naturally occurta g material demonstrated` [310 CN! 15.20(l) V Re uu ed:'se aration to ndwa3ai 5 12). A e ate:s .ecfied as,double washed 310 C1VIR 15247 2`° System Ventingrequ�redlpro-Va. (system under diiveway or / !/ >3.6" de ).=310 CIvIlZ 15:.241.j Inspeetlon parts:apecified,and within 3`final gi ade� [310 CNIR / Breakuutrequuerments mete(�io'violation of breakout eleuatlon within 15 4$A,8!unless barrier) [31O CIv1R:15.211�(1)t4] and Guidance Document Chatri'beis and Gal::m trench configuration$upplied with inlet eve 20 ft.:[310.GN.tR 15:253 Each structui e with one mspectian manhole (if>WO gpd must be to ade`.:310 C1�Il� 15.253 2'] Aggregate; 1' mmiisiiun ' maxuium, :310 Cll%IR 1.5:253 L}(b " 2' sidewail;credit mamlti 31`O:CNT Q, 5.2 In bead con i uratlon, inlet eve �10 s ft 31:Q:C1�fR:15.2 3 —= Width 2' mriitrnurn,3'maximum:: 310 CIv1R 15,:.251 1 100;feet rn'ammum length [310 GiVIR::15.251{1)(a)]' . >VSmlrnum separation 2x effective depth,or width whichever eater(.if reserve bettiveen trenches): 310 C1VIR 251, 1 . d)] Situated alon contours 310.CIv 15,25 Breakout:QK7'[31;0 Cy1R 15,2;11(1 Cllment]:: ( ` 7�I} t�S^ aitlauni she o£bed orsf_eciOQgPa) _ .. : _. m.minum 2`..dlstrilution:lrnes:310 CItiIR 15..252(2 (a Vlax:inum se aration bettiveen lines 6' 310 CN1 R15:252(2):(d: Via�imum separation bet�yeen lines and'outside ofbe.d 4' [3';10 - ;l CiIR 1525.2(2)(e); aggregate dep&belotiv discharge p pes.6 minimum; 12" rnaYiaiurn:;;310 CMRa:5..252 .2)'( Se:a anon between beds'lU minimum. 3I0 CMR 15,2S2(2)(f), ''. _._ Bottom-are'a used:irk calcu:`lations`on1y;[310 CiVIR 15252(2){1}) Address € lac !4 1 '�is Sheet_of OK YONEW ...... S �r�- it - .� ,_}'mow.. - F.. ".-t".'__ ".c '4 ` w"'+- .•`=. 5" 5 - .. _-Y Pressure Dosed System Provided pump and piping:, calculations as require d. =10 CivIlZ 1.5.220( r) . Pressure dosing requued.on all sy,stem >2000gpd-K:EtLternat ve systems under rezY edzal approyal`;[310,C&M 15 25' and Rernedzal Use A pvals If used in giavelless system make sure jet zs directed as notao scour:soil>interface [GuWance,Documenf; Tnspect�ons once per year('systbbaS<200'0 gpd).. r quat tert k d)::g000 v.;note on ran; 310 IS.14 ,uctron rn fill Did the plan specify that the filhahal l meet the specification of'310 C.N 1.5 255(3)? Tin ervzers:bat7zei -and/or retazniri tivall � Gui.;dance_Document `' Inpervtous barrzer znstallatzon rnusti.be SLZpervised by deszQnez [3.10 CIviR_15.25� 2). 6 Retaining wall rust be deszgiied by Registered Professional En eez 31:O:.:Ci�1R 15,255 2)(a)] Side slo:e notelceed:3.1 310 CIkfR 15,:255(Z i/f Bi eakout requirementsmlet`��_P I `Cl�IR 1.5.252(2)and Guidance Document . At least 5 ft, iioni zmpervzous barrzer to edge of SAS (10$ recommended) 31 Q CMR;15.255 (e)] Check:DEP A_. roval.lette� :::for credits anal desz condlons: l " If used ivrth pressuie�doszng;do not;allotiv pressuze discharge;: to scout soil;>interface __ .._ F l�er.�afrv"e�'e fr�$jF,_ efrt jI/.��A P�r�;vrr�� effers, Was DEP Approval I ettei piovzded and/or ha� ;yozz reviewed the:letter=.for eoridztzons� IS the kechnology beuzg propezly apphed and does zt meet all: J �f DEP A .royal Coniditzoris;? Is there a note on the plan regal ding the:requirement for er etual maintenance a :eement? 'An _alartns,mvolved on se arafe circuits; Did th'e appli°°cant submit an open a:zon and maintenance manual`?; Has a: heank'submitted a co of a maimepance pp e the vai iatices listed on t_i�e plan`� [3 l0 CNIR.°I5.220 ( }(9) RLS Stamp i ecessaiy on plan zf a compnr ent is VithiDRY �. feef of ro"e rue 31:0;CMR'i 5 412 4- Neer consfrtzetion or':irlcreas�d flow proposed [Refer.to 310 CMR 1� �l: t , Address t $heet G 7 ' .�.. - ...ram- -2`�.-,,,,su"��'�'T s•.._ =.s�T-+. `�'�y",a'_^-^�e�".---a-^--,".c^.---i-"'�u,.:D�`°,.W��'-r����..�i'�a...@-d: - .. k OK s the system in a Designated Nitrogen Sensitive Area (Zone II foi A pub)?c supply weiI)� [3;10 C 15 214, 3 I Q CIvfR 15 215:and I0;'CMR 15.216:=also refer to.-Polky-regard ng upgrades of such e-xisting systems] Is tie system proposed on thesame lotas served by private;well [310 C1vIR 15 21�1;(2� . Are the nrticogen Toads proposedan'c-nmpliane.e? [31:0 C1YIR 15 216(1)] -sue" ".'� a.i`-•," _ t."...�'i.` "' E�"1-' .e`.a xr Pun .m to se tic;tank:?^ 310 C1VIlZ 15,2291 Shared S.:sfe�n 10 C/— 15 290] r Sheet Addxess 7:of ` u111 i3 P ,,�d h, P_,� - a �. t ,-' Pump Selection for a Pressurized System -Single Family Residence Project Parameters Discharge Assembly Size 1.50 inches 350 PF2015 Transport Length 12 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None Max Elevation Lift 3.75 feet 300 Manifold Length 2 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 2 PF2010 Lateral Length 16 feet 250 — - Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Orifice Size 3/16 inches Orifice Spacing 4 feet Residual Head 2.5 feet 2 Flow Meter None inches 200 'Add-on'Friction Losses 4 feet p" A m Calculations = Minimum Flow Rate per Orifice 0.69 gpm E / PF2005 Number of Orifices per Zone 10 150 _ Total Flow Rate per Zone 6.9 gpm G Number of Laterals per Zone 2 %Flow Differential 1 st/Last Orifice. 0.1 % H Transport Velocity 1.1 fps 100 Frictional Head Losses ........... ......... Loss through Discharge 0.1 feet Loss in Transport 0.0 feet Loss through Valve 0.0 feet Loss in Manifold 0.0 feet 50 Loss in Laterals 0.0 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 4.0 feet Pipe Volumes 0 ( 1 Vol of Transport Line 1.3 gals 0 5 10 15 20 25 30 Vol of Manifold 0.2 gals Net Discharge(gpm) Vol of Laterals per Zone 3.4 gals Total Volume 4.9 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 6.9 gpm PF2005 High Head Effluent Pump System Curve: Total Dynamic Head 10.4 feet 20 GPM,1/211P 115/230V 10 60Hz,200V 30 60Hz Pump Curve:®— PF2010 High Head Effluent Pump Pump Optimal Range:- 20 GPM,1HP 230V 10 60Hz,200V 30 60Hz Operating Point: PF2015 High Head Effluent Pump Design Point:O 20 GPM,1-1/2HP 230V 10 60Hz,200V 30 60Hz "s t3y c Orenco Systems' Incorporated LI-p"gdx w7 dh W1Wd.Dn WWta.w,' BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 March 28,2013 Dr. Wayne Miller, Chairman Barnstable Board of Health Mr.Thomas McKean,Director Barnstable Health Department 200 Main St. Hyannis,MA 02601 RE: 280 Long Beach Road,Centerville—Continued Board of Health Hearing Dear Dr. Miller,Board members, and Mr. McKean: Pursuant to our prior hearing discussions and your acceptance of its use,please accept the attached letter, dated March 15,2010,for the file regarding the monitoring well observation information which was performed on the adjacent lot283 Long Beach Road. This monitoring well information is used for the determination of the high ground water elevation for the 280 Long Beach Road design and application. Thank you for your consideration. Very truly yours; Baxter Nye Engineering& Surveying 5 Ma ew E y,P. Managing Partner Cc: File 0:\2012\2012-010\ADMRPLETTERS\2012-010 L2 BOH Monitoring Well.docx ('.D 4 tkILJ r 117 Land Surveys e Site Design 9 Subdivisions e Septic Design a Wetland Filings e Planning Baxter Nye.Engineering & Surveying 78 North Street, 3`d Floor,Hyannis,Massachusetts 02601 March 15th, 2010 Healt�th Department 2VV Main StreG _ Hyannis, Massachusetts 02601 Re: 283 Long Beach Road To whom it may concern, An observation well was set on this property and monitored fora month. The observed groundwater level varied from El..0.95 to El. 1.95 with an average of El. 1.45. This. -correlates well with the observed groundwater(El. L5)used for the septic.design at, Portledge by the Sea across the street The bottom of the leaching system at this property is at El.3.0 and therefore is not in contact with groundwater through out the observed range. It is my.opinion that the existing septic system meets the criteria set forth in 310 CMR 15.302 (Title'V) and passes the inspection. If you have any questions or comments please call me directly at 598-428-9131., ext.13. Sincerely, O Stephen�AWilson,P.E. #2009-024:01 AngeloBOHGW:doc Phone (508) 771-7501.Fax(508) 771-7622. Matthew Eddy Subject: FW: 280 Long Beach Road Attachments: 280 Long Beach Road -3 Sheet Composite Septic Plan dated 3-5-2013.pdf; 2012-010-UT- Conventional System Exhibit dated 03-05-2013.pdf; Convention Septic Checklist.pdf; RE: Question Confirmation For print: From: Matthew Eddy Sent: Wednesday, March 06, 2013 6:38 PM To: 'Stanton, David'; 'McKean,Thomas' Cc: 'Crocker, Sharon' Subject: RE: 280 Long Beach Road Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road:. 1. Revised Septic Plans—Sheets C1.0, C3.0, C4.0 dated 3/5/2013. 2.: Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber.Calculations dated 3/5/2013. I will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the.plan. a. A copy of,the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been.added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve ' position meets the stipulations Identified by Brian.3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached), a Please confirm you've received. I will deliver hard copies tomorrow as needed.. I'd like to review wlttr j%u a� Sharon exactly what'you want resubmitted. '71 Thanks for your help. Matt Matthew Eddy, P.E. ;6 ' Managing Partner BAXTER NYE ENGINEERING & S.URVEYING •78 North Street-3rd Floor.-Hyannis,MA 02601 1 Matthew Eddy From: Dudley, Brian (DEP) [brian.dudley@state.ma.us] Sent:. Tuesday, December 11, 2012 1:52 PM To: Matthew Eddy, 'Subject: RE: Question Confirmation Hi.Matt, We have allowed soil absorption systems under structures on pilings in the past provided that there is no interference in the function of the system from the pilings and that there is sufficient access to allow replacement of the system should it be required. Please let me know if you have further questions. Brian From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Tuesday, December 11, 2012 10:35 AM To: Dudley, Brian (DEP) Subject: Question Confirmation Brian, Could you please reply based on our conversation yesterday that it is okay to design a disposal system underneath a structure that is on pilings. The disposal field would .need to be designed around the pilings. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTFR NYE ENGINEERING &. SURVEYING •78 North Street-3rd Floor Hyannis,MA 02601 Ph:508-771-7502 x17 Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com y Please consider the environment before printing this e-mail 1 _ Baxter Nye-Engineering Pipe Capacity Professional Engineers and,Land Surveyors Enter values in shaded areas Sewer Capacities Average Daily Design Flow 110 gpd = 0.08 gpm = 0.000 cfs Peak Hour Factor 4. Peak Hour Design Flow 440 gpd = 0.31 gpm = 0.001 cfs Mannings Equation Channel Flow (Q) =]1.486/n"A[R^2/3][S^1/2] Q is quantity of flow (cfs) R is the hydraulic radius (ft) S is the slope (ft/ft) Gravity Pipe Capacity.-House to Septic Tank/to Pump Chamber A is the cross sectional area (sq. ft.) Diameter, D O;.E inches n is a pipe roughness coefficient S 0 ft/ft n 0 Q 1 (PVC) A56:';,,sq.in. 0.08722 sf Pipe Capacity (Q) 0.31 cfs > 0.001 cfs which is the Peak Hr. Design Flow Full Flow Velocity (V) 3.62 fps Selected Pump Design Operating Level 23.25 gpm > 0.31 gpm which is the Peak Hr. Design Flow per Orenco pump data sheet Sewer System Calculations Single-Family House revised 3-5-2013.xIs 3/28/201.3 Pipe Velocity , [ I NNE ge�►�er���1/elo� It es n, "Y"M 9191 "�r�w?�l ; v 2801�°�l�9a. ?;o'ai, G"e �te; !i��e �ryd!"9ned,ff,Y,G 111MWEN Enter values in shaded areas Sewer Pipe Velocity Forcemain Delivery Pipe Pipe Cross Sectional Area,A Diameter, D (inches) i( YE' '50,' inches Diameter, D (feet) 0.13 ft Pipe Area, A=3.14 x(D)^2/4 Area 0.012 square feet Flow, Q Pump Discharge' . Z-6 gpm 0.05 cfs Q=AV or V=Q/A Velocity,V 4.22 fps V^2/2g 0.28 ft Forcemain Velocity within acceptable range (3 to 8 fps) /OK . Sewer System Calculations Single-Family House revised 3-5-2013.xls 3/28/2013 Baxter Nye Engineering Pipe Volume-Dose Volume Professional Engineers and Land Surveyors OElZkLQ C(ienta�al9Zei4 l" 4a�a 'Rg�31 �f1°3I J1le 4eSlg�ed 3� I !l� iI� aIW Enter values in shaded areas Distribution Pine Volume Distribution Forcemain&Manifold Pipe Cross Sectional Area,A Diameter Laterals, D(in.) 60 inches Diameter,D(ft) 0.13 ft Area 0.012 sf Pipe Area,A=3.14 x(D)^2A Volume Length of pipe 1"600 ft Total Distribution Manifold Pipe Volume 0.20 cf 1.47 gal Distribution Lateral(all segments) Pipe Cross Sectional Area,A Diameter Laterals,D(in.) :5^ inches Diameter,D(ft) 0.13 ft Area 0.012 sf Volume Length of pipe(Average length of the 2 distrib pipes), 00 ft #of laterals 2"00 Total Distribution Pipe Volume(Min.Dose Volume) 0.37 cf 2.75 gal TOTAL Drainback Volume(Manifold and Laterals) 4.22 gal Dose Volume Provided Dose Volume is - #of Doses for Sands,Loamy Sands(Design Flow/Dose to SAS)• 5.7 Daily Design Flow Volumedivided by Volume Pumped Per Dose 23.5 gal #of doses per day.The Dose Drainback Volume 4.2 gal Volume should be between Dose Volume To SAS 19.3 gal 5 to 10 Times Distribution Pipe Volume 5 times Distribution Pipe Volume 21.1 gal 10 times Distribution Pipe Volume 42.2 gal Volume Per Dose required/ OK Sewer System Calculations Single-Family House revised 3-5-2013.xls' 3/28/2013 Baxter Nye Engineering Dose Volume Conventional -Professional Engineers and Land Surveyors . d ! mum �C!1'�► ,, 'u„!�a'19'. °aJ a e3%Iti /" 3 eIA1vi�, I��IItf9f�e1, � S1Mhea � � YIWE _ Enter values in shaded areas Distribution Pipe Volume Distribution Forcemain & Manifold . Pipe Cross Sectional Area,A Diameter Laterals, D (in.) LQ1 ® inches Diameter, D (ft) 0.13 ft Area 0.012 sf Pipe Area, A=3.14 x(D)112/4 Volume Length of pipe 0:0 ft Total Distribution Manifold Pipe Volume 0.06 cf 0.37 gal TOTAL Drainback Volume 0.37 gal Dose Volume Provided Dose Volume is Daily Design Flow Volume #of Doses for Sands, Loamy Sands (Design Flow/Dose to SAS) 4.8- divided by Volume Pumped Per Dose 23.5 gal #of doses per day. The Dose Drainback Volume 0.37 gal Volume should be between Dose Volume To SAS 23.1 .gal .5rto 10 Times Distribution Pipe Volume Volume Per Dose required/ OK Sewer System Calculations Single-Family House revised 3-5-2013.xis 3/28/2013 Pump Chamber r l Lo�GMnr,EITH& eknelule t hS S1® IS V2,41eM �7 Enter values in shaded areas Pump Chamber Sizing Pump Chamber Dimensions Interior Height 9'i .® ft !v� Interior Diameter 4 Interior Useable Height 8'. ft S a-0 (' L J �1 Tank Invert Elevation -'F _ C' ��'`^y c a �rp;Fz. NL'T J � Area 12.566 sf Pump Chamber Incremental Elevations Height Incremental Volume Pump Chamber Invert 2.00 8, ft 23.00 cf= 172.0 gal Pump Off 3.83 p"s5 ft 3.14 cf= 23.5 gal Lead Pump On 4.08 dh1 � "n ft 6.28 cf= 47.0 gal High Water Alarm EMERGENCY 4.58 STORAGE - 2 63 ft _vs ���+0 28.27 cf 211.5 gal Invert out of Septic Tank 6:83 TOTAL 4.83 ft 60.70 cf 454.0 gal Total Emergency Storage Available: 258.49 gal > 110 gpd design flow Sewer System Calculations Single-Family House revised 3-5-2013.xls 3/26/2013 y 4 Overview AdvanTexO Treatment Systems oreneoSystems' ,nmpom e t-B00-348-9843 Orenco's AdvanTex®Treatment Systems are an innovative technology for onsite treatment of waste- water. The heart of the System is the AdvanTex filter, a sturdy, watertight fiberglass basin filled with an engineered textile material. This lightweight, highly absorbent textile material treats a tremendous amount of wastewater in a small space. That's because textile has a very.large surface area for biologi- cal breakdown of wastewater components—about five times greater than that of an equivalent volume of sand.Yet the AdvanTex filter has a very small footprint. System Performance Orenco Systems®has been researching, designing, testing,,and selling a,variety of textile filters for nearly a decade.About 20,000 textile filters have been installed throughout the United States and Canada, on sites ranging from federal demonstration projects to university testing facilities, single-fami- ly homes, commercial properties, and community systems. Unlike other wastewater treatment technologies, the AdvanTex Treatment System provides consistent, reliable wastewater treatment, even during "peak flow" conditions. The AdvanTex Treatment System includes a processing tank and a control panel with a programmable dosing timer. So it discharges small amounts of treated wastewater, regularly,throughout the day. - AdvanTex treats residential-strength waste to better than "secondary" standards. Effluent can be used for drip or subsurface irrigation, or discharged to shallow, inconspicuous trenches. It can also be dis- charged to fine-grained polishing filters for coliform removal and water reuse. Third-Party Performance Verification AdvanTex Treatment Systems have undergone lengthy perfonnance testing to ANSI and NSF/ANSI standards. This third party testing(NSF Final Report,April 2002) of treatment performance recorded a maximum 30-day arithmetic mean of 8 mg/L for CBOD5 and 6 mg/L for suspended solids. Over the six-month course of the evaluation,the average effluent CBOD5 was mg/L, and the average effluent suspended solids was 4 mg/L. System Benefits Significantly smaller land area is required for the AdvanTex Treatment System than is required for sand and gravel filters. That's because textile has demonstrated the capacity to support microbial popula- tions that can treat filtered processing tank effluent at greater hydraulic loading.rates. In fact, loading rates for AdvanTex Treatment Systems are typically 5-20 times higher than for sand filters. In addition, reductions in drainfield size are often permitted with AdvanTex Treatment Systems. Moreover, textile is lightweight, making it ideal for prepackaging and shipping, which simplifies installation and reduces costs. Applications The AdvanTex Treatment System is ideal for... • New construction • System upgrades and repairs • Pretreatment of moderately high-strength waste • Wherever typical secondary treatment standards suffice t - NDA-ATX-7 Rev.8.0,©4/Q9 Page 1 of 3 AdvanTex°-AC Filters Overview (continued) System Operation and Maintenance AdvanTex is easy to service, easy to clean, and generates virtually no troublesome activated sludge. Like most advanced re quires uires regular maintenance.As a condition of-warranty, property own- Treatment System g technologies,the AdvanTex y 9 third pro vider. ers must purchase a service contract from a certifiedparty P The AdvanTex Treatment System comes standard with a VeriComme telemetry control panel with aWeb-based moni- * arm notifications are automatically sent to the service s service provider*..Al . b the S stem p tormg system, supervised y Y provider's e-mail capable device. Messages are resent until the condition has been cleared.As.a back-up, the VenComm control panel also has an audible alarm.And the System is sized to allow for a minimum of 24 hours of wastewater provide service to the system during normal working s . That means an operator can p Y , storage (at average daily flow ) P _ hours, regardless of when an alann occurs. ' typically run 30-60.minutes per day, so AdvanTex uses very little power . . . an average stems pumps The AdvanTex Sy p p tYP Y of$1.80-4.80 per month (based on the national average of ten cents per kilowatt hour). Compare that to power costs of up to$30-$60 per month for many "activated sludge" aerobic treatment units. Treatment Methodology t dike a�recirculatin sand.filter::a reliable,proven technology that Orenco's AdvanTex Treatment S stem works bus g , The A Y <process:is,similar :the: roprietary treatment engineers have helped to perfect over the past 25 years. While the treatmentp , P � - module is more efficient. In an AdvanTex Treatment System,wastewater percolates through the textile media, whose complex fiber structure provides tremendous water-holding capacity and offers an extremely large surface area for biomass attachment.A vis- ible biological film normally develops on the filter medium within a few days. BOD5 and TSS reductions occur almost immediately. *MVP digital programmable panels are available as an option in some markets. NDA-ATX-7 Rev.8.0,©4109 Page 2 of 3 AdvanTex°-AX Filters Overview (continued) Gal 1 I i Top view of a typical AdvanTex°Treatment System o p Side view of a typical AdvanTex Treatment System NDA-ATX-7 Rev.8.0,©4/09 Page 3 of 3 e � r r r �".. i"5 i .:a rasa, �x«•."y n, t' "9`Qr:? f �! o- ' .�,,...y F '�Sh' � - A `� ��f. -�P. .+z37� -3 .Yc.. -e :€•�- "'=Y'�." a?a`;ffi �'~ �" r � a 1F•�e.rw����T r�'r ,� .a.o• Efflu 00 i r r ter + v: .! 'x`�'eyF rrr777 It nu �a+� �, �f` ..+ Y e_:y7Y7 lei ?a'x r��y G Y,r '���'�.. �fl:' f�. '�� :. k �.'�•�r���'k':•� '�t�y�«�a�' } -Sr. G` '` v` �. u� � -t..s••yr,��*-a^z�."',;,�>��,..,r.� "'�a- `�� - .: 'III C T�s+. '�..: PS AM 01 rol¢ Aft �S F Part 1: Start-Up and Routine Maintenance of AdvanTex° Residential O&M MANUAL Wastewater Tmatment. Systems Orenco Systems® Incorporated aw Changing the Way the W5r1dDou Whmwxe?.. 800-348-9843 541-459-4449 www.arenco.com. www.vericomm.net t, 0 - � s As an authorized AdvanTex Service Provider,you play a crucial role in Orenco's AdvanTex Program. Orenco has always advocated regular,professional servicing of all onsite systems...not just during the warranty period but for the life of the system.Regular servicing optimizes the treatment process and protects the property.owner's investment.It also ensures that onsite systems protect public health,protect the environment,and are viewed as a reliable,sustainable technology. Orenco relies on you to perform the AdvanTex system start-up,do routine(scheduled)maintenance,and respond to calls for unscheduled maintenance(alarm calls).We also rely on you to keep in contact with 's ski the homeowners or property owners,review the Homeowner's Manual with them,advise them on preventive maintenance,and work to keep the system under a continuous service contract.Equally important,we rely f y on you to keep good service records on the system,creating a"history." of its performance. To make your job easier,Orenco has created one of the most service-friendly and trouble-free onsite systems on the market.Then we paired that system with a remote telemetry control panel,to allow you to"view"the system night from your computer.And we've provided a Web-based business tool advantexservice.com-to help you file and retrieve system data automatically,schedule service events, and manage service technicians. Finally,we've provided classroom and field training,as well as support materials,like this O&M Manual. Please read this manual thoroughly,for up-to-date information on the best practices for system start-up and routine maintenance.You can find information about troubleshooting in Part 2 of our O&M Manual: Advanced Service Tips and Troubleshooting Guide. We're very proud of our AdvanTex Treatment System..Like all our products,it has gone through extensive research,development,and field-testing.Then each component is built to written specifications and subjected.to quality review,before shipping.In addition,our AXN models meet the requirements of NSF_ ANSI Standard 40 for Class I Systems.if any component of this system does not meet your expectations, please call your authorized AdvanTex Dealer. .Thank you,in advance,for your knowledge,your conscientiousness,and your good work. - ✓'�'���' a -vkCp^ -__fry '� � __ ' - r_ rem. •.a'��1`�J.w• �..< - y� A VdVAR-1,R..1.1,10108• �• _Copyright Orenco Systems®,Inc.Property of Orenco Systeri Inc.Do not reproduce or distribute without written authorization from-0renco:800-348.9843. t - � e ❑ Introduction....................................................................................2 ❑ Unscheduled Field Maintenance Report.....................................20 ❑ Typical Site Plan for an AdvanTex Treatment System...................4 ❑ Performing Unscheduled Field Maintenance.............................21 Unscheduled Maintenance Procedures.................:...:....:.........:..21 El How the AdvanTex Treatment System Works...............................5 . Notification of Site Condition...............................................:.......21 ❑ Equipment List................:..............................................................6 • Site Condition at Time of Call......................................................21 ❑ Start-Up Checklist.........................................................................7 Feld Sampling/Observations.. 21 • ......................................... ❑ Completing the Start-Up Checklist......................................7.........8 • Conditions at Site.....:............:............:......................................21 • System Start-Up Procedure................................I.:........................8 • VCOM ATRTU Board(f applicable)................... ...21 • Planning the Start-Up...............................:...............................:..8 . Cause of Malfunction.......................... ..22 • Before Leaving the Office...................................:.........................8 . Services Rendered.:..::.....................................:.........................22 • At the Site..........................................:..........................................8 • Parts Used.................................................................................22 • Primary Treatment.................................., . 9 e Notes/Final Recommendations...................................................22 • Secondary Treatment.................................................................10 a Final/Safety Inspection...............................................................22 • Other System Components.......................................................:.12 Time/Date/Signature............................ ............ ........ .22 • Control Panel.... ........................ ,.12 Change of Service Provider Authorization • Final/Safety Inspection 23 • Homeowner's Package.............................. 13 El Changing Service Providers........................................................24 • Back at the Office...................................... .............................13 ❑ Appendix 1:AX20 Timer Settings Worksheet............:: ...........25 ❑ Scheduled field Maintenance Report..................... .......14 Appendix 2:Float and RSV Settings..............................................26 ❑ Performing Scheduled Field Maintenance.................................15 • Typical RSV Levels....................................... .........................27 Homeowner Communication..................................................... .15 ' Typical Float Levels.....................:..............................................27 • Retrieve O&M Info......................................................................15 • Perform Field Sampling/Observations.......:.................................15 • Check Control Panel...................................................................16 • Inspect/Clean Recirc Pump System..:.........................................16 • Measure Sludge/Scum...............................................................17 • Inspect/Clean AdvanTex Filter.....................................................17 • Cleaning the Sheets....................................................................18 • Inspect/Clean Discharge Pump System........................................18 • Inspect/Service Other System Components.................................18 • Additional Services Rendered.....................................................18 • Final/Safety Inspection.................. ..18 e Summary/Recommendations.....................................................19 eComments..................................................................................19 Copyright Orenco Systems®,Inc Property of Orenco Systems®,Inc.Do not reproduce or distribute without written authorization from Orenco 800-348-9843. .AIM-OM-M-1,Rev.1.1,10/08 t - 1 AdvanTex° MANUAL Y ,PART`i :SJTAR,T U'P ANb ROUTINE .MAINTENANCE sT � �ca1�S��e�Pl��n �or��a��►�c��an�Tex��`reatment�S�/�s�er�������������� '�t' .1��i� "4,r�. ,�`'��� "� � � �Ts'��'� "�FC��"`�r`�,.,�. �'''s,�c.� ��x �•,� 1� e 3.�.� .�, ,���-z�-�.,,� .�f.T 4. �K�: ��� !► 1 I The AdvanTex Treatment System consists of a watertight processing nitrogen from the effluent is required. tank and the AX20 textile filter pod.Wastewater from the home flows to the tank,where natural biological and physical processes provide After recirculating several times,the effluent is discharged, either directly from the processing tank or after first being collected in a primary treatment. In the primary chamber of the tank,the wastewater Pump basin.Depending on the design for a particular site,the treated separates into three layers:a floating scum layer,a bottom sludge effluent may discharged to a drainfield,an underground drip layer, and a relatively clear layer of liquid effluent in the middle. irrigation system,a constructed wetland,an effluent sewer(STEP) From the secondary chamber,a pump draws liquid effluent through system,or a reuse system.The system may include equipment for the Biotube®filter and sends.it to the AX20 pod.There,the effluent ultraviolet(UV)disinfection before ultimate dispersal of the effluent. is sprayed over hanging sheets of porous synthetic textile media: Properly sited,installed,and operated,a Residential AdvanTex Microorganisms live in this moist,oxygen-rich(aerobic)environment. Treatment System can treat wastewater to 10 mg/L BOD and 10 As effluent trickles over and through the sheets,the microorganisms mg/L TSS.This level of treatment is better than what municipal remove impurities from it. wastewater plants provide.The system can also be configured to Effluent recirculates between the tank and the AX20 pod.In Mode 1, reduce nitrogen levels as required locally.When effluent treated in this the most common configuration,the effluent recirculates to the way is dispersed to the soil,natural processes purify it further,and it second compartment of the tank. In Mode 3, effluent recirculates to eventually returns to the underlying water table,where it can be used _ the first compartment.This mode is used where.maxim um removal of again. ln ..ter -.. .. P Components of a Restdenttal � AdvanTex®Treatment System ;(Mode 1.)Ltsted.by Flow Paths , ® , At Two_Chamber Processing Tank © Blotube-.Pump , I P© Discharge Assembly4 AdvanTex®AX20 Fllter Pod z � 1` Ysr� G fki r , '� f Recirculating' � � � � � ��� ��l F���� ���.r� �. £, z Sphtter Valve(RSU) :©'Float>Swttcf5es x ram' f fr £ ; - �mxYVe Cormm®Control.Panel�; e • - • , �' a Copyright Orenco Systems®,Inc Property of Orenco Systems®,Inc.Do not reproduce or distribute without written authorization from Orenco�800-348-9843. -• AIM-OMATX-1,Hev ,10/08.1.1 i :r IS . 31 M N R:; Routine maintenance and troubleshooting requires a variety of tools, For Repairs equipment,and spare parts.We recommend that an Authorized AdvanTex • Adhesive(ADH100,SS140,SS115) Service Provider have the following items at,hand: • Control panel parts(circuit breakers,motor contactors, relays) For Routine Inspection and Maintenance • Cordless drill with 3/1 6-in.Allen wrench for lid bolts on risers • Effluent pulp(s) and pod. • Extension cord • Extra lid bolts • Flashlight Sludge and scum measuring device(e.g.,Nasco Sludge Hand tools Oliers,wrenches screwdrivers drill bits hammer, Judge®for sludge and Orenco SMUG for scum) shovel,hand saw,etc.) • Hook for raising floats to test them • Heat gun or torch for bending conduit • Biotube®filter cradle(OM-BIOTUBECRADLE) • Inspection mirror(e.g.,Arototek"Mirror on a Stick") • Bronze threaded check valve,for measuring pump flow rate Plumber's snake in systems with drainbacks • PVC cement and primer • Backpack pressure washer • PVC fittings,3/4"in.to 2 in.(20-50 mm) • Trash pump(and generator,if pump is electric)for removing PVC pipe,3/4 in.to 2 in.(20-50 mm) solids from discharge basin • Spare parts for downstream components(e.g.drip • AX20 manifold brush.(AX-LATERALBRUSH) headworks,UV) - - e AX20 sheet cleaning wand(AX-CLEANINGWAND) • Waterproof wire nuts • Handheld computer(PDA)with,Bluetooth®Kit or laptop with. • Wire stripping/crimping tool null modem cable(optional,to turn pump on and off at a • Float switches distance from the panel) • Electrical tester(voltage and amperage). For Troubleshooting Phone line tester(available from RadioI • Digital camera Dissolved oxygen(DO)meter or colorimetric ampoules • Watch or timer • Sample bottles • A copy of Part 2 of the AdvanTex O&M Manual:Advanced Service Tips and-Troubleshooting Guide(AIM-OM-ATX-2) • Turbidity meter • pH meter or pH test strips For Personal Hygiene and Cleanup • Test strips for nitrate,ammonia,alkalinity • Bleach/water solution • Tape measure Eye protection • Calculator • Hand.cleanser • A copy of the AX201nstallation Instructions(NIM7ATX-AX-1), • Paper towels for reference • Protective clothing • Rags • Rubber gloves AIM-OM-ATX-1,Rev.1.1,10/08• ••� •Copyright Orenco Systems•,Inc.Property of Orenco Systems®,Inc.Do not reproduce or distribute without.written`authorization from Orenco:.800-348-9843. i ® _ o y 1 • - Service provider-_-. -- Techn1cfan start-€tp aate Caney Date- Pftary 11reatment ❑ Pump rim amps: Process Tank © Pump restvoits: rul''wits: ❑ Proper inlet we installed, ❑ am wturne verified, Process Tank Pumping Equipment. ❑ now rate verified.idraw don.lea. ❑ Discharge plAting properly Installed Ihrough watertight grommet.threaded connectf-ons tight,ball valve in oft poadan. ` Other.System Components Float assembly mounted m Bictub@e vault and property set perAdranTex Installation Gu de.Float ards€Deafly wrapped III ❑ Ci f�rfection equipttd inseled property, around splice t�sx and tied. ❑ Qr pei5al cdu€pmeDt ppciatinrj,properly. ❑ goals apemie property. Ptoa?s set Properly(€=rtng from outs de top of I<tNq:. CO ols ❑ Sauce box mounted on accesss riser.Materdgla conanters usad. ❑ Proper timer setltngs. Prntx s Tat>Rc Pumping Syste#fl ❑ Proper ware si s used based on enfornmtson prxided by ❑ Pump operates.in Manual, manufacturer. Pump operatic in Autotoaiic.. Q Ali-electrical co mectiors in panel secured. ❑ Pump MP amps: ___ .... -. Q 'Panel wired per manufacturer's~siring diagram. ❑ Pump rest Yells run veita, ❑ service provider namelrtumbertvritten on Tor Service CaIr label. Camrnf®an 9 furOional test,as deuiled in the A4tvY:Tex Secondary Weatment kwal abag msbwtens;has been f dbwed, Recirculating Splitter Valve Assembly. ❑ DU tone verified, ❑ Verify proper RSV sa-ng ❑ 'Wittoo Panel:d:aorants le,is panel for fulure tevim (measuriall from top of cage to outside top of W4. AdvanTex system. finaVS-afety Inspection ❑ All pods lmhfled level. ❑ Ail acres;riser hardware Is in place:Lids are secured. ❑I All piping Woperly covered and compaclat ❑ All splice box Ibis are secured- Ventilation System. ElPanel circa it breakers are is the"an'Wien,panel is$et in€ ❑ Ventiation intakeisl proper.'nr iomted and install-d. ate matic operutro€t,and panel is iatched(t'r fc' i if nee sxry), AovanTex Filter Operation. ❑ squirt height voned. Homeowner's Package Discharge Pump 9asinlTank ❑lii.neowne<'s Package reviewed with tromecnmer, ❑ BasiWlanklnsp--ted 1pr iiifila 4n. ❑ Bawlank is=level. Comments Discharge Sasin/Tank Pumping Equipment ❑ Pump ash dscharge plumbing are compatible ' - (P,_g,pe�stJre ralleg}, ❑ Ofschme pfiantiing,prope0l installed Turaugh wate light grommet,and hall valve is in open position. ❑ Ficais operaie pro ed3'- ❑ Fluats.set property sudng from wtside fop of tardq. ❑ Splice box mounted is access riser.'hfatertigk connectors used. 0isclrarge ItasiniTank Pumping System ❑ Pump operates in iitanuat. [} Plump opwates in Automatic.. ®zuua;Oroaeo sv�anr"lac =-IRX-Mt Copyright Orenco Systems®,Inc'I�ro;e rW of Orenco Systems®,Inc*Do not reproduce or distribute without written authorization from Orenco 800-348-9843. •• AIM-OM-ATX-1,Rev.1.1,10/08 0 System Start-Up Procedure If the installer answers"yes"to these questions,then the system is.ready Your System Start-Up visit provides final confirmation that the system has for start-up. been correctly installed and is ready to function properly.It-also acquaints A typical start-up visit takes about an hour.Arrange to meet the system you,the service provider,with each individual system,so that you are installer at the.site so that he or she can answer any questions you may familiar with any special components or requirements. have about the installation.The installer should bring the site plan or as- built.If the system owners can be present too,this is a good opportunity The AX20 Start-Up Checklist(SCL-ATX-OM-1),shown on the preceding for them to learn how the system functions.As part of the start-up,you page,will help you remember to complete all the steps needed to check Will need to review the Homeowner Package with the homeowners or,if the system's functions:While you don't need to return the Start-Up the house has not yet been sold,with a representative of the homebuilder. Checklistto Orenco,we recommend bringing a copy to the start-up and You can do this at the start-up visit,or arrange a meeting prior to the checking off the steps to make sure that you perform all of them., start-up. As part of the start-up,you'll also download a computer-generated Start-Up Summary Reportfrom advantexservice.com and fax it to the fax number Before Leaving the Office on the bottom of the form.An automated system will add the report to the Download the Start-Up ,rr. •....... ....... •... ...; data file for that system on advantexservice.com,This will confirm that the Summary Report from www. (�.aer•,r F°tl Wmkeu,a n�en ABC S.Ok Serves system is ready for operation,so that Orenco and the AdvanTex Dealer can advantexservice.com.The top confidently warranty it and your service contract can begin. of the form should be pre- I- - _- - filled with information about - - the site.If any information is -_— - missing,fill it in,You will fill out the rest of the form at the site °Y°- as you go through the start-up procedure. If the system does not have a ---- /j,�� discharge tank or basin and discharge pump,note that in the Start-Up Summary Report At the Site Planning the Start-Up Ask the system installer about the size,material,and manufacturer of When the installer calls to tell you that the system is ready for start-up, each primary tank and discharge tank or basin,and record it on the Start- ask the following questions: Up Summary Report Also record the serial number of the AX20 pods. • Did the electrician connect the panel to the home's electrical service and turn the power on? • Did the installer test the control panel to make sure it was functional? 1 - • Is there phone service,or,at minimum,is the phone line physically connected to the panel? WIN AIM-dV;V-1,Rev.1.1,70/08• �• *Copyright Orenco Systems®,Inc.Property of.Orenco Systems®,•Inc.Do notrepr;Lce or distribute without written-authorization from Orenco:800-348-9843. 9 - _ 0 Primary Treatment <o Open the risers of the tank and of any discharge or recirculation tanks or - basins: f WARNING Do not enter tank Entering a tank wdhout�proper confined ��� '�'"` `' space procedures and equ�pmenf can cause serious�nlury asphyxration �! _ w ❑Proper inlet tee installed. ,r, In the inlet riser of the primary processing tank,make sure that the inlet =_ tee is present,firmly attached,and plumb. Raise the bottom float to stop the alarm.A yellow LED should light up. El-Discharge plumbing properly installed. Next,raise the middle.float,if it is present.No alarm should sound,but In the outlet riser,make sure.that the discharge plumbing is properly another yellow LED should light up. installed through a watertight grommet.The threaded connections should When you raise the top float,the alarm should sound again and the third be hand-tight,and the ball valve should be open.Look at the pump to yellow LED should light up. . make sure that it is the model specified on the plans,and record the model on the Start-Up Summary Report ❑ Floats set properly. Replace the float tree in its bracket,making sure it's properly mounted. _ Neatly coil the float cords,and secure them to the splice box.Measure the float heights from the outside top of the tank and verify that.the heights are correct according to the AX201nstallation Guide.Record them on the Start-Up Summary Report x; NOTE Orenco provides float and RSV semgs for�all tanks approved for +,il` use with AtlyanTex Treatment Systems m your area At start,up and during ''� � annual marritenance you need':only verify that the actual settings on fhe ��� �; '. equipment match Orenco s recommendations If you need to adjust the - .� -- � settrngs to solve a problem,see Appendix 2 h � � y ❑Splice box mounted on access riser.Watertight connectors used. Inspect the splice box to make sure that it is securely mounted inside or ❑Float assembly mounted in Biotube®vault. outside the riser;that connections have been made using watertight wire .❑Floats operate properly. nuts;and that there is no water in the splice box.We also recommend that Before you test the floats,open the control panel and place it in test mode you seal the conduit using conduit seals or any electrically approved sealant. by.pressing and holding the red button on the front for 15 seconds.Inside the panel,the correct.yellow digital input LED should light up.Release'the button when the audible alarm chirps. If you can't see the inside of the control panel while you raise and lowerril z, the float switches,you may need a helper.Pull the float tree out of the f w water.The floats will go down,the alarm will sound,and all the yellow. LEDs should be off. } Copyright Orenco Systems®,1W roperty of Orenco Systems®,Inc.Do not reproduce or,distribute without written authorization from Orenco:800-348-9843. •• AIM-011141-AU-1,Rev.1.1,10/08 o - o ��_01— Z !;U E0 z -M' Na- Pump operates in RS Manual. -: � _ �NOTE rmproperRSV set5ngs are acommon/nstal/ation error so please ��- ❑ Pump operates in Automatic _ check hem efulr ❑ Pump amps and volts checked. At the control panel,with the panel still in test mode,check the run ❑All pods installed level. amperage of the recirculation pump and discharge pump by placing the ❑All piping properly covered and compacted. clamp of an ammeter around the wire to each pump's circuit breaker and Check that each AX20 pod is installed level and that all piping is covered reading the amperage while each pump is running.You can run the pump with compacted fill. by holding the toggle switch on MAN.Amperage should be no more than the pump's maximum service factor amperage. -00 n ❑Ventilation intakes properly located and installed. First for the recirculation pump and then for the discharge pump,measure El Squirt height verified: the voltage with the pump off,by putting the probes of a voltmeter on Open each.AX20 pod and make each pump's terminals.Then measure the voltage with the pump running. sure that the ball valves at the _ The difference between running and rest voltage should be no more than end of the laterals are closed. 3 percent.That is 3.6 volts Remove an orifice cover and for a 120-volt system,or 7.2 measure the squirt height. volts fora 240-volt system. Record the squirt height on the. Start-Up Summary Report as Release the switch back to "Residual Head Measurement." the AUTO position.Make sure ❑Discharge basin/tank � the pump comes on as the 4 timer cycles.Timer cycles inspected for infiltration. - I are shortened to about 30 ❑ Discharge basin/tank set seconds in test mode. level. Inspect the discharge pump basin or tank to make sure that it is set level Secondary Treatment and there is no sign of water infiltration. ❑Verify proper RSV setting. ❑ Pump and discharge plumbing are compatible. Measure the distance from the outside top of the tank to the top of the Recirculating ❑ Discharge plumbing properly installed. Splitter Valve(RSV)ball cage,and record it Look at the pump to make sure that it is the model specified on the plans, on the Start-Up Summary Report and record the model on the Start-Up SummaryReoort Verify that the discharge plumbing is installed as specified on the plans;that it is properly installed through a watertight grommet;and that the ball valve is open. AIM-OM-ATX-I,Rev.7.1,10/08• �• *Copyright Orenco Systems),Inc.Property of.Orenco Systems®,•Inc.Do not reproduce or distribute without written authorization from Orenco:800-348.9843. r i ❑ Flow rate verified. ❑ Dose volume verified. _ Determining the discharge pump's actual flow rate enables you to 5 �.. determine the dose volume(the volume of wastewater being treated in Y[✓ RT A each dose)and to calculate timer settings. Knowing the dose volume also enables you to determine the volume of ;. wastewater being treated in a given period.To do this,multiply the dose volume by the number of doses. - To verify the flow rate,follow Steps 1 through 7,then verify the dose volume in Step 8. Step 1. Determine the gallons per inch(gpi)or liters per centimeter ❑ Discharge floats operate properly. (Ucm)volume of the dosing tank or basin.A 24-in..(600-mm)diameter ❑Discharge floats set properly. basin holds 1.88 gpi(2.8 Ucm).A 30-in.(750-mm)diameter basin holds Check the function.and settings of the floats in the discharge basin/tank 2.96 gpi(4.4 Ucm).For tanks,consult the manufacturer's volume chart. as described under Primary Treatment Components,and record the float For Orenco fiberglass tanks,use.Fiberglass Tank Volume Charts, heiohts on the Start-Up Summary Report as before. NCH-TNK-1. . fi Step 2. You'll be running the pump for one minute during the flow rate � NUTE To ensure proper system operation check o make sure that floats test,so check the liquid level inside the tank/basin to ensure that there's ire Orenco A or I/.floats ` enough water above the pump's minimum liquid level(MLL),or the lowest float(whichever is higher),to complete the test.For example,in one minute,a pump operating at 10 gpm(37.8 Umin)will draw down ' g i. � r x approximately 51/4 in.(14 cm)of liquid in a 24-in.(600-mm)diameter � x basin,or �..., + 10 gallons=1.88 gpi=5'/4 in.,or 37.8 liters-2.8 Ucm=14 cm So,to perform a flow rate test with the pump and basin in this example, you'd need at least 51/4 in.(14 cm)of water above the MLL or the bottom = float(whichever is higher),if there is not enough liquid,add some. Step 3. If your,system isn't configured to drain back to the basin after ❑Splice box mounted in discharge access riser.Watertight connectors used. each dose,skip to step 4.If your system is configured to drainback to the basin,you'll need to account for the drainback volume in your Inspect the splice box in the discharge basin/tank to make sure that it is calculations.Or you can stop drainback during the test by temporarily securely mounted inside or outside the riser;that connections have been installing a threaded check valve between the pump and the pump dis made using watertight wire nuts;and that there is no water in the splice charge assembly.This eliminates the need to measure drainback volume. box.Use conduit seals or electrically approved sealant. Step 4.To measure the flow rate,first measure the distance from the top ❑ Discharge pump operates in Manual. of the tank or basin to the liquid level.Record this as Hi ❑ Discharge pump operates in Automatic. Step 5. Using a stopwatch,hold the discharge pump's toggle switch ❑ Discharge pump amps and volts checked. on MAN for exactly one minute.Then switch off the pump.If the system Test the discharge pump and check running amps,running volts,and is configured to drain back into the tank or basin after a dose,wait until resting volts at the same time you check the recirc pump. drainback is complete. Copyright-0renco systems.Inc.Property.o. . . .Systems®,Inc.-0o not reproduce.or distribute without written authorization from Orenco 800-348-9843. AIM-OM-AN-1,Aev.1.1,10/08 . L ® ® _ � i ✓v � ® � � _ma`s_- _ ____ __ Step 6. Measure the new distance from the top of the tank or basin to the liquid level.Record this as H2. Step 7. To get the pump's flow rate,find the difference between H 2 and Hi.Multiply this.number by the gpi(or Ucm)volume of the tank or basin. Add the drainback volume(DB),if applicable.Then divide by the pump M run time in minutes For this test,the pump run time in minutes should �L equal one minute. Pump flow rate [(H2-H1)x gpi]+DB (gpm) _ or T Pump flow rate(Umin)_ [(H2-H1)x Ucm]+DB Control.Pane T ❑Proper timer settings. 2 ImportamJ At vencomm net enter th( gpm aloe on the"Sne Details page N` Open the control panel and,using a handheld or laptop computer,verify s as Discharge Pump GPM The eu nCom�i®panel w use It to autorna>5cally, that the timer settings are appropriate for the installation.Record the jcalculate and record the system's„,actualfCow rates which can be used for reports ' Panel ID(RTU or UL number)and timer settings on the Start Up Summary ou�� ting antler rRlinlnUmef S�gS F Report.Default timer settings are set for an occupancy of 3 people.This Step 8. To verify the pump's,dose volume,multiply the pump's flow rate may also be adjusted at vencomm.net. (gpm or Umin)by the pump run time in minutes M—as determined ❑Proper wire size used based on information provided by by float settings or timer operation,depending on panel model—and manufacturer. subtract the drainback volume,if applicable; Dose Volume(V)=(gpm x T)-DB, S" or �a Dose Volume(V)=(Umin x T)-DB M Dosing tank or basin - ,. ' , Hi X } a. Starting level H N 4 z r Ending level ,_ Drainback For Orenco components,the panel installation instructions,provide correct (if applicable) wire sizes. ❑All electrical connections in panel secured. ❑Panel wired per manufacturer's wiring diagram. Other System Components Check the panel to make sure that it is wired according to the diagram ❑ Disinfection equipment installed properly. clipped inside the panel's door.Gently tug on the wires to make sure they -are secured in the terminals. ❑ Dispersal equipment operating properly. Verify that any disinfection and dispersal equipment specified on the plans ❑Service provider name/number written.on 'For Service is present,and follow the manufacturer's instructions to inspect it for Calf" label. proper functioning.Record the disinfection equipment manufacturer`and Write in your company's name and phone number, if it hasn't been the dispersal system type on the Start-Up Summary Report done already. AIM-OM*-ATX-1,Rev.1.11 10/08� •Copyright Orenco Systems®;Inc.Property of Orenco Systems®;Inc.Do not reproduce or distribute without written authorization from Orenco:800-348'9843* = - EST W IS Final/Safety Inspection ❑All access riser hardware is in places z .. Lids are secured.. a"� a jz ❑All splice box lids are 5 secured. ;' a e Close and secure all pod, � _ �s V t € riser,external splice box , - and basin lids. _ .. - a WARNING-If lid bolts are missing replace fhem with spa a Ifyou'have ❑Control panel functional test,as detailed in the Residential n spare a dfbolts=fasten the hd with a self fappmg screw antl�mmedrately AdvanTex Installation Instructions has been followed: call your Dealer % for replacement bolts !f the bd is unbolted orif the lid or . ��r are damaged,be sure to securely block�a�ccess�to thest nk opemng� The installer should have performed this test during installation.If not, before Iealimg theksite Open Winks are hazardous,and chtldsen or adults 3 perform it now. who try t enter them°maybe seriously mlured,asphyxrated or drowhed Before performing the next step,return the panel from test mode to normal , H mode by holding down the alarm button on the front of the panel until the ❑ Panel circuit breakers are in the ON position,panel is set, alarm chirps. for automatic operation,and panel is latched(or locked if necessary). El Dial tone verified. Make sure all circuit breakers are ON.If the panel is in test mode,it will If phone service to the panel is not yet connected,you will be notified later automatically return to normal mode in 30 minutes.To manually return it when the service is connected and the panel automatically starts calling in. to normal mode,hold the alarm button on the front of the panel down until the alarm chirps.Close and latch the panel,and lock it if necessary. If phone service is available to the panel,quickly press the alarm button on the front of the panel 15 times to force the panel to call in to the Make sure that the Start-Up Summary Report is completely filled out. VeriComm®Web site.The Modem Activity light on the VCOM board should Homeowner's Package light up. If the Modem Activity light does not light up,unplug the phone line.from ❑ Homeowner's Package reviewed with homeowner. the phone jack on the panel and plug the phone line into a phone line Go through the Homeowner's Package with the homeowner,or with the tester,or a phone,to see if there is a dial tone.If there is no dial tone, builder's representative if the home has not yet been sold. come back and repeat the forced call-in test when phone service is r ,, activated to the panel.If there is a dial tone but the modem will not call in, call your AdvanTex Dealer for troubleshooting assistance. ❑Control panel diagrams left in panel for future review. Remember to leave the diagrams in the panel. Back of the Office Fax the completed'Start-Up Summary Report to the number on the bottom. Copyright Drenco Systems®,Inc.Property of Drenco Systems®,Inc.Do not reproduce or distribute without written a uthorizatlon.from Drenco•800-348-9843. •.• VVOtN-ki-1;Rev.1.1,*10/08 OR -M-E20� [A:�dvanTex® Field Maintenance Report Property DwnerRFacking qOperator Site Address Contact Phone - AX Site ID q County ID q Pod q FirU qNL q Date of Lest Inspection Retrieve O&M Info Measure.Sludge/Scum Daily flow Sludge Scum Recirc ratio 1 st Compartment, Current Previous Current Previous Timer settings: 2nd Compartment Current Previous Current Previous Inspect/Clean AdvanTex Filter Inspect Clean Perform Field Sampling/Observations Odor. El Normal ❑Pungent Laterals/Orifices ❑ ❑ Biomat ❑Normal ❑Excessive Pod Bottom ❑ ❑ NTU(15 s NTUs) pH(6-9) DO(2-6) Bridging/Ponding: ❑None/Minor ❑Excessive Intake Vent ❑ ❑ Inspect/Clean Discharge Pump System Odor of Sample Inspect Inspect Clean Riser/Lid ❑ Floats El ❑ Typical ❑:Musty ❑Earthy ❑Moldy Splice Box ❑ Pump ❑ ❑ Non-typical El Sulfide El Cabbage ❑Decay gloat cords. ❑ Oily film in PVU ❑Yes' ❑No. - - Foam in tank ❑Yes ❑No Inspect/Service Other System Components Inspect Clean Inspect Clean Check Control Panel . Disinfection Equipment ❑ ❑ Dispersal Laterals/Orifices ❑ ❑ Recirc Amps Discharge Amps Observations Additional Services Rendered ❑ El Cleaned textile sheets? ❑Replaced UV items? Audible and visual alarms OK ❑Replaced/Used other items? Dial tone(telemetry only) []Yes ❑No Parts Used:W=Warranty,B=Billable(✓appropriate selection) Inspect/Clean Pump System W B Item Number Description Inspect Clean Riser/Lid ..................... ] Splice Box.................... I] Float Cords...................: ❑ Floats.. .................... ❑ ❑ Final/Safety Inspection Pump ..................... ❑ ❑ ❑RSV reinstalled ❑Lids bolted on Biotube®Fitter.................. ❑ ❑ ❑Manifold reconnected;flush valves closed ❑Control panel reactivated Biotube Pump Vault............ ❑ ❑ Summary/Recommendations Recirculating Splitter Valve....... ❑ ❑ ❑System performing;no further action needed []Tank needs pumping 1. ❑Call for service ❑Other. Comments Signature Date Fax completed form to 1-866-384-7404 • . AIM-ONI-M-1,Rev.1.1,10/08 • .LopyrightOrenco Systems®,Inc.Property of Orenco Systems®,,Inc.Do not reproduce.or distribute without written authorization:from Orenco:800-348.9843. e jil - Residential AdvanTex Treatment Systems require periodic servicing. g, t`. ` ' ,.,'uf 'mow' .c - s L x....' AX20 systems need asix-month visit,Gone-year visit,and annual visits' ( WARNING Follow the precautions below,when perform►n,field maintenancq.; 0x"varrTex Pfi"ms a thereafter.AX20N systems require four visits during the first two years and annual visits*thereafter.Failure to provide required maintenance will void ' po not enter the tank Entering a tank w�thoutproperconfinedspaae procedures and equipment can cause serious m/ury or death the AdvanTex Treatment System warranty and may place the system out , of compliance with local regulations. Use properpersonal profecbon equipment,such4as rubbergloves and eye profecbon as well as protective clothing to coverparls of the body - � -that will be exposed to wastewater or effluent Homeowner Communication a • When working on camponents that3contact sewage or effluent lay them" Whenever possible,contact the residents when it's time for a service on a plastic sheet orplace them rn a trash can not on the lawn Several visit,especially if the residents are new to the home.The service is tools thatreduce the mess of,cleaning Brotube�filters andAdvanY textile sheets are available from Orenco an opportunity to talk with them about proper use of the system,so try to gar ti schedule the visit when someone will be there. !Turn off power elecirica!components when workmg rn splice boxes or k ���-the control panel or when disconnecting pumps Retrieve O&M Info- • When finished use proper personal hygiene Download the Field Maintenance Reportform for your site from wwaadvantexservice.com.The top of the form should be pre.-filled with ❑Odor of sample information about the system. Sniff the sample and assess its odor.Record these observations about clarity(NTUs)and odor on the Field Maintenance Report form. Perform Field Sampling/Observations When you arrive at the site,remove the lids;from the risers and take El pH of sample your sample before doing anything else,so that the sample won't be ❑ Dissolved oxygen of sample contaminated by material that you stir up while working.To sample effluent, Using pH test strips or a pH meter,check the pH of the sample and record remove the Recirculating Splitter Valve(RSV)from its quick-release holster it on the Field Maintenance Reoortform.Values from 6 to 9 are normal. and set it.aside,There will be enough of a trickle through the RSV plumbing Also check the sample's dissolved oxygen(DO)using a DO meter(or DO to collect sample without waiting for the pump to cycle. field test ampoules),and record that on the form.Values from 2.5 to 6 mg/L are normal. �. x IMPORTANT To avoid contamination do not run iiie pump manually or rn �- � testmode to obtain this sample�°��' �' �• � � � �- �4�ervc� K, .mac ww I i ....., Y... `mGn.-irt.t.J ,E•"-er .. .r.c:..�...-.s.1 ..... *na�S�.. ...Y.c,.z.+:e:6'° .'-3' Wash down,brush,or wipe the RSV inlet before taking the Sam- ple so there will be no contam- ination from dislodged solids. 1EMA 'am . ..... '�- Leave the RSV disconnected ? ' for the rest of the service call so that any debris you stir up does not make its way to the drainfield. ❑Clarity of sample _ El Oily film in PVIJ Assess the clarity of the sample by ❑Foam in tank .:using a portable turbidity meter. Check the liquid in the pump vault(PVU)for an oily sheen,and theiiquid.in the first.compartment of the tank for foam or .other.unusual appearance. Record your observations on the Field Maintenance Reportform. `Servicing intervals may vary according to local regulations. Copyright Orenco Systems®;Inc.Property of Orenco Systems•,Inc.-Do not reproduce or distribute without written authorization from Orenco:800-348-9843. AIM-01MI-M-1,Rev.1.1,10/08 4 M--IME EWE!ED-- ME MOEN -Z-El W� Check Control Panel ❑ splice box. Open the control panel and place it in test mode. Open the splice box and make sure there is no water in it.If there is, remove the water with a sponge and repair the leak.If you disconnect any ❑ Run amperage connections,do not reuse the wire nuts when you reconnect them—use Check and record the run amperage of the recirculation pump and new ones. discharge pump.Place the clamp of ari ammeter around the wire to each pump's circuit breaker and read the amperage while each pump is running.You can run the pump by holding the toggle switch on MAN. Amperage should be no more than the pump's maximum service factorh : amperage. Release the switch to the AUTO position.Make sure the pump comes on as the timer cycles.Timer cycles are shortened to about 30 seconds in test mode. ❑ Float cords H ❑ Floats Verify that the floats are in good condition and properly secured to the float tree:Verify that float cords are neatly wrapped inside the riser so that they cannot interfere with the operation of the floats.Clean floats by hosing or brushing them so that debris falls back into the tank,not into ig the pump vault. . MII ❑Audible and visual alarms _ }+ Check the operation of the floats and timers b lifting the float trees Out of P y 9 the tank and discharge basin and following the instructions clipped.inside the panel door.Make sure that audible and visual alarms are activated when the appropriate float is raised or lowered. - ❑Dial tone(telemetry only) ❑Pump For systems equipped with VeriComm®panels,use a phone line tester or Turn circuit breaker off at service panel.Switch MOA and circuit breakers a phone to verify the presence of a dial tone. . in control panel to"Off. Pull the pump and place it on a cleanable surface,like the riser lid,or in a plastic trash can.Check the intake Inspect/Clean Reeire Pump System Screen;wash off particles as necessary.Record the kinds of particles El Riser/Lid in the Comments section of the Field Maintenance Report form and Make sure that the lid is intact,and replace it if necessary.Replace any report findings to user(for preventive maintenance).Reinstall the pump, missing lid bolts.Check for marks of liquid infiltration or exfiltration. checking to make sure the discharge valve is open. AIM-OM-ATX-1,Rev.1.1,10/08 •• Copyright Orenco Systems®,Inc.Property of Orenco Systems®,�Inc.Do not reproduce or distribute without written authorization from Orenco:800-348.9843. ❑ Biotube®Filter Inspect/Clean AdvanTex Filter ❑ Biotube Pump Vault Open the.AdvanTex Filter pod. Clean the Biotube Filter at every visit.Make sure that the RSV is out.Slide Biotube cartridge out of vault.Hold Biotube cartridge over open inlet of Odor tank or primary compartment.Carefully spray build-up into tank.(The ❑ Biomat . Biotube Cradle,available from Orenco,holds the Biotube Filter on the lip of ❑ Bridging/Ponding the riser and directs debris into the tank away from the pump vault.)Flush Check.that the odor and appearance of the biomat are normal.Pungent vault bottom. or unusual odor,ponding(excessive liquid),and bridging(excessive solids) are problems that need immediate attention.The Advanced Service Tips and Troubleshooting Guide can help you ascertain the cause.You may need to change the timer settings or discuss household habits with the i system users. " tF� ❑ Laterals/Orifices F Inspect the orifice shields.A clean area around an orifice cover is a sign of a plugged orifice;clean these orifices out before cleaning the laterals. x:e To clean and flush the manifold,open the flush valves at the ends of the laterals and brush or jet the laterals. Recirculating Splitter Valve Move the RSV from side to side to check that the balls move freely.Then ' � a verify that the liquid level in the tank is within the normal range.If it is low, the ball mechanism could be jammed in the seated position.If it is high, @ b `= the RSV may not be making a tight seal when the balls are seated.Clean the balls and replace the balls or the cage if necessary.Don't replace the RSV in the tank until you're ready to leave the site. Measure Sludge/Scum - } Measure sludge and scum in both compartments of the tank,and record ', the measurements on the Field = �� x. Maintenance Reportform.Schedule ❑Pod bottom pumping of the tank when the bottom Pull out few sheets,inspect the pod bottom,and note any excessive of the scum layer is within 3 in.(75t buildup of debris.When you're done cleaning the manifold,remove the theh t of the flow-through port RSV from the tank,and run the pump for two or three minutes with the e tank baffle or when the sludge ge flush valves open and the RSV removed to flush debris from the pod's accumulates#o within 6 in.(150 mm) underdrain back into the tank.You can do this while you are performing of the flow-through port. other tasks.After flushing,close the flush valves and make sure the orifice Note any unusual appearance or smell of the tank's contents,and consult covers are on more or less straight.Replace the RSV in the tank. the Advanced Service Tips and Troubleshooting Guide,available from your ❑Intake vent AdvanTex Dealer,if necessary.If you find kitty litter,sanitary products, excessive grease,or other material that shouldn't be in the tank,talk to Make sure that the ventilation intake is not damaged or blocked,and the residents of the home and remind them not to flush those things. clean or replace it if necessary. Copyright Orenco Systems®,Inc.Property of Orenco Systems®,Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-g843. AIM-0M-ATX-1,Rev.1.1,10/OS - x.- - �.• gi aMY- - Inspect/Cleah AdvanTex Cleaning Wand,a hose,or a backpack pressure washer(at low Discharge Pump System pressure).Wash debris down into the pod,where it will drain back into the processing tank. ❑Riser/Lid El S lice box El Replaced UV items? P ❑ Float cords ❑ Replaced/used other items? ❑ Floats Document any equipment replaced and any additional'observations. ❑ Pump Final/Safety Inspection If there is a discharge pump basin,inspect it and its components.Clean Review the Field Maintenance.Report form to ensure all activities have floats and pump by hosing them.If you pull the pump,check to make sure been performed. the discharge valve is open after reinstalling. ❑RSV reinstalled Over time,solids may accumulate in the discharge basin.Use a trash If you haven't done so already,replace the RSV. pump to pump these solids into the inlet end of the processing tank. . ❑ Manifold reconnected and valves closed Inspect/Service Make sure that the flush valves at the ends of the AX20 laterals are Other System Components closed. ❑ Disinfection equipment ❑ Lids bolted on ❑Dispersal laterals/orifices Replace all lids and tighten all lid bolts. Follow the manufacturer's instructions to inspect and service other components of the system. Additional Services Rendered a ri .« og 3 aim ❑Cleaned textile sheets? You should not need to clean the textile sheets every year,but it may be necessary now and then.Don't clean them unless the buildup of biomat is bridging across the sheets,because removing too much of the biomat _ r inhibits the system's.treatment performance. E _ k _ r , 'Y WARNING If Ird bolts are missing replace them with spares/f you ha e I wno spare 1►tl bogs fasten the lid with a self thpping screw and immediately, -y call`your Dealer forreplacement bolts It the hd rs unbolted orn 921 1! or �� ,,� � k �,�`E� �x "�� �user are damaged,be sure fo securely block access to the tank opening -� �, � � ,� ,^.before leaving the site Open tanks are hazardous;and children or adults . who try to enter them maybe seriously rnlured asphyxiated or drowned ��"' If you need to clean the sheets remove the RSV so that solids can freely drain back to the tank.Then clean the sheets one by one with the AIM-OM-ATX-1,Rev.1.1,10/08 Copyright Orenco Systemse,Inc.Property of Orenco Systems®,*Inc.Do not reproduce or distribute without written authorization from Orenco:800=348.9843L ''���..e1 � �- .'r+ r '3�sfi^"h �• '�i - ' t�v""4,t '4•e e s #el 'g � l :•stir � � r .�.� a,°�,r�"„YL `T x R -��-..�„F,a .� _.-5 r.. 1>� e x :� � t�, - ss:q�.€ F'AI.�F f�'1 �a��i�?r�' �e.os� $ ice".`„ -,.,ham ti.+.�fii 3. � 'i':�+�-' S- b ��� - s F.'�' �"tro ._ �F� �'T•� r r4 m�i. -�= a �3§,t ,'���; PA�,RTti �1 }ST�A4'RT UP A�NDf ROUTINE°MrA�INTENANC2E; � f ;��t� J k 4 .Y"'.�"� � -- ® ra`ry Sce to dare �[�Tce can �e `.1 ■ 1. 1 1 1 1 / • 1•• 1 • •e• 1 e / a •e- e e /• / / e ■ 1 • e •. e • • •. • ■ -1 1 1 1 e ■ i s r 4r amb • �'II 1 . 1 e / 1 .1/ '/ e r' [ 'w °.``•`� „1 , `�,,; .. -_-'�'3ry.5•„3 - xt' .1. -e'e '1. '1 999 NAM a`x� ga<'". _*� f, 6�ks � �. �' ���� � 1 1• '1 1 1 /• 1 11 / 1 •1 er 19 D • r'ArlwanTex® Field Maintenance Report Unscheduled Property 0—r/Tracking .Site Address Contact Phone AX Site ID# County ID# Pod# 'ITU#NL# Date of Last Inspection Dispatcher Comments Cause of Malfunction:❑ Mechanical ❑Process-Related' Date: Time: Notification of site condition Services Rendered: ❑Made by VeriComm®Monitoring System ❑Made by Homeowner ❑Other Site condition at time of call ❑Alarm ❑Tank Overflow - ❑Odor ❑Sewage Backup ❑Other Parts Used:W=Warranty,B=Billable(✓appropriate selection) Field Sampling/Observations W B Item Number Description ❑Necessary ❑Not necessary NTU(15 s NTUs) pH(679) DO(2-6) Odor of Sample. Typical ❑Musty' ❑Earthy ❑Moldy Non-typical ❑Sulfide ❑Cabbage ❑Decay i Conditions at site Notes/Final Recommendations: Alarm On ❑Yes ❑No (IPyes,alarm type ) Elsystem performing;no further action needed ❑Additional service needed 1 Tank Liquid Level ❑Normal ❑High ❑Low.. Pump Operational?❑Yes ❑No - Circuit Breakers Final/Safety Inspection: Recirc........❑Tripped❑On ❑Off Lids bolted on? ❑Yes ❑No Discharge.....❑Tripped On ❑Off ) Controls......❑Tripped❑On [:)Off (If damaged,comment Control Panel reactivated? ❑Yes ❑No VCOM•ATRTU Board:(if applicable) Circuit Breakers: Document the panel status by shading the appropriate inputs and outputs as indicated by the yellow and red LEDs. Recirc: ❑On ❑Off Discharge: ❑On ❑Off Controls: ❑On ❑Off Inputs O O Q ® O .6 (2) ® Time at Site Travel Time Total Time outputs 0 © 3 Power ❑,On❑Off❑Flashing (Green LED) Signature Date Time Fax completed form to 1-866-384-7404 AIM-OM�ATX-1,Rev.1.1,10/08. Copyright'Orenco Systems®,Inc.Property of Orenco System;8,.Inc.Do not reproduce or distribute without written authorization from Orenco:800-348.9843. • e e x- Unscheduled Maintenance Procedures Field .Sampling/Observations If you receive an alarm call or phone call that requires a visit to an ❑ Necessary AdvanTex site,download the Field Maintenance Report,Unscheduled from ❑ Not necessary www.advantexservice.com.The top of the form should be pre-filled with information about the site.If any information is missing,fill it in. If the cause of the problem is not immediately apparent,use proper techniques(described in the"Performing Scheduled Feld Maintenance' Depending on the type of problem that caused the alarm,you may not section)to sample effluent from the RSV.Do this first so that subsequent need to check all the boxes-they're just there to reduce the amount of activity will not contaminate the sample.Test the sample's clarity,pH,and writing you have to do.But do use the notes areas to record any repairs dissolved oxygen,and record the results on the form.Also check the box or adiustments you make,and to document anything unusual.These that describes the odor of the sample. notes may help you on future service calls,and they help Orenco and your Dealer identify patterns of problems. Conditions at Site We recommend that you send a copy of this form to the homeowners Alarm On ❑Yes ❑ No after your visit.This reinforces any advice you may give them about proper (If yes,alarm type ) use of their system.It also reassures them that the VeriComm®monitoring system is working and that you are diligently maintaining their system. Tank Liquid Level El Normal ❑ High Low Notification of Site Condition Pump Operational? . El.Yes 0 No El Made by VeriComm Monitoring System Circuit Breakers . ❑ Made by Homeowner Recirc ❑Tripped ❑ On El Off .13`Other Discharge ❑Tripped El On El Off Indicate whether you learned about the problem from the VeriComm Controls El Tripped D On ❑ Off system,from the homeowner,or some other way—perhaps from a neighbor. . Record the status of each part of the system on the form.Use the"Notes" field to describe problems in.more detail. Site Condition at Time of Call VCOM ATRTU Board (if applicable) ❑Alarm Shade the appropriate circles to indicate which inputs(yellow).and outputs ❑Tank Overflow (red)are active on the ATRTU board inside the panel,and record the status ❑Odor of the green power light. ❑ Sewage Backup z a ❑ Other � k Describe the condition that prompted the alarm. t. 6 WARNING_Do not-enter tank Entenng a tank without proper confined Red output space pr d res and equrpmeirt can cause senous�rnyury asphyxiation '�' LEDs Yellow input LEDs Green power LED Copyright Orenco Systems ,Inc.Property of Orenco Systems ,Inc..Do not reproduce or distribute without written authonzatlon from Orenco:80t)-348-9E! . AIM-OM-M-1,Rev.1.1,10/08 Cn - D Cause of (Malfunction Final/Safety Inspection ❑Mechanical WARNING/fhd bolts are missf g replace them t spareslf you have no, ❑ Process-Related spare hd bolts fasten the hd with adself tapping crew a d�mmed�ately call When you have found the cause of the malfunction,record whether your Defiler forvreplacementDolts If the hd�is unbolted ortf tfie 6d or user are damaged be sure to securely block access to the tank opening before leaving it is a mechanical problem(such as failure of a float or loosening of a the srte Open tanks are hazardous and children or adults who try to enter connection)or a problem with the biological processes in the system them maybe seriously m�ured asphyxiated or drowned r= (such as recirculation ratio,system abuse,or insufficient ventilation). Describe the problem in as much detail as possible in the space provided: Lids bolted on? ❑Yes ❑ No Services Rendered (If damaged,comment ) Describe what you did to correct the problem. Control panel reactivated? El.Yes ❑ No Parts Used Circuit Breakers: . Record any new parts you installed.Check the appropriate box to show whether they are covered under warranty or billable to the customer. Recirc: ❑On ❑ Off Discharge: ❑On ❑ Off (Votes/Final Recommendations Write down any observations about this incident that will be useful to you, Controls: El On El off the homeowner,your AdvanTex Dealer,or Orenco. Verify the condition of system components upon leaving the site. Time/Date/Signature Record time at site and travel time. Sign and date the form.Then fax it to the number at.the bottom.The bar code at the top will ensure that a PDF of the form will.go into.the Service Provider's inbox on advantexservice.com,for assignment to the appropriate site. Make a copy of the form and send it to the homeowner,along with the invoice. i A VOWATX-1,Rev.1.1,10108, Copyright Orenco Systems;,Inc.Property of 0renco Systems®,Inc.Do not reproL e.or distribute without written authorization from 0renco:800-348*984*3 - ® e AdvanTexServicecom Change of Service Provider Authorization-Form Property Owner SRe Add— . Contact Phone -d i RTU 7/A 1 B - Fill this form out completely, have it signed by the Homeowner,.and fax.to. 1-541-459-2884 Previous Service Provider: New Contract Start Date: Additional Comments: New Service Provider Company New Service Provider Signature Date As the homeowner,you acknowledge that you are not under contract with any other.Authorized Service Provider as of the"New Contract Start Date,"noted above. Homeowner Signature. Date Fax completed form to 1-541-459-2884 Copyright Orenco Systems®,Inc.Property of Orenco Systems®,Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843. AIM-OM-ATX-1,Rev.1.1,10/08 B c a Mo ---- ,.-Z'- - Consistent maintenance is important to ensuring the excellent will need to have access to the site information for that system..Before performance of AdvanTex Treatment Systems.So,when a service meeting with the homeowners,you should log onto advantexservice.com contract expires,it must be renewed,either with the existing service and do the following: provider or with another Orenco-authorized service provider.Our Web site, • Print the Change of Service ProviderAuthorization Form. advantexservice.com,provides tools to help with this effort. • Fill out the form,including the site information,previous When a service contract expires,contact the homeowners and offer a service provider's name,start date of the new contract,and " renewal.If the homeowners renew the contract,update the information in any explanatory comments. • I the advantexservice.com. Have the homeowners sign e form. Add your name,company name,and signature and fax the If the homeowners do not renew the contract within 60 days,notify form to Orenco at the number on the bottom. the Dealer(f the system is still under warranty)and make a note in Once the form is received,you will have access t o the.site inform advantexservice.com.If a service contract is required bylaw,notify the coun or other re ulato 'urisdiction as well -ation for that system,so you can schedule the next service call.In g ry 1 addition,the automated system will archive an image of the form on When homeowners do not renew their service contract with their current advantexservice.com for future reference. service provider and select you to be their new service provider,you VV M-ATX-1,Rev.1.1,10708� • � Copyright.Orenco Systems•,Inc.Property of Orenco systems•,Inc.Do not•reproduce or distribute without written-authorization from Orenco:800-348.9843. I I r O �W-0 . _ - - The following chart shows recommended timer settings for a new system. 2 10 sec(0.17 min) 20.00 • 'Assumes water usage of 50 gal.(190 Q per person per day and a return recirculation 3 15 sec(0.25 min) 19.75 ratio of 3:1 (Filter recirculation ratio of 4:1). 4 . 20 sec(0.33 min) 19.45 Override OFF cycle time is set at one-half of the OFF cycle time. Override.ON cycle time is set the same as the ON cycle time. 5 25 sec(0.42 min) 19.70 6 30 sec(0.50 min) 19.50 As you gain experience with a system,you may conclude that you need to make adjustments,sometimes significant ones.This worksheet is intended to help you deter- mine appropriate start-up timer settings(Pump ON,Pump OFF)for a single-pod AX20 system.Typical values and ranges are provided for each parameter.If you have any questions or if your values fall outside the desired ranges on this worksheet,contact your Dealer Number of.people 3 Range of 2 to 8 people: Water usage per person . 50 gpd(190 Ud) Typical daily average is 50 gal.(190 Q-perperson. Qi Actual daily flow(totaq 150 gpd(570 Ud) (Number of people) x(water usage per person). Rb _ Return recirculation ratio 3:1 You can adjust this ratio(return flow to forward flow)up or down depending on system per Rt Filter recirculation ratio 4:1 formance.(Range of 2 to 6.) Total daily flow to AX20 600 gpd(2280 L/d) (Actual daily flow)x (return recirculation ratio+1).Must be 5 3000 gpd(11,370 Ud). Actual flow should not exceed 500 gpd(1895 Ud).(500 gpd x 6:1,Rb 3000 gpd) Qd Actual pump dose rate 33.3 gpm(126 Umin) Determine this value by field-testing or by using Orenco's PumpSelectTM.Start at the low end. Td Pump ON cycle time(dose) 0.25 min Select a value between 0.17 minutes(10 seconds)and 0.75 minutes(45 seconds). Tr Pump OFF cycle time(rest) 19..75 min See Pump OFF equation below. Plugging in the above values and rounding results in the following: 1440 Td • Qd 1440 • 0.25 • 33.3 T, = —Td T = — 0.25. = 19.74=19.75 �Rb+1 Q; +1 150 After you determine your Pump ON and Pump OFF times,double check to make sure your start-up settings fall within the cycle time(CT)range,below.If they don't,make adjustments per the"Note." ADDITIONALPARA IT Cycle time 20 min Low flow applications may result in cycle times of an hour or more,which can cause the media to dry out or odors to develop in the recirc tank.If IT is much more than 30 minutes, consult your Dealer or Orenco for suggested adjustments. Pump cycles per day 72 cycles 1440 min/day_(OFF cycle time+ON cycle time).Must not exceed the pump's maximum rated cycles of 300 cycles per day. Gallons per cycle 8.3 gal.(31 Q With 68 orifices and using the Td range recommended above,you will maintain the recom- mended 0.08 to 0.25 gal.(0.45 to 0.95 Q per orifice per dose. Copyright Orenco Systems®,Inc*Property of 0renco Systems•,Inc�.Do not reproduce or distribute without written authorization.from 0renco*800-348-9843. AIM*OM*ATX-1,Hev.1.1,10/08 Orenco will provide the float and RSV settings for tanks that are approved for use with AdvanTex Treatment Systems in your.area.Service Providers are simply required to verify that the float and RSV settings are correct. This diagram shows how these settings are established for AdvanTex Treatment Systems that use a VenComm®Control Panel.The diagram shows both a Mode 1 and a Mode 3 setup.For Mode 1 setups,the recirculating splitter valve(RSV)is installed in the second compartment, with the Biotube pump vault.For Mode 3 setups,the RSV is installed in the first compartment,under the inlet riser. II h { - Mez- NOTE:Maintain a minimum Ya in. w u ` NOTE:Maintain a minimum Yn in. 'ARPper foot(20 mm per meter,or 2%) J per foot(20 mm per meter,or 2%) slope from the pod outlet to the 4 slope from the.pod outlet to the RSV inlet. 4 RSV inlet � �: �,�•z r�.. _ '^^ma's _� �.,x - . -- — -- --- - — ---———— —— ——— ——-— - - --- -- —' --— —— ——— —— -- - �---- - — — 12"(50 mml T,(50 mm) i - -- — - -— ——— — — --—————— ——- - High wateralarm-——— —— ——— —— — —— - -- -- - - ---- - --------min.2' override timer — — ——— —— — — — ——— — —— ——— - -— - (50 mm) —— 3_.approx.Y' Normal 100.1 discharge 150 mm) approx.6" Surge volume approx.6" (150 mm) (approximately 25D gallons)(9501) (150 mm) RSV NonaaWowoperatmg l(1i10°6 liquid cars) - cage (1pp mm) Lsw-wateralarm(redundant off = - AT 44 L. s G¢ NOTE Far Model -z installations,the Standi Flow.,through port`n baffle RSV will be located in `I X the second comparonen at the tank. NOTE:For Mode 3 installations, the Duckbill RSV will he located in the first compartment of the tank. 60%to 701k. of X AWOM-ATX-1,Rev.1.1,10/08. •Copyright Orenco Systems® Inc.Property of Orenco.Systems®,*Inc.Do not reproduce or distribute without written authorization from Orenco:800-348.9843. Tgg ypical RSV Levels. x For stinger pipe lengths up to 24 in.(600 mm)long,the"normal low operating liquid level will be approximately 5-6 in.(1.25-150 mm)below the top of the RSV cage.-(The normal low operating liquid level is the level e at which 100%of the filtrate returns to the tank.)For most residential applications,the recommended surge volume—the volume between the low liquid level and the high water alarm float—is approximately 250 gallons(950 Q.For Mode 3 installations,the duckbill model RSV, Standard internal spfise hov which has a flexible PVC tube that vents the RSV cage to atmosphere,is required. Typical Float Levels Be sure to check the plans for any site-specific or tank-specific float wY settings.The to float is normal) set.e ual with the tank's invert of inlet. 9 • P Y q The bottom float should be approximately 4 in.(100 mm)below the normal low operating level. t a x`a`�: ,. -�"jj_ k `tea,, .... _°= .NOTE Befi?re leaving the see ve/ny�at�1e !ow water alarrn�edundant External splice Box off.-float rs posrtroned at least 70 rn (250 mm�below the top of the LtSV ° - - - IX. d mm) N✓a31100°G dischaige IS RSV° r1 cage. i Ef � : I i i copyright,Orenco Systems;Inc Property of Orenco Systems®,Inc.Do not reproduce or distribute without written authorization from Orenco:800-348-9843.` AIM-OWATX-1,Rev.1.1,10/08 t ® e I f i w Orenco Systems' Incorporated Charging the Way the Wald Does Wattrw="A Advan Tex Treatment System AN Models meet 800-348.9843 541-459-4449 the requirements of ANSI-NSF Standard 40 for www.orenco.com www.oreneo.eom 0--r Classl5)s ms. www.vericomm.net M-OM,-ATX-1,Rev.'1.1,10108• Copyright Orenco Systems®,*Inc.Property of Orenco Systems®,�Inc.Do not reproduce or distribute without written authorization from Orenco:800-348. AI 9843. i Onsite Wastewater Collection 9 Troatment Systems s r}a l 1' FJ AX c c ,.c�s�rtr g Fi 1%= I I s vn 9 H How ' � - � �� � � � � � __� � . � our va er= -- =e M_ Congratulations! - And your service provider should Your home includes reliable, - — have a copy of this manual: It's carefully engineered equipment available on our Document manufactured by Orenco Library, at wwworenco.com. Or. Systems®,Inc.—for the collec,- _ call 800-348-9843 (541-459- tion and/or treatment of house- _ - - 4449) and we'll send you hold wastewater. another. When properly designed and installed, onsite Your system will also work better and last longer if wastewater treatment does a terrific job of decom- you learn what can go into it—and what can not. ,posing household waste and recycling precious Little effort is required.Just read and practice the water resources. Our systems use little energy and "do's and don'ts"that follow.Every member of your frequently outperform municipal sewage treat- household should be familiar with these.And if you ment plants. The treated effluent is often returned have guests who want to "help out in the kitchen;' harmlessly to the soil,where it receives final polish- be sure to tell them,too.With this preventive main ing and filtration for groundwater recharge.There's tenance,along with periodic inspections,your onsite no degrading of our nation's rivers and oceans . . . wastewater system should function for decades.And which is so often the case with municipal sewage. you'll save water,energy and pumpout costs,too! As with any engineered system,such as your car or There's a place on the back of this Homeowner's your heat pump,your onsite wastewater system will Manual to record"Important System Facts."If those work better and last longer if it is regularly main- have not been filled in for you,please record those tained by a qualified service provider. Your service now,before you file or shelve this manual.And give provider should be present during installation, so a copy of these facts to your service provider, espe- he or she is familiar with your system, especially cially if your service provider changes.You'll be glad those service lines, conduits, and connections that you did. get buried. �'�her�e are a-number o>�do's and�nn'ts thatwall"�elg�"ensnre a longl�e and m'uumal maintenance for your system.. g _ -�4 As a general rule,nothing should be;disposed unto any wastewater system that�fiasn't first been tngr�sted, other than toilettassue,mild detergents,and wash water Here are some addttonal guidelines D00'.t Mr flush the following down the drain: `:, \ t • Egg shells,cantaloupe seeds,gum, 1 I coffee grounds 6 :� w. s :, • Tea bags,chewing tobacco, . — r Ian cigarette butts �._. �_,-' • Condoms,dental floss,sanitary DOn't flush dangerous and damaging 00 collect grease in a container and dispose napkins,diapers substances into your wastewater treatment with your trash.And avoid using garbage • Paper towels,newspapers,candy wrappers system.(Please refer to the"Substitutes for disposals excessively.Compost scraps or • Rags,large amounts of hair Household Hazardous Waste,"on the next dispose with your trash,also.Food by-products • "Flushable''wipes,baby wipes,medicated panel.)Specifically,do not flush... accelerate the need for septage pumping and wipes cleaning wipes • Pharmaceuticals increase maintenance. • Excessive amounts of bath or body oils -- "FLUSHABLE"WBNIPESARE • Water softener backwash • Flammable or toxic products �, = • Household cleaners,especially floor wax , _ 1 I DISPOSE mi TRASH1. and rug cleaners • Chlorine bleach,chlorides,and pool or /spa products ®OBIT plumb water softener discharge brine ` , -- into your wastewater system.(The softened • Pesticides,herbicides,agricultural DO keep lint out of your wastewater treatment WATER is OK,just not the BRINE that's chemicals,or fertilizers system by cleaning the lint filters on your produced during the regeneration cycle.) washing machine and dryer before every 00 route the brine around your wastewater load.Installing a supplemental lint filter on your washing machine would be a good item so it discharges directly into the soil.. 5 This is A cost-effective solution that ensures precautionary measure.(This normally �._ the long-term performance of your system takes just a few minutes.Lint and other such and the biological processes that occur materials can make a big difference in the aside it. frequency and cost of pumping out your `4 primary treatment tank.) Water softener brine interferes with nitrogen 000 t use special additives that are touted _ removal.And it degrades treatment by to enhance the performance of our tank or interfering with the settling process inside the y tank Without proper settling solids grease system.Additives can cause major damage and oils are carried through your system, to other areas in the collection system.The �" -' � �"�=—. clogging components.This increases your natural microorganisms that grow in your _ 1 costs by.. system generate their own enzymes that are sufficient for breaking down and digesting ,� • requiring the tank to be pumped more nutrients in the wastewater. often(at hundreds of dollars per pumpout) DO use your trash can to dispose of substances . requiring filters to be cleaned more often that cause maintenance problems and/or increase the need for septage pumping. • fouling drainfields and other downstream equipment Scouring cleaners &powders: �GuR E - i `I I Sprinkle baking soda on a damp sponge or I I �O•' , -;� '� add 4 tbs(50 g)baking soda to 1 qt(1 L) warm water Or use Bon Ami cleanser;it's cheaper and won't scratch. Carpettupholstery cleaners: Sprinkle dry cornstarch or baking soda on, then vacuum.For tougher stains,blot with 000't ignore leaky plumbing fixtures;repair 000't leave interior faucets on to protect water white vinegar in soapy water. them.A leaky toilet can waste up to 2,000 gal- lines during cold spells.A running faucet can Toilet cleaners: Ions(7500 liters)of water in a single day. easily increase your wastewater flow by 1,000 Sprinkle on baking soda or Bon Ami;then That's 10-20 times more water than a house- to 3,000 gallons(4,000 to 12,000 liters)per scrub with a toilet brush. hold's typical daily usage.Leaky plumbing day and hydraulically overload your system.. fixtures increase your water bill,waste natural Instead,properly insulate or heat your faucets Furniture/floor polishes: resources,and overload your system. and plumbing. To clean,use oil soap and warm water.Dry _ with soft cloth.Polish with 1 part lemon juice and 2 parts oil(any kind),or use natural products with lemon oil or beeswax in mineral oil. l i I I Metal cleaners: _ ifl / • Brass and copper:scrub with a used half of lemon dipped in salt. • Stainless steel:use scouring pad and D00't use excessive amounts of water.Using 00 use substitutes for household hazardous soapy water. 50 gallons(200 liters)per person per day is waste.Replace the following hazardous • Silver:rub gently with toothpaste and typical.If your household does not practice products with products that are less soft wet cloth. any of the"water conserving tips"below,you environmentally harmful.The hazardous Oven cleaners: may be using too much water. cleaners are listed below,followed by the Quickly sprinkle salt on drips;then scrub. D0 conserve water: suggested substitute. Use baking soda and scouring pads on older •Take shorter showers or take baths with Ammonia-based cleaners: spills. a partially filled tub.Be cautious about For surfaces,sprinkle baking soda on a G excessive.use of large soaking tubs. damp sponge. Don't let water run unnecessarily while • Or for windows,use a solution of brushing teeth or washing hands,food; 2 tbs(30 mL)white vinegar to I 1 f dishes etc. 1 qt.(1 L)water.Pour the mixture into a spray bottle. ` AHugo, • Wash dishes and clothes when you have a M� full load. Disinfectants: ---_ • When possible,avoid doing several loads Use borax:1/2 cup(100 g)in a gallon in one day. (4 L)of water;deodorizes also. Laundry detergents: • Use water-saving devices on faucets and Drain decloggers: Choose a liquid detergent(not a powder) showerheads. Use a plunger or metal snake,or remove that doesn't have chlorine or phosphates. • When replacing old toilets,buy low-flush and clean trap. models. i Don't enter your tank,ever!Gases DORI dump RV waste into your - +�` L that can be generated in the tank wastewater tem.It will increase IA-1 + b / L.W and/or oxygen depletion can be the frequency of required septage F _ z fatal. pumping.When dumped directly �a 4into the pumping vault RV waste Do keep the tank access - clogs or fouls equipment,causing ilo �4 lid secure t0 the riser at undue maintenance and repair - `" all tlmeS with stainless steel lid costs.(Also,some RV waste may bolts.If bolts are lost or damaged, contain chemicals that are toxic or that may retard the biological call your service provider immediately for bolts.Or call Orenco at digestion occurring within the tank) (800)348-9843 or+1 (541)459-4449•If the tank lid becomes Don't ever connect rain gutters or detached from the riser or if the lid or riser becomes damaged, storm drains to the sewer or allow ,f - BLOCK ACCESS TO THE TANK OPENING IMMEDIATELY AND KEEP i ' surface water to drain into it.And ) CHILDREN AWAY until all repairs are made. don't discharge hot-tub water into ;,-�O' DOn t drive over your tank or any your system.The additional water , NrQ�it` buried components in your system, will increase costs and reduce !\ unless they've been equipped with the capacity of the collection and r --,0 -- .,o ,�: a special traffic lid.If the system is treatment systems.It can also wash �-- -- -= — — subject to possible traffic,put up a excess solids through the tank, barricade or a row of shrubs. and,for properties with drainfields, additional water can flood the drainfield. DOn't dig without knowing �`. the location of your wastewater system.As much as possible,plan landscaping and permanent outdoor structures before installation. But easily removable items,such as bird baths and picnic tables, are OK to place on top of your system. DO locate your electrical control Dun't turn off the main circuit breaker to the wastewater pumps panel where it will be protected when going on vacation.If there is any infiltration or inflow into / i from potential vandalism and the system,the pumps will need to handle it. have unobstructed access. 00 familiarize yourself with the location of your wastewater system —' and electrical control panel.Refer j to the panel's model number when reporting a malfunction in the system. 00 make arrangements with a reliable service person to provide fill regular monitoring and maintenance,and place the service person's phone number on or in your control panel! 00 remember that the audible alarm can be silenced by pushing the lighted button located directly above the"Push to Silence label on the front of the electrical control panel.Hold the button until the alarm goes off.With normal use,the tank has a reserve storage capacity good for about 24 hours. I ' w All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma: 02675 www.allcapeenvironmentalservice.com Operation .& Maintenance Service.Contract For Orenco Advantex AX20 This Contract is between <Homeowner> (hereafter referred to as "Owner") and All Cape Environmental Inc. (hereafter referred to as "ACE") for Operation & Maintenance of the treatment system Fisted below (hereafter referred to as the "System") System Owner;<Homeowner> System Address; 280 Long Beach Road, Centerville Permit Information; Management. Level; General Contact Information; 1. Maintenance and Other Services. ACE agrees to provide the following services to Owner during the Term of this Contract; (See attached Schedule C for additional &specific service requirements related to ADVANTEX system) L.I.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 1,2,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) _ 1.3.Field.Sampfing, ACE agrees to field sample effluent samples for PH, Temperature, DO, and Turbidity. All meters to be in good working order and calibrated per manufactures requirements. 1.4_Laboratory lnfluent&Effluent Sampling.ACE agrees to pull influent &effluent.samples for laboratory analysis from a Massachusetts Certified Laboratory, per DEP and Town.Board of.Health requirements <Influent Sample Interval>, <Efuent Sample Interval> Z,S.Influent Testing for;<Influent Testing> 1 w. l All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alIcapeenvir6nment8lservite.com 1,&Effluent Testing for;BODs, TSS, NH3, TKN, NO2, NO3, and TN (calculated NO2+NO3+TKN) 1,7,Pumping.ofHolding 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. 1.8.Emergency Service Calls. ACE agrees to provide emergency service calls as provided in Section C 1.9.Warranty Service.ACE agrees to provide warranty service as provided by manufacturer and Section C 2. Payment for Services. Payment for services will be in accordance with Schedule D 3. Contract Term. The term for this contract shall start on TBD 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 anytime regardless of the reason S. Limits on Contract Services. Actual contract fee covers only the specific services asset 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 'L Make and Model; Serial No; State Permit# Town Permit # Management Level &Testing/Inspection information (list town requirement and tests required): 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; SCHEDULE C —ADDITIONAL TERMS AND CONDITIONS OF CONTRACT This Schedule C is part of the attached.Maintenance Contract between Owner and ACE.. This Schedule contains additional terms and conditions of the Contract. C1.1 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 for any parts, repairs, or pumping except for covered warranty items.and or items specifically listed above 3 11 Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com C4. Emergency Service Calls. ACE agrees to provide Emergency Service calls for System in accordance with the following. C4.1.Availability. Emergency services.will be available for response within 24 hrs. C4.2 Cost for Call... Emergency Service fees asprovided 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 maybe covered under warrantee. i CS. Warranty Service. ACE agrees to provide.all services and secure replacement parts for the System to the extent covered by the Supplier's component warranty program, and ACE will communicate with the Supplier to secure the benefits of the warranty program for Owner when they apply. The Supplier makes all decisions on component warranty program coverage. Any dispute on warranty coverage, service or installation instructions, or parts will be between the Owner and the Supplier;and Owner shall not hold ACE liable in connection with any such dispute. C6. Dependence on Owner's Representations. Owner represents that he or she owns property listed in Schedule rB is true and accurate.. In entering into this Contract, ACE has relied. on those representations and ACE representative's own observations. Owner understands that.any inaccuracy of the information Schedule B or any future change in that information could void ACE's and Supplier's obligations under this Contract and could require replacement of the System and or other parts of the Septic System with equipment having a greater capacity, all.at Owner's expense. C7. Access to Owner's Property. Owner agrees to provide ACE with access to the System and all other parts of the Septic System, as well as to the water and electrical systems at the property, at all reasonable times as may be needed for ACE to perform its obligations under this Contract and to perform such testing as may be required by regulatory agencies. -C8. Extension of.Contract. This contract shall. renew automatically provided Owner is current with all required payments and renewal fees are paid. i L , 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 Contractor 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. 4 - i All Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.alIcapeenvironmentalservice.com C10.2 by Owner. This Contract may be terminated by Owner: (a) if ACE defaults in performing any material obligation under this Contract and the default continues for more than 30 days after Owner gives notice of the default to ACE, (b) if Owner transfers the property, as contemplated by Section C15 below, (c) if the owner removes the system per all applicable laws and regulations, or (d) -if Owner replaces the System with a different system. C11. Effects of Termination. Upon termination of this Contract by early termination pursuant to Section C10 above or by expiration of its Term: (a) ACE will notify all applicable governmental agencies and Licensor of the termination.(but that notice might not relieve Owner of any obligation of Owner to give similar notice) and (b) all obligations of Owner, ACE and Licensor under this Contract will cease, except that termination shall not relieve any party of any liabilities owed to the other that accrued prior to the termination. C12. Payments. Fees and payments are covered under:Schedule D_ . C13. Defaults-in Payments for Services, Etc. C13.1 Applicable to Contract Fees, Service. Fees, and Parts The provisions of this Section, C11 shall apply not only to the fees provided for in this Contract but also to all other amounts that may become owing by Owner to.ACE for any services and for any parts that ACE may provide in connection with the System or the Septic System.. C13.2 Late Payment Fee. Any payment made more than 30 days after it is due will incur a late payment charge equal to 2% of the.amount due. The late payment charge will be due as soon. as ACE sends Owner a bill that includes it. C13.3 Interest. In addition, all amounts unpaid more than 30 days from the due date will incur an interest charge calculated at a rate equal to the lesser of 2% per month or the maximum rate allowed by applicable law. In such cases interest will accrue, on a daily basis.using the above rate, from the 301h day of after the due date until the date of actual payment.. C13.4 Collection Costs In addition, ACE shall be entitled to recover its actual and reasonable costs incurred in collecting any such overdue amounts, including reasonable attorney's fees and court costs.. C14. Changes in, Regulatory Requirements. 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. ClS.. 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. 5 All_Cape.Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironmentalservice.com C16. Assignment by O&M Provider. ACE may assign its rights and obligations under this Contract to any O&M Provider of the System who has been authorized by the Licensor to provide maintenance service, provided that the new service provider assumes ACE's obligations under this Contract. Without assigning its rights or obligations under this Contract, Licensor shall have the right to retain subcontractors or other agents to perform some or all of the . services called for in this Contract. C17. Force Majeure. If Supplier, ACE or Owner is delayed or prevented from the performance of any act required under this Contract by reason of Act of God; strikes, lockouts, labor troubles, inability to procure materials (including energy), power, casualty, inclement weather, restrictive governmental laws, orders or regulations, riots, war or another reason of a similar nature not the fault of the party delayed in performing the act required under this Contract, then the requirement for performance of the act shall be extended for a period equivalent to the period of such delay. This.Section shall not, however, operate to excuse Owner from prompt payment of fees or other charges covered by this Contract. C18 Notice. Any notice or similar communication required to be given pursuant to this Contract shall be validly given if set forth in writing and if that writing is delivered personally or delivered via facsimile transmission to any phone number for such messages set forth in this Contract (with confirmation) or if the writing is sent by first class such other facsimile number or address for which notice of the change has been given to the other party). C19 Miscellaneous (a) Law Applicable, This contract shall be governed and construed under the laws of the State of Massachusetts without regard to its principles of conflict of laws. (b) Amendment, Except as otherwise expressly provided herein, this Contract may not be amended except by written agreement signed by both parties. (c) Heading, The section headings in this Contract are for ease of reference and shall not affect the meaning of any of the provisions of this contract. (d) Inflation Index, Any increases in the cost of maintenance will occur at the Annual anniversary of the Agreement and be based upon the following: Increased labor costs not to exceed the National Consumer Price Index (CPI) percentage change (January to January of previous year), increases for equipment and parts not to exceed factory increases. .SCHEDULE D— FEES AND PAYMENTS D1. Service &Inspection Fees. Annual service and inspection fees are due Pre-pay and are.calculated as follows; D1.1 Inspections- Quarterly inspection at a rate of $200.00 per inspection D1,2 Maintenance&Service- Quarterly (to be combined with inspections) All Cape Environmental Services Inca 7 Stratford. Lane Yarmouth Port Ma. 02675 www.alicapeenvironmentalservice.com D2. Emergency Service Fees. Will be charged at the rate of$150.00.for the first hour then $125.00 per hour for the next 3 hours. After the first 4 hours the rate will drop to $90.00. Owner may request.a quote for the repairs. D3. Unscheduled Repairs &Service Fees.Will be charged at the rate of $125.00 per hour for the first four hours then $90.00 per hour after that. Owner may request a quote for work to be done. D4. Laboratory testing Fees; : Cost per Cost per, :Analysis test. Analysis test BOD5 $ 31.20 NH3 $ 27.04 TSS. $ 19.47 Alkalinity $ 1936 NO2 $ 27.04 TN $ 73.84 NO3 $ 27.04 CBOD $ 36.40 TKN $ 43.26 Fecal Coliform $ 37.44 Please note that testing fees are subject to change without notice, and pricing is outside of All Cape Environmental's control. Only Massachusetts certified laboratories can be used. D5. Defaults in Payments for Services, Etc. D5,1 Applicable to Contract Fees, Service Fees, and Parts The provisions of this Section shall apply not only to the fees provided for in this Contract but also to all other amounts that may become owing by Owner to ACE for.any services and for any parts that ACE may provide in connection with the System. D5,2 Late Payment Fee, Any payment made more than 30 days after it is due..will incur a late payment charge equal to 2% of the amount due. The late payment charge will be due as soon as ACE sends Owner a bill-that includes it. D5,3 Interest In addition, all amounts unpaid more than 30 days from the due date will incur an interest charge calculated-at a.rate-equal.to the lesser of 2% per month or the maximum rate allowed by applicable law. In such cases interest will accrue, on a daily basis using the above rate, from the 30"' 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 attorneys fees and court costs. Al Cape Environmental Services Inc. 7 Stratford Lane Yarmouth Port Ma. 02675 www.allcapeenvironrrmentalservice.com SCHEDULE E— OTHER TERMS AND CONDITIONS NOT MENTIONED ABOVE THIS SERVICE CONTRACT WILL .BE VALID AND BINDING WHEN .OWNER AND O&M PROVIDER HAVE SIGNED IN THE APPROPRIATE PLACES BELOW. All Cape Environmental Inc. .(Full Legal Name of Owner.) (Full Legal Name of 0&M Provider) By: (Authorized Signature) (Authorized Signature) As: As: Manager (Title of Person Signing) (Title of Person Signing) Date: Date: 8 . Message Page 1 of 6 McKean, Thomas From: Stanton, David Sent: Tuesday, March 12, 2013 9:17 AM To: 'Matthew Eddy'; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Good morning Matt, According to the Town Code, the revised plans were submitted too late for today's hearing. Here is the Town Code reference: 385-4. Hearing, postponement for untimely submission of plan revisions. [Amended 2-19-20081 Any applicant who submits revisions to plans, required under § 385-3 above, less than ten days prior to the scheduled Board meeting shall be required by the Health Department to postpone the variance hearing to a later date. Also, I have not had the time to fully review the revised plans yet. I did come across a few issues that will need to be revised or straightened out before the next hearing. The sooner you can get these revisions in, the sooner we can review the plans so that hopefully we will have a good set of plans to go before the Board at the next Public Hearing. 1. Page c3.0 and exhl.0: The retaining wall detail numbers on the plot plan don't match up with the retaining wall details on the plan. I assume that the detail numbers on the plot plan were left over with the previous retaining wall design specs. 2. Page 2 of the 7 page checklist was not filled out for the materials specifications noted. 3. Page exhl.0 does not list variances 4. Page exhl.0 under General notes#10 says 5' provided, but with our scale, it appears to be about 9' provided 5. Page c3.0 pump curve specs, under parameters it says orifice spacing = 2.5', but on spec detail#211 it says 4.5' and 3.75' 6. Page c3.0 pump curve specs, under parameters it says under orifice size 1/8", but on spec detail #211 it says 3/8" 7. Page c3.0 pump curve specs, under parameters it says number of orifices per zone says 14, but on spec detail#211 it says 4 per lateral (8 total) 8. Please add a solid line showing the 75' setback to the wetland on the North West side of the lot(just like the one you did for the North East. As you know, sometimes the printed plans are slightly off on scale and so when a scale is used it shows it slightly off, so on our print out, it appears just slightly under 75') 9. On the attachment letter for the ground water adjustment using an abutting property, please create a new letter stating that you are using the abutting lots previous monitoring well for this design and attach the already approved letter dated March 15th 2010 to the new letter. (The cross out of 283 and adding 280 above it to the other lots letter makes it appear that the well was done on 280 because the 3/12/2013 Message Page 2 of 6 letter says"An observation well was set on this property...") 10. Need to include the pump chamber variance (septic component< 100' to wetlands) 11. 1 have just started reviewing the new retaining wall and just a note (which you may already be aware of) that it appears the footing of the wall will be in high groundwater(I don't know if that will change the design or not or just have them install at low tide?) As we previously discussed, change the IAA approval number to the General use. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Friday, March 08, 2013 1:46 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Tom, As an additional backup alternative I created this second exhibit plan for the Conventional System EXH 2.0. 1 created this in response to your comment about Brian Dudley approving the SAS reserve under the house since it is on pilings (see my prior reference to Brian's email). This plan keeps the reserve out from under the house which is on pilings and also out from under the steps and sidewalk. I simply made minor tweaks to the length, width and height of the SAS for both the Primary and Reserve Areas. While I still stand by EXH1.0 as originally submitted, I created this second alternative to help alleviate your concern over this issue. Thank you, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING R SURVEYING •78 North Street-3rdFloor •Hyannis,MA02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com APlease consider the environment before printing this e-mail From: Stanton, David [ma ilto:David.Sta nto n @town.ba rnstable.ma.us] Sent: Thursday, March 07, 2013 7:30 AM To: Matthew Eddy; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Thanks Matt, I will take a look at them when I get a minute. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddy@baxter-nve.com] 3/12/2013 Message Page 3 of 6 Sent: Wednesday, March 06, 2013 6:38 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road: 1. Revised Septic Plans—Sheets C1.0, C3.0, C4.0 dated 3/5/2013. 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber Calculations dated 3/5/2013. 1 will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to review with you and Sharon exactly what you want resubmitted. Thanks for your help. Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor -Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail 3/12/2013 Message Page 4 of 6 From: Stanton, David [mai Ito:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 11:45 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, Thank you. You don't have to have Kim drop them off, the electronic copy is fine and like you said it is not relevant for the Board of Health. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Thursday, February 28, 2013 11:29 AM To: Stanton, David Subject: RE: 280 Long Beach Road Hi Dave, As requested to help assist you I've attached a pdf of sheet C2.0 for you. I will have Kim drop off a copy to you. Please note this plan is for Zoning information and is not part of my application to the BOH. Everything relevant to the BOH application is shown on sheets C1.0, C3.0 and C4.0. I will address the comments we reviewed yesterday and shoot to have it to you by end of day tomorrow. I appreciate your help and if there's anything else or questions just let me know. Thanks again, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENG.INEER.ING & SURVEYING -78 North Street-3rdFloor •Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax: 508-771-7622 -email:meddy@baxter-nye.com •WWW.baxter- nnve.com Please consider the environment before printing this e-mail From: Stanton, David [mailto:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 9:33 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, I was going through the full set of plans this morning that you had given me at the end of the meeting. It is missing page C2.0. "layout and dimension plan" according to the index sheet. If you could please drop that off here for me at some point to review would be great. Thanks again for the meeting yesterday, it helped clarify some of the issues. 3/12/2013 i _ J Message Page 5 of 6 Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddyCd)baxter-nye.com] Sent: Wednesday, February 27, 2013 12:50 PM To: McKean, Thomas Cc: Stanton, David Subject: RE: 280 Long Beach Road I'll plan on seeing you and Dave at 3:30. Thanks Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Wednesday, February 27, 2013 11:20 AM To: Matthew Eddy Cc: Stanton, David Subject: RE: 280 Long Beach Road Good Morning, Matthew- I have it on my schedule and David Stanton has it on his schedule also. You are assuming that there are minor comments. I haven't made such an assumption. David has been preparing a list of problems and issues. He informed me that he doesn't know if he will have a complete list ready for you before 3:30 p.m. There are multiple pages (i.e two plans plus several DEP approval letters, etc) for him to review. Tom -----Original Message----- From: Matthew Eddy [mai Ito:meddy@baxter-nye.com] Sent: Wednesday, February 27, 2013 9:53 AM To: McKean, Thomas Subject: 280 Long Beach Road Hi Tom, Just confirming we're on for 3:30 this afternoon. I just want to make sure we're all on the same page and if there are any minor comments to address we get them taken care of. Please confirm and I'll see you this afternoon. Thanks Matt Matthew Eddy, P.E. Managing Partner 3/12/2013 R96' COMMONWEALTH OF MASSACHUSETTS � 71/ EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFF RS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL -RENEWAL Pursuant to Title S, 310 CMR 15.000 Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue Sutherlin, OR 97479 Trade name of technology and models: %M2MNM=N=2�Ms System 1Vlodels AX2 and AX100 (hereinafter the "System"). e AX20 and AX100 units and their technology checklists are attached and are part of this Certification. DEP Transmittal Number: X231954 Date of Issuance: July 14, 2010, Revised July 21, 2010 Expiration date: July 14, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection(hereinafter"the Department") hereby issues this Provisional Approval to: Orenco Systems, Inc., 814 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), approving the Advantex models AX20 and AX100 (hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. July 21, 2010 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. r MassDEP on the World Wide Web: hftp:/Avww.mass.gov/dep �Ra Printed on Recycled Paper Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 2 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 I. Purpose. Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the Technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the Technology during the first 3 years of operation of each system, in accordance with Title 5 —310 CMR 15.286 (7),Provisional Approval of Alternative System. The specific goal of the Performance Evaluation is to determine if the Technology, is capable of consistently meeting the concentration limits for total nitrogen(TN) of 19 or 25 milligrams per liter (mg/L) for installations with design flows less than 2,000 GPD and 25 mg/L for installations with design flows 2,000 GPD or greater but less than 10,000 gpd, in the effluent discharged to the soil absorption system. In areas subject.to nitrogen loading limitations, increases.in the discharge rate per acre may be allowed when the nitrogen concentration discharged to the soil is reduced. The Company is responsible for oversight and sampling of the systems during the Performance Evaluation. For Systems less than 2,000 GPD the Owner has responsibility for continued oversight and sampling of.the system if the property served has a design flow rate per acre greater than 440 gallons per day per acre (gpda) in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace, modify or take any other action as required by the Department or the local approving authority, if theDepartment or the local approving authority determines that the System is not capable of meeting.the required reduction in nitrogen in the effluent. For Systems 2,000 GPD or greater the Owner has responsibility for continued oversight and sampling. II. General Description of the Technology The System is installed_between the building'sewer and the soil absorption system (SAS) of a standard Title 5 system in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of a Title 5 system constructed in accordance with 310 CMR 15.000, subject to the provisions of this Approval. The System is a multi-pass, packed bed aerobic wastewater treatment system designed to treat residential strength wastewater from facilities with a design flow of less than 10,000 gpd. The System is comprised of a pre-assembled, UV-protected fiberglass reinforced plastic (FRP) module that contains a textile media filter, installed on top of a two compartment Processing Tank with a minimum capacity of 1500 gallons. The first compartment receives and separates the raw sewage into three zones: a scum zone, a sludge zone and a clear zone. A flow through port in the tank baffle wall allows effluent from the clear zone to the second compartment of the tank. A Biotube Pump Package installed in the second compartment of the Processing Tank pumps effluent to a pressure distribution manifold located on top of the textile media in the filter module. The effluent is applied at a preset recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be recalibrated if flows vary significantly from projected flows. Effluent from the filter module flows in part or totally to the Processing Tank(where applicable) or to an external pump chamber or distribution box. During extended periods of low flow, all of the treated effluent is returned to the Processing Tank or external pump chamber. Filtrate from the Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 3 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 System textile filter modules flows through a conveyance pipe/underdrain to a flow splitting valve and discharges back to the Processing Tank, or to a final effluent pump chamber for discharge by pressure distribution or to a distribution box for gravity discharge, to the soil absorption system (SAS). The filter modules are equipped with UV protected, removable FRP composite lids and contain one inch of insulation on the underside of the lid. The Biotube Pump Package controls are equipped with high water level override and high water alarm. The alarm and control circuits are connected to an independent power source run from the main power source of the facility. The Biotube Pump Package is designed to allow all piping to drain back to the Processing Tank. The Package is equipped with a removable filter cartridge that is equivalent to a Department approved septic tank effluent tee filter.. Systems designed for residential facilities in excess of six bedrooms, and any design using AX100 units, requires installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226, sized a minimum of 2.2 times the facility design flow and located prior to the filter module. These Systems also include a separate processing or recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons in accordance with the Company's design criteria. Single or multiple System units can be used in combination to serve various sized or multiple facilities. The System can be equipped with a Vericomm or TCOM control panel (CP) which is attached to an Internet web based interface, or connected to a dedicated phone line, that provides continuous remote monitoring, maintenance information, management and control of each individual system. The CP provides the contracted operation and maintenance (O&M)provider with information to manage incoming alarms 24 hours per day through automatic notification, pre-established alarm protocol, a list of all active alarms, diagnostic data and input and review of alarm responses. The CP provides for site management through editable information, a tabular display of all operating data facilitating standard and custom reporting. The CP unit typically transmits report information to the O&M provider and the manufacturer of the System. If enabled, System information can be tracked using AdvanTexdealer.com, a web based program used to track and update site information, manage contact information, generate and print reports and audit checklists. All access ports and manhole covers shall be installed at grade to allow for maintenance of the System. The control panel including alarms shall be mounted in a location accessible to the operator of the System. The use of the Technology under this Approval requires: • Disclosure Notice in the Deed to the property; 0 Certifications by the Company, the Designer, and the Installer; • System Owner Acknowledgement of Responsibilities; a A certified operator under contract for periodic inspection and maintenance; a Periodic sampling; • Recordkeeping and reporting; and 0 An external power supply. Renewal of Provisional Approval Nitrogen Reduction <10,000 gpd Page,4 of 18 Orenco Advantex AX20&AX100 Revised 712112010 III. Conditions of Approval A. Basis for Conditions 1. The term"System"refers to the Technology in combination with any 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. 2. The term"Approval" includes the Special Conditions, Standard Conditions, General Conditions of 310 CMR 15.287, and the approved Attachments. 3. Items required by this Approval include: a) Performance Evaluation Plan (PEP) with sampling and analysis requirements and approved by the Department. The PEP must be submitted to the Department for review and approval within 60 days of issuance of this Approval and meet the requirements of the Department's Guidance for the Preparation of Performance Evaluation Plans < 2,000 GPD, and, Guidance for the Preparation of Performance Evaluation Plans 2,000 GPD or Greater; b) minimum System installation requirements; c) company schematic drawings and specifications; d) Owner's Manual, including information on substances that should not be discharged to the System; e) Operation and Maintenance manual, including but not limited to, operator qualification requirements, inspection requirements, sampling and analysis requirements, recordkeeping requirements, and/or reporting requirements; and f) MassDEP Operation and Maintenance (O&M) and I/A Technology Inspection Checklists. B. Special Conditions for all Systems 1. Department review and approval of the 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. 2. Any System for which a complete Disposal System Construction Permit Application is submitted while this Approval is in effect, may be permitted, installed, and used in accordance with this Approval unless 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. 3. The System Owner shall provide access to the site for purposes of sampling the System in accordance with the Company's technology Performance Evaluation Plan approved by the Department, in addition to providing access for performing inspections, maintenance, repairs, and responding to alarm events. 4� 4; Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 5 of 18 Orenco Advantex AX20&AX100 Revised 712112010 4. The System Owner shall ensure that no permanent buildings or structures, other than the System, are constructed in the area for the installation of all the components of a fully conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system with a reserve area shall not otherwise be disturbed by the System.Owner in any manner that will render it unusable for future installation of a fully conforming Title 5 system. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, the Designer shall not propose and the System Owner shall not construct a new system or an upgrade or expansion of an existing system if it is feasible to connect the facility to a sanitary sewer. When a sanitary sewer connection becomes feasible,the facility served by the System shall be connected to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed in writing by the Department. 6. For the purposes of inspection and maintenance, all System tanks, access ports; and manholes shall have readily removable impermeable covers of durable material provided at grade, except the septic tank access covers are not required to be at grade. The System processing tank's two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. 7. The control panel including alarms shall be mounted in a location accessible to the System Operator. Operation and Maintenance 8. Inspection, operation and maintenance (O & M), sampling, and field testing of the System required by this Approval shall be performed by a System Operator with the following qualifications: a) is an approved System Inspector in accordance with 310 CMR 15.340; b) has been trained by the Company and whose name appears on the Company's current list of qualified operators; and c) has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be included in the O&M agreement required by Paragraph B (9). 9. Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year and include the following provisions: a) The System Operator must have the qualifications specified in Paragraph B (8). L Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 6 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 b) The System Operator must inspect the System in accordance with the Approval and anytime there is an equipment failure, System failure, or other alarm event; c) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or violations of the Approval, procedures and responsibilities of the Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days describing corrective measures taken to the System Owner, the Company, and the local board of health. d) The System Operator shall determine the cause of total nitrogen effluent limit violations if they occur and take corrective actions in accordance with the approved O & M Manual. e) Procedures and responsibilities for recording quarterly or monthly wastewater flows must be defined, see Paragraph C (7), Flow Metering. 10. At all times, the System Owner shall maintain an O & M Agreement that meets the requirements of Paragraph B (9). 11. The System Owner and the System Operator shall properly operate and maintain the system in accordance with this Approval,the Designer's operation and maintenance requirements, and the requirements of the local approving authority. Recordkeeping and Reporting 12. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 13. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. . 14. In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or any violations of the Approval, the System Owner and the System Operator shall be responsible for the written notification of the local approving authority and the Company within five days describing corrective measures taken. 15. Within 60 days of any site visit,the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. The O&M report and inspection checklist shall include, at a minimum: a) for a System failing, any corrective actions taken.; b) wastewater analyses,wastewater flow data, and field testing results;: c) any violations of the Approval; d) any determinations that the System-or its components are not functioning as designed or in accordance with the Company specifications; and Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 7 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 e) any other corrective actions taken or recommended. 16. By February 15th of each year, the System Owner shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 17.•A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. 18. The System Owner shall notify the Approving Authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of the O&M Agreement required by Paragraph B (9). III. C. Special Conditions For Systems less than 2,000 GPD The Technology is approved for use with a System serving a facility with a maximum design flow of less than 2 000 gallons per da subject t g g p y, � o the following"additional conditions: 1. The System may only be installed to serve facilities where a fully conforming Title 5 system with a reserve area exists on-site or could be built on-site in compliance with the design standards for new construction of 310 CMR 15.000, and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully conforming Title 5 system may include other approved alternative technologies in accordance with the conditions imposed on the alternative technologies. 2. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limit and Monitoring Requirements for Systems less than 2,000 GPD, 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except: a) For any facility, an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 25 mg/1 or less, or b) For-ram e deritial facilities only, an increase in the flow rate per acre is allowed up to a design flow up to 660 gpda provided that the facility meets a TN effluen�oimtWof_L9 mg/lwor_less The System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 8 of 18 Orenco Advantex AX20&AX100 Revised 712112010 approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violation of the TN concentration in the System effluent shall not require notifications as required in Paragraphs B(12) and.(13). 4. Prior to Department approval of the Company's Performance Evaluation Plan,the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with Paragraph C (3). Sampling shall include pH,BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection, see "Flow Metering" below. a) Year-round facilities shall be inspected and effluent sampled quarterly. b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample. c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater during inspections when not sampling for laboratory analysis,see DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies.htm4t5pols. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 5. During the Performance Evaluation period,the Company shall follow,the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 6. After the three (3)year Performance Evaluation period by the Company and approval by the Department, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements if the System is subject to a total nitrogen concentration limit in accordance with Paragraph C (3). a). Year-round properties shall be inspected and sampled for at least the TN parameter a minimum of twice/year, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed as determined necessary by the System operator, see DEP Field Testing Protocol at http://Www.mass.gov/dep/water/lawslpolicies.htm#t5pols. Water meter readings shall be recorded at each inspection, see "Flow Metering" below. b) Seasonal properties shall be sampled for at least the TN parameter a minimum of twice/year. At least,one annual sample must be taken 30 to 60 days after each seasonal occupancy: A second sample must be taken no less than 2 months after the first sample. Field testing of the System shall be completed as determined necessary by the operator. Water meter readings shall be recorded at each inspection, see "Flow.Metering" below. 7. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and-sampled by the Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 9 of 18 Orenco Advantex AX20&AX100 Revised 712112010 System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and maybe based on: a) actual metering data of wastewater flow to the system; or b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 8. Field Testing: Turbidity, pH and Apparent Color - Turbidity,pH, DO and apparent color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldeplwaterllawslpolicies.htmgt5pols. 9. At a minimum,the System Operator shall inspect the System:. a) two times per year; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure 10.. The System Operator shall collect samples and obtain analysis results from an approved lab perf orm field testin g required b the Approval p g q and submit results within 60 da s of Y Pp Y the site visit to the System Owner. 11. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen loadings during the Performance Evaluation period, a minimum of three years, the System Owner shall operate the System subject to the requirements of the General Use Certification, if issued, for this technology. III. D. Special Conditions for Systems 2,000 to less than 10,000 GPD The Technology is approved for use with a System serving a facility with a minimum design flow of 2000 gallons per day and a maximum design flow less than 10,000 gallons per day (GPD), subject to the following additional conditions: 1. The approved technology may be substituted for the RSF as a required component of a System designed to serve a facility or facilities with a design flow of 2,000 gpd or more to be located in a Nitrogen Sensitive Area in accordance with the requirements of 310 CMR 15.202. When substituted for the RSF, the design, installation, use, and operation of the System shall comply with all the conditions of 310 CMR 15.202(1)to 15.202(5) applicable to an RSF or an equivalent alternative technology, except those provisions that specifically have been varied by the conditions of the Approval. 2. The System shall include the installation of a septic tank, designed in accordance with 310 CMR 15.223 — 15.229, connected to the building sewer and followed by the Technology installed in series between the septic tank and the SAS. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 10 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - .15.279. Effluent Limits and Monitoring Requirements for Systems 2 00.0 to 10,000 GPD, 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 2.5 mg/1 or less. The System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violations of the total nitrogen concentration in the System effluent shall not constitute a failure of the System for the purposes of reporting as required in Paragraphs B (12) and (13). 4. Effluent Total Nitrogen- The System shall not exceed a TN concentration of 25 mg/I in the System effluent. 5. Effluent BOD5, TSS and pH - If the System is located in a Nitrogen Sensitive Area, the effluent discharge concentrations 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. 6. Prior to Department approval of the Company's Performance Evaluation Plan, the . Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with Paragraph D (3). Sampling shall include pH, BOD5, TSS and TN, unless otherwise stated. Flow shall be recorded at each inspection, see "Flow Metering" below. a) For year-round properties, if the facility is not in a Nitrogen Sensitive Area, the effluent shall be monitored monthly for 36 months and monitored thereafter for Total Nitrogen only on a quarterly basis. Reduced sampling shall also include Field Testing of System wastewater during inspections. b) For year-round properties, if the facility is located in a Nitrogen Sensitive Area: (i) For year-round properties, if the facility is located in a Nitrogen Sensitive Area,. the effluent shall be monitored monthly for 36 months and monitored thereafter for pH, BOD5, TSS and Total Nitrogen on a quarterly basis. (ii) The influent shall be monitored quarterly for pH, BOD5, TSS and Total Nitrogen for a minimum of 12 quarters. c) Seasonal properties shall be inspected and sampled monthly only when occupied. Y Renewal of Provisional Approval-Nitrogen Reduction<10,000 gpd Page 11 of 18 Orenco Advantex AX20&AX100 Revised 712112010 Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 7. During the Performance Evaluation period,the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 8. Upon completion of the Performance Evaluation, after the Performance Evaluation period by the Company, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements: a) If the,System is located in a Nitrogen Sensitive Area, the System Owner shall comply with the following monitoring requirements for BOD5, TSS, pH and TN: (i) Year-round facilities shall be sampled a minimum of once/quarter, at least 2 months apart.. (ii) Seasonal properties shall be sampled a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after occupancy. A second sample must be taken no less than 2 months after the first sample. b) If the System is subject to a total nitrogen concentration limit in accordance with Paragraph D (3), the System Owner shall monitor only total nitrogen according to the frequency requirements of Paragraphs D (8)(a)(i & ii). c) Year-round properties,and seasonal facilities when occupied, shall be inspected a minimum of quarterly and sampled for at least the TN parameter. Field Testing of System wastewater shall be completed during inspections when not sampling for laboratory analysis, see DEP Field Testing Protocol at http://www.mass.gov/dep/ water/laws/policies.htm#t5pols. Water meter readings shall be recorded at each inspection, see "Flow Metering"below. d) The System Owner shall not be required to monitor influent BOD5, TSS, pH, and TN as specified in 310 CMR 15.202 (4)(c). Properties occupied at least 6 months/year are considered year-round properties. Properties occupied less than 6 months/year are considered seasonal properties. 9. At a minimum, the System Operator shall inspect the System: a) once per quarter. b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. 10. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or Renewal of Provisional Approval-Nitrogen Reduction <1.0,000 gpd Page 12 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 11. Field Testing:pH, DO, turbidity and color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/ policies.htm4t5pols. III. E. Special Conditions Specific to the Company 1. The Approval shall only apply to model units with the same model designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units shall be subject to the review of the Department for coverage under the Approval. 2. The Company shall implement the Performance Evaluation Plan, as submitted and approved by the Department, and shall be responsible for all data collection and submissions to the Department until a final determination on the Performance Evaluation has been made by the Department. 3. Until a final determination has been made by the Department on a completed Performance Evaluation, the Company shall submit to the Department an annual report by February 151"of each year that includes the following: a) a table of all sample data collected for all systems installed to date and all information required by the Department as part of the approved Performance Evaluation Plan; b) any recommended changes to the approved Performance Evaluation Plan; and c) a list of pending applications for system installations which have been submitted to local approving authorities. 4. The Company shall institute and maintain a program of Installer training and continuing education that is at least offered annually. The Company shall maintain and annually th year. update, and make available the list of qualified Installers b February 15 of each y p q Y Y The Company shall certify that the Installers on the list have taken the training and passed the Company's training qualifications. 5. The Company shall institute and maintain a program of Designer training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Designers by February 15t'of each year. The Company shall certify that the Designers on the list have taken the training and passed the Company's training qualifications. 6. The Company shall institute and maintain a program of Operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Operators by February 15t' of each year. The Company shall certify that the Operators on the list have taken the training and passed the Company's training qualifications. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 13 of 18 Orenco Advantex AX20&AX1.00 Revised 712112010 7. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. IV. Certification and Notification Requirements 1. Thirty (30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption,maintenance, sampling, recordkeeping, reporting, and equipment replacement; c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner, as required by 310 CMR 15.287(5). 2. Upon submission of an application for a DSCP to the Approving Authority, the Company shall submit to the Approving Authority, wit h a copy to the De signer and the System Owner, a certification by the Company or its authorized agent that the design conforms to this Approval and that the proposed use of the System is consistent with the unit's capabilities and all Company requirements. The review shall include evaluation of the need for installation of water meter(s) at each facility. An authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 3. The System Designer shall be a Massachusetts Registered Professional Engineer, or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 4. Thirty (30) days prior to delivery of the treatment unit to the site for installation, the Company shall provide to the Approving Authority a copy of a signed contract for a minimum period of one year with a Company approved Operator and the initial Owner/Occupant of the property. 5. Prior to the commencement of construction,the System Installer must certify in writing to the Designer and the System Owner that (s)he has taken the Company's training, passed the Company's training qualifications, and,is listed on the Company's list of Installers. 6. Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR i Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 14 of 18 Orenco Advantex AX20&AX100 Revised 712112010 15.000, the approved design plans;and all local requirements, including any local approving authority site-specific requirements; b) In accordance with 310 CMR 15.021(3), the Designer must certify in writing that any changes to the design plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer; c) As a condition of this Approval, the System Installer and Designer must certify to the Approving Authority in writing that the System has been constructed in compliance with the terms of this Approval; d) An authorized agent of the Company must certify to the Approving Authority in writing that the installation was done by a qualified Installer approved by the Company and the installation conforms to this Approval. The authorized agent of the Company responsible for the inspection of the installation shall have received technical training in the Company's products; and e) Prior to signing any agreement to transfer any or all interest in the property served by the system,or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases-or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the Local Approving Authority within 10 days of such notice being given. V. Standard Conditions 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a System utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. The design, installation, and use of the System must conform to the terms and conditions of the Approval and the Department approved attachments. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. Standard Conditions Applicable to the System Owner 4. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of thisApproval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless.the Department determines otherwise. 5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. t Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 15 of 18 Orenco Advantex AX20 &AXI00 Revised 712112010 6. The System is approved for the treatment and disposal of sanitary sewage only. The System Owner shall not introduce any wastes that are not sanitary sewage into the System. The System Owner shall dispose of wastes generated or used at the facility that are not sanitary sewage by other lawful means. 7. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 8. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology and in accordance with any additional requirements of the Approving Authority. The most recent O&M provisions of this Approval for the alternative technology are available from the Department. 9. 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. Standard Conditions Applicable to the Designer 10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 11. Prior to the application for a DSCP,the Designer shall provide the System Owner with a copy of this Approval. Standard Conditions Applicable to the Company 12. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 13. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval. 14. The Company shall make available, in printed and electronic format, the approved Attachments and any approved updates associated with the Approval, to the System Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 16 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 Owners, Operators, Designers, Installers, vendors, resellers, and distributors of the System. 15. The Company shall submit to the Department for approval any proposed updates or changes to the Attachments to the Approval. 16. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 17. The Company shall notify 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 the Approval 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 the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 18. 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. 19. If the Company wishes to continue the Approval after its expiration date,the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. Reporting 20. 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 Winter Street - 5th floor Boston, Massachusetts 02108 Rights of the Department 21. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, noncompliance with the terms of the Approval, non-payment of any annual compliance assurance fee, 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 rights to take any enforcement action 1 Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 17 of 18 Orenco Advantex AX20&AX100 Revised 712112010 4 authorized by law with respect to the Approval and/or a System utilizing the Technology against the Company, the Designer,the System Owner, the Installer; and/or the Operator of the System. V1. General Conditions Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems tems Pursuant to 310 CMR 15.284 through 15.286" "The following conditions shall apply to all uses of alternative"systems pursuant to 310 CMR 15.284 through 15.286: (1) All plans and specifications shall be designed in accordance with 310 CMR 15.220. (2) Any required operation and maintenance,.monitoring and testing plans shall be submitted to the Department and approved prior to initiation of the use. Monitoring and sampling shall be performed in�accordance with a Department approved plan. Sample analysis shall be conducted by an independent U.S. EPA or Commonwealth of Massachusetts approved testing laboratory, or an approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a report or falsify any data collected pursuant to an approved testing plan. (3) The facility served by the alternative system and the system itself shall be open to inspection and sampling by the Department and the Local Approving Authority at all reasonable times. (4) The Department and/or the Local Approving Authority may require the owner or operator of the system to cease operation of the system and/or to take any other action necessary to protect public health, safety, welfare and the environment. (5) The owner or operator shall provide written notice to any new owner or operator that the system is an alternative system. Such notice shall include notice of the general conditions and any special conditions applicable to the system and its owner. (6) The owner or operator, or the proponent of the alternative system, shall obtain and provide the Department with a determination from the board of certification of operators of wastewater treatment facilities established pursuant to M.G.L. c. 21, § 34A as to whether a certified operator is required for operation of the alternative system. The Department shall waive this requirement if it has on file a determination for the alternative system, and shall notify the owner, operator, or proponent of the determination. (7) It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system except in full compliance with the written approval and 310 CMR 15.287. (8) The Department may require the issuance of a groundwater discharge permit pursuant to 314 CMR 5.00 (groundwater discharge program)for any alternative system. (9) The system owner shall maintain an operation and maintenance contract with a Massachusetts certified operator where one is required by 257 CMR 2.00, or otherwise with a person qualified to operate and maintain the system in accordance with the Department's written approval. 1 Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 18 of 18 Orenco Advantex AX20&AX100 Revised 712112010 (10) Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the Local Approving Authority. I, 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 IAN A BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL RENEWAL Pursuant to Title 5,310 CMR 15.000 Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue S"utherlin, OR 97479 Trade name of technology and models: Advantex Wastewater Treatment System Models AX20 and AX100 (hereinafter the "System"). Schematic drawings illustrating the AX20 and AX100 units and their technology checklists are attached and are part of this Certification: r; DEP Transmittal Number: X231954 Date of Issuance: July 14, 2010, Revised July 21, 2010 Expiration date: July 14, 2015 Authority for Issuance , Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection(hereinafter"the Department") hereby issues this Provisional Approval to: Orenco Systems, Inc., 814 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), approving the Advantex models AX20 and AX100 (hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts.subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company,the Designer,the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. 1 �/ -� July 21, 2010 y Glenn Haas,Acting Assistant Commissioner Date Bureau of Resource Protection Department of Environmental Protection ,t This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. E it MassDEP on theWorld Wide Web: http:/Avww.mass.gov/dep i,F1 Printed on Recycled Paper Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 2 of 18 Orenco Advantez AX20&AXI00 Revised 712112010 I. Purpose Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the Technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the Technology during the first 3 years of operation of each system,in accordance with Title 5 —310 CMR 15.286 (7),Provisional Approval of Alternative System. The specific goal of the Performance.Evaluation is to determine if the Technology is capable of consistently meeting the concentration limits for total nitrogen (TN) of 19 or 25 milligrams per liter (mg/L) for installations with design flows less than 2,000 GPD and 25 mg/L for installations with design flows 2,000 GPD or greater but less than 10,000 gpd, in the effluent discharged,to the soil absorption system. In areas subject to nitrogen loading limitations, increases in the discharge rate per acre may be allowed when the nitrogen concentration discharged to the soil is reduced. The Company is responsible for oversight and sampling of the systems during the Performance Evaluation. For Systems less than 2,000 GPD the Owner has responsibility for continued oversight and sampling of the system if the property served has a design flow rate per acre greater than 440 gallons per day per acre (gpda)in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable ofineeting the required reduction,in nitrogen in the effluent. For Systems 2,000 GPD or greater the Owner has responsibility for continued oversight and sampling. II. General Description of the Technology The System is installed between the building sewer and the soil absorption system(SAS) of a standard Title 5 system in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of a Title 5 system constructed in accordance with 310 CMR 15:000, subject to the provisions of this Approval. The System is a multi-pass,packed bed aerobic wastewater treatment system designed to'treat wastewater from facilities with a design flow of less than 1.0,000 gpd.The residential strength wastew i� System is comprised of a pre-assembled, UV-protected fiberglass reinforced plastic (FRP) module that contains a textile media filter, installed on,top of a two compartment Processing Tank with a minimum capacity of 1500 gallons.The first compartment receives and separates the raw sewage into three zones: a scum zone, a sludge zone and a clear zone.A flow through port in the tank baffle wall allows effluent from the clear zone to the second compartment of the tank. A Biotube,Pump Package installed in the second compartment of the Processing Tank pumps effluent to a pressure distribution manifold located on top of the textile media in the filter module.The effluent is applied at a preset recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be recalibrated if flows vary significantly from projected flows. Effluent from the filter module flows in part or totally to the Processing Tank(where applicable) or to.an external pump chamber or distribution box. During extended periods of low flow, all of the treated effluent is returned to the Processing Tank or external pump chamber. Filtrate from the Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 3 of 18 Orenco Advantex AX20&AX100 Revised 712112010 System textile filter modules flows through a conveyance pipe/underdrain to a flow splitting valve and discharges back to the Processing Tank, or to a final effluent pump chamber for discharge by pressure distribution or to a distribution box for gravity discharge, to the soil absorption system (SAS). The filter modules are equipped with UV protected, removable FRP composite lids and contain one inch of insulation on the underside of the lid. The Biotube Pump Package controls are equipped with high water level override and high water alarm. The alarm and control circuits are connected to an independent power source run from the main power source of the facility. The Biotube Pump Package is designed to allow all piping to drain back to the Processing Tank. The Package is equipped with a removable filter cartridge that is equivalent to a Department approved septic tank effluent tee filter. Systems designed for residential facilities in excess of six bedrooms, and any design using AX100 units,requires installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226, sized a minimum of 2.2 times the facility design flow and located prior to the.filter module. These Systems also include a separate processing or recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons in accordance with the Company's design criteria. Single or multiple System units can be used in combination to serve various sized or multiple facilities. The System can be equipped with a Vericomm or TCOM control panel (CP)which is attached to an Internet web based interface, or connected to a dedicated phone line,that provides continuous remote monitoring, maintenance information, management and control of each individual system. The CP provides the contracted operation and maintenance (O&M)provider with information to manage incoming alarms 24 hours per day through automatic notification, pre-established alarm protocol, a list of all active alarms, diagnostic data and input and review of alarm responses. The CP provides for site management through editable information, a tabular display of all operating data facilitating standard and custom reporting. The CP unit typically transmits report information to the O&M provider and the manufacturer of the System. If enabled, System information can be tracked using AdvanTexdealer.com, a web based program used to track and update site information, manage contact information, generate and print reports and audit checklists. All access ports and manhole covers shall be installed at grade to allow for maintenance of the System. The control panel including alarms shall be mounted in a location accessible to the operator of the System. The use of the Technology under this Approval requires: • Disclosure Notice in.the Deed to the property; • Certifications by the Company, the Designer, and the Installer; • System Owner Acknowledgement of Responsibilities; • A certified operator under contract for periodic inspection and maintenance; • Periodic sampling; • Recordkeeping and reporting; and • An external power.supply. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 4 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 III. Conditions of Approval A. Basis for Conditions 1. The term"System"refers to the Technology in combination with any 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. 2. The term"Approval" includes the Special Conditions, Standard Conditions, General Conditions of 310.CMR 15.287, and the approved Attachments. 3. Items required by this Approval include: a) Performance Evaluation Plan (PEP)with sampling and analysis requirements and approved by the Department. The PEP must be submitted to the Department for review and approval within 60 days of issuance of this Approval and meet the requirements of the Department's Guidance for the Preparation of Performance Evaluation Plans < 2,000 GPD, and, Guidance for the Preparation of Performance Evaluation Plans 2,000 GPD or Greater; b) minimum System installation requirements; c) company schematic drawings and specifications; d) Owner's Manual, including information on substances that should not be discharged to the System; e) Operation and Maintenance manual, including but not limited to, operator qualification requirements, inspection requirements, sampling and analysis requirements, recordkeeping requirements, and/or reporting requirements; and f) MassDEP Operation and Maintenance (O&M) and I/A Technology Inspection Checklists. B. Special Conditions for all Systems 1. Department review and approval of the 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. 2. Any System for which a complete Disposal System Construction Permit Application is submitted while this Approval is in effect, may be permitted, installed, and used in accordance with this Approval unless 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. 3. The System Owner shall provide access to the site for purposes of sampling the System in accordance with the Company's technology Performance Evaluation Plan approved by the Department, in addition to providing access for performing inspections, maintenance,repairs, and responding to alarm events. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 5 of 18 Orenco Advantex AX20&AX100 Revised 712112010 4. The System Owner shall ensure that no permanent buildings or structures, other than the System, are constructed in the area for the installation of all the components of a fully conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system with a reserve area shall not otherwise be disturbed by the System Owner in any manner that will render it unusable for future installation of a fully conforming Title 5. system. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at.least equivalent to that of a sanitary sewer system. Accordingly, the Designer shall not propose and the System Owner shall not construct a new system-or an upgrade or expansion of an existing system if it is feasible to connect the facility to a sanitary sewer. When a sanitary sewer connection becomes feasible,the facility served by the System shall be connected to the sewer within 60 days of such feasibility and the System shall be abandoned incompliance with 310 CMR 15.3 54,-unless a later time is allowed in writing by the Department. 6. For the purposes of inspection and maintenance, all System tanks, access ports, and manholes shall have readily removable impermeable covers of durable material provided at grade, except the septic,tank access covers are not required to be at grade. The System processing tank's two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. 7. The control panel including alarms shall be mounted in a location accessible to the System Operator. Operation and Maintenance 8. Inspection, operation and maintenance (O&M), sampling, and field testing of the System required by this Approval shall be performed by a System Operator with the following qualifications: a) is an approved System Inspector in accordance with 310 CMR 15.340; b) has been trained by the Company and whose name appears on the Company's current list of qualified operators;and c) has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be included in the O&M agreement required by Paragraph B (9). 9. Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year and include the following provisions: a) The System Operator must have the qualifications specified in Paragraph B (8). Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 6 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 b) The System Operator must inspect the System in accordance with the Approval and anytime there is an equipment failure, System failure,or other alarm event; c) In the case of a System failure, an equipment failure, alarm event, components not functioning as,designed or in accordance with the Company specifications, or violations of the Approval, procedures and responsibilities of the Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days describing corrective measures taken to the System Owner, the Company, and the local board of health.- d) The System Operator shall determine the cause of total nitrogen effluent limit violations if they occur and take corrective actions in accordance with the approved O &M Manual. e) Procedures and responsibilities for recording quarterly or monthly wastewater flows must be defined, see Paragraph C (7), Flow Metering. 10. At all times, the System Owner shall maintain an O &M Agreement that meets the requirements of Paragraph B (9). 11. The,System Owner and the System Operator shall properly operate and maintain the system in accordance with this Approval,the Designer's operation and maintenance requirements, and the requirements of the local approving authority. Recordkeeping and Reporting 12. Upon determining that the System has failed, as defined in 310 CUR 15.303, the System Operator shall notify the System Owner immediately. 13. Upon'determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 14. In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or any violations of the Approval,the System Owner and the System Operator shall be responsible for the written notification of the local approving authority and the Company within five days describing corrective measures taken. 15. Within 60 days of any site visit,the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company.The O&M report and inspection checklist shall include, at a minimum:. a) for a System failing, any corrective actions taken.; b) wastewater analyses,wastewater flow data, and field testing results; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 7 of 18 Orenco Advantez AX20&AXI00 Revised 712112010 e) any other corrective actions taken or recommended. 16. By February 1.5th of each year, the System Owner shall submit.to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 17. A copy of the wastewater analyses,wastewater flow data, field testing results,and System Operator O&M reports and inspection'checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. 18. The System Owner shall notify the Approving Authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of the O&M Agreement required by Paragraph B (9). III. C. Special Conditions For Systems less than 2,000 GPD The Technology is approved for use with a System serving a facility with a maximum design flow of less than 2,000 gallons per day, subject to the following additional conditions: 1. The System may only be installed to serve facilities where a fully conforming Title 5 system with a reserve area exists on-site or could be built on-site in compliance with the design standards for new construction of 310 CMR 15.000, and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully conforming Title.5 system may inclu&other approved alternative technologies in accordance with the conditions imposed on the alternative technologies. 2. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on,replaces a component of, or adversely affects_the operation of all other components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limit and Monitoring Requirements for Systems less than 2,000 GPD 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except: a) For any facility, an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 25 mg/1 or less, or b) For residential facilities only, an increase in the flow rate per acre is allowed up to a design flow up to 660 gpda provided that the facility meets a TN effluent limit of 19 mg/l or less. The System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local y Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 8 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violation of the TN concentration in the System effluent shall not require notifications as required in Paragraphs B(12) and(13). 4. Prior to Department approval of the Company's Performance Evaluation Plan,the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with. Paragraph C (3). 'Sampling shall include pH,BOD5,TSS and Total Nitrogen, unless otherwise stated.Flow shall be recorded at each inspection, see"Flow Metering"below. a) Year-round facilities shall be inspected and effluent sampled quarterly. b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample. c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater during inspections when not sampling.for laboratory analysis, see DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies.htm#t5pols. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 5. During the Performance Evaluation period,the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 6. After the three (3) year Performance Evaluation period by the Company and approval by the Department, and until this Approval is modified,terminated, or superseded by a General Use Certification,the System Owner shall comply with the following monitoring requirements if the System is subject to a total nitrogen concentration limit in accordance with Paragraph C (3). a) Year-round properties shall be inspected and sampled for at least the TN parameter a minimum of twice/year, at least 5.months apart and with at least one sample taken between December 1 and March 1 of each year.Field testing shall be completed as determined necessary by the System operator, see DEP Field Testing Protocol at http://www..mass.gov/depl water/7aws/policies.htm#t5pols. Water meter readings shall be recorded at each inspection, see"Flow Metering"below. b) Seasonal properties shall be sampled for at least the TN parameter a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after each seasonal occupancy. A second sample must be taken no less than 2 months after the first sample.Field testing of the System shall be completed as determined necessary by the operator. Water meter readings shall be recorded at each inspection, see "Flow Metering"below. 7. Flow Metering-At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the Renewal of Provisional Approval-Nitrogen Reduction<10,000 gpd Page 9 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 8. Field Testing: Turbidity, pH and Apparent Color- Turbidity, pH, DO and apparent color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldeplwaterl7awslpolicies.htm#t5pols. 9. At a minimum, the System Operator shall inspect the System: a) two times per year; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements,and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure 10. The System Operator shall collect samples and obtain analysis results from an approved lab, perform field testing required by the Approval and submit results within 60 days of the site visit to the System Owner. 11. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen loadings during the Performance Evaluation period, a minimum of three years, the System Owner shall operate the System subject to the requirements of the General Use Certification, if issued, for this technology. . III. D. Special Conditions for Systems 2,000 to less than 10,000 GPD The.Technology is approved for use with a System serving a facility with a minimum design flow of 2000 gallons per day and a maximum design flow less than 10,000 gallons per day (GPD), subject to the following additional conditions: 1 The approved technology may be substituted for the RSF as a required component of a System designed to serve a facility or facilities with a design flow of 2,000 gpd or more to be located in a Nitrogen Sensitive Area in accordance with the requirements of 3.10 CMR 15.202. When substituted for the RSF, the design, installation,use, and operation of the System shall comply with all the conditions of 310 CMR 15.202(1)to 15.202(5) applicable to an RSF or an equivalent alternative technology, except those provisions that specifically have been varied by the conditions of the Approval. 2. The System shall include the installation of a septic tank, designed in accordance with 310 CMR 15.223- 15.229, connected to the building sewer and followed by the Technology installed in series between the septic tank and the SAS. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd . Page 10 of 18 Orenco Advantex AX20&AX100 Revised 712112010 components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limits and Monitoring Requirements for Systems 2,000 to 10,000_GPD, 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216,the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 25 mg/1 or less. The System Owner shall repair,replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violations of the total nitrogen concentration in the System effluent shall not constitute a failure of the System for the purposes of reporting as required in Paragraphs B (12) and (13). 4. Effluent Total Nitrogen-The System shall not exceed a TN concentration of 25 mg/1 in the System effluent. 5. Effluent BOD5,TSS and pH-If the System is located in a Nitrogen Sensitive Area,the effluent discharge concentrations 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. 6. Prior to Department approval of the Company's Performance Evaluation Plan,the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with Paragraph D(3). Sampling shall include pH, BOD5,TSS and TN, unless otherwise g stated.Flow shall be recorded at each inspection, see"Flow Metering"below. a) For year-round properties, if the facility is not in a Nitrogen Sensitive Area, the effluent shall be monitored monthly for 36 months and monitored thereafter for Total Nitrogen only on a quarterly basis. Reduced sampling shall also include Field Testing of System wastewater during inspections. b) For year-round properties, if the facility is located in a Nitrogen Sensitive Area: (i) For year-round properties, if the facility is located in a Nitrogen Sensitive Area, the effluent shall be monitored monthly for 36 months and monitored thereafter for pH, BOD5,TSS and Total Nitrogen on a quarterly basis. (ii) The influent shall be monitored quarterly for pH,BOD5, TSS and Total Nitrogen for a minimum of 12 quarters. c) Seasonal properties shall be inspected and sampled monthly only when occupied. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 11 of 18 Orenco Advantez AX20&AX100 Revised 712112010 Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 7. During the Performance Evaluation period,the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 8. Upon completion of the Performance Evaluation, after the Performance Evaluation period by the Company, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements: a) If the System is located in a Nitrogen Sensitive Area, the System Owner shall comply with the following monitoring requirements for BOD5, TSS, pH and TN: (i) Year-round facilities shall be sampled a minimum of once/quarter, at least 2 months apart.. (ii) Seasonal properties shall be sampled a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after occupancy. A second sample must be taken no less than 2 months after the first sample. b) If the System is subject to a total nitrogen concentration limit in accordance with Paragraph D (3),the System Owner shall monitor only total nitrogen according to the frequency requirements of Paragraphs D (8)(a)(i & ii). c) Year-round properties, and seasonal facilities when occupied, shall be inspected a minimum of quarterly and sampled for at least the TN parameter. Field Testing of System wastewater shall be completed during inspections when not sampling for laboratory analysis; see DEP Field Testing Protocol at http://www.mass.gov/dep/ water/laws/policies.htm9t5pols. Water meter readings shall be recorded at each inspection, see"Flow Metering"below. d) The System Owner shall not be required to monitor influent BOD5, TSS, pH, and TN as specified in 310 CMR 15.202 (4)(c). Properties occupied at least 6 months/year are considered year-round properties. Properties occupied less than 6 months/year are considered seasonal properties. 9. At a minimum,the System Operator shall inspect the System: a) once per quarter. b) in accordance with the approved O&M manual,the Designer's operation and maintenance requirements,and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. 10. Flow Metering -At a minimum,for all systems installed prior to this Approval,water meter flow data shall be recorded each time the system is inspected and sampled by the System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 12 of 18 Orenco Advantez AX20&AX100 Revised 712112010 b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water.usage. 11. Field Testing: pH,DO,turbidity and color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldeplwater/lawsl policies.htm4t5pols. III.E. Special Conditions Specific to the Company 1. -The Approval shall only apply to model units with the same model designations specifled in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed . modifications of the units shall be subject to the review of the Department for coverage under the Approval. 2. The Company shall implement the Performance Evaluation Plan, as submitted and approved by the Department, and shall be responsible for all data collection and submissions to the Department until a final determination on the Performance Evaluation has been made by the Department. 3. Until a final determination has-been made by the Department on a completed Performancepan Evaluation the Company shall submit to the Department an annual report Y by February 15t'of each year that includes the following: a) a table of all sample data collected for all systems installed to date and all information required by the Department aspart of the approved Performance Evaluation Plan; b) any recommended changes to the approved Performance Evaluation Plan; and c a list of pending applications for system installations which have been submitted to p g PP local approving authorities. 4. The Company shall institute and maintain a program of Installer training and continuing education that is at least offered annually. The Company shall maintain and annually update, and make available the list of qualified Installers by February 15t' of each year. The Company shall certify that the Installers on the list have taken the training and passed the Company's training qualifications. 5. The Company shall institute and maintain a program of Designer training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Designers by February 15t'of each.year. The Company shall certify that the Designers on the list have taken the training and passed the Company's training qualifications. 6. The Company shall institute and maintain a program of Operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Operators by February 15t'of each year. The Company shall certify that the Operators on the list have taken the training and passed the Company's training qualifications. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 13 of 18 ' Orenco Advantex AX20&AXI00 Revised 7/21/2010 7. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. IV. Certification and Notification Requirements 1. Thirty(30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to.the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) . has been provided a copy of the Provisional Use.Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs.associated with the operation including power consumption, maintenance, sampling, recordkeeping,reporting, and equipment replacement; c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; . d) agrees to fulfill his responsibilities to provide a'Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities_to provide written notification of the Approval conditions.to any new owner, as required by 310 CMR.15.287(5). 2. Upon submission of an application for a DSCP to the Approving Authority,the Company shall submit to the Approving Authority, with a copy to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to this Approval and that the proposed use of the System is consistent with the unit's capabilities and all Company requirements. The review shall include evaluation of the need for installation of water meter(s) at each facility.An authorized agent of the Company responsible for the design review shall have'received technical training in the Company's products. 3. The System Designer shall be a Massachusetts.Registered Professional Engineer, or a Massachusetts Registered Sanitarian.provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 4. Thirty (30) days prior to delivery of the treatment unit to the site for installation,the Company shall provide to the Approving Authority a copy of a signed contract for a minimum period of one year with a Company approved Operator and the initial Owner/Occupant of the property. 5. Prior to the commencement of construction,the System Installer.must certify in writing to the Designer and the System Owner that(s)he has taken the Company's training, passed the Company's training qualifications, and is listed on the Company's list of Installers. 6. Prior to the issuance of a Certificate.of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify.in writing that the System has been constructed in compliance with 310 CMR Renewal of Provisional Approval Nitrogen Reduction <10,000 gpd Page 14 of 18 Orenco Advantex AX20&AX700 Revised 71211201.0 15.000,the approved design plans, and all local requirements, including any local approving authority site-specific requirements; b) In accordance with 310 CMR 15.021(3),the Designer must certify in writing that any changes to the design plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer; . c) As a condition of this Approval,the System Installer and Designer must certify to the Approving Authority in writing that the System has been constructed in compliance with the terms of this Approval; d) An authorized agent of the Company must certify to the Approving Authority in writing that the installation was done,by a qualified Installer approved by the p Com any and the'installation conforms to this Approval. The authorized agent of responsible for the inspection of the installation the Company rest shall have received p . technical training in the Company's products; and e) Prior to signing any agreement to transfer arty or all interest in the property,served by the system, or any portion of the property, including any possessory interest,the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notifications to the Local Approving Authority within 10 days of such notice being given. V. Standard Conditions 1. The provisions of 310 CMR 15.000 are applicable.to the design, installation, use and operation of a System utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. The design, installation, and use of the System must conform to the terms and conditions of the Approval and the Department approved attachments. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local,approving authority at all reasonable times. Standard Conditions Applicable to the System Owner 4. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively,,shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use ofthe System in Massachusetts. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 15 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 6. The System is approved for the treatment and disposal of sanitary sewage only. The System Owner shall not introduce any wastes that are not sanitary sewage into the System. The System Owner shall dispose of wastes generated or used at the facility that are not sanitary sewage by other lawful means. 7. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10),the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 8. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology and in accordance with any additional requirements of the Approving Authority. The most recent O&M provisions of this Approval for the alternative technology are available from the Department. 9. 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. Standard Conditions Applicable to the Designer 10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 11. Prior to the application for a DSCP,the Designer shall provide the System Owner with a copy of this Approval. Standard Conditions Applicable to the Company 12. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively,-shall constitute violation of this Approval by.the Company unless the Department determines otherwise. 13. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval. 14. The Company shall make available, in printed and electronic format,the approved Attachments and any approved updates associated with the Approval,to the System Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 16 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 Owners, Operators, Designers, Installers,vendors, resellers, and distributors of the System. 15. The Company shall submit to the Department for approval any proposed updates or changes to the Attachments to the Approval. 16. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 17. The Company,shall notify 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 the Approval 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 the Approval applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. . 18. 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. 19. If the Company wishes to continue the Approval after its expiration date,the Company shall apply for and obtain a renewal of the Approval.The Company shall submit a renewal application at least 180 days before the expiration.date of the Approval, unless written permission fora later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application,the Approval shall continue in force until the Department has acted on the renewal application. Reporting 20. 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 Winter Street- 5th floor Boston,Massachusetts 02108 Rights of the Department 21. The Department may suspend, modify or revoke the.Approval for cause, including,but not limited to, noncompliance with the terms of the Approval, non-payment of any annual compliance assurance fee, 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 rights to take any enforcement action r Renewal of Provisional Approval-Nitrogen Reduction<10;000 gpd Page 17 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 authorized by law with respect to the Approval and/or a System utilizing the Technology against the Company,the Designer,the System Owner,the Installer, and/or the Operator of the System. VI., General Conditions Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems Pursuant to 310 CMR 15.284 through 15.286" "The following conditions shall apply to all uses of alternative systems pursuant to 310 CMR j 15.284 through 15.286: (1) All plans and specifications shall be designed in accordance with 310 CMR 15.220. (2)Any required operation and maintenance, monitoring and testing plans shall be submitted to the Department and approved prior to initiation of the use. Monitoring and sampling shall be performed in accordance with a Department approved plan. Sample analysis shall be conducted by an independent U.S.EPA or Commonwealth of Massachusetts approved testing laboratory, or an approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a report or falsify any data collected pursuant to an approved testing plan. (3)The facility served by the alternative system and the system itself shall be open to inspection and sampling by the Department and the Local Approving Authority at all reasonable times. (4)The Department and/or the Local Approving Authority may require the owner or operator of the system to cease operation of the system and/or to take any other action necessary to. protect public health, safety, welfare and the environment. (5)The owner or operator shall provide written notice to any new owner or operator that the system is an alternative system. Such notice shall include notice of the general conditions and any special conditions applicable to the system and its owner. (6) The owner or operator, or the proponent of the alternative system, shall obtain and provide the Department with a determination from the board of certification of operators of wastewater treatment facilities established pursuant to M.G.L. C. 21, § 34A as to whether a certified operator is required for operation of the alternative system. The Department shall waive this requirement if it has on file a determination for the alternative.system, and shall notify the owner, operator, or proponent of the determination. (7) It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system except in full compliance with the written approval and 310 CMR 15.287. (8)The Department may require the issuance of a groundwater discharge permit pursuant to 314 CMR 5.00 (groundwater discharge program) for any alternative system. (9) The system owner shall maintain an operation and maintenance contract with a Massachusetts certified operator where one is required by 257 CMR 2.00, or otherwise with a person qualified to operate and maintain the system in accordance with the Department's written approval. r r - Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 18 of 18 Orenco Advantex AX20&AX100 Revised 712112010 (10)Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system,the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the Local Approving Authority. I ti , Y-® 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 Commiccioner RENEWAL OF CERTIFICATION FOR GENERAL USE . Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue Sutherlin, OR 97479 Trade name of technology and model: Advantex Wastewater Treatment System Models AX20 and AX100 (hereinafter the "System" or `the Technology'). Schematic drawings of a typical System, installation manual, Owner's Manual, O&M manual and the technology inspection checklist are part of this Approval. Transmittal Numbe X250888- Date of Issuance: July 2, 2012, revised August 30, 2012 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter "the Department") hereby issues this Certification for General Use to: Orenco Systems, Inc., 814 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subject to compliance by the Company, Designer, Installer, Service Contractor (or `Operator'), 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. August 30, 2012 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 ._b `Orenco Advantex Wastewater Treatment System Page 6 of 14 Renewal of Certification for General Use , r July 2, 2012, revised 813012012 16. The control panel including alarms shall be mounted in a location accessible to the s Service Contractor of the System. f' III. General Conditions 1. Except those provisions that specifically have been varied by the Approval, the provisions of 310 CMR 15.000 apply to the design, installation, and use of the Alternative System, including but not limited to, the requirements for other applicable permits or approvals of 310 CMR 15.000. With the other applicable permits or approvals that may be required by 310 CMR 15.000, this Approval authorizes the use and installation of the Alternative System in Massachusetts. 2. 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. a) 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 b) 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 310 CMR 15.354, unless a later time is allowed in writing by the Department. 3. Design and installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. 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 310 CMR 15.0,21(3), certifications in writing to the local approving authority that the System has been constructed incompliance with the terms of the Approval. 4. Upon mMaintenance of an application for a DSCP, the Designer shall provide to the local approvty: `��' a) a c signed by the owner of record for the property to be served by the Tetating that the property owner: i i) rovided a copy of the Approval, the Owner's Manual, and the Operation enance Manual, and the System Owner agrees to comply with all terms and conditions; t ii) has been informed of all the owner's costs associated with the operation including:i I power consumption, maintenance, sampling, recordkeeping, reporting, and 4" equipment replacement; I iii) understands the requirement for a service,contract; j. 4 1•�w if iS i�S:i €R Orenco Advantex Wastewater Treatment System Page 7 of 14 '~ # Renewal of Certification for General Use ' July 2, 2012, revised 813012012 iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) 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 L t or the local approving authority, if the Department or the local authority determines that the Alternative System is not capable of e performance standards; and signed by the Designer that the design conforms to the Approval withd 310 CMR 15.000. _ ) 5:' Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the Approving Auor_i�yr-and the System Owner that(s)he is a locally approved System Installer and( as received appropriate training ty e Company. 6. Inspection and operation and maintenance (O &M) of the Alternative System, as required by the Approval, shall be performed by a Service Contractor who must be a Massachusetts certified operator, minimum Grade Level 2. 7. The System Owner and the System Operator (or `Service Contractor') shall properly operate and maintain the System in accordance with the Company's operation and maintenance (O&M)requirements. 8. Inspection, O&M, sampling and field testing of the System required by the Approval shall be performed by a Service Contractor who has been trained by the Company; met the Company training qualifications, and whose name appears on the Company's current list of qualified Service Contractors. 9. By September 30t' of each year,the Service Contractor shall also be responsible for submitting to the Company copies of all O&M reports and inspection checklists completed during the previous 12 months. 10. Upon determining that the System has.failed, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 11. Upon determining that the System has failed, as defined in 310 CMR 15.303, the Service Contractor shall be responsible for the notification of the local approving authority within 24 hours of such determination. 12. In the case of a System failure, the System Owner and Service Contractor shall be responsible for the written notification of the local approving authority within five days describing the type of system failure and any corrective measures taken or proposed. All i 4 0 Commonwealth of Massachusetts Executive Office of Energy& Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02103 617-292-5500 DEVAL L PATRICK RICHARD K.SULUVAN JR. Governor. Secretary TiMGTHY P.MURRAY KEENNETH L KIMMEL L Lieutenant Governor Commissioner RENEWAL OF CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue Sutherlin, OR 97479 Trade name of technology and model:.Advantex Wastewater Treatment System Models AX20 and AX100 (hereinafter the "System" or `the Technology'). Schematic drawings of a typical System, installation manual, Owner's Manual, O&M manual and the technology inspection checklist are part of this Approval. Transmittal Number: X250888 Date of Issuance: July 2,2012,revised August 30, 2012 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR.15.000,the Department of Environmental Protection(hereinafter"the Department")hereby issues this Certification for General Use to: Orenco Systems,,Inc., 81.4 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subject to compliance by the Company, Designer, Installer, Service Contractor,(or `Operator'), 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. August 30,2012 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 Orenco Advantex Wastewater Treatment System Page 2 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 I: Purpose 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the other applicable permits or approvals that may be required by Title 5, this ,Approval authorizes the installation and use of the Alternative System in Massachusetts. All the provisions of Title S, including the General Conditions for all Alternative Systems (310 CMR 15.2t87),- apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority or by the Department if Department approval is required by 310 CMR 15.000. This Certification does not allow the use of the System on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. 4. The System is approved for use at facilities with a maximum design flow less than 10,000 gallons per.day (GPD). I II. Design Standards i Advantex Technology Description 1. The System is installed between the building sewer and the soil absorption system (SAS) designed and constructed in accordance with 310 CMR 15.100 - 15.279, _subject to the provisions of this. Certification. System is a multi-pass, packed bed aerobic wastewater treatment system designed.to treat residential.strength wastewater from facilities with a design flow of less than 10,000 gpd. The System is comprised of`a pre-assembled, UV- protected fiberglass reinforced plastic-FRP module that contains a textile media, installed on top of a two compartment Processing Tank with a minimum capacity of 1500 gallons. The Filter Module are equipped with UV protected, removable FRP composite lids and contain one inch.of insulation on the underside of the lid. The first compa rtment.of the processing Tank receives and separates the raw sewage into three zones: a scum zone, a sludge zone and a clear zone. A flow through port in the tank baffle wall allows effluent from the clear zone to the,second compartment of the tank. A Biotube Pump Package installed in the second.compartment of the Processing Tank pumps effluent to a pressure distribution manifold located on top of the textile media in the filter module. The effluent is applied at a preset:recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be recalibrated if flows vary significantly from projected flows. Filtrate from the System textile.filter modules flows through a conveyance pipe/under drain to a flow splitting valve, discharging in part or totally back to the Processing Tank or for final disposal of treated effluent to a pump chamber.for pressure distribution or to a distribution box for gravity discharge to the SAS. Orenco Advantex Wastewater Treatment System Page 3 of 14 Renewal of Certification for'General Use July 2, 2012, revised 813 012 012 During extended periods of low flow, all of the treated effluent is returned to the Processing Tank or external pump chamber or distribution box.- 2. The Biotube Pump Package controls shall be equipped with high water level override and high water alarm set three inches.higher than the high water setting. The alarm and control circuits shall each be connected to an independent power source run from the main power source .of the facility. The Biotube Pump Package shall be designed to allow all pipelines to drain back to the Processing:Tank. The Package shall be equipped with a.removable filter cartridge that is equivalent to a Department approved septic tank effluent:tee filter. 3. The AdvanTex. AX20 .treatment system uses a two-compartment .processing tank containing the Advantex insert for residential designs of six bedrooms (or 660 GPD) or . less. A separate septic tank preceding the AX-20 processing tank is not required if the design is for six bedrooms or less..The processing tank,which has a recirculating pump in the second compartment, must be sized and designed according to Orenco's design criteria..Also please note other Title 5 septic tank requirements, such as 310 CMR 15.224 for inlet and outlet tees..("an inverted U-shaped pipe"), are not applicable to the processing tank component of the Advantex AX20 treatment system. The Advantex AX-20 processing tank, as an.Innovative/Alternative system component, must conform to Orenco's (the `Company' or the `manufacturer') design criteria and installation requirements. 4. Systems designed for residential facilities in excess of six bedrooms,; and any design using AM 00 units, shall require the installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226, sized:a minimum of 2.2 times the a facility design flow and located prior to the System's filter module. These Systems shall also include a separate processing or recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons in accordance with the Company's design criteria. Single or multiple System units can be used in combination to serve various sized or multiple facilities. 5. The System is typically equipped with a Vericomm control panel (CP) or equal which is attached to an. Internet web based interface that provides continuous remote monitoring, maintenance information, management and control of each individual system. The CP provides the contracted operation and maintenance (O&M) provider with information to manage incoming. alarms 24 hours per day through automatic notification, preestablished alarm protocol, an online list of all active alarms, online diagnostic data and-online input and review of alarm responses. The CP also provides for site management through editable online information, an online tabular display of all operating data and shall provide standard and custom reports:The CP unit transmits report information to the O&M provider and the manufacturer of the System. The System is monitored.using AdvanTexdealer.com, a web based program used to ..track,and update site information, manage contact information, generate and print reports and audit_checklists. i Orenco Advantex Wastewater Treatment System Page 4 of 14 Renewal of Certification for General Use July Z 2012, revised 813012012. Design Requirements ' 6. Prior to approval by the local approving authority the Company or its designated representative shall review each design for appropriatess and suitability (as required by Section V..12. 7. The Approval shall only apply to model units with the same model designations specified in this Approval and meet the same.specifications, operating requirements, and plans, as provided by the Company at the time of the application. Any proposed . modifications of the units shall be subject to the review of the Department for coverage under the Approval. K. Any System structures with exterior piping connections located within 12 inches or below the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 9. In compliance with 310 CMR 15.2,17, a minimum of one (1) inspection port shall be provided.within the SAS consisting of a perforated four inch pipe placed vertically r down to the elevation of the SAS interface.with the underlying unsaturated pervious soils to,enable inspection or monitoring for.pondi-ng." The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. 10. For new construction or increases in flow, the.Alternative System may.only be installed to serve facilities provided that: a) a site evaluation, in compliance with 310 CMR 15.100 through 15.107,has been approved by the Approving Authority; b) the Designer shows on the plans: i) an existing conforming conventional system on-site that is sized for the proposed design flow and is.approved with a separate reserve area in accordance with 310 CMR 15.000; or ii) a primary area for a conventional system that could be built on-site with a . separate reserve area in accordance with the design standards for new . construction of 310 CMR 15:100 through 15.255; and c) the Approving Authority approves the reserve area.for a conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 . through 15.255. . To upgrade or replace an existing failed or nonconforming system, an Alternative System may be installed provided that the site meets the requirements for new construction or increases in flow, as specified in Section H.10 (a., b. & c.) above. To upgrade or replace an existing failed or nonconforming system where a . conventional system with a reserve could not be feasibly built on-site, an Alternative System may not be installed under this General Use Certification, but may be approvable under the requirements of the Remedial Use Approval for this Technology. r , Orenco Advantex Wastewater Treatment System Page 5 of 14. Renewal of Certification for General Use July 2, 2012,revised 813012012 11. ewCanstruc: on5less 000nel; For residential Systems less than 2,000 GPD, serving new construction or increases in flow and sited in soils with a percolation rate of 60 minutes or less per inch,the sizewo:. ,the maybe-rednee -nto,50'percent from the effective leaching area required 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.govldepl water/lawslpolicies.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..) 12. For new construction or increases in flow, when the Alternative System is installed with a reduction in the required effective leaching,the installation shall not disturb the site in any manner that would preclude the future installation of a conventional full- sized primary area while preserving the.approved full-sized reserve area, both designed in accordance with the.standards for new construction of 310 CMR.15.100 through 15.255. 13. New Construction 2,000 gpd to less than 10,000 gpd and all non-residential facilities: No reduction in SAS field size is allowed under this approval. 14..Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade..Two manholes, over the inlet,and outlet,shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System 15. For any System that does not flow by gravity to the SAS: a) 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 or system freeze up; b) emergency storage capacity.for wastewater above the working level equal to the daily design flow of the System shall be provided; and c) the emergency storage capacity shall include An additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. i Orenco Advantex Wastewater.Treatment,System Page 6 of 14 Renewal of Certification for General Use July 2, 2012,revised 813012012 16. The control panel including alarms shall be mounted in,a location.accessible to the Service Contractor of the System. ffi. General Conditions 1. Except those provisions that specifically have been varied b the Approval, the provisions p p p Y Y pp of 310.CMR 15.000 apply to the design, installation, and use of the Alternative System, including but not limited to; the requirements for other applicable permits or approvals of 310 CMR 1.5.000: With the other applicable permits_or`approvals that may be required by 3.10,CMR 15.000, this Approval authorizes the use and installation of the Alternative System in Massachusetts. 2. 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. a) If it is feasible to connect anew 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' b) 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 310 CMR 15.3 54, unless a later time is allowed in writing by the Department. 3. Design and installation and use of the System shall be in strict conformance with the Company's DEP approved plans and,specifications and 310 CMR 15.000, subject to this Certification. 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 310 CMR 15.021(3), certifications in writing to the local approving authority that the System has been constructed in compliance with the terms of the Approval. 4. .. Upon submission of an application for a DSCP, the Designer shall provide to the local approving authority: a) :a certification, signed by the owner of record.for the property.to be served by the 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 System Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including: power consumption, maintenance, sampling, recordkeeping,reporting, and. equipment replacement; iii) understands the requirement for a service contract; Orenco Advantex Wastewater Treatment System Page 7 of 14 Renewal of Certification for General Use July 2, 2012, revised 813 012 012 iv) agrees to fulfiil:his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders;the restriction is understood and accepted; vii) whether or not covered-by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the Alternative System is not capable of meeting the performance standards; and. - b.) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. . 5. Prior to the commencement of construction,the System Installer must certify in writing to the Designer, the Approving Authority, and the System Owner that(s)he is a locally approved System Installer and has received appropriate training by the Company. 6. Inspection and operation and maintenance (0 & M) of the Alternative System, as required by the Approval, shall be performed by a Service Contractor who must be a Massachusetts certified operator, minimum Grade Level 2. 7. The System Owner and the System Operator(or `Service Contractor') shall properly operate and maintain the System in accordance with the Company's operation and maintenance (O&M) requirements. 8. Inspection, 0&M, sampling and field testing of the System required by the Approval shall be performed by a Service Contractor who has been trained by the Company,.met the Company training qualifications, and whose name appears.on the Company's current list of qualified Service Contractors. 9. By September 30"' of each year,the Service,Contractor.shall also be responsible for submitting to the Company copies of all O&M reports and inspection checklists completed during the previous 12 months. 10. Upon determining that the System has failed, as defined in 310 CMR 15.303,the Service Contractor shall.notify the System Owner immediately._ 11. Upon determining that.the System has failed, as defined in 310 CMR 15.303, the Service Contractor shall be responsible for the notification_ of the local approving authority within 24 hours of such determination. 12. In the case of a System failure,the System Owner and Service Contractor shall be responsible for the written notification of the local approving.authority.within five days describing the type of system failure and any corrective measures taken or proposed. All Ore nco Advantez Wastewater Treatment System Page 8 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 emergency repairs, including,pumping,shall be in accordance with the.limitations and permitting requirements of 310 CMR 15.353. Any repairs or upgrades requiring a Disposal System Construction Permit shall be performed by an individual with,a currently valid Disposal System Installers Permit, in accordance with 310 CMR 15.019. I I In the case of a system failure, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with the Company specifications, or violations of the Approval, the Service Contractor shall provide.written notification to the Company within five days describing corrective measures.taken. 14. Any Alternative System for which a complete DSCP application is submitted while the Approval is in effect, may be permitted,installed, and used in accordance with this Approval, unless and until: a) the Department issues modifications or amendments.to the Approval which specifically affect the installation or use of an Alternative System installed under the Approval for the Technology; or b) the Department,the local approval authority, or a court requires the Alternative System to be.modified or removed or requires discharges to the System to cease. IV. Conditions Applicable to the System Owner 1. This 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 this Approval by any of the foregoing persons or entities,respectively, shall constitute violation of this Approval by the.System Owner unless the Department determines otherwise. 2. For Systems_where the effective leaching area has been reduced,the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would preclude the future installation of a conventional full-sized primary area while preserving the approved full-sized reserve area, both designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. 3. The System Owner shall not install,modify, upgrade, or replace the System except in accordance with a valid Disposal System Construction.Permit ("DSCP.")issued by the local approving authority which covers the proposed work. 4. Operation and Maintenance agreement: a) Throughout its life, the System shall be under an O&M agreement that meets the requirements of Section IV(4)(b). No O&M agreement shall be for less than one. year. I f Orenco Advantex Wastewater Treatment System Page 9 of 14 Renewal of Certification for General Use July 2, 2012, revised 813 012 012 b) 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 which: i) . Provides for the contracting.of a person or firm trained by the Company as provided in Section V (7) and competent in providing services consistent with the System's specifications,with the operation and maintenance requirements specified by the Company and the Designer and with any specified by the Department; ii) Contains procedures for notification to the local approving authority within five days of knowledge of a System failure., malfunction or alarm event and for corrective measures to be taken immediately; and i di) Provides the name of the Service Contractor, which must be a Massachusetts certified operator minimum Grade Level 2 that will operate and monitor the System, as required by 257 CMR 2.00 i iv) An Alternative System serving a single family home shall require the Service Contractor to inspect, field test and maintain the System at least annually in accordance with the Department's inspection and monitoring policy referenced below and anytime there is.an alarm event, except two times per year fora single family home served by System with a reduced SAS. All other Systems (not covered by the policy) with design flows less than 2,000 gpd shall be monitored at least two times per year and anytime there is an alarm event. All Systems with design flow of 2,000 gpd or greater shall be monitored quarterly and anytime there is an alarm event. v) A copy of the Department's policy Inspection and Sampling in Title 5 UA Single Family Home Remedial and General.Use Treatment Systems with Design Flows less than 2000 gpdis available on the internet at.http://www.mass. og_ v/dep/. water/laws/policies.htmk5pols . 5. BOD5, TSS and pH - The effluent discharge concentrations from the Biological 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. Orenco Advantex Wastewater Treatment System Page.10 of 14 Renewal of Certification for General Use July 2, 2612, revised 813012012 Monitoring Requirements 6. Systems shall comply with the following monitoring requirements and criteria. Parameter i. STmyppee Location Criteria pH . Grab effluent of treatment unit,prior to SAS 6 to 9 I effluent oftreatment unit,prior to the <40 NTU turbidity measure SAS — dissolved effluent of treatment unit,prior to the 2 mg/1 oxygen measure SAS - Immediate area on top of and around Breakout=System Breakout observation SAS failure See Section IV(8) Footnote: 1 Determinations of pH;turbidity, and dissolved oxygen shall be made in accordance with the Department's Field Testing Protocol. Exceedances of Criteria 7. If field testing indicates exceedances of the criteria for pH,turbidity, or dissolved.oxygen, the Service Contractor shall perform any maintenance,repairs, or adjustments, as deemed appropriate, and shall take a sample for laboratory analyses. If the laboratory analysis results indicate violations of the secondary treatment standards, effluent BOD> 30 mg/L or effluent TSS> 301 mg/L, the Service Contractor shall perform a follow-up inspection within 60 days of the original inspection and perform additional field testing. If the laboratory analysis results indicate violations of the secondary treatment standards, effluent BOD > 30 mg%L or effluent TSS> 30 mg/L,the Service Contractor shall perform a follow-up inspection within 60 days of the original inspection and perform additional field testing. If the additional field,testing indicates exceedances of the criteria for pH; turbidity, or dissolved oxygen,the Service Contractor shall perform any maintenance, repairs, or adjustments, as deemed appropriate, and shall take another sample for laboratory analyses. If the second laboratory analysis results indicate violations of the secondary treatment standards, the.Service Contractor.shall submit a report to the System Owner and the Approving Authority within 120 days of the follow-up inspection:The report shall include field testing results,laboratory analyses, inspection checklists,.and the report shall detail steps taken to bring the system into compliance and proposed recommendations for farther action. Orenco Advantex Wastewater Treatment System Page 11 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 8. Violations of the BOD5, TSS, or pH in the System effluent shall not constitute a. failure of the System for the purposes of written notification reporting as required in provisions applicable to all alternative systems.Breakout constitutes a failure of the System. If breakout occurs,the Service Contractor and System Owner shall comply with the notification provisions of section III (items 10, 11 and 12). .9. The System Owner shall.at all times have the System properly operated and,maintained in accordance with this Certification,the Designer's operation and maintenance requirements. . and the Company's approved procedures. The System Owner shall notify the local approving authority, in writing, within seven days of a change in the Service Contractor. 10. 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. 11. 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 monitoring results, O&M reports, a MassDEP O&M checklist, and the Company's.technology inspection checklist, completed.by the Service Contractor for each inspection performed during the previous calendar year. System inspection.checklists are available on the internet.at http:/Iwww.mass.gov/dep/water/wastewater/iatechs:htm# eeneral 12.By March l st of each year,the Service Contractor shall be responsible for submitting to the Company copies of all 0&M reports.including alarm event responses, all monitoring results, violations of the Approval, inspection checklists completed by the Service Contractor,notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. K y 13.Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10),the.System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and(ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to.be recorded shall be in the form of the Notice provided by the Department (the form can.be obtained at http:/hvww.mass.gov/dep/water/laws/policies.htm#t5guid). 14. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property,including any possessory interest,the System Owner shall provide written-notice of all conditions contained in the Approval to the transferee(s).. Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto.and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). Orenc'O Advantex Wastewater Treatment System Page 12 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 V. Conditions Applicable to the Company 1. This 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 this Approval by any of the foregoing persons or entities,respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise 2. Copies shall be maintained by the Company of all Service Contractor records submitted to the Company, including but not limited to O&M Reports, monitoring.results, inspection checklists, and written notifications. 3. By.April 15th of each year,the Company shall submit a report to the Department, signed i by a corporate officer,general partner'or Company owner that identifies the specific 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;op eration/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. 4. 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 by 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. 5. The Company shall notify the Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include.the name and address of the proposed p n. Orenco Advantex Wastewater Treatment System Page 13 of 14 Renewal of Certification for General Use July. 2, 2012, revised 813012012 owner containing a specific date of transfer of ownership,responsibility, coverage and . liability between them. 6. Company shall maintain and update as necessary the.following: minimum installation requirements; an operating manual, an owners manual including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended ' schedule for maintenance of the.System consistent with the Department's requirements 'r essential to consistent successful performance of the installed Systems. 7. The Company shall make available, in printed and electronic format,the referenced. procedures and protocol in Section V. 6 above;to owners, operators, designers and _A installers of the System. 8. The Company shall institute a program of training and continuing education for Service Contractors. Training shall be provided at least annually. If the Company requires trained- Designers and Installers, the Company shall institute programs.of training and continuing education that is separate from or combined with the training for Service Contractors. The Company.shall maintain, annually update, and make available by February.. 15th of each year, lists of Service Contractors and,.if training.is required, Designers and Installers. The Company shall certify that the.-Service Contractors and, if training is required, Designers and Installers on.the lists have taken the appropriate training and passed the Company's training qualifications. The Company shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs HI(13) and N(11). The Company shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 9. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 10. The Company shall include copies of this Certification and the procedures described in. Section V(6) with each System that is sold. In any contract executed by the Company for distribution or resale of the System,the Company shall require all vendors, distributors; and resellers to provide each purchaser of the System with copies of this Certification and the procedures described in Section V(6). 11. The Company shall provide notification of changes to the Approval within 60 days of issuance by the Department to all System Owners with existing systems utilizing the Technology,,to all Service Contractors servicing existing installations of the Technology, and to all distributors and resellers of the Technology 12. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or any System over 3000 gpd to ensure that the proposed use of the System is consistent with the unit's capabilities. Orenco Admntex Wastewater Treatment:System Page 14 of 14 Renewal of Certification for General Use July 2, 2012, revised 813012012 VI. Reporting All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Director Watershed Permitting Program Department of Environmental Protection One.Winter Street- 6th floor Boston, Massachusetts 02108 V1I. Rights of the Department 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 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. �JQ Gre ufl y/3�� Pump Selection for a Pressurized System -Single Family i��esidence�Project M l wir v Parameters Discharge Assembly Size 1.50 inches 350 pF2015 Transport Length 12 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None Max Elevation Lift 3.75 feet 300 Manifold Length 2 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 2 PF2010 Lateral Length 16 feet - Lateral Pipe Class 40 ��\I� 250 Lateral Pipe Size 1.50 inches �\�` Orifice Size 1/4 inchesr�t° Orifice Spacing fee 1LL Residual Head 2.5 feet �f y'�f S Flow Meter None inches Q N 200 'Add-on'Friction Losses 4 feet 31� Calculations = Minimum Flow Rate per Orifice 1.23 gpm R PF2005 Number of Orifices per Zone 10 a, 150 Total Flow Rate per Zone 12.2 gpm Number of Laterals per Zone 2 %Flow Differential 1 st/Last Orifice 0.3 % H Transport Velocity 1.9 fps 100 Frictional Head Losses Loss through Discharge 0.4 feet Loss in Transport 0.1 feet Loss through Valve 0.0 feet Loss in Manifold 0.0 feet 50 Loss in Laterals 0.0 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 4.0 feet I Pipe Volumes 0 i Vol of Transport Line 1.3 gals 0 5 10 15 20 25 30 Vol of Manifold 0.2 gals Net Discharge(gpm) Vol of Laterals per Zone 3.4 gals Total Volume 4.9 gals Minimum Pump Requirements PumpData Legend _ Design Flow Rate 12.2 gpm PF2005 High Head Effluent Pump System Curve: Total Dynamic Head 10.9 feet 20 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz Pump Curve: PF2010 High Head Effluent Pump Pump Optimal Range:- 20 GPM,1 HP 230V 10 60Hz,200V 30 60Hz Operating Point: PF2015 High Head Effluent Pump Design Point:O 20 GPM,1-1/2HP 230V 10 60Hz,200V 30 60Hz ca Orenco Systems• Incorporated rx.giq r[x W4 du lxor[d Drxr 1Gmnmxmr° { oL o SE •z, PECK Q Q INI G FAMILY ROOM �! REF i ❑ ❑ p KITCHEN O 8'CASED OPENING ENTRY O LIBRARY MUD UP ROOM BATH O N o D 3, Zo jac Residence . JOANNA PECK First Floor Plan N A R C H I T E C T 0 280 Long Beach Road New/Proposed cam., Centerville, MA 02632 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8" = 1'-0' ph: 978-470-3068 fx: 978-470-3733 02G12 BALCONY MASTER BEDROOM EXERCISE W.I.G. II ROOM tONII BATH- (I\== o BATH O ti ° JOANNA RECK n � Zajac Residence Second floor Plan �j rn ARGHI TEGT 280 Long Beach Road - New/Proposed Centerville, MA 02632 15 Rockridge Rd., Andover, MA OIBIO SCALE: 1/8"= 1'-0" ph: ql8-4-70-3068 fx: q-78-4-10-3133 ©2012 Baxter-Nye Engineering Pipe Capacity Professional Engineers and Land.Surveyors w , Enter values, in shaded areas - Sewer Capacities Average Daily Design Flow 110 gpd = 0.08 gpm = 0.000 cfs Peak Hour Factor 4 Peak Hour Design Flow 440 gpd = 0.31 gpm = 0.001 cfs Mannings Equation Channel Flow (Q)=]1.486/n"A[R^2/3][S111/2] Q is quantity of flow (cfs) R is the hydraulic radius (ft) S is the slope (ft/ft) Gravity Pipe Capacity- House to Septic Tank/to Pump Chamber A is the cross sectional area (sq. ft.) Diameter, D inches n is a pipe roughness coefficient 4 S ft/ft n (PVC) Pipe Capacity (Q) 0.22 cfs > 0.001 cfs which is the Peak Hr. Design Flow Full Flow Velocity (V) 2.56 fps (see attached Flowmaster Calculations) Selected Pump Design Operating Level 20" gpm , > 0.31 gpm which is the Peak Hr. Design Flow per Orenco pump data sheet Sewer System Calculations Single-Family House 1-31-13.xls 2/5/2013 Pipe Velocity Enter values.in shaded areas SeWer.Pipe Velocity Forcemain Delivery Pipe Pipe Cross Sectional Area;A Diameter, D (inches) inches Pipe Area, A=3.1.4 x(0)^2/4 Diameter, D (feet) 0.13 ft Area 0.012 square feet Flow, Q Pump Discharge* gPm 0.04 cfs Q=AV or, V=Q/A . Velocity,V 3.63 fps VA2/2g 0.20 ft Forcemain Velocity within acceptable range.3 fps to 8 fps /OK 2 Sewer System Calculations Single-Family House 1-31=13.xIs 2/5/2013 Baxter Nye Engineering Pipe Volume-Dose Volume . Professional Engineers and Land Surveyors I� 9 ,�arii" I ,�, I i pil H df.,: D n;uiauuIr ffff1''IIIIi:: ,+ " 1(J. -ie. YiKii �.Jt �le' II"1011 �� I �. Ql�,ltlif��lgl '.,mZmrS,b �dill';..711'CI i. f'� n+pn /y I 1y1 Enter values in shaded areas Pipe Volume Delivery Pipe Pipe Cross Sectional Area,A Diameter Laterals, D (in.) MEMEMinches Diameter,,D (ft) 0.13 ft Area 0.012.sf Pipe Area,A=3.14 x(D)^2/4 Volume Length of pipe 4Oft Total Delivery Pipe Volume 0.23 cf 1.74 gal Distribution Pipe(all segments) Pipe Cross Sectional Area,A Diameter Laterals, D (in.) inches Diameter, D (ft) 0.13 ft Area 0.012 sf Volume Length of pipe(Average length of the 2 distrib pipes) 10 ft #of laterals a; Total Distribution Pipe Volume (Min. Dose Volume) 0.39 cf 2.94 gal Required Dose Volume #of Doses for Sands, Loamy Sands 4 Dose Volume is Volume Per Dose 27.5 gal Daily Design Flow Volume Plus Drainback Volume 2 gal divided by Dose Volume 29 gal #of doses required Volume Per Dose is greater than min. Dose Volume required/ OK Sewer System Calculations Single-Family House 1-31713.xls 2/5/2013 Pump Chamber MWI. Enter values in shaded areas Puma Chamber Sizing Pump Chamber Dimensions Interior Height E ft Interior Diameter q ft Interior Useable Height 4 ft Tank Invert Elevation 5: Area 3.142 sf Pump Chamber Incremental Elevations Height Incremental Volume Pump Chamber Invert 2.00 0.00 cf= 0.0 gal ft 0.00 cf=. 0.0 gal Low Water Alarm 2.00 8 ft 5.75 cf= 43.0 gal Pump Off . 3.83 �''IIrt, iV5 ft 3.93 cf= 29.4 gal Lead Pump On 5.08 = 1ft 1.57 cf= 11.7 gal High Water Alarm 5.58 EMERGENCY r ft 1.32 cf 9..9 gal Invert Into Pump Chamber 6.00 TOTAL 4.00 ft 12.57 cf, 94.0 gal Additional Emergency Storage in Sepctic Tank. 9"x 10 ft x 5 ft 280.5 gal Total Emergency Storage Available: 290.4 > 110 gpd design flow Sewer System Calculations Single-Family House 1-31-13.xls 2/5/2013 Will A�20iL2-:4! Cfteiit 'CFai' a :;Em-" oiLron"iBeaefi'-Road"T.r pfe"1eF D-4 ned10. xWSDM'" - Cheq(r c9B H MMWEM - . Enter values in shaded areas .Calculate Static Head(Hsi - Highest Point in System lateral invert Elevation - Lowest Point in System (Pump aft) Elevation Hs= 3.75 it - - Calculate Friction Loss(Hf) Formula:L(3.5541C'D"2.63)^1.85 - Pump Chamber to Last Laterals - - C Hf= 0.21 it ..D,inches Q.gpm L.it . C - 1.- Hf= 075 it D,inches . Q,gpm "2 K-Values(from Pumping Station Design,Sanks 1996) Inormse K by 5%for-h 1'1,chasm In pipe mm0er than 12 ut . Fitting K Entrance .1,ft _ Bellmouth 0.050 - C Hf= 1.59 it Rounded 0250 D,inches r - Sharp-Edged 0.500 Q,gpm .. Projecting. 0.800 Exits,all of the above 1.000 Bends,mitered Degrees' 15 0.050 - t -L,ft 22.5 0.075. - C Hf= 2.71 it 30 0.100 D,inches r 45 0200 Q.gpm 60 0.350 90 0.801) - - r 90 Bend 3 x 30 0.300. ` - - 4 x 22.5 0.300 'Calculate Minor Losses(Hm) Formula:K'(V"22g) - Forged or Cast fitfings - 90 Elbow,standard 0250 _ 90 Elbow,long radius 0.180 45 Elbow 0:180 Use 5%of Hf and add 5'for loss through pump to D-box Return Bend 0.400 - - Tee,Line Flow 0.300 - Tee,Branch Flow 0.756 Cross,Line Flow 0.500 Cross,Branch Flow 0.750 - r Wye,45 0.500 Total"Dvnamic Head(TDHI -TDH=Hs+Hf+Hm. 'Angle _ 1.8-2.9 . Ball 0.040 . Butterfly . 2511b 0.16 ' 751b 0.27 GPM Hm TDH 15011b 0.35 10 5.01 - TDH= 8.97 it 20 5.04 TDH= 9.54 it Check-Valves 30 5.08 TDH= 10.42 it - Ball 0.9-1.7 I 40 5.14 TDH= 11.60 ft Pump Selection Select the CMV5 Meyers Pump-Simplex - - 0.5 hp-at 1,625 rpm Operating point approximately 45gpm at 12.5 R TDH - ,. Hm(calculated) TDH Hm(calculated) k value amt total 7.29 TDH= 1115 1 entrance bell mouth- 0.05 1 0.05 729 TDH= 11.79 90 degree bends 0.8 5 . 4 i 7.29 TDH= 12-63 tees-branch flow 0.75 2 1.5 719 TDH= 13.75 check valve 1.7 1 1.7 ball vavle 0.04 1 O.D4 729 P5:NTAIR MYERS¢ Pentair Electronic Catalog • Customer Quote number Customer reference Size :CMVS Item number :.Default Stages 1 Service Based on curve number :SSE0068 Quantity, : 1 Date last saved :01 Feb 2013 1:11 PM MMM Flow,rated :40.00 USgpm Liquid type :-Water Differential head/pressure,rated(requested) :12.00 ft Additional liquid description Differential head/pressure,rated(actual) :13.29 ft Solids diameter,max :.0.00 in Suction pressure,rated/max :0.00/0.00 psi.g. Solids concentration,by volume :0.00% NPSH available,rated Ample Temperature,max :68.00 deg F Frequency :60 Hz Fluid density,rated I max :1.000/1.000 SG Viscosity,rated :1.00 cP Speed,rated 1,625 rpm Vapor pressure,rated :0.00 psi.a Impeller diameter,rated :5.24 in Impeller diameter,maximum :5.24 in Material selected :Standard Impeller diameter,minimum :5.24 in Efficiency - Maximum working pressure :8.13 psi.g NPSH required/margin required .I 0.00 ft Maximum allowable working pressure :NIA nq(imp.eye flow)/S(imp.eye flow) :N/A Metric units Maximum allowable suction pressure :N/A MCSF :14.93 USgpm Hydrostatic test pressure :N/A Head,maximum,rated diameter : 18.79 ft Head rise to shutoff :N/A% Driver sizing specification :Rated power Flow,best eff.point(BEP) Margin over specification :0.00.% Flow ratio(rated/BEP) Service factor :1.00 100.00% Power,hydraulic :0.13 hp Diameter ratio(rated/max) Y - Head ratio(rated dia/max dia) : 100.00% Power,rated :0.49 hp Cq/Ch/Ce(ANSI/HI 9:6.7-2010] :1.00/1.00/1.00 Power,maximum,rated diameter. :0.50 hp Selection status :Acceptable Minimum recommended motor rating :0.50 hp/0.37 kW(Fixed) os , Power. 0.45 a r 3 0.3 0 EL 0.15 0 25 -MCSF 22.5 20 17.5 15 m 12.5 , m. x 7.5 5 • 2.5 0 0 10 20 30 40 50 60 70 80 90 100' 110 Flow-USgpm Mvers\Pentair Water 293 Wright Street• Delavan,Wisconsin 53115 Pump Selection for a Pressurized System-single Family Residence Project Parameters Discharge Assembly Size 1.50 inches 350 Transport Length 17 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None Max Elevation Lift 3.75 feet 300 I I I I I I I Manifold Length 2 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 2 Lateral Length 17 feet 250 Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Orifice Size 1/8 inches m d Orifice Spacing 2.5 feet LL Residual Head 5 feet Q Flow Meter None inches F 200 'Add-on'Friction Losses 0 feet I I I m m Calculations _ 2 Minimum Row Rate per Orifice 0.43 gpm w PFzoos Number of Orifices per Zone 14 c 150 T Total Flow Rate per Zone 6.1 gpm Number of Laterals per Zone 2 %Flow Differential 1st/Last Orifice 0.0 % f�— Transport Velocity 0.9 fps 100 Frictional Head`Losses Loss through Discharge 0.1 feet -----— — ---- Loss in Transport 0.0 feet i Loss through Valve 0.0 feet Loss in Manifold 0.0 feet 50 Loss in Laterals 0.0 feet i Loss through Flowmeter 0.0 feet I 'Add-on'Friction Losses 0.0 feet I Pipe Volumes ILi Vol of Transport Line 1.8 gals .0 5 10 15 20 25 30 Vol of Manifold 02 gals Net Discharge (gpm) Vol of Laterals per Zone 3.6 gals Total Volume 5.6 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 6.1 gpm PF2005 High Head Effluent Pump System Curve:— Total Dynamic Head 8.9 feet 20 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz .Pump Curve:® Pump Optimal Range:o Operating Point 0 Design Point: • j orenco systems' Incorporated - lCvddDaes th�ruaa• i TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: February 5,2013 TO: Sharon Crocker Total No.'Pa es: Barnstable Health Department BN Job No.: 2012-010 200 Main Street Subject: 280 Long Beach Road Hyannis, MA 02601 Centerville Phone: cc: We are sending you ® Attached ❑ Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑ Pick up ®Hand Delivery The following documents: ® Prints/Plans ❑ Specifications ❑ Estimates/Proposal ❑ Change Order❑ Shop Drawings n Reports/Calculations El Other DATE COPIES NO. PAGES DESCRIPTION 2-5-13 4 2 Variance Request Application 2-5-13 4 Calculations 2-5-13 4 Floor Plans 2-5-13 1 4 1 7 1 Barnstable Checklist 4 14 DEP Renewal of Certification for General Use 2-5-13 4 2 Plan Sheets C3.0, C4.0(24x36) These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑ Returned For Corrections ® For Review And Comment ❑ For Approval ®As Required Remarks: Please call with any questions or comments as necessary. Thank you. Matthew W. Eddy, P.E. Managing Partner MWE/kb 0:\2012\2012-01MADMIMTRANSMITTALS\2012-010 T3 SC 280 Long Beach Site Plan 2-05-13:pdf.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank you. I:\document templates/transmittal template Town of Barnstable- Board of Health Page 1 of 1 McKean, Thomas From: Matthew Eddy [meddy@baxter-nye.com] Sent: Monday, February 11, 2013 3:12 PM To: McKean, Thomas Cc: Crocker, Sharon Subject: 280 Long Beach Road, Centerville- Board of Health Agenda Tom, As discussed, attached please find the Exhibit plan showing a conventional Title 5 system with no variances meeting all of the Title 5 requirements. This is the exhibit demonstration plan needed under the Advantex General Permit requirements. Please note the system meets the 10 ft property line setback as well so there is no issue regarding an interpretation of the permit language for a compliant system. I understand the Board may not be able to vote tomorrow as staff may not have adequate time to review all of the information submitted. But I'd like to still stay on the agenda and we can at least present the updated information. We will drop off hard copies tomorrow morning. Please confirm received and let me know if you have any immediate comments. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor Hyannis,MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com www.baxter-nye.com Please consider the environment before printing this e-mail From: Crocker, Sharon [mailto:sharon.crocker@town.barnstable.ma.us] Sent: Thursday, February 07, 2013 4:11 PM To: Matthew Eddy Subject: Town of Barnstable- Board of Health Hi Matt, Attached'is our agenda for the upcoming meeting, Tuesday, February 12, 2013: 4th,1tem: 280 Long Beach <<02122013 Agenda.doc>> Thanks Sharon 2/11/2013 rvPxu sv$1F1e row ram+ BAXTER NYE w E m ro sue ENGINEERING& ' ova a.ea»a SURVEYING Z 7 v1v ma Ina.mm ssu e<woven r Oa a InW omitsmvn (�0 - aM eLmM Svw slmW En9Neero bb1 U _ m lsc s xsv tOn .v' sExm eaE auwe 78 N_Street-.ka Floor k- rsam sea ova Ne_m Ts: Nlan04 Movadwseth 02M A.I rvoug "'x0 -- xol— w trl a u r vesn - Phan.-(508)771-]502 Y�pN z E _ - LB m t-In oouet8 F.- (509)7n-7622 �v f1 rmm�tT w r u Ir eau w 1`ae �-.-w >v � m e<x.�wm�vN Ism sty[w¢ � m w'slwclvx +w¢.bavta-nM�^ T e xe P �2 ev S�er w¢b _ r - f aNawa ' fir-�..e lmt¢ r a� valor sou m v eomm m •: av �' STANP b w n¢a_ :.•• ot•¢a ar.wm i-lm rol ...nluty av x n •uy mow.gECnIPA1tI161f®IC TYI! � yln.n zwrme Nmv TVN eeaNNtmx aP � 0o m s Nv¢w¢¢ma NNN:) Nn r'Im11 ¢t ary my prat rta./rrr¢'e eau[v rtx¢ _smu'I A T (em mlr6 wctaue¢ xm) mzq/v. NSULTAN m ao/.vRs Vu friVl as aware,t cNem-xm eeuan NNaM�xupsOEmp J/i-I-I/3' ]e'WV(.9'4M. �� ry b V L T e N T m.0 fen¢W worn® 51011E 1/•. / eMRf "MY oxsmlolE sn mra eeelm p J/irol-I/Y nn Eo rov. _ S sumE wwsNm II� ; t:\F Nxwn _ ,m1a Nm '°" I.0 15. In• sTaNE �.sr za ar—I PREP i :"' ,w,� a PtwN v>Evr SBGIlP2a Craig P.Zajac Nor ro ssrNEE NOT ro swE 5 Doeskin Place PLASTIC LALCI&C CHAMBER DETAIL FraMngham,MA,01701 r,rv„,- An-awplTusrx n•sruvoum LENGTX)fi PER uNIT �� .t..! �� xo®nRY.W nE v v lec •eM'utpL AwME m4 OmD YR i1.>ox . ' n ,yl;f-'�' �✓W '—' � 3."� � �e mMnl�m smuK Imn�or IOIm�.�T o.nm Immm�wvun �� .. ..L, -� j .w ... rv[awww ¢w Twmmz• vtawe.vf MUYxw IU4 o0 vYlAZ iPECK .- - _ "" x nc:aa xmn orsv�xxs w�Nsa�wm mea¢� m M m N xxmivv¢M"M avw.m�na . m1vNa. L W p p LUNG o r ommTm tic m1er,ors N1E m maac tIE u�lulu mrn+®`o°. `Lu mxm �rw'rml.°"°"lo 11 vw4 n. PROPOSE GNDArON :L. FO -'3.e ...vas°" £ ,,, 6atmla xe 11�cri.lmwlwwnor .m Nutaa.ema lmxbom m tM < s 0„ ; meurmes smr lamr.e wawa sN.N�nNpNoa wn mto IIE ms p m �0lciu« e E,7 w o.vm y .�wa suml eamr m n<r®som ee w nn.Imuva a J I `CC 3" N.Nra O N U }ale of 4 �O E Y eal�v 1.ad ° t f t Fsnerore w,Lu wrtN eaewn _ t\ aN1L+ 1 CeCN�e rse pE to ur6 .,.... taoee uaurrw: 1 oFwa Nmm'm1 um nor nc Ursa xws Le c e e (Tall �Sru�eum]i�iO)�w N>� 00166'IFM wM rK RERRD 1RVaC.f]nWlff Nll I)09RM£ttAA®w Jlo pot 1101) °'"'ap1 t- iss .., Rt91aRW: 1®bola svaTME arE A�1 waanxnrl¢ .., Toms.pnw .Ilo pn se woe PQEIe lure•mnoN) r! E ( 1Np1�)-� SNEET TIT n —"5'��ate'o Baum NE"M EXHIBIT-Conventional T. '(�MCw6Ev. LE.-n]._/u. N1-5011 P.E INME:60N OES1lNN5 _ l 'i. ��•'EVM eSaN; �� TEST PR 2 TESf PR J TES!P6. 1C System SHEET IS EXH r _ Ilo GPo/0.)• N1L GSE-fll GSE-58 GSE i. Sept :;c- fa)s7an.st�b .:1PR�:law.SeO. o,R v.:taw sNo otP•n.1w11'SNo. _. pLwam nox 'J '"° 2/'• -"JI a00[fff115LR OPMBEIS 11' r:t tOwT • _ °5 •� � 1ve• IaIIN I� 1j„ ,. %.•. 85 fi S 1]R S 1]i ii.SEE RTNS IMIEp1 IOxN•/•;IaWx xlw n ■O 15 5� wm m. .1 IC •1a SVO IY �] ATE 1 Ott t I)ih.. - t gpt•pl tltFe fe.85. 9)S 4 IC l ep:= Iam)/•. 1mn>/e:lEua ImP v.� 10 o to zo m5 rv.. e.T o... T. . .a'+'" Svo sxo SfPIC tAN(SRW:110 GF9.E11fii- uet AL� SCALE N MIT laT SMYL ff�IeSrN:RD to 1 BFtlp01l wy55 �l 01C-�.mil T BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 November 6,2012 Dr.Wayne Miller Barnstable Board of Health ^' Mr.Thomas McKean ' Barnstable Health Department $� � Ckn 200 Main St. Hyannis,MA 02601 RE: 280 Long Beach Road,Centerville—Continued Board of Health Hearing BN Job#2012-010 er Dear Dr.Miller,Board members, and Mr.McKean: Attached hereto please find the revised plans and additional information for the 280 Long Beach Road,Centerville variance application. The following addresses the items discussed at the Board of Health(BOH)hearing on October 9, 2012,which was a continuance from the initial hearing on September 18,2012: 1. We have revised the plans to detail the Advantex Wastewater Treatment System Model AX20. a. The Advantex technology works just like a recirculating sand filter which is a reliable and proven technology. While the treatment process is similar to an:RSF,.the Advantex-module is more efficient, providing higher nitrogen removal rates and requiring a smaller system footprint. b. The Advantex System was given its original General Approval by DEP in 2004 and Provisional Approval in 2005. The technology has been available nationally for over 11 years and is a proven technology. 2. Attached is documentation received from the Cape Cod DEP office regarding expected removal rates of viruses through a standard Title 5 septic system. a. The study results sh6wed that an expected 99.9%of virus removal is expected through the underlying 5 ft. of sandy soil in a standard Title 5 septic system(the 5 ft. is the required separation between the ' bottom of the disposal field and high groundwater). b. This study was performed to determine potential future credits or design reductions which may be given to.septic system designs which include I/A systems. The study goes on to state that a Recirculating Sand Filter(the same technology being used in the Advantex)provides 98 to 99% reduction in viruses. This reduction is in addition to the 99.9%reduction in viruses provided by a Standard Title 5 system with 5 feet of separation and no I/A technology,as our proposed design does not request any reductions in groundwater separation or field size. c. Additionally,we have added an Ultraviolet Disinfection unit after the Advantex System to add a further level of virus removal. 3. A request was made to examine Barnstable BOH Article II—Soil Stability(shifting sands). a. The lot and proposed development is not within"...active shifting sands or earth" as required by. Article H. The lot is covered totally by an existing healthy lawn. The lot is also surrounded by existing residential development which is totally stabilized. b. Title 5-Section 15.213 states that a septic system shall not be installed in"...a velocity zone on a coastal beach,barrier beach, or dune, or in a regulatory floodway...". This lot and proposed project are not within a Velocity Zone or floodway. C. Therefore this lot meets the requirements of Title 5 and the Town of Barnstable regarding this issue. Land Surveys 9 Site Design • Subdivisions • Septic Design • Wetland Filings • Planning November 6,2012 Dr.Wayne Miller Barnstable Board of Health Mr.Thomas McKean Barnstable Health Department Re:280 Long Beach Road,Centerville—Continued Board of Health Hearing 4. Regarding the variance requested to Article VIII,the existing soil provides for almost 3 feet of naturally occurring pervious soil. The variance sought would be for only one foot(.or approximately 25%of the required 4 feet). a. We believe it is important to note that all the abutting lots are.currently developed with residential homes of similar or larger size. The ground elevation of the surrounding development is similar to this lot. b. This is not a Title 5 requirement and solely a Town regulation. c. Variances to this regulation have been previously granted by the Board for new construction. d. The system is mounded to create the requisite 5 feet of separation to high groundwater. 5. The Nitrogen calculations for the proposed project show an expected level of total nitrogen to be 9.96 ppm. This level meets the State drinking water levels required of 10 ppm. . a. Additionally: i. It was demonstrated that a lot which had an additional 45 feet in depth could meet the 100 foot setback to a wetland as required by the Town. In this case the project would not require variances and would not require an I/A or additional treatment technology. In this case the total nitrogen loading would be expected to be 13.05 ppm. ii. The proposed project has limited the bedroom,and therefore the design flow,to two bedrooms. The SEP overlay requirements for this area would typically allow a three bedroom home for this lot. 6. The only variances requested from State Title 5 Environmental Code are setbacks to the property line. We believe,based on the information provided,that this project as proposed meets the intent and expectations of both the Town of Barnstable BOH regulations and the State Title 5 Environmental Code.We appreciate the Boards consideration of this information. Very truly yours, Baxter Nye Engineering&Surveying, e E dy,P.E. anagmg Partner Cc: Mr.Craig Zajac Mr.Michael Scott,NMF File 0:\2012\2012-010\ADMINV.E=RS\2012-010 Ll BOH revised submittal.docx Page 2 BAXTER NYE ENGINEERING & SURVEYING 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771=7502 Fax:.(508)771-7622 November 6,2012 Dr. Wayne Miller Barnstable Board of Health Mr.Thomas McKean Barnstable Health Department Re:280 Long Beach Road,Centerville—Continued Board of Health Hearing ATTACHMENT LIST OF REOUESTED VARIANCES TITLE V SECTION 15.211:MINIMUM SETBACK DISTANCES PROPERTY LINE TO SEPTIC TANK:REQUIRED= 10',PROVIDED=9'(1.0'REDUCTION) PROPERTY LINE TO PRIMARY SOIL ABSORPTION SYSTEM:REQUIRED= 10',PROVIDED=5'(5' REDUCTION) PROPERTY LINE TO RESERVE SOIL ABSORPTION SYSTEM:REQUIRED= 10',PROVIDED=3'(7' REDUCTION) TOWN OF BARNSTABLE CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS ARTICLE I-PARAGRAPH 360-1 SETBACK REQUIREMENTS: REQUIRED:UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH,ALL SOIL ABSORPTION SYSTEMS,LEACHING FACILITIES, SEPTIC TANKS,DISPOSAL FIELDS,OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL INTERVENE BETWEEN ANY BORDERING VEGETATED WETLAND(AS DEFINED WITHIN 310 CMR 15.002 OF THE STATE ENVIRONMENTAL CODE,TITLE 5,MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE)AND/OR WATERCOURSE INCLUDING BROOKS,PONDS, SALT AND FRESH WATER MARSHES,BOGS, STREAMS,COASTAL BANKS,LAKES OR SPRING HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL ABSORPTION SYSTEM,LEACHING FACILITY, SEPTIC COMPONENT. PROVIDED: 55.1 FEET(TANK), 59.7 FEET(SAS) ARTICLE VIII-INSTALLATION OF ONSITE-SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS- PARAGRAPH 360-18 RESTRICTIONS: SUBSURFACE DISPOSAL SYSTEMS SHALL HAVE FOUR-FOOT OF DEPTH OF NATURALLY OCCURRING PERVIOUS SOIL ABOVE THE MAXIMUM GROUNDWATER ELEVATION. PROVIDED:APPROXIMATELY THREE FEET OF NATURALLY OCCURING PERVIOUS SOIL OCCURS ABOVE THE HIGH GROUNDWATER. PROVIDE AN OVERDIG TO THE"C"HORIZON ELEVATION AND REPLACE WITH CLEAN SAND PER TITLE V-310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS TO PROVIDE THE REQUISITE 5 FT OF SEPARATION TO HIGH GROUNDWATER. Page 3 BARTER NYE ENGINEERING& SURVEYING 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 100 SF DECK ❑ ❑ U. 0 D FAMILY ROOM REF KITCHEN ENTRY O LIBRARY MUD UP ROOM BATH O D Zajac Residence JOANNA RECK First Floor Plan m 280 Long Beach Road A R c H : r E c T New/Proposed N Centerville, MA 02632 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8" = V-0' ph: 978-470-3068 fx: 978-470-3733 ©1012 r� BALCONY MASTER BEDROOM O W.I.C. O DN CD O BEDROOM 0 BATH Oa BATH O 13 I Zajac Residence JOAR�AT E PECK Second Floor Plan N CD280 Long Beach Road o New/Proposed N Centerville, MA 02632 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8' = 1'-0' ph: 978-470-3068 fx: 978-470-3733 ©2012 �OpIHE rO�Y Town of Barnstable Barnstable 6AN y�P RN STAE3LE,E, Board of Health ` , � D 9 MASS. g 200 Main Street, Hyannis MA 02601 Op 039. MA'I p, 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. Agreement to Extend Time Limit For Acting Upon a Variance Request In the Matter of a variance request form rec%ed on , the Petitioner(s), regarding the property at cot YO the petitioner(s) and the Board of Health agree that the Board of Health has until 1 (insert date) to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature- Signature: ti n r or Voner's Representative Chairman Print: Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: 508-862-4644 Fax: 508-790-6304 Q:\OFFICE FORMS\BOH Agreement to Extend Time Limit to Act on Variance.doc f �oFIKME Taw Town of Barnstable Barnstable Board of Health * IIARNZA.BLE, • r tiAsSg 200 Main.Street, Hyannis MA 02601 OO,o i639• `� rf0 MAt a' 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. Agreement to Extend Time Limit For Acting Upon a Variance Request In the Matter of a variance reque t form received on 9' /17 O 1.2 , the Petitioner(s), /� regarding the property at y (,. the petitioner(s) and the Board of Health agree tha e Board of Health has until (insert date) to act upon the Petitioners' completed application for a variance. ,In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Vtigo r(s)or itio 's Representative Chairman Print: _Y Print: Wayne Miller, M.D. Date: i / Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: 508-862-4644 Fax: 508-790-6304 Q:\OFFICE FORMS\BOH Agreement to Extend Time Limit to Act on Variance.doc 100 sF /3 DECK � I Q INI G I FAMILY ' ROOM IZI REF C 1 . I - ENTRY LIBRARY MUD UP c ROOM ; I 00 g JOANNA BECK First Floor Plan m Zajac Residence A R .0 H I T E C T N 280 Long Beach Road o New/Proposed o. N 15 Rockridge Rd., Andover, MA 01810 SCALE: t/e' = t'-o" Centerville, MA 02632 ph: 978-470-3068 fx: 978-470-3733 ®��1 BALCONY ...,._..... MASTER BEDROOM O ' DN O C) O BEDR00M BATH BATH 00 D JOANNA RECK Second Floor Plan D ` m Zajac Residence A R C H I T E C T 0 280 Long Beach Road New/Proposed N N Centerville, MA 02632 15 Rockridge Rd., Andover, MA 01810 SCALE: 1/8" = V-0" ph: 978-470-3068 fx: 978-470-3733 ®1011 Baxter Nye Engineering & Surveying 78 North Street, 3rd Floor,Hyannis,Massachusetts 0260.1 August 14 ', 2009 Robert Angelo 28 Wayside Inn Road Framingham, Massachusetts 01701 Rem 283 Long Beach'Road Dear Mr. Angelo, I have completed using the observation well at your beach house. You may remove it if you wish. The observed groundwater level varies d fro El:0:95 to El:1 9-5 with an average of El. 1.45. This correlates well with the observed groundwater(El. 1.5)used for the septic design at Portledge by the Sea across the street. The bottom of the leaching system on your property is at El. 3.0 and therefore is not in contact with groundwater through out the observed range. It is my opinion that the existing septic system meets the criteria set forth in 310 CMR 15.302 (Title V) and passes the inspection. If you have any questions or comments please call me directly at 508-428-9131, ext.13. Sincerely, Stephen A. Wilson,P.E. cc: S. Frank,D. Brown #2009-020:01 AngeloGWSeptic.doc Phone(508) 771-7502; Fax (508) 771-7622 J r�rtic COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292.5500 i\ v,DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY / (v v LAURIE BURT Lieutenant Governor �/ ) Commissioner PROVISIONAL E APPROVAL-RENEWAL Pursuant t Title 5, 310 CMR 15.000 Name and Address of App 'cant: Orenco Systems, c. 814 Airway Avenue Sutherlin, OR 9747 Trade name of technology and odels: Advantex Wastewater Treatme t System Mo s AX20 and AX100 (hereinafter the "System"). Schematic drawings illustrati the AX20 and A 100 units and their technology checklists are attached and are part of this ertification. DEP Transmittal N beFX231954 Date of Issuance: July 14, 2010, Revised July 2010 Expiration date: July 14, 2015 Authority for Issuanc Pursuant to Title 5 of e State Environmental Code, 310 CMR 15.000, the Department of Environmental Prote tion(hereinafter"the Department") hereby issues this Provisional Approval to: Orenco Systems, nc., 814 Airway Avenue, Sutherlin, OR 97479 (hereinafter "the Company"), approving the Adva tex models AX20 and AX100 (hereinafter "the Technology" or "System") for use in the Commo ealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are s ject to compliance by the Company, the Designer,the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. July 21, 2010 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep Z�� Printed on Recycled Paper Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 2 of 18 Orenco Advantex AX20&AX100 Revised 712112010 I. Purpose Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the Technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the Technology during the first 3 years of operation of each system, in accordance with Title 5 —310 CMR 15.286 (7), Provisional Approval of Alternative System. The specific goal of the Performance Evaluation is to determine if the Technology is capable of consistently meeting the concentration limits for total nitrogen (TN) of 19 or 25 milligrams per liter (mg/L) for installations with design flows less than 2,000 GPD and 25 mg/L for installations with design flows 2,000 GPD or greater but less than 10,000 gpd, in the effluent discharged to the soil absorption system. In areas subject to nitrogen loading limitations, increases in the discharge rate per acre may be allowed when the nitrogen concentration discharged to the soil is reduced. The Company is responsible for oversight and sampling of the systems during the Performance Evaluation. For Systems less than 2,000 GPD the Owner has responsibility for continued oversight and sampling of the system if the property served has a design flow rate per acre greater than 440 gallons per day per acre (gpda) in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. For Systems 2,000 GPD or greater the Owner has responsibility for continued oversight and sampling. II. General Description of the Technology The System is installed between the building sewer and the soil absorption system (SAS) of a standard Title 5 system in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of a Title 5 system constructed in accordance with 310 CMR 15.000, subject to the provisions of this Approval. The System is a multi-pass,packed bed aerobic wastewater treatment system designed to treat residential strength wastewater from facilities with a design flow of less than 10,000 gpd. The System is comprised of a pre-assembled, UV-protected fiberglass reinforced plastic (FRP) module that contains a textile media filter, installed on top of a two compartment Processing Tank with a minimum capacity of 1500 gallons. The first compartment receives and separates the raw sewage into three zones: a scum zone, a sludge zone and a clear zone. A flow through port in the tank baffle wall allows effluent from the clear zone to the second compartment of the tank. A Biotube Pump Package installed in the second compartment of the Processing Tank pumps effluent to a pressure distribution manifold located on top of the textile media in the filter module. The effluent is applied at a preset recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be recalibrated if flows vary significantly from projected flows. Effluent from the filter module flows in part or totally to the Processing Tank (where applicable) or to an external pump chamber or distribution box. During extended periods of low flow, all of the treated effluent is returned to the Processing Tank or external pump chamber. Filtrate from the I _ - Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 3 of 18 Orenco Advantex AX20&AX100 Revised 712112010 System textile filter modules flows through a conveyance pipe/underdrain to a flow splitting valve and discharges back to the Processing Tank, or to a final effluent pump chamber for discharge by pressure distribution or to a distribution box for gravity discharge, to the soil absorption system (SAS). The filter modules are equipped with UV protected, removable FRP composite lids and contain one inch of insulation on the underside of the lid. The Biotube Pump Package controls are equipped with high water level override and high water alarm. The alarm and control circuits are connected to an independent power source run from the main power source of the facility. The Biotube Pump Package is designed to allow all piping to drain back to the Processing Tank. The Package is equipped with a removable filter cartridge that is equivalent to a Department approved septic tank effluent tee filter. Systems designed for residential facilities in excess of six bedrooms, and any design using AX100 units, requires installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226, sized a minimum of 2.2 times the facility design flow and located prior to the filter module. These Systems also include a separate processing or recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons in accordance with the Company's design criteria. Single or multiple System units can be used in combination to serve various sized or multiple facilities. The System can be equipped with a Vericomm or TCOM control panel (CP)which is attached to an Internet web based interface, or connected to a dedicated phone line, that provides continuous remote monitoring, maintenance information, management and control of each individual system. The CP provides the contracted operation and maintenance (O&M) provider with information to manage incoming alarms 24 hours per day through automatic notification, pre-established alarm protocol, a list of all active alarms, diagnostic data and input and review of alarm responses. The CP provides for site management through editable information, a tabular display of all operating data facilitating standard and custom reporting. The CP unit typically transmits report information to the O&M provider and the manufacturer of the System. If enabled, System information can be tracked using AdvanTexdealer.com, a web based program used to track and update site information, manage contact information, generate and print reports and audit checklists. All access ports and manhole covers shall be installed at grade to allow for maintenance of the System. The control panel including alarms shall be mounted in a location accessible to the operator of the System. The use of the Technology under this Approval requires: • Disclosure Notice in the Deed to the property; • Certifications by the Company, the Designer, and the Installer; • System Owner Acknowledgement of Responsibilities; • A certified operator under contract for periodic inspection and maintenance; • Periodic sampling; • Recordkeeping and reporting; and • An external power supply. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 4 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 III. Conditions of Approval A. Basis for Conditions 1. The term "System"refers to the Technology in combination with any 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. 2. The term"Approval" includes the Special Conditions, Standard Conditions, General Conditions of 310 CMR 15.287, and the approved Attachments. 3. Items required by this Approval include: a) Performance Evaluation Plan (PEP) with sampling and analysis requirements and approved by the Department. The PEP must be submitted to the Department for review and approval within 60 days of issuance of this Approval and meet the requirements of the Department's Guidance for the Preparation of Performance Evaluation Plans < 2,000 GPD, and, Guidance for the Preparation of Performance Evaluation Plans 2,000 GPD or Greater; b) minimum System installation requirements; c) company schematic drawings and specifications; d) Owner's Manual, including information on substances that should not be discharged to the System; e) Operation and Maintenance manual, including but not limited to, operator qualification requirements, inspection requirements, sampling and analysis requirements, recordkeeping requirements, and/or reporting requirements; and f) MassDEP Operation and Maintenance (O&M) and I/A Technology Inspection Checklists. B. Special Conditions for all Systems 1. Department review and approval of the 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. 2. Any System for which a complete Disposal System Construction Permit Application is submitted while this Approval is in effect, may be permitted, installed, and used in accordance with this Approval unless 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. 3. The System Owner shall provide access to the site for purposes of sampling the System in accordance with the Company's technology Performance Evaluation Plan approved by the Department, in addition to providing access for performing inspections, maintenance, repairs, and responding to alarm events. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 5 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 4. The System Owner shall ensure that no permanent buildings or structures, other than the System, are constructed in the area for the installation of all the components of a fully conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system with a reserve area shall not otherwise be disturbed by the System Owner in any manner that will render it unusable for future installation of a fully conforming Title 5 system. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly, the Designer shall not propose and the System Owner shall not construct a new system or an upgrade or expansion of an existing system if it is feasible to connect the facility to a sanitary sewer. When a sanitary sewer connection becomes feasible, the facility served by the System shall be connected to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed in writing by the Department. 6. For the purposes of inspection and maintenance, all System tanks, access ports, and manholes shall have readily removable impermeable covers of durable material provided at grade, except the septic tank access covers are not required to be at grade. The System processing tank's two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. 7. The control panel including alarms shall be mounted in a location accessible to the System Operator. Operation and Maintenance 8. Inspection, operation and maintenance (O & M), sampling, and field testing of the System required by this Approval shall be performed by a System Operator with the following qualifications: a) is an approved System Inspector in accordance with 310 CMR 15.340; b) has been trained by the Company and whose name appears on the Company's current list of qualified operators; and c) has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be included in the O&M agreement required by Paragraph B (9). 9. Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year and include the following provisions: a) The System Operator must have the qualifications specified in Paragraph B (8). Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 6 of 18 Orenco Advantex AX20&AX100 Revised 712112010 b) The System Operator must inspect the System in accordance with the Approval and anytime there is an equipment failure, System failure, or other alarm event; c) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or violations of the Approval, procedures and responsibilities of the Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days describing corrective measures taken to the System Owner, the Company, and the local board of health. d) The System Operator shall determine the cause of total nitrogen effluent limit violations if they occur and take corrective actions in accordance with the approved O & M Manual. e) Procedures and responsibilities for recording quarterly or monthly wastewater flows must be defined, see Paragraph C (7), Flow Metering. 10. At all times, the System Owner shall maintain an O & M Agreement that meets the requirements of Paragraph B (9). 11. The System Owner and the System Operator shall properly operate and maintain the system in accordance with this Approval,the Designer's operation and maintenance requirements, and the requirements of the local approving authority. Recordkeepin and nd Reporting 12. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 13. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 14. In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or any violations of the Approval, the System Owner and the System Operator shall be responsible for the written notification of the local approving authority and the Company within five days describing corrective measures taken. 15. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. The O&M report and inspection checklist shall include, at a minimum: a) for a System failing, any corrective actions taken.; b) wastewater analyses, wastewater flow data, and field testing results; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 7 of 18 Orenco Advantex AX20&AX100 Revised 712112010 e) any other corrective actions taken or recommended. 16. By February 15th of each year, the System Owner shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 17. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. 18. The System Owner shall notify the Approving Authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of the O&M Agreement required by Paragraph B (9). III. C. Special Conditions For Systems less than 2,000 GPD The Technology is approved for use with a System serving a facility with a maximum design flow of less than 2,000 gallons per day, subject to the following additional conditions: 1. The System may only be installed to serve facilities where a fully conforming Title 5 system with a reserve area exists on-site or could be built on-site in compliance with the design standards for new construction of 310 CMR 15.000, and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully conforming Title 5 system may include other approved alternative technologies in accordance with the conditions imposed on the alternative technologies. 2. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limit and Monitoring Requirements for Systems less than 2,000 GPD, 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except: a) For any facility, an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 25 mg/1 or less, or b) For residential facilities only, an increase in the flow rate per acre is allowed up to a design flow up to 660 gpda provided that the facility meets a TN effluent limit of 19 mg/1 or less. The System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 8 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violation of the TN concentration in the System effluent shall not require notifications as required in Paragraphs B(12) and (13). 4. Prior to Department approval of the Company's Performance Evaluation Plan, the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with Paragraph C (3). Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection, see "Flow Metering"below. a) Year-round facilities shall be inspected and effluent sampled quarterly. b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample. c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater during inspections when not sampling for laboratory analysis, see DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies.htm#t5pols. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 5. During the Performance Evaluation period, the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 6. After the three (3) year Performance Evaluation period by the Company and approval by the Department, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements if the System is subject to a total nitrogen concentration limit in accordance with Paragraph C (3). a) Year-round properties shall be inspected and sampled for at least the TN parameter a minimum of twice/year, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed as determined necessary by the System operator, see DEP Field Testing Protocol at http://Www.mass.gov/dep/water/laws/policies.htm#t5pols. Water meter readings shall be recorded at each inspection, see "Flow Metering" below. b) Seasonal properties shall be sampled for at least the TN parameter a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after each seasonal occupancy. A second sample must be taken no less than 2 months after the first sample. Field testing of the System shall be completed as determined necessary by the operator. Water meter readings shall be recorded at each inspection, see "Flow Metering" below. 7. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 9 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 8. Field Testing: Turbidity, pH and Apparent Color- Turbidity, pH, DO and apparent color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies.htm#tSpols. 9. At a minimum, the System Operator shall inspect the System: a) two times per year; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure 10. The System Operator shall collect samples and obtain analysis results from an approved lab, perform field testing required by the Approval and submit results within 60 days of the site visit to the System Owner. 11. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen loadings during the Performance Evaluation period, a minimum of three years, the System Owner shall operate the System subject to the requirements of the General Use Certification, if issued, for this technology. III. D. Special Conditions for Systems 2,000 to less than 10,000 GPD The Technology is approved for use with a System serving a facility with a minimum design flow of 2000 gallons per day and a maximum design flow less than 10,000 gallons per day (GPD), subject to the following additional conditions: 1. The approved technology may be substituted for the RSF as a required component of a System designed to serve a facility or facilities with a design flow of 2,000 gpd or more to be located in a Nitrogen Sensitive Area in accordance with the requirements of 310 CMR 15.202. When substituted for the RSF, the design, installation, use, and operation of the System shall comply with all the conditions of 310 CMR 15.202(1) to 15.202(5) applicable to an RSF or an equivalent alternative technology, except those provisions that specifically have been varied by the conditions of the Approval. 2. The System shall include the installation of a septic tank, designed in accordance with 310 CMR 15.223 — 15.229, connected to the building sewer and followed by the Technology installed in series between the septic tank and the SAS. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 10 of 18 Orenco Advantex AX20&AX100 Revised 712112010 components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limits and Monitoring Requirements for Systems 2,000 to 10,000 GPD, 3. If the System is installed to serve new construction in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214 and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System shall not be designed to receive and shall not receive more than 440 gallons of design flow per day per acre (gpda), except an increase in the flow rate per acre is allowed up to a design flow up to 550 gpda provided that the facility meets a TN effluent limit of 25 mg/l or less. The System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the total nitrogen concentration limits in the effluent. Violations of the total nitrogen concentration in the System effluent shall not constitute a failure of the System for the purposes of reporting as required in Paragraphs B (12) and (13). 4. Effluent Total Nitrogen - The System shall not exceed a TN concentration of 25 mg/1 in the System effluent. 5. Effluent BOD5, TSS and pH - If the System is located in a Nitrogen Sensitive Area, the effluent discharge concentrations 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. 6. Prior to Department approval of the Company's Performance Evaluation Plan,the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with Paragraph D (3). Sampling shall include pH, BOD5, TSS and TN, unless otherwise stated. Flow shall be recorded at each inspection, see "Flow Metering"below. a) For year-round properties, if the facility is not in a Nitrogen Sensitive Area, the effluent shall be monitored monthly for 36 months and monitored thereafter for Total Nitrogen only on a quarterly basis. Reduced sampling shall also include Field Testing of System wastewater during inspections. b) For year-round properties, if the facility is located in a Nitrogen Sensitive Area: (i) For year-round properties, if the facility is located in a Nitrogen Sensitive Area, the effluent shall be monitored monthly for 36 months and monitored thereafter for pH, BOD5, TSS and Total Nitrogen on a quarterly basis. (ii) The influent shall be monitored quarterly for pH, BOD5, TSS and Total Nitrogen for a minimum of 12 quarters. c) Seasonal properties shall be inspected and sampled monthly only when occupied. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 11 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 7. During the Performance Evaluation period, the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 8. Upon completion of the Performance Evaluation, after the Performance Evaluation period by the Company, and until this Approval is modified, terminated, or superseded by a General Use Certification,the System Owner shall comply with the following monitoring requirements: a) If the System is located in a Nitrogen Sensitive Area, the System Owner shall comply with the following monitoring requirements for BOD5, TSS, pH and TN: (i) Year-round facilities shall be sampled a minimum of once/quarter, at least 2 months apart.. (ii) Seasonal properties shall be sampled a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after occupancy. A second sample must be taken no less than 2 months after the first sample. b) If the System is subject to a total nitrogen concentration limit in accordance with Paragraph D (3), the System Owner shall monitor only total nitrogen according to the frequency requirements of Paragraphs D (8)(a)(i & ii). c) Year-round properties, and seasonal facilities when occupied, shall be inspected a minimum of quarterly and sampled for at least the TN parameter. Field Testing of System wastewater shall be completed during inspections when not sampling for laboratory analysis, see DEP Field Testing Protocol at http://www.mass.gov/dep/ water/laws/policies.htm#tSpols. Water meter readings shall be recorded at each inspection, see "Flow Metering" below. d) The System Owner shall not be required to monitor influent BOD5, TSS, pH, and TN as specified in 310 CMR 15.202 (4)(c). Properties occupied at least 6 months/year are considered year-round properties. Properties occupied less than 6 months/year are considered seasonal properties. 9. At a minimum, the System Operator shall inspect the System: a) once per quarter. b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. 10. Flow Metering -At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 12 of 18 Orenco Advantex AX20&AX100 Revised 712112010 b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 11. Field Testing: pH, DO, turbidity and color shall be measured and/or recorded in the field when effluent sampling for TN only is required. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/ policies.htm#t5pols. III. E. Special Conditions Specific to the Company 1. The Approval shall only apply to model units with the same model designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units shall be subject to the review of the Department for coverage under the Approval. 2. The Company shall implement the Performance Evaluation Plan, as submitted and approved by the Department, and shall be responsible for all data collection and submissions to the Department until a final determination on the Performance Evaluation has been made by the Department. 3. Until a final determination has been made by the Department on a completed Performance Evaluation, the Company shall submit to the Department an annual report by February 15th of each year that includes the following: a) a table of all sample data collected for all systems installed to date and all information required by the Department as part of the approved Performance Evaluation Plan; b) any recommended changes to the approved Performance Evaluation Plan; and c) a list of pending applications for system installations which have been submitted to local approving authorities. 4. The Company shall institute and maintain a program of Installer training and continuing education that is at least offered annually. The Company shall maintain and annually update, and make available the list of qualified Installers by February 15th of each year. The Company shall certify that the Installers on the list have taken the training and passed the Company's training qualifications. 5. The Company shall institute and maintain a program of Designer training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Designers by February 15th of each year. The Company shall certify that the Designers on the list have taken the training and passed the Company's training qualifications. 6. The Company shall institute and maintain a program of Operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Operators by February 151h of each year. The Company shall certify that the Operators on the list have taken the training and passed the Company's training qualifications. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 13 of 18 Orenco Advantex AX20&AX100 Revised 712112010 7. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. IV. Certification and Notification Requirements 1. Thirty (30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner, as required by 310 CMR 15.287(5). 2. Upon submission of an application for a DSCP to the Approving Authority, the Company shall submit to the Approving Authority, with a copy to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to this Approval and that the proposed use of the System is consistent with the unit's capabilities and all Company requirements. The review shall include evaluation of the need for installation of water meter(s) at each facility. An authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 3. The System Designer shall be a Massachusetts Registered Professional Engineer, or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 4. Thirty (30) days prior to delivery of the treatment unit to the site for installation, the Company shall provide to the Approving Authority a copy of a signed contract for a minimum period of one year with a Company approved Operator and the initial Owner/Occupant of the property. 5. Prior to the commencement of construction, the System Installer must certify in writing to the Designer and the System Owner that (s)he has taken the Company's training, passed the Company's training qualifications, and is listed on the Company's list of Installers. 6. Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR I Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 14 of 18 Orenco Advantex AX20&AX100 Revised 712112010 15.000, the approved design plans, and all local requirements, including any local approving authority site-specific requirements; b) In accordance with 310 CMR 15.021(3), the Designer must certify in writing that any changes to the design plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer; c) As a condition of this Approval, the System Installer and Designer must certify to the Approving Authority in writing that the System has been constructed in compliance with the terms of this Approval; d) An authorized agent of the Company must certify to the Approving Authority in writing that the installation was done by a qualified Installer approved by the Company and the installation conforms to this Approval. The authorized agent of the Company responsible for the inspection of the installation shall have received technical training in the Company's products; and e) Prior to signing any agreement to transfer any or all interest in the property served by the system, or any portion of the property, including any possessory interest,the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of such notice being given. V. Standard Conditions 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a System utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. The design, installation, and use of the System must conform to the terms and conditions of the Approval and the Department approved attachments. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. Standard Conditions Applicable to the System Owner 4. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 15 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 6. The System is approved for the treatment and disposal of sanitary sewage only. The System Owner shall not introduce any wastes that are not sanitary sewage into the System. The System Owner shall dispose of wastes generated or used at the facility that are not sanitary sewage by other lawful means. 7. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 8. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology and in accordance with any additional requirements of the Approving Authority. The most recent O&M provisions of this Approval for the alternative technology are available from the Department. 9. 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. Standard Conditions Applicable to the Designer 10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 11. Prior to the application for a DSCP, the Designer shall provide the System Owner with a copy of this Approval. Standard Conditions Applicable to the Company 12. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 13. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval. 14. The Company shall make available, in printed and electronic format, the approved Attachments and any approved updates associated with the Approval, to the System Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 16 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 Owners, Operators, Designers, Installers, vendors, resellers, and distributors of the System. 15. The Company shall submit to the Department for approval any proposed updates or changes to the Attachments to the Approval. 16. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 17. The Company shall notify 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 the Approval 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 the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 18. 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. 19. If the Company wishes to continue the Approval after its expiration date, the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. Reporting 20. 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 Winter Street- 5th floor Boston, Massachusetts 02108 Rights of the Department 21. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, noncompliance with the terms of the Approval, non-payment of any annual compliance assurance fee, 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 rights to take any enforcement action Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 17 of 18 Orenco Advantex AX20&AXI00 Revised 712112010 authorized by law with respect to the Approval and/or a System utilizing the Technology against the Company, the Designer, the System Owner, the Installer, and/or the Operator of the System. VI. General Conditions Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems Pursuant to 310 CMR 15.284 through 15.286" "The following conditions shall apply to all uses of alternative systems pursuant to 310 CMR 15.284 through 15.286: (1) All plans and specifications shall be designed in accordance with 310 CMR 15.220. (2) Any required operation and maintenance, monitoring and testing plans shall be submitted to the Department and approved prior to initiation of the use. Monitoring and sampling shall be performed in accordance with a Department approved plan. Sample analysis shall be conducted by an independent U.S. EPA or Commonwealth of Massachusetts approved testing laboratory, or an approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a report or falsify any data collected pursuant to an approved testing plan. (3) The facility served by the alternative system and the system itself shall be open to inspection and sampling by the Department and the Local Approving Authority at all reasonable times. (4) The Department and/or the Local Approving Authority may require the owner or operator of the system to cease operation of the system and/or to take any other action necessary to protect public health, safety, welfare and the environment. (5) The owner or operator shall provide written notice to any new owner or operator that the system is an alternative system. Such notice shall include notice of the general conditions and any special conditions applicable to the system and its owner. (6) The owner or operator, or the proponent of the alternative system, shall obtain and provide the Department with a determination from the board of certification of operators of wastewater treatment facilities established pursuant to M.G.L. c. 21, § 34A as to whether a certified operator is required for operation of the alternative system. The Department shall waive this requirement if it has on file a determination for the alternative system, and shall notify the owner, operator, or proponent of the determination. (7) It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system except in full compliance with the written approval and 310 CMR 15.287. (8) The Department may require the issuance of a groundwater discharge permit pursuant to 314 CMR 5.00 (groundwater discharge program) for any alternative system. (9) The system owner shall maintain an operation and maintenance contract with a Massachusetts certified operator where one is required by 257 CMR 2.00, or otherwise with a person qualified to operate and maintain the system in accordance with the Department's written approval. Renewal of Provisional Approval-Nitrogen Reduction <10,000 gpd Page 18 of 18 Orenco Advantex AX20&AX100 Revised 712112010 (10) Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the Local Approving Authority. Baxter Nye Engineering Pipe Volume-Dose Volume Professional Engineers and Land Surveyors . I i � ffio I. f IRosl )�udlur es' Iffl3(, ?�iU r t tI :F "9 Bea.hillaa � nfii��e R IGI iP�e Enter values in shaded areas Pipe Volume Delivery Pipe Pipe Cross Sectional Area,A Diameter Laterals, D (in.) a,,_ 1 501 inches Diameter, D (ft) 0.13 ft Area 0.012 sf Pipe Area, A=3.14 x(D)^2/4 Volume Length of pipe a0(T ft Total Delivery Pipe Volume 0.20,cf 1.47 gal Distribution Pipe(all segments) Pipe Cross Sectional Area,A Diameter Laterals, D (in.) Mgt inches Diameter, D (ft) 0.13 ft Area 0.012 sf Volume Length of pipe(Average length of the 2 distrib pipes) 00 ft #of laterals, 2, 0 Total Distribution Pipe Volume(Min.Dose Volume) 0.39 cf 2.94 gal Dose Volume is Dose Volume Provided #of Doses for Sands, Loam Sands 5.0 Daily Design Flow Volume y divided by Volume Pumped Per Dose .23.5 gal #of doses required Drainback Volume 1.5 gal 5 to 10 Times Distribution Dose Volume To SAS 22.0 gal Pipe Volume 5 times Distribution Pipe Volume 14.7 gal 10 times Distribution Pipe Volume 29.4 gal Volume Per Dose required/ OK Sewer System Calculations Single-Family House revised 3-5-2013.xls 3/6/2013 Pump Chamber ,ot , .9momR" Enter values in shaded areas Pump Chamber Sizing Pump Chamber Dimensions Interior Height 9 0 ft Interior Diameter 4..00 ft Interior Useable Height8 ft Tank Invert Elevation .00 Area 12.566 sf Pump Chamber Incremental Elevations Height Incremental Volume Pump Chamber Invert 2.00 A ,y r 8 ft 23.00 cf= 172.0 gal Pump Off 3.83 5ft 3.14 cf= 23.5 gal Lead Pump On 4.08 0.90 ft 6.28 cf= 47.0 gal High Water Alarm EMERGENCY 4.58 STORAGE �i �ar ��5 ft 28.27 cf= 211.5 gal Invert out of Septic Tank 6.83 TOTAL 4.83 ft 60.70 cf 454.0 gal Total Emergency Storage Available: 258.49 gal > 110 gpd design flow Sewer System Calculations Single-Family House revised 3-5-2013.xls 3/6/2013 Y 9 Y TRANS.'NO CITY1TOVVN: :APPLICANT:, ��L,- � a1 ADDRESS.,.-- a—R-lb DESIGN;FLOW: h gpa 1VIEED BY: .. DATA::' 5� 3 Na. OK NO .....�� :Y� ', cc"' i -_. �.,a:=. _.�-?rc--'S_r.-x��'—t'- - --• �.. - s.'�'-` c-.1t' e-r"-.r_ i-`�� �� '�"�.-S'r�... `-=��__ 'ems' ,� u .�- _..c._�'+-� `._ �-:..+..,�i?--,G•.-�` Le ai:.boundanes denoted 310.CNIlZ I5,220.4` a g [. O( )] Street;Lot,tax parcel number and lot numb-er noted,;on-plan.;[310 CNIR;15.2200)(u)] Locus: Provided PI.. CNIR 15.2204(t)]:. Plan proper scale?::(1"=40..'for plot plans, 1"=:20'-o fewer for com onent') [310.CMR;15.220(4)]; .. - 1( Easements C Basements-Show 15>220 4)(b);] Systeznlgcated totally on'Iot served [310 CNIR 15.405(1)(a);for. upgrades] ,.not, a';'variance is.required [310;CMR 15.412(4)] 1( Location-of impezv ous'-surfaces-(driveways;parka g areas etc.) [310,CM[t 15.220(4)(d)] Location all builduigs existing=:and proposed 3:10 CTva- IS.220(4)(c)] �( Location and dimensions:of-'system-components:and reserue areas. t )( )] [3:10?CMR:TS 22Q:4 e System Calculations [310;CMa,15 220(4).(fl] - &il float se te.;tank capacity'(re ,aired and " rovded) �( -- soil absorption system(required and provided) whether system.designed for garbage:giinder North arrow [3-IO CMR 15.220(4)(,.g)] iC Existing.and proposed, contours'[310 CM 1:5.220(4)(g)]' �C Location and log;of deep'observahorlo-les (existing grade el."on each test) [310 CNa 15:220(4;)( )) Names of soil evaluator and B:OH representative B10 CNIR 15 220(4)(h) and:(i)] Loca4on:;and date:of percolation tests (perfomied.atproper` elevation?) [310 Cha 15.220(4::(i)] Percolation test results.:rnatch loading rate? [3!10 CMR 15..242] Certification statement by Soil Evaluator [31G CMR 15.220(4)6)]`" p(. Observed and Adjusted ground rater(method for adjustment: _ veri or indicated 310 CMR 1:5103 3 and310 CMR [ {.:) 15 220(4)( i)J, :Sh Address: �a..�� E'1` -t't eetsf 7` i r N/A OK NO Location.of..every water supply,public`and private, [3.10 CMR . 15.220(4)(k)j within_400 feet of•theproposed system location:in the case: of surface water supplies and gravel.packed piib66Vkt6rs - 1` Pp y - within°250 feet of the k6pbsed.system locationan the ease wJtlm,150-feet of the proposed system.location in the.case of private water supply,wells �. Location of;all surface waters and wetlands located up to 100 t. beyond setbacks Listed m 310 CIvJR 15 2:11 and;an.. basins ;located within 50: . [310:CMR 15.2-M4)(l)] Water'hnes;a:nd other subsurface utilities located[31.0=CMR IS 220.(4)(m)] (if water Line cross see 3.k0 CMR 152,:.1.1(1)[;1]) a Profile of system strowmg invert_elevations ofml system cornponents_,and the:bottom of the SA,S` 310 CMRIS,:220.4),(0)] Stamp of.designer [310 CMR 15:220(1)'and 3:10 CMR 15..220(2).-] Stamp of Registered Land;=Surveyor(requLred:if construction activities within 5 ft. oflot lme)'[3'1O CMR 15:220(3)] Test.Holes adequate (two;>n each_of th .primary and eserve unless,trenches as:=permttted in 3`10 CMR.15 102(2)'or as C1545I approved frupade,under;LUA at:310 '', :o : n (1)(k)] 7( Test hole ade qua teto demonstrate four feet ofsuitable material? [310CMR:15 103.4)] Iesf:Holes adequate to confirm ade uate groundwater.separation? q CMR'1S.103{3)] x.. Benchmarkwith it; 75'of system [3T,:0.CMk 15:220(4)(q)', Materials specifications noted?{variqussections of 310 CMR 15.0001 .: . System.components not.>36" deep (unless Local Upgrade_ A. royal or'`LUA.,re nested) [31::0.CMR 15.40;5(1(b)]' Address: to h S �� �.. ...: Sheet2zf-7: r NIA OK:: NO Size:OK? 310 CNIR 15 223(1)J inlet tee locatedtea.inches:below:flow, liae 310 CMR 15.227( : Outlef teed4" or 14"+5"`per foot for increase..ft depth:[310 CMR 1522-7 Outlet.tee=with gas baffle or approved,filfer 31:0-CMR r5 227(4}] 1. Note-regarding installation;on stable compacted:base BID:CMR - Separation betweei fldt-arid outlet tees(i o less than liquid de th) [310-CMR.1':5 227(2)J' inlet/Outlet_elevations at least 12above;high groundwater (except as described 310 ClvSR 15:227(5})or permitted„for -upgrades seder M�iinum co�er:.9";(Tank ::buried_more;tl ari 9"must have risers; on all:.:openm ,and;:on the;d-box}[310 CIvIR 1S_.2228(1)`and 310' CMR Three::.access;:covers(inlet and'outlet must be 2:0`ior greated middle access at.4 ast 8" (by 7L07) 310'CMR 1'5.:228(2)];: . Access to wthm,6:` of -grade one port:for systems<1000gpd, _ two for 8ystems>1'000 d;[310.CMR 15.228(2 ] �( All at'=grade.covers:securedao unauthorized-access? [310 CMR. 15.228(2)1;. > 10:ft,.from::building faund'ahon [310 CIviR 15.211(1)1 _ -- -... � i•E � . Buoyancy calculation Re -[3=1,0 CMR 15.221':8 H.20 V► iere'_a ro riate? [310,CIvIR 1.5;226(3:)] �( Setbacks,from resources [3`i0 CMR I5 211] x Requu-ed when other than_single family.dwelln'g or flow>1000' d 310 C1viR First`compartment.200%.daily flow;Second compartment I0006 1 wM and(3)]daily;- R2 "U"pipe through:or;over baffleoutlet"£each compaAM-,tw th gas:baffle.or'-ap roved'.filter[310 CMR 15.224(411 Address _�a 1��E'. _ Sheet3 Qf 7; I r OK: NO WIN; MOO RT " Located at least ten feet from any'watez 1W I5..222(2)];. Disposal piping:at least.l8"'belowwater:line(when water.and., sewer:,cross;,.see 310;CMR.1.5.21.l(1).[l]) Cleanouts required/provided..?[31>0 CTYM 15 222(8) _ Thrust'blocks..s ecified in:.force mains?3:10 CMR 15.221(:6 c)] S10pe.of sewer line;not less-than 0.01 (1/8"(it) 0.02 preferable: [310 CMR 15:222(6)] Proper.pi ch on all runs?COOS within gravity-distributed trenches and beds) [310 CM R 15.25l(9).:and 310 CMR 15252 2 (c).11:. - Siphon robleni/.(leachfield below p=p:chamber): �( a Endca s•or rent manifold specified?.. Size and onentatxori of discharge:holes specified?(notsinalle : than 3f8"not target than 5/8") [310=CMR 15 251(8;) and 3=1.0. CIvIR:T5.252(2)(h) ; Materialsspecified (310 C1vIR.15.;251(5)species various pipe ty es allowed), Stablee comp, [310 CMR 15.221(2)and 3i0 CMR, 152322 a)]:: .:... Splash'plate`.or baffle tee required:gn inlet/provided?(«hen. pressure sewer to d-box.or steep pitch of avi sewer 3,10 t3'.. ).[ CMR 15.323(3)(a) Riser if`deeper than, 314 CMR.1'5M2(3.)(f)] �( Insidemuiimum._dimension 2" [310 CMR 15.232(2)(b).j_" Nfi=—um sum 6:"[310!Q.IM 5.232(3 .e)] Watertight cover if;<LOOOgpd);waterproof manhole if>2000gpd [3.10:CMR 15-.232 8 d: Capacity(emergency storage above working—design flo )_� [310 CMR;'231(2)] Proper'setbacks [310`CMRa5.21.1 (same,:as.sepbo-tanks)] Watertight 20=in miium access manhole at'least:2.0" MUST BE; `TO GRADE[310 CIvIR 15'�3I(5)] _ '' Service components accessible(no€;too deep with..piping,. disconnects:;accessil%le)' Alarm floats alarm on circurtae araterfiom um s specified? Exceeds two units.-must have:two pumps operatinb in lead-lab; mode [310 CMR 1523.1(6), $tabTe.Com.acted Base[31:Q.CMR 15.221(2)]. Buoyancy.calculatiens needed'?Pirovided?[310 CN-M 15 22.1(8)]i' Address' i ol NIA.: OK; . NO Ol a - : Galculations.;correct?; *feet,of naturan accunrmg:.matehal demonstrated?j3=10 CMR Re: tired se matron to-groundwater? [310 CMR 15.212) Aggregate s eciEed as double washed[310 CMR 15.247(2.)] System Venting:required/provided?(system under driveway.or >36"dee _[310 CMR 15.2.4.11. Inspection ports specified and within 3"final grades [3191CMR: 15.240(13)] . Breakout requuen eats met?(No:violation of-reAdut elevation w'.h 15 ft;of SAS unless barrier);[310 CMR 15:211(l)[41 and n Guidance.-Document] .. Chambers and Gat.:in:arench configuration supplied witl:inlet;, eyery:20 :310 CMR 15.253(6))' Each structure with one inspection manhole(if>2000 gpd must; _ be fo grade)j310 CNIR 15:253(2)];= Aggregate 1: minimum 4'maximum. 31.0:CMR'15.253(1)(b) 2' sideivall credit maxunum ,310'CMR T5:253'(1.)-a) ... .. - In:bed ebiiflg'u ratiou� mlet'eve 40-s 310;CNM,15 253 rY ft.9 [ (6p. ) _ .:Width.:"2'mu.imum 3!maximum 3=10 CIvIR 1.5.251(1).(bj7 100 feet-maxanum length. 310 CMR 15:251(1)`a) Mtnunum`separation 2x effective:depth orwidth wlnchever greater(3x'if:reserve between trenches):3`10 GMR 251`(f:'(d): Situated along contours- 310 CMR'15.251(2) Breakout OK? [310 CMR_15.211(1)[4] and.Guidance Document] X r.� -r•--- �.:--- s::, r'�- .T .r. .- - •� Ica MRS muumum 2:distri}aution hies [3=1`.0 CMR 15.252(2)(a);] OO Maximuins.e ara€ionbettveenaines 6' 310 CMR15.252.2 d Maximum separation befweenlnes and..outside ofbed 4'_[310 Aggregate depth below discharge pipes 6"`..muumum 12" maximum ;3,10 CMR 15 25.2 2 ( (g)) Se:aration`between beds-l.0.'minimum:[3;10 CMR 15 25.2(2)(fl; Bottom area.used u-.calculations.only [310;CMl-.1-5.252(2)(i))' X Address sheet S of 7` - t wx NIA OK NO-, Pressure Dosed 3ysfem ? Provided puirip and piping. calculations as re uired. .3.10 CMR.15 220(4)(r Pressure dosing.required on:all systems>2.00Ogpd`oraitermative Systems under remedial approval[3'10 CN1R 15 254(2)and-VA Remedial Use A ovals J If used ur gravelless syst m-make:sure jetas directed as not to scour soil interface[Guidance Document].:. Inspections once per-year-(systems<2000.gpd) or quarterly (>2000b d) good`to note on lan U CNM 15.254(2) d)) CO fill -D.id the lan:s eci ,;that:tlie fillshall zrieet P P fy the:s ecificatipn O-M: CIv1R 15:255(3)2 ..:....w ...;._.._... Imp.ervious barrier and/orr-etag,.wa11?.[Cuidande Documentf X.a :. t Impervious:barrier.rnstallations:must:be su ypervised b. designer[310 CNM 1'`5.255(2)(h)j,.. Retaining wall must be:designed by Registeied Professional. Engineer [310 CMR 1S:255(2)(a)] &. Side slope-not exceed 31 9 flfQ CNIR 15 255(2)] Breakout: equrrements met? [3.•1;0 CLvIlZ 15.252(2).and Guidance Document At:least 5 ft from unpervious barner-t ed-6 of SAS (10$. recommended) 010.CMR.11255 bra`tip_lestem pr2vfter _ - =. - — - �5�Mirk- 3-0 Check DEP.A oroyal 4&tteis Bbr credits:and design Cond'iti6ns` If used with pressure dosing donot allow pressure dischaxge'' o scour soil_interface A71eiira`hye� ieiitlApproval ?lerf Was DEP Approval Letter prorded and/oraiave You, reviewed the;letter for conditions? Is.the technology bbing,prop exly applied and:does it.meet all: DEP Ap roval Conditions? Is there-4 note.=on the-plan regarding:the requirement-for e etadt maintenance agreement? Any alarms inv:olved::on,se agate circiiits �( :D-id-the:aPP licant submit an operation;and maintenance .. .. manual?` Has a licant:submitted a coy of a--rnauitenance-_.... Are the.variances listed on the plan?1310 mCIvIR 15.220 (4)O x RLS Stamp necessary-on plan, a component:is within-five::; . feet of.f.ro :e line:[310,Cka 15.412(4)]' . New construction or increased;flow pzoposed;-[Refer to 310` CMR mi5 414 Address `Z. .... tIn t om: . Sheet-4 of'7' N/A OK N:O Is the.system in..a,Designated Nitrogen Sensitive Area(Z-one H fo a public supply well);?[310 CMR 15.214,3l0 C1vIR 15.215 and: 310:CMR- 15.2.1.5-:also refei to Policy regarding upgrades of sueh existing systems] Is the system proposed,on,.the same 16t as,served b privatevell`? [310 CMx'15 214(2)] Are the nitrogen loads proposed in compliance?.[310'CMR Purim 'ing to se ticaank 7 `[.310.CIvIR 152291 Shared.System [3.10.Cha:_15-29,0] Address .�Q� le��`^ �� Sheet 7•of7 J A CITY/TQWN.: C e,�4-i�6,l t APPLICANT:: . C..w-�,i� ADDRESS: DESIGN FL gpd REVIEWED BY; _ DATA: N/A OIf NQ �L'i�'liL_ �°�' �. �" ��— --vt --� -"'.•... � .�at-ns-ate �st,_..:.�� .i,�,�" :: Y rw-�v '��z,.act'^r`iTR c.q- "�t•s�?.�rr. _,!?u.fi�..�.,s+`".'m a.;. -rr-_..-r�,^.--.e.^-'�---":: Le al boundaries.denoted; ✓ .�: Streef, Lot,;tapareel number and lot nurnber°noted on plan[310 CIVIR I5 220(4 (u)= Locus Provided 3 M CNIR 15.2204(t) ''' 1 Plan propei;_scale? (I 40' far plo1. t plans, l"=20' or fewe7..for corgi ;onerits) 31.0 CIVIR L5 Easementsahotiv- 3.10 C1V 15.220(4)'(b)J' System located totally on lot served [310 CNIlZ 15 405(1)(a) far u tides r nnt,.a vrn Tice is re un ed 31 Q::CIVIR.i`S 412.:' . . Location of impervious surfaces.(drove;gays, parking ai eas etc)' ll-Q CIvIR TS 220(4)(d)] t� Location a,bu ld7ngs:cxl8tla And proposed 3.10 C1vlR Location and drmensiozls:0f.system components and:reserve: :aft as: 31O;C\rIR I5 220(4)(e) S'.atein Calculations 310 CNIR.15.220(4)(t)] dail =flow' soil'absor tio'n s stem re, urred!'and provided).. ` whether s stern designedfor arbage griridei _ 777 North arr i 3.1:0::UM 1:5.220(4 ) EYrstin zing f o osed.contaxirs 310. CNN 1.5'220(4)( ) Location and log of deep bbseryation koles (e�sting grade.:el. on. eaeh"test). 310 CNiR 1 ,220(4):(h: l� Names ofso.l evaluator and B:OHrepresentative [3:1Q CIR. L5;220(4)(h) and (1)] Location and dafe':of percolationaests(performed at;proper ,elevation?.) :31�0 Cl&R 1.5:220(4).(i :. Percolation test results match aoadiri rates [3:1 Q CNIR 15:242 Gent f cafion statei ent b S611 Evaluator 310"G141R 15 220(4) ) , Observed and adjusted;grounds titer(method'for adjustment grver'or indicated) [310:CIVIlZ.;15103(3) and'3.IQ CIVIR 15 220(4)_t Address... Sheet I o 7" l NAA OK NQ` Location of ver water suP Ply,public::and private, [3;10 C1vtR within.40a:feet -f the proposed ystem`locatron in the case: ' of s irface watersOPTres:;and ,.avel 'ticked .ubLic watee-su w ly 'tivith.iii`250 feet_of_Cle io 'osed's.stern Iocation:in the pease Gam`' Within 150 feet of the proposed system locatio'ri in the;:case; of private:waters L we:s Location of al( surface wafers and wetlands located up to 1:0&ft; beyarid setUacks listed rrr 310 C11R L5`211.and any:catch basins located wrthln 50 fG: [310.CtiIR:I S 220 4) I ._ Water Imes and other subsurxace:41ibzs located [310. CvSR; tiaterlmeQs s5204)L2 ( ifv ee 310 C1VlR 15,2:I S. 1)[l Pi ofile of system showing invert el evations of all system coin onents and the bottom of the SAS 310 ClYMl5:220(,4)(0) ?� Starn. ofdesi er;:[310.CIvIlZ15::220(.l) axrd TI:0 CivIR 15,220(2) t Stamp of Registered Land;S urveyor(re.qun ed if construction activities.withinof lot line; .310 .CIviR 15220(3); Tesi H-bles adequate(two in each of th Jmary and reserve unless.trenches as per e-d in 3;--Q CMR 15 1Q2(2) or as a roved for an r ode-:tzndei LUA at.=310 CIvIR 15 Test ajopr feet of'siztt e materiaL? 310`CIvIlZ IS 103(4 Test Hales adequatc7to:coiifirrn.adequate gzouridyya;.e sepai ation� [310,Ci�IR L5 103;: ) i Benchtnarl�;witlun;50 75' of s -stem 3 i_Q CI�iR 15 2.20(4)( ] ylaterrals specificatronsrioted� [various-sections of310 C1VIR 15 Qo:Oj System components nod 36" deep (unless Local Upgrade: A ,:royal or'LUA re uestzd) 31.0 C1fR 15 40;5(1(b)J i Address NJ A__ .OK i\TO - . - s - SS lP Size GK f3AZNMIL.5:223 L Znlet::.tee I'ocated en [neies below flow.lne 31:00IvIR 15.22�(6)]' Outlet teed 144" of 1:4"+51` r foot for increase:ft depth V .h0 CIlt 15.227(b Outlet feev: itk- as:baffle.::or a ,.raved:=filter [3:10 Ci'VlR 15..227(�4. Note regarding insstalleloh,on stable compacted base>[310 GIY1R - Separation between inlet and outlet tees:(noaess than.hquk. de th) 310<C1viIR l°5 227 2 Inlet/Outlet,elevatipns at least I2" abov_e high;;groundwater�: (ec.ept aslescnbed 3 I Q CN1R 15 227(5�) or perna►tted for :ides under LUA 31:0 CIv1R 150:5. 1 k: u ) ) . . l%Lniinnii .cover 9" (Tanks buried more;than 9`<"ptp.,have risers. onall openings aril on the d boY) [310 -'CMR 5, 222`$(1) and 310 ` Tlu ee access covers(inlet and outlet mtist be 20" orgreater)> middl6-access....at least 8":. b 7/07) .3 L0 CMR.,15.22:8 2) access to witlim b" of grade ;one part for systems<1000'gpd, tv�ro:fors stems Q. d 310 CIviR.15 22&2; All at gradecoveis secuy-ed to unauthorized access? :[310 CYIR 15 228 2) �Fla > 1.0 ft from building £o.undatrori; Buo :anc:' :calculation Re' �redfDone� :310 HT 20.;V I re a ro rsate : 310 C1vIR 15 226O Setbacks:from resources [310 CMR 1.5:211 � Iti Ctrm a m v--- Regti red when other than single=farnrl37 dwelling of flow>1000 d __310 CIvIR 15,:223(1 First compartment 200%<daily-flow,.Second.compartment a'00% daiT flow l0.CNAR 15;224 2;and(3);.. - "U"pipe th ough or over;baffle;outlet:of each compat.. ent with as baffle or a roved filter 31.0-ClvIR 15..22 Addresses � 7 - Slree#3 of 7 Ab NIA =0-K NO- Located at:least ten feet from any water,.lines [310 CNIR 15.222(2)] isposal piping at.Ieast IT' below water line(when-water: D and sever crass;see 310 CMR: I521.1.(1) I;.;; C1`eanduts:r:e uu edl mvided 2 3<10 CI\%IR 1� 222 8. ' i; Thrust.blocks s ecified in fot ce'rna�ns?3,I U CIvIR.1.5:221(b)'(c i Slope of sever Line;not less than_.0 01 (.I/8"/ft) 0.02 preferable , 3 1.6 C1v1R 1i5.222(6) Proper pitch.an 11 run ;(.005 Nvitiun g cavity distributed trenches and beds):j310 .CMR 1:.5.251(9);.arid 310`:CIVIR:15,252:.Q--(, ) S� ho'n- ipblemf''leachfield below um chamber; ' �' j Endca s or'vent rrianifold' ecified9' Size and orientation of dischargehofes specified (not smaller than 318" not larger than 578") I310 C1VIR 15 251(8J and 310 15 CIVfR .25;2 2)(h:] ltilatei als specified (3 I O C11R 1;5 251(5) specf es vai ions pipe ttypesr4bwed): Stable compacted ba$e[3'f0 CYIR 15.22`I(2) aid 310 C IvIR: 15.232(2) a) Splash plate.`oz baffle tee ir`equired oil inlet/provided'(when` pi ensure server to d'=bow or:.steep pitch o:f gravi#y sewer)l31 D C-N 15.323 3)(a):] Riser:if. er than.9" 3:10 ChrIlZ 15.:232 3 ✓ r -Inside muiimuin d merisin.ri 12" ;310 CN1R 15232(2)`(b)] \rliiuirium sitn ,6:'" 3 L,0 CA�IR15::232(3):(e)] ,/.. Wate tight epver i-.5SO Ogpd);waterproof;manhole. if>2,00:0gpd 310;CIVIR 1S 112(3): d SaIr Capacity (erriergeney storage above workm. design;ffow)?,`[31.0 / CIV1R 231(2)] / -Proper. setbacks 310 CiY1R 15.21;1 (same as se tic.tanks); Watertigbt::20 in ri niti access manhole at (east 20"<IvIUST BE TO GRADE[310CIviR I5 231'S_ Service components accessible(xiot too-deep with piping;, disegnnects accessible) - I Alarm floats :.alarm ou circuit se Grate from:=:um s ecufied-7 , ✓ .. EYceeds t<vo units trust Piave two pumps operating in lead I'ag mode:. 310'CIvIR.T:S 231( Stale Co pa Base 31.0 CN1R f5221 2 _. B�to..,:anc _calculations needed?Prov+- d2 .310 C1vIR 15.22I(8). ► ` N/A OK NO Calcu attons:correct? 4 feet of naturally occurr> g material demonstrated?[310 CN1R V vdl n cx- Re_u-h ed.'se,aration to; :oitndwater? :310 CIYm 15:2:12)- A e ate::s eciflied as.double Washed, 310 CMR 15 2 2 System Venting requtred/.provided`� (system.under dr.:iveway:or / >36" dee 310 GIV1R 1.521:. j#speetion;ports::speclfied:..and within 3:":final g ade9 [310 CNIlZ / 15 140(13 Breakoutregutrem... mete (Vo'violation of breakout elevation;. within 15 ft of SAS;unless bars er} [3 t O CIY11 15.211(1)j41 and Guidance:Document -_ ��A11 {RT�F S P TSs �_ F ERS 310�Ct Il�_10 253 M. Y��'WINE= Chanbets and GaL: in tret%ctt configuration supplied nth inlet eve;"20 ft;:[3IO CN11Z 15:253 6`: _ Each structtue with one mspectionmanhole (if>N 00 Rd,Mist be to ade .:310 ClYIlZ M. 253 2) Uggregate 1'mmunum �1'' maxunum 310 C1%IR 15:253 1)(b ] lam'' 2'. side wail;credit maximum 31O CiV1R 15 25:3'(1)(a` : In bead confiffuratlon, tnle..t eve ;,�10 s CNL2:15 Width 2' mritrnurn3'znaimum 310 C1YiR 1. .251 1) 1 OO feet ma�mum 1 dgth [310 CMR5 1 251(1)(a)]': Nlmimum separation 2x effective depth o� width wliiehever eater 3Y if reserve betWeen trenches):[310:CNff�251 1 d)) Situated aloi contours 3:10 CR 15.251(2)]' Breakout OK�[3fi;0 OAR 15..211(1)[4 .and G'uldan'c.e D.ocutnent'' R T�I} c ^: at�nune of bed oredsf}04bP )�� T —� tnuirnlim 2`distnbution lines 310 C1V1R �bla rinu ar txi se ation between lines 5' RID Cl Y1 R15252(2)(d ram` l� Mai imum bet dofb [30separation s Cil4R 152 12)(e) Aggregate depthbelo,w discharge pipes 6"mirittnztrn; 12 maxiiaum: ;310:CNIR::1:5..252 2}( )] Se aratron between beds`10 mir:irnum. 3 I O CMR i5,252(2)(fj,: . _ . Bottom area;used in calct'4ations`0n1y,[310 Address . . t � 4 . . �► .. Sheet 5 of 7`. 10K NO. .. _ -. -.... _-_.. ..M -.. Pressccr e Dosed Si�stenr t Provided pump and piping calculations-as required-;310.CiyIIZ � r 15.220( ` . Pressure dosing requued.on all system :=>200.Ogpd or alternative sysfdn�s under al remedial plovaF:[310 CIv1R l�:?54(2 and UA Remedial Use A ; royals - I If used to graveness system make shie jetls duected';as.not;to scour:°soil:interface [Gu:idance D'ocumeit; Inspections once per yeaf ( ystems<200.0 gpd);or quarterly >2000 -oe CR15254.2 d d ood: n Con st�uctron rn frtl Did:the-plan specify that:the fiIlshall meet the s ecsficafion af310 CIv1It 15255{3:)2 Im eviots bal7�ei>and/o retamrri wall Gudance:Doctiment Tnpervous barrier Installation must.be stpervrsed by desianei [3;1;0 cw.I5 2�:5 2} b Retauung�vall':inust�e desl-ile by Registered Pr_ofessignal Side slo e not"e�ceed 3 1 310 CIvfIZ 15,.255(Z)' 1 Breakout redulremenfsnet` [3.10 CIvjR 15::252(2' and Guidance Document At least'S$ fioxn impervious bazxrer to edge of SA$ (10 $ reconrnended) 3 l Q CMR15 255 2){e _ toe Chech.DEP A royal lettexs,for eiedi and des candihons Lf usedvrth pressui a dosing do not:allow pressure discharge; !. tc scout soll.uiterface, _ was IDEP Approval Letter p.iovided and/or haveyo�z '. j reviewed the,lettelt for eori'ditlons`? . Is the.kechnola be l ro eih a' hed';and does it meet ai1,; _ . . DEP A .royal Coi�itloris? Is there a note on the PI re at diva the re uiremeat far er etual.maintenance_a .ee,�n i An alart, s. yv .ed on se'agate'<clrcu ts: DLd the_ applicant sump aq:qperatdjonr and maintenance Hasa hcanf'submitted a eo of a nlaintenarlce __.....:�-�-�----ti. Ire the vai iarices listed on t_he plan? [310 C'Iya 1,3 22. (�?(ON RLS.Stamp necessary on plan tf a:colnpanent is`v�Ithm.five: feet:af ro ertyline lIP...Usa 51412 . New constxuction or;increased flow proposed [Refer. to 311,01. 6 Ao ress ems- ,. ti Sheet f 7 r - N%A O.K NQ' zflyd�'ef1�`•P1t�St�LP�i�YB�`r`=�� �, �,�-"�' ..w. ��.,�4�y=---� ;�-� -�_�--'iY_4,.� .•-.,a_..___>.._._,_.__.-,..__.__._...�.... �'--,--,=aA--�" p:Pn-_-,^_'iaa'^�^-�s.� 9 4?8-,.`z.�—�^-v,m��..r r?—. T-?x,".' :��nt�:'-�'--._..,r+_,_.: a t Is the system in- a Designated Nitrogeri Sensitive Area (Zone II foi a pubic supply yveil)� [3I 0 CI�IR I S 2:I ,310 CIyIR 15.215 and 310:CrVIR:15 216:=also refer to Policy-regard ng upgrades:,of such- 6 emsting systems] Is fhie system proposed on the same lot:as serQed by pnvafe;we11;? 3 I O CIvIIZ 15 21 {2� .Are the nitrogen loads proposed in compliance? [3I-Q CIVIR. - a � x.._ '�„�.Tic- �`�-�9� (?��.�` .e- -�. - .�� 1 �• Pwn m 'toe tic s -.tank.`?_ [Ito CX R:L5.2291. . Sba ed System 10 Ci1�IR I S'290] Sheef 7:_of7 � .: • � jai • • • � 0 Zi P(rrPr,`1 l'J�6� r10�,� ✓s�- �s�, hu l J�R"�) �`�1��`�+r` _'._ eeGC .c��p. �1dr / f . -a- .C� nl_l1JzL� Dc?�+n2dc�rncy_JTo�hiP,-1y�e �?_� _� p_C vI kMklr' .J�eMd.d �10-cmre-/5-0.,3.(.�2_)_J_�_ L C16u� �Q "I, —rsTno cceV.4v,�tP_u�ctc� ; r.�"��tS`.=_C�etin.o� �..T��`l��a/o _2 I_•e_ 120, r_ � �G �°nl f 0�_Cr(1 /� ✓�,tJ✓1,!!I�e���®e�—? I ' l/ouw�_ _CvC✓_!`PJe_r*�� a .� p p !o.IarY 014S e � J r1 �G� d pp II b :N�oP l lrle ( 5.taccm{Cr� _ rirX. .- _ .�ID4. ' (u�1v2n�,`✓���Iu., . 3 y)��. G(r�,'^.�HC��,,.rna�,. �,S"�-�� _ _ _ � _ fJ� box -- ll Coy) 71 d cl f/-lj Vt. . ( r. r J'A - _ _ �--�- . �j� n�1,,,�, �.. I,,-t�11 ��'_ e � - �x.�7�_ _ . . . . .•_ 2r 7-5- 2 .0 ? a f � y 2�1 S-b 7 /1 l . v 1 { 1 t � 1 004 0 0 0 0 44 's"',M�*( -It oi Ej I. o 147—kVil CL ) n n r vwn- .nti l f S.�Q,.G-1.1 =Ce+.� `Jn✓ vt_o LA. -�.=fix�i 1.-� - ��a,_���—I�-���v-H►�`�:�.y ce_f_�����11 ,o�,,-��, 1�. - M R. t �_,�-✓I.v.�,,,, k_•_...w.��.ti_�.+ ��,.��-7 �.��,._�nr, n�✓,fe�.,_M/_> _1_yv�l�i.._ S. 3 y -- ! 773 . 0 P � Ala i/ e Baxter Nye Engineering Pipe Capacity . Professional Engineers and Land Surveyors MUM M m)gJ , Enter values in shaded areas Sewer Capacities Average Daily Design Flow 110 gpd = 0.08 gpm = 0.000 cfs Peak Hour Factor 4 Peak Hour Design Flow 440 gpd = 0.31 gpm = 0.001 cfs Mannings Equation Channel Flow (Q) =]1.486/n*A[RA2/3][S^1/2] Q is quantity of flow (cfs) R is the hydraulic radius (ft) S is the slope (ft/ft) Gravity Pipe Capacity-House to Septic Tank/to Pump Chamber A is the cross sectional area (sq. ft.) Diameter, D OO inches. n is a pipe roughness coefficient S 0 '�10 ft/ft n . (PVC) Pipe Capacity (Q) 0.22 cfs > 0.001 cfs which is the Peak Hr. Design Flow . Full Flow Velocity (V) 2.56 fps (see attached Flowmaster Calculations) Selected PumpDesign Operating Level 20* m > 0.31 m which is the Peak Hr. Design Flow 9 p 9 9P gpm per Orenco pump data sheet Sewer System Calculations Single-Family House 1-31-13.xis 2/5/2013 Pipe Velocity f IS ►� c 8 on Road f il' ,�kn �I By.��� Enter values.in shaded areas Sewer Pipe Velocity Forcemain Delivery Pipe Pipe Cross Sectional Area,A Diameter, D (inches) 0 inches Pipe Area, A=3.14 x(D)^2/4 Diameter, D (feet) 0.13 ft Area 0.012 square feet Flow, Q Pump Discharge* M0' gpm 0.04 cfs Q=AV or V=Q/A Velocity;V 3.63 fps. V^2/2g 0.20 ft Forcemain Velocity within acceptable range 3 fps to 8 fps /OK' Sewer System Calculations Single-Family House 1-31-13.xls 2/5/2013 Baxter Nye Engineering Pipe,Volume- Dose Volume .� Professional Engineers and Land Surveyors Big ism NMI i pe�� eaMOW Enter values in shaded areas Pipe Volume Delivery Pipe Pipe Cross Sectional Area,A Diameter Laterals, D(in.) ( t1:'. inches Diameter,,D (ft) 0.13 ft Area 0.012 sf Pipe Area,A=3.14 x (D)^2/4 Volume Length of pipe -- s:OQ:_ft Total Delivery Pipe Volume 0.23 cf 1.74 gal Distribution Pipe(all segments) Pipe Cross Sectional Area,A Diameter Laterals, D (in.) " ' inches Diameter, D (ft) 0.13 ft Area 0.012 sf Volume Length of pipe (Average length of the 2 distrib pipes) 0' ft #of laterals { Total Distribution Pipe Volume (Min. Dose Volume) 0.39 cf 2.94 gal Required Dose Volume #of Doses for Sands, Loamy Sands 4 Dose Volume is Volume Per Dose 27.5 gal Daily Design Flow Volume Plus Drainback Volume 2 gal divided by "Dose Volume 29 gal #of doses required Volume Per Dose is greater than min. Dose Volume required/ OK Sewer System Calculations Single-Family House 1-31-13.xIs 2/5/2013 Pump Chamber Enter values in shaded areas Pump Chamber Sizing Pump Chamber Dimensions Interior Height " 9""® ft Interior Diameter" n ft -� Interior Useable Height �„} Tank Invert Elevation .a Area 3.142 sf Pump Chamber Incremental Elevations Height Incremental Volume Pump Chamber Invert 2.00 0.00 cf= 0.0 gal o � 1tii,�, ® ft 0.00 cf=. 0.0 gal Low Water Alarm 2.00 8€3, ft 5.75 cf= 43.0 gal Pump Off 3.83 y, t1 ft 3.93 cf= 29A gal Lead Pump On 5.08 ft 1.57"cf= 11.7 gal High Water Alarm 5.58 EMERGEN � i� " 0, ft 1.32 cf 9,9 gal 9r6.00 Invert Into Pump Chamber TOTA 4.00 ft 12.57 cf 94.0 gal 1 Additional Emergency Storage in epctic ank: 9"x 10 ft x 5 ft 280.5 gal Total Emergency Storage vailable: 290.4 > 110 gpd design flow 1° cM� / - 23I(-Z � I Cl 7 / c�ju�e were �c, /fVW Sewer System Calculations Single-Family House 1-31-13.xis 2/5/2013 ob,`>Y,2012`11,1D •!/e`nt Crar Za'a" `. Dal i2f11204-. _."" "28D.iLrorP?BeachTRoadFCeiifi::7�71e De`si netl88"- SUfd� Jie'd!re8t'8"�-f�M11i1F - . Enter values in shaded areas - .Calculate Static.Head(Hsi Highest Point in System lateral invert Elevation .Lowest Point in System (Pump off) Elevation :6a Hs= 3.75 It Calculate Friction Loss(Hfl Formula:L(3.55Q/C'D"2.63)e1.85 - - Pump Chamber to Last laterals L,ft C Hf= 0.21 ft D,inches - - - Q,gpm L,ft A- - C Hf= 0.75 ft - 0,inches . Q.gpm •20 K-Values(hum Pumping,Station Design,Sanks 1998) - IncreawKby5%for each W in dmrane in pipe s=U,r tlon 12 h. . Fitting .. K - Enhance - 1,ft 1' Bellmouth 0.050 _ C Hf= 1.59 ft .Rounded 0.250 D,inches .6 Sharp-Edged - 0.500 Q.gpm Projecting. 0.800 Exits,all of the above 1.000 - Bends,mitered Degrees 15 0.050 L,ft W1140 22.5 0.075. CHf= 2.71 ft 30 0.100 D,inches 45. 0.200 Q,gpm 60 0.350 so 0.800 - - 90 Bend 3 x 30 0.300. 4 x 22.5 0.300 - Calculate Minor Losses(Hm) Formula:K'(Ve2i2g) - - Forged or Cast fittings - 90 Elbow,standard 0.250 90 Elbow,long radius 0.180 - 45 Elbow 0.180 Use 5%of Hf and add 5'for loss through pump to D-box Return Bend 0.400 - Tee,Line Flow 0-300 Tee,Branch Flow 0.756 Cross,Line Flow 0.500 Cross,Branch Flow 0.750 - Wye,45 0.500 _ Total Dynamic Head(TDH) TDH=Hs+Hf+Hm i - - - 'Angle - 1.8-2.9 n - Ball 0.040 . Butterfly 25lb 0.16 _ 751b 0.27 'GPM Hm TDH - - 1501b 0.35 10 5.01 TDH= 8.97 ft i 20 _ 5.04 TDH= 9.54 ft - CheckValves 30 5.08 TDH= 10.42 ft - Ball 0.9.-1.7 40 5.14 TDH= 11.60 ft Pump Selection Select the CMV5 Meyers Pump-Simplex- j 0.5 hp at 1,625 rpm - - -Operating point approximately 45gpm at 12.5 f.TDH Hm(calculated) TDH - - Hm(calculated) k value aml total 7.29 TDH= 11.25 l entrance bell mouth= 0.05 1 0.05 7.29 TDH= 11.79 90 degree bends 0.8 5 . 4 7.29 TDH=_ 12.63 tees-branch Flow 0.75 2 1.5 7.29 TDH= 13.75 check valve 1.7 1 1.7 ball vavle 0.04' 1 0.04 7.29 ► ' PENTAIR MYERS` Pentair Electronic Catalog Pump Performance Datasheet Customer Quote number Customer reference Size :CMV5 Item number :.Default Stages : 1. Service Based on curve number :SSE0068 Quantity. : 1 Date last saved :01 Feb 2013'1:11 PM Flow,rated 40.00 USgpm Liquid type :-Water Differential head/pressure,rated(requested) : 12.00 ft Additional liquid description Differential head./pressure,rated(actual) : 13.29 ft. Solids diameter,max :.0.00 in Suction pressure,rated/max :0.00/0.00 psi.g Solids concentration,by volume :0.00% NPSH available,rated :Ample Temperature,max :68.00 deg F Frequency, :60 Hz Fluid "density,rated/max : 1.000/1.000 SG Viscosity,rated : 1.00 cP Speed,rated :1,625 rpm Vapor pressure,rated :0.00 psi.a Impeller diameter,rated :5.24 in Impeller diameter, maximum :5.24 in Material selected :Standard Impeller diameter,minimum :5.24 in Efficiency - Maximum working pressure :8.13 psi.g NPSH required/margin required :-./0.00.ft Maximum allowable working pressure :N/A nq(imp.eye flow)/S(imp.eye flow) :N/A Metric units Maximum allowable suction pressure :N/A MCSF : 14.93 USgpm Hydrostatic test pressure :N/A Head,maximum,rated diameter : 18.79 ft Head rise to shutoff :N/A% Driver sizing specification :Rated power Flow,best eff.point(BEP) - Margin over specification :.0.00 Flow ratio(rated/BEP) Service factor :1.00 Diameter ratio(rated/max) : 100.00% Power,hydraulic :0.13 hp Head ratio(rated dia/max dia) :100.00% Power,rated :0.49 hp Cq/Ch/Ce[ANSI/HI 9:6.7-2010] : 1.00/1,00/1.00 Power,maximum,rated diameter. :0.50 hp Selection status :'Acceptable Minimum recommended motor rating :0.50 hp/0.37 kW(Fixed) 0.6 Power. 0.45. t 3 0.3 0 IL 0:15 0 25 MCSF 22.5 20 17.5 15 m. 12.5 m. x 10 �. 7.5 5 2.5 0 0. 10 20 30 40 50 60 70 80 90 100 110 Flow-USgpm Myers\.Pentair Water 293 Wright Street Delavan,Wisconsin 53115 phone:(888)987-8677 fax:(800)426-9446 www.myersresidential.com l Pump Selection for a Pressurized System-Single Family Residence Project Parameters Discharge Assembly Size 1.50 inches 350 Transport Length 17 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None I Max Elevation Lift 3.75 feet 300 Manifold Length 2 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 2 Lateral Length 17 feet 250 Lateral Pipe Class 40 _ Lateral Pipe Size 1.50 inches Orifice Size 1/8 inches a� d Orifice Spacing 2.5 feet u- Residual Head 5 feet S Flow Meter None inches 200 F-. 'Add-on'Friction Losses 0 feet a to d Calculations _ 2 Minimum Flow Rate per Orifice 0.43 gpm PFzoos Number of Orifices per Zone 14 T 150 Total Flow Rate per Zone 6.1 gpm Number of Laterals per Zone 2 ;4 %Flow Differential 1st/Last Orifice 0.0 % F� Transport Velocity 0.9 fps 100 Frictional Head`Losses Loss through Discharge 0.1 feet Loss in Transport 0.0 feet loss through Valve 0.0 feet Loss in Manifold 0.0 feet 50 Loss in Laterals 0.0 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 1.8 gals 0 5 . 10 15 .20 25 30 Vol of Manifold 0.2 gals Net Discharge(gpm) Vol of Laterals per Zone 3.6 gals Total Volume 5.6 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 6.1 gpm PF2005 High Head Effluent Pump System Curve:— Total Dynamic Head 8.9 feet 20 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz Pump Curve: Pump Optimal Range: Operating Point:0 Design Point:O ca .oreneo systems° Incorporated - - lrbrfdLbs U'mrcuarn' .. (r OA IT r WW i 5 Cra t32 0� C; f I Baxter Nye.Engineering & Surveying 78 North Street, P Floor,Hyannis,Massachusetts. 02601 March 15', 2010 Health Department 2vv^ Main Suzi. Hyannis, Massachusetts 02601 Re:233 Long Beach Road To whom it may concern, An observation well was set on this property and monitored fora month. The observed groundwater level varied from El..0.95 to El. 1.95 with an average of El. 1.45. This correlates well with the observed groundwater(El. 1:5)used for the septic design at Portledge by the Sea across the street. The bottom of the leaching system at this property is at El. 3.0 and therefore is not in contact with groundwater through out the observed range. It is"my opinion that the existing septic system meets the criteria set forth in 310 CMR 15.302 (Title V) and passes the inspection. If you have any questions or comments please call me directly at 508-428-9131, ext.13. Sincerely, 0 Stephen A. Wilson,P.E. 42009-024:01 AngeloBOHGW.doc .Phone (508) 771-7502; Fax(508)771-7622 Matthew Eddy From: Dudley, Brian (DEP) [brian.dudley@state.ma.us] Sent: Tuesday, December 11, 2012 1:52 PM To: Matthew Eddy Subject: RE:.Question Confirmation Hi Matt, We have allowed soil absorption systems under structures on pilings in the past provided that there is no interference in the function of the system from the pilings and that there is sufficient access to allow replacement of the system should it be required. Please let me know if you have further questions. Brian From: Matthew Eddy [mailto:meddyCabbaxter-nye.com] Sent: Tuesday, December 11, 2012 10:35 AM To: Dudley, Brian (DEP) Subject: Question Confirmation Brian, Could you please reply based on our conversation yesterday that.it is okay to design a disposal system underneath a structure that is on pilings. The disposal field would need to be designed around the pilings. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTFR .NYE ENGINEERING SURVEYIN0 •78 North Street-3rd Floor Hyannis,MA 02601 Ph 508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baiter-nye.com •www.baxter-nye.com y Please consider the environment before printing this e-mail 1 L i FJ: P Matthew Eddy Subject: FW: 280 Long Beach Road �'w Attachments: 280 Long Beach Road -3 Sheet Composite Septic Plan dated 3-5-2013.pdf; 2012-010-,!IT- Conventional System Exhibit dated 03-05-2013.pdf; Convention Septic Checklist.pdf; RE: Question Confirmation For print: E From: Matthew Eddy r, Sent: Wednesday, March 06,2013 6:38 PM To.: 'Stanton, David'; 'McKean, Thomas' Cc: 'Crocker, Sharon' Subject: RE: 280 Long Beach Road - Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road:. 1. Revised Septic Plans—Sheets C1.0, C3:0, C4.0 dated 3/5/2013. 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and.Pump Chamber Calculations dated 3/5/2013. I will give you a call in the morning to touch base. If,it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been.added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full b feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets.the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. a _. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Z.Dy Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to e'iew with;y,u and Sharon exactly what you want resubmitted. 0 Thanks for your help. Matt Matthew Eddy; P.E. t,j � Managing.Partner _ LV r-n BAXTER NYE ENGINEERING & S.URVEYING •78 North Street-3rd Floor.-Hyannis,MA 02601 1 Message Page 1 of 7 Stanton, David 3 From: Matthew Eddy [meddy@baxter-nye.com] M� AJ �� 25 � / Sent: Saturday, March 23, 2013 6:16 PM L �e VIA,-� i v1 �r'1�J �� To: Stanton, David; McKean, Thomas �°l ��ur��' .�r �� � ��, [p c, � `yam, fU arm Cc: Crocker, Sharon L Subject: RE: 280 Long Beach Road update 3/18/13 � PG ����f(��1 �v^R C�� 2; ��I Hi Dave, �AIJ��b`� ���rj co �4� Attached please find the final revised plans addressing your latest comments made through 3/18/13\-'� JN+ (Nii-d vt Attached is: Cdo re f) 1. C3.0 Septic Plan 2. C4.0 Detail Sheet 3. Exh 2.0 —which is the Conventional Septic system layout Exh. 2.0 replaces Exh 1.0 so there is no need to review Exh 1.0 as it's no longer part of the submittal. I had prepared Exh. 2.0 to address Tom's concern of the SAS reserve going under the house which was shown in Exh. 1.0. We will drop off one hard copy directly to you for your review Monday morning. We will submit the 4 plan copies and other documentation for the Board on 3/29/13 which is more than 10 days before the next hearing on 4/9/12. If you have any final comments in the interim please let me know. j Thanks again, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVE,YING•78 North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com From: Stanton, David [mailto:David.Stanton @town.barnstable.ma.us] Sent: Monday, March 18, 2013 9:34 AM To: Matthew Eddy; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road update 3/18/13 Good morning Matt, I have further reviewed the plans for 280 Long Beach. As you know, Dr. Miller came up with a proposed timeline at the last hearing. That proposed timeline will not work as he has it going back to a staff meeting on April 3rd. If there were any additional staff comments at that time, it would be too late again for the Board of Health hearing as it would be less then 10 days before the hearing. My suggestion is that you go through and make any changes necessary from my comments: Once you have made the changes, print out one set of plans and submit them to me. I will take a look at them. I will also leave them on the inspectors table for the other inspectors to view when they have time. The sooner you can get the revised plans to us, the sooner the other inspectors can review them. Once the other inspectors are done reviewing them, I will let you know. If they are all set, then you can proceed to submit four copies of the plans (one for Tom and 3 for the Board members.) If there are any other changes suggested by the other inspectors, you will have time to resubmit the corrected plans. In addition to the notes below, here are some additional notes for the latest set of plans we have received. Note that with Exh 2.0, 1 did not have a hard copy of the plans, so it was a little more difficult for me to review them on the computer screen, so once we receive the print, there is a chance there may have been missed items: 1. Exh1.0 + 2.0: The pump chambers on plot plans are still of the smaller design (2' diameter 3/25/2013 Message Page 2 of 7 shown vs. 4' diameter proposed) 2. Exh 2.0 retaining wall on plot plan references detail spec#929, but has#920 for the wall on the plans ,-/ 3. Exh 2.0 General note 10 says 5' provided, but appears to be about 9' provided.v 4. Exh 2.0 the top diagram says effective depth of 1.25', but other locations show using an effective depth of 1.30'1�-/ One other note, which does not change your design, as it appears impossible due to site constraints, the reserve area proposed does not comply with the Boards unwritten policy of 75' setback for new construction to wetlands. That is not an issue for the inspectors to decide, but rather for the Board members in making their final decision. As I stated earlier, the sooner you can get the changes on the plans and printed out and submitted to me, the sooner I can review them and leave for the other inspectors to review. I don't know how long it will take the other inspectors to review them, but I will get back to you with some time before the 10 day deadline if there are any further issues that need to be resolved. Obviously everyone may not get time to review the plans, and we will not hold that against you if that is the case (Tom will be out for a few days, and I don't know the other inspectors schedules) We have to do it this special way as the staff meeting is less then 10 days before the hearing and it would be too late. Thanks, Dave -----Original Message----- From: Stanton, David Sent: Tuesday, March 12, 2013 9:17 AM To: 'Matthew Eddy'; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Good morning Matt, According to the Town Code, the revised plans were submitted too late for today's hearing. Here is the Town Code reference: § 385-4. Hearing postponement for untimely submission of plan revisions. (Amended 2-19-20081 Any applicant who submits revisions to plans, required under § 385-3 above, less than ten days prior to the scheduled Board meeting shall be required by the Health Department to postpone the variance hearing to a later date. Also, I have not had the time to fully review the revised plans yet. I did come across a few issues that will need to be revised or straightened out before the next hearing. The sooner you can get these revisions in, the sooner we can review the plans so that hopefully we will have a good set of plans to go before the Board at the next Public Hearing. 1. Page c3.0 and exh1.0: The retaining wall detail numbers on the plot plan don't match up with the re Wing wall details on the plan. I assume that the detail numbers on the plot plan were leftover with the 02age us retaining wall design specs. 2 of the 7 page checklist was not fill d out for the materials specifications noted. J� 3. Page exhl.0 does not list variances 4. Page exh1.0 under General notes#10 says 5' provided, but with our scale, it appears to be about 9' provided 3/25/2013 Message Page 3 of 7 5. a c3.0 pump curve specs, under parameters it says orifice spacing = 2.5', but on spec detail#21 it say 4.5' and 3.75' t i 6. P ige c3.0 pump curve specs, under parameters it says under orifice size 1/8", but on spec detail# 11 it sa s 3/8" 7. ge c3.0 pump curve specs, under parameters it says number of orifices per zone says 14, but n ur't`'� I s detail#211 it says 4 per lateral (8 total) ntO 8. Please add a solid line showing the 75' setback to the wetland on the North West side of the lot Qu t like the one you did for the North East. As you know, sometimes the printed plans are slightly off on scale a d , A s when a scale is used it shows it slightly off, so on our print out, it appears just slightly under 75') ' 9. n the attachment letter for the ground water adjustment using an abutting property, please create a n w letter stating that you are using the abutting lots previous monitoring well for this design and attach J already approved letter dated March 15th 2010 to the new letter. (The cross out of 283 and adding 280 above it to the other lots letter makes it appear that the well was done on 280 because the letter says"An�1 observation well was set on this property...") S reQ 10. Need to include the pump chamber variance (septic component< 100'to wetlands) V/ 11. 1 have just started reviewing the new retaining wall and just a note (which you may already be aware of) that it appears the footing of the wall will be in high ground ter(I don't know if that will change,the design or not or just have them install at low tide?) V ,-- c I �1 f� I_ 6(1'A JZ As we previously discussed, change the IAA approval number to the General use. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddv@baxter-nye.com] Sent: Friday, March 08, 2013 1:46 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Tom, As an additional backup alternative I created this second exhibit plan for the Conventional System EXH 2.0. 1 created this in response to your comment about Brian Dudley approving the SAS reserve under the house since it is on pilings (see my prior reference to Brian's email). This plan keeps the reserve out from under the house which is on pilings and also out from under the steps and sidewalk. I simply made minor tweaks to the length, width and height of the SAS for both the Primary and Reserve Areas. While I still stand by EXH1.0 as originally submitted, I created this second alternative to help alleviate your concern over this issue. Thank you, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE' ENG NF ERING &. SURVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail 3/25/2013 Message Page 4 of 7 From: Stanton, David [mai Ito:David.Stanton@town.barnstable.ma.us] Sent: Thursday, March 07, 2013 7:30 AM To: Matthew Eddy; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Thanks Matt, I will take a look at them when I get a minute. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddv@baxter-nve.com] Sent: Wednesday, March 06, 2013 6:38 PM To: Stanton, David; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road: 1. Revised Septic Plans—Sheets C1.0, C3.0, C4.0 dated 3/5/2013. 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber Calculations dated 3/5/2013. 1 will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to review with you and Sharon exactly what you want resubmitted. Thanks for your help. Matt 3/25/2013 Message Page 5 of 7 Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING -78 North Street-3rdFloor Hyannis, MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail From: Stanton, David [mai Ito:David.Stanton(-Otown.barn stable.ma.us] Sent: Thursday, February 28, 2013 11:45 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, Thank you. You don't have to have Kim drop them off, the electronic copy is fine and like you said it is not relevant for the Board of Health. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddv(ab baxter-nve.com] Sent: Thursday, February 28, 2013 11:29 AM To: Stanton, David Subject: RE: 280 Long Beach Road Hi Dave, As requested to help assist you I've attached a pdf of sheet C2.0 for you. I will have Kim drop off a copy to you. Please note this plan is for Zoning information and is not part of my application to the BOH. Everything relevant to the BOH application is shown on sheets C1.0, C3.0 and C4.0. I will address the comments we reviewed yesterday and shoot to have it to you by end of day tomorrow. I appreciate your help and if there's anything else or questions just let me know. Thanks again, Matt Matthew Eddy, P.E. Managing Partner I3AXTE.R NYE.. ENGINEERING & SURVFYING •78 North Street-3rdFloor Hyannis,MA 02601 Ph: 508-771-7502 x17 • Fax: 508-771-7622 •email:meddy@baxter-nye.com •www.baxter- nve.com NA Please consider the environment before printing this e-mail From: Stanton, David [ma i Ito:David.StantonCaltown.barnstable.ma.us] Sent: Thursday, February 28, 2013 9:33 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road 3/25/2013 Message Page 6 of 7 Hi Matt, was going through the full set of plans this morning that you had given me at the end of the meeting. It is missing page C2.0. "layout and dimension plan" according to the index sheet. If you could please drop that off here for me at some point to review would be great. Thanks again for the meeting yesterday, it helped clarify some of the issues. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddv@baxter-nye.com] Sent: Wednesday, February 27, 2013 12:50 PM To: McKean,Thomas Cc: Stanton, David Subject: RE: 280 Long Beach Road I'll plan on seeing you and Dave at 3:30. Thanks Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Wednesday, February 27, 2013 11:20 AM To: Matthew Eddy Cc: Stanton, David Subject: RE: 280 Long Beach Road Good Morning, Matthew- I have it on my schedule and David Stanton has it on his schedule also. You are assuming that there are minor comments. I haven't made such an assumption. David has been preparing a list of problems and issues. He informed me that he doesn't know if he will have a complete list ready for you before 3:30 p.m. There are multiple pages (i.e two plans plus several DEP approval letters, etc) for him to review. Tom -----Original Message----- From: Matthew Eddy [mailto:meddy(@baxter-nve.com] Sent Wednesday, February 27, 2013 9:53 AM To: McKean, Thomas Subject: 280 Long Beach Road Hi Tom, Just confirming we're on for 3:30 this afternoon. I just want to make sure we're all on the same page and if there are any minor comments to address we get them taken care of. Please confirm and I'll see you this afternoon. 3/25/2013 Message Page 7 of 7 Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x17 Fax:508-771-7622 •email:meddy@baxter- nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail 3/25/2013 Message Page 1 of 5 Stanton, David From: Stanton, David Sent: Tuesday, March 12, 2013 9:17 AM To: 'Matthew Eddy'; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Good morning Matt, According to the Town Code, the revised plans were submitted too late for today's hearing. Here is the Town Code reference: ,i § 385-4. Hearing postponement for untimely submission of plan revisions. [Amended 2-19-20081 t Any applicant who submits revisions to plans, required under § 385-3 above, less than ten days prior to the scheduled Board meeting shall be required by the Health Department to postpone the variance hearing to a later date. Also, I have not had the time to fully review the revised plans yet. I did come across a few issues that will need to be revised or straightened out before the next hearing. The sooner you can get these revisions in, the sooner we can review the plans so that hopefully we will have a good set of plans to go before the Board at the next Public Hearing. M ` 1. Page c3.0 and exh1.0: The retaining wall detail numbers on the plot plan don't match up with the retaining wall details on the plan. I assume that the detail numbers on the plot plan were left over with the previous retaining wall design specs. 2. Page 2 of the 7 page checklist was not filled outfor the materials specifications noted. 3. Page exh1.0 does not list variances 4. Page exh1.0 under General notes#10 says 5' provided, but with our scale, it appears to be about 9' V. provided 5. Page c3.0 pump curve specs, under parameters it says orifice spacing = 2.5', but on spec detail#211 it says 4.5' and 3.75' � � 7 6. Page c3.0 pump curve specs, under parameters it says under orifice size 1/8", but on spec detail #211 it says 3/8" 7. Page c3.0 pump curve specs, under parameters it says number of orifices per zone says 14, but on spec detail#211 it says 4 per lateral (8 total) 8. Please add a solid line showing the 75' setback to the wetland on the North West side of the lot (just like the one you did for the North East. As you know, sometimes the printed plans are slightly off on scale and so when a scale is used it shows it slightly off, so on our print out, it appears just slightly under o• f 75') 9. On the attachment letter for the ground water adjustment using an abutting property, please create a new letter stating that you are using the abutting lots previous monitoring well for this design and attach the already approved letter dated March 15th 2010 to the new letter. (The cross out of 283 and adding 280 above it to the other lots letter makes it appear that the well was done on 280 because the letter says"An observation well was set on this property...") 1��"V. Ori 10. Need to include the pump chamber variance (septic component < 100' to wetlands) �,�W`�I ►�?CC ` - ,9 3/12/2013 Message Page 2 of 5 11. 1 have just started reviewing the new retaining wall and just a note (which you may already be aware of)that it I' appears the footing of the wall will be in high groundwater(I don't know if that will change the design or not or just have them install at low tide?) As we previously discussed, change the RA approval number to the General use. Nt Yr k Thanks, I Dave F� -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] M Sent: Friday, March 08, 2013 1:46 PM - S\ To: Stanton, David; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road v Hi Tom, i A), t 1 s As an additional backup alternative I created this second exhibit plan for the Conve I tional System EXH 2.0. 1 created this in response to your comment about Brian Dudley approving the SAS reserve under the house since it is on pilings (see my prior reference to Brian's email). This plan keeps the reserve out from under the house which is on pilings and also dut from under the steps and sidewalk. I simply made minor tweaks to the length, width and height of the SAS fob both the Primary and Reserve Areas. While I still stand by EXH1.0 as originally submitted, I created this second alternati e t help alleviate your concern over this issue. r ff Thank you, Matt (r� Matthew Eddy, P.E. Managing Partner Jb BAXTER NYE ENGINEE.,R.ING & SURVEYING •78 North Street-3rd Floor -Hyannis,MA 02601 Q, � Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com � Please consider the environment before printing this e-mail 1, 301 7 From: Stanton, David [mailto:David.Sta nton@town.ba rnstable.ma.us] �o Sent: Thursday, March 07, 2013 7:30 AM i k � f�� To: Matthew Eddy; McKean,Thomas w, Td 1 � Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road \J6—W.r,)P1 7J_(r!1,(, Thanks Matt, I will take a look at them when I get a minute. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baiter-nye.com] Sent: Wednesday, March 06, 2013 6:38 PM To: Stanton, David; McKean,Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Dave and Tom, 3/12/2013 T Message Page 3 of 5 Attached is the following revised information for 280 Long Beach Road: 1. Revised Septic Plans—Sheets C1.0, C3.0, C4.0 dated 3/5/2013. ` 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber Calculations dated 3/5/2013. 1 will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to review with you and Sharon exactly what you want resubmitted. Thanks for your help. Matt Matthew Eddy, P.E. Managing Partner BAXTER. NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor •Hyannis,MA02601 Ph:508-771-7502 x17 • Fax:508-771-7622 email:meddy@baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail From: Stanton, David [mailto:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 11:45 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, Thank you. You don't have to have Kim drop them off, the electronic copy is fine and like you said it is not relevant for the Board of Health. Thanks, Dave 3/12/2013 I Message Page 4 of 5 -----Original Message----- From: Matthew Eddy [mailto:meddyCfbaxter-nye.com] Sent: Thursday, February 28, 2013 11:29 AM To: Stanton, David Subject: RE: 280 Long Beach Road Hi Dave, As requested to help assist you I've attached a pdf of sheet C2.0 for you. I will have Kim drop off a copy to you. Please note this plan is for Zoning information and is not part of my application to the BOH. Everything relevant to the BOH application is shown on sheets C1.0, C3.0 and C4.0. I will address the comments we reviewed yesterday and shoot to have it to you by end of day tomorrow. I appreciate your help and if there's anything else or questions just let me know. Thanks again, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis, MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 -email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail From: Stanton, David [ma ilto:David.Stanton@town.barnstable.ma.us] Sent: Thursday, February 28, 2013 9:33 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, I was going through the full set of plans this morning that you had given me at the end of the meeting. It is missing page C2.0. "layout and dimension plan" according to the index sheet. If you could please drop that off here for me at some point to review would be great. Thanks again for the meeting yesterday, it helped clarify some of the issues. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddyCfbaxter-nye.com] Sent: Wednesday, February 27, 2013 12:50 PM To: McKean, Thomas Cc: Stanton, David Subject: RE: 280 Long Beach Road I'll plan on seeing you and Dave at 3:30. Thanks Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] 3/12/2013 Message Page 5 of 5 • Sent: Wednesday, February 27, 2013 11:20 AM To: Matthew Eddy Cc: Stanton, David Subject: RE: 280 Long Beach Road Good Morning, Matthew- I have it on my schedule and David Stanton has it on his schedule also. You are assuming that there are minor comments. I haven't made such an assumption. David has been preparing a list of problems and issues. He informed me that he doesn't know if he will have a complete list ready for you before 3:30 p.m. There are multiple pages (i.e two plans plus several DEP approval letters, etc) for him to review. Tom -----Original Message----- From: Matthew Eddy [mai Ito:meddy@baxter-nye.com] Sent: Wednesday, February 27, 2013 9:53 AM To: McKean, Thomas Subject: 280 Long Beach Road Hi Tom, Just confirming we're on for 3:30 this afternoon. I just want to make sure we're all on the same page and if there are any minor comments to address we get them taken care of. Please confirm and I'll see you this afternoon. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE EiNGINEI RING &. SURVI YINC.i -78North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x17 - Fax:508-771-7622 -email:meddy@baxter- nye.com •www.baxter-nve.com N, Please consider the environment before printing this e-mail 3/12/2013 Message Page 1 of 6 Stanton, David From: Stanton, David Sent: Monday, March 18, 2013 9:34 AM To: 'Matthew Eddy'; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road update 3/18/13 Good morning Matt, I have further reviewed the plans for 280 Long Beach. As you know, Dr. Miller came up with a proposed timeline at the last hearing. That proposed timeline will not work as he has it going back to a staff meeting on April 3rd. If there were any additional staff comments at that time, it would be too late again for the Board of Health hearing as it would be less then 10 days before the hearing. My suggestion is that you go through and make any changes necessary from my comments. Once you have made the changes, print out one set of plans and submit them to me. I will take a look at them. I will also leave them on the inspectors table for the other inspectors to view when they have time. The sooner you can get the revised plans to us, the sooner the other inspectors can review them. Once the other inspectors are done reviewing them, I will let you know. If they are all set, then you can proceed to submit four copies of the plans (one for Tom and 3 for the Board members.) If there are any other changes suggested by the other inspectors, you will have time to resubmit the corrected plans. In addition to the notes below, here are some additional notes for the latest set of plans we have received. Note that with Exh 2.0, 1 did not have a hard copy of the plans, so it was a little more difficult for me to review them on the computer screen, so once we receive the print, there is a chance there may have been missed items: 1. Exh1.0 + 2.0: The pump chambers on plot plans are still of the smaller design (2' diameter shown vs. 4' diameter proposed) 2. Exh 2.0 retaining wall on plot plan references detail spec#929, but has#920 for the wall on the plans 3. Exh 2.0 General note 10 says 5' provided, but appears to be about 9' provided. 4. Exh 2.0 the top diagram says effective depth of 1.25', but other locations show using an effective depth of 1.30' One other note, which does not change your design, as it appears impossible due to site constraints, the reserve area proposed does not comply with the Boards unwritten policy of 75' setback for new construction to wetlands. That is not an issue for the inspectors to decide, but rather for the Board members in making their final decision. As I stated earlier, the sooner you can get the changes on the plans and printed out and submitted to me, the sooner I can review them and leave for the other inspectors to review. I don't know how long it will take the other inspectors to review them, but I will get back to you with some time before the 10 day deadline if there are any further issues that need to be resolved. Obviously everyone may not get time to review the plans, and we will not hold that against you if that is the case (Tom will be out for a few days, and I don't know the other inspectors schedules) We have to do it this special way as the staff meeting is less then 10 days before the hearing and it would be too late. Thanks, Dave -----Original Message----- From: Stanton, David Sent: Tuesday, March 12, 2013 9:17 AM To: 'Matthew Eddy'; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 2801ong Beach Road 3/18/2013 Message Page 2 of 6 Gbod morning Matt, According to the Town Code, the revised plans were submitted too late for today's hearing. Here is the Town Code reference: § 385-4. Hearing postponement for untimely submission of plan revisions. [Amended 2-19-20081 Any applicant who submits revisions to plans, required under § 385-3 above, less than ten days prior to the scheduled Board meeting shall be required by the Health Department to postpone the variance hearing to a later date. Also, I have not had the time to fully review the revised plans yet. I did come across a few issues that will need to be revised or straightened out before the next hearing. The sooner you can get these revisions in, the sooner we can review the plans so that hopefully we will have a good set of plans to go before the Board at the next Public Hearing. 1. Page c3.0 and exhl.0: The retaining wall detail numbers on the plot plan don't match up with the retaining wall details on the plan. I assume that the detail numbers on the plot plan were left over with the previous retaining wall design specs. 2. Page 2 of the 7 page checklist was not filled out for the materials specifications noted. 3. Page exhl.0 does not list variances 4. Page exhl.0 under General notes#10 says 5' provided, but with our scale, it appears to be about 9' provided 5. Page c3.0 pump curve specs, under parameters it says orifice spacing = 25, but on spec detail#211 it says 4.5' and 3.75' 6. Page c3.0 pump curve specs, under parameters it says under orifice size 1/8", but on spec detail#211 it says 3/8" 7. Page c3.0 pump curve specs, under parameters it says number of orifices per zone says 14, but on spec detail #211 it says 4 per lateral (8 total) S. Please add a solid line showing the 75' setback to the wetland on the North West side of the lot Oust like the one you did for the North East. As you know, sometimes the printed plans are slightly off on scale and so when a scale is used it shows it slightly off, so on our print out, it appears just slightly under 75') 9. On the attachment letter for the ground water adjustment using an abutting property, please create a new letter stating that you are using the abutting lots previous monitoring well for this design and attach the already approved letter dated March 15th 2010 to the new letter. (The cross out of 283 and adding 280 above it to the other lots letter makes it appear that the well was done on 280 because the letter says"An observation well was set on this ro ert P P Y..." 10. Need to include the pump chamber variance (septic component < 100' to wetlands) 11. 1 have just started reviewing the new retaining wall and just a note (which you may already be aware of)that it appears the footing of the wall will be in high groundwater(I don't know if that will change the design or not or just have them install at low tide?) As we previously discussed, change the IAA approval number to the General use. Thanks, Dave -----Original Message----- 3/18/2013 Message Page 3 of 6 From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Friday, March 08, 2013 1:46 PM To: Stanton, David; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Tom, As an additional backupalternative I created this second exhibit Ian for the Conventional System EXH 2.0. P Y 1 created this in response to your comment about Brian Dudley approving the SAS reserve under the house since it is on pilings (see my prior reference to Brian's email). This plan keeps the reserve out from under the house which is on pilings and also out from under the steps and sidewalk. I simply made minor tweaks to the length, width and height of the SAS for both the Primary and Reserve Areas. While I still stand by EXH1.0 as originally submitted, I created this second alternative to help alleviate your concern over this issue. Thank you, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rdFloor •Hyannis,MA02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail From: Stanton, David [mai Ito:David.Stanton @town.ba rnstable.ma.us] Sent: Thursday, March 07, 2013 7:30 AM To: Matthew Eddy; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Thanks Matt, I will take a look at them when I get a minute. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Wednesday, March 06, 2013 6:38 PM To: Stanton, David; McKean, Thomas Cc: Crocker, Sharon Subject: RE: 280 Long Beach Road Hi Dave and Tom, Attached is the following revised information for 280 Long Beach Road: 1. Revised Septic Plans—Sheets C1.0, C3.0, C4.0 dated 3/5/2013. 2. Revised Conventional Septic Exhibit Plan dated 3/5/2013. 3. Revised Dosing and Pump Chamber Calculations dated 3/5/2013. 1 will give you a call in the morning to touch base. If it helps you I thought you and I could sit down tomorrow and go through the revised information together. Following is a summary of revisions which address your comments from our meeting: I/A Septic Plan 3/18/2013 Message Page 4 of 6 1. The monitoring well information from 283 Long Beach Road has been added to the plan. a. A copy of the letter submitted to the Health Dept. dated 3/15/2010 on the results of this well will be re-submitted. 2. The pump chamber has been upsized to provide 24 hour storage below the septic tank invert out. 3. An inspection port has been added in the SAS. 4. A note has been added to the plan to remove the existing irrigation lines and equipment. 5. The retaining wall section has been redesigned to provide a full 5 feet between the SAS and the back of the wall/liner. 6. The pump curve has been added to the plan. Convention Septic Exhibit Plan 1. The distribution pipe size labels have been clarified. 2. The reserve SAS has been rotated so it is partially under the building which is on pilings. I confirmed with Brian Dudley this is allowed (please see the attached email from Brian confirming this). The reserve position meets the stipulations identified by Brian. 3. An effluent filter has been noted on the septic tank invert out. 4. A separate checklist for the Conventional Plan has been prepared (see attached). Please confirm you've received. I will deliver hard copies tomorrow as needed. I'd like to review with you and Sharon exactly what you want resubmitted. Thanks for your help. Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING &. SURVEYING •78 North Street-3rd Floor •Hyannis, MA02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail From: Stanton, David [mai Ito:David.Stanton @)town.ba rnsta ble.ma.us] Sent: Thursday, February 28, 2013 11:45 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, Thank you. You don't have to have Kim drop them off, the electronic copy is fine and like you said it is not relevant for the Board of Health. Thanks, Dave -----Original Message----- From: Matthew Eddy [mai Ito:meddy@baxter-nye.com] Sent: Thursday, February 28, 2013 11:29 AM To: Stanton, David Subject: RE: 280 Long Beach Road Hi Dave, As requested to help assist you I've attached a pdf of sheet C2.0 for you. I will 3/18/2013 Message Page 5 of 6 • have Kim drop off a copy to you. Please note this plan is for Zoning information and is not part of my application to the BOH. Everything relevant to the BOH application is shown on sheets C1.0, C3.0 and C4.0. I will address the comments we reviewed yesterday and shoot to have it to you by end of day tomorrow. I appreciate your help and if there's anything else or questions just let me know. Thanks again, Matt Matthew Eddy, P.E. Managing Partner BAXTI R NYE ENGTNI I:iRINGJ &. St.1RVI YIN(; •78 North Street-3rd Floor - Hyannis, MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter- nve.com Please consider the environment before printing this e-mail From: Stanton, David [ma i Ito:David.Stanton @town.barnstable.ma.us] Sent: Thursday, February 28, 2013 9:33 AM To: Matthew Eddy Subject: RE: 280 Long Beach Road Hi Matt, I was going through the full set of plans this morning that you had given me at the end of the meeting. It is missing page C2.0. "layout and dimension plan" according to the index sheet. If you could please drop that off here for me at some point to review would be great. Thanks again for the meeting yesterday, it helped clarify some of the issues. Thanks, Dave -----Original Message----- From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Wednesday, February 27, 2013 12:50 PM To: McKean,Thomas Cc: Stanton, David Subject: RE: 280 Long Beach Road I'll plan on seeing you and Dave at 3:30. Thanks Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Wednesday, February 27, 2013 11:20 AM To: Matthew Eddy Cc: Stanton, David Subject: RE: 280 Long Beach Road Good Morning, 3/18/2013 Message Page 6 of 6 Matthew- I have it on my schedule and David Stanton has it on his schedule also. You are assuming that there are minor comments. I haven't made such an assumption. David has been preparing a list of problems and issues. He informed me that he doesn't know if he will have a complete list ready for you before 3:30 p.m. There are multiple pages (i.e two plans plus several DEP approval letters, etc) for him to review. Tom -----Original Message----- From: Matthew Eddy [mailto:meddy@baiter-nve.com] Sent: Wednesday, February 27, 2013 9:53 AM To: McKean, Thomas Subject: 280 Long Beach Road Hi Tom, Just confirming we're on for 3:30 this afternoon. I just want to make sure we're all on the same page and if there are any minor comments to address we get them taken care of. Please confirm and I'll see you this afternoon. Thanks Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis, MA 02601 Ph:508-771-7502 x17 Fax:508-771-7622 •email: meddy@baxter- nye.com •www.baxter-nve.com Please consider the environment before printing this e-mail 3/18/2013 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner TITLE 5 PRESSURE DISTRIBUTION DESIGN GUIDANCE Effective Date: May 24, 2002 Policy# BRP/DWM/WpeP/G02-2 Program Applicability: BRP/DWM/Watershed Permitting/Title 5 Program Supersedes: Guidance dated 1/18/95 Regulation Reference: 310 CMR 15.254 Approved By: [signed] Cynthia Giles PURPOSE: The purpose of this document is ,to guide pressure distribution designers, reviewers and contractors in the design and construction of on-site wastewater pressure distribution systems consistent with the requirements of Title 5. INTRODUCTION: Uniform application of septic tank effluent throughout the soil absorption system (SAS) is an important factor in the proper operation of an on-site subsurface sewage treatment and disposal system (system). Gravity application does not provide uniform distribution and can create localized ponding within the SAS. This can inhibit proper treatment and is of special concern in larger systems where failure rates have been documented to be higher than in smaller, residential systems. Pressure distribution networks can be employed as a means of achieving uniform application and can overcome some of the limitations of gravity distribution systems. The construction procedures of the distribution network are just as important as design for system performance. Good design with poor construction may result in the network operating poorly and may result in failure of the pressure distribution system. It is important that the designer, the installer, and the board of health inspector understand the principles of operation of the pressure distribution network before construction i Pressure Distribution Design Guidance commences. Weather considerations should also be anticipated, especially if the network is to be installed in conjunction with a mound. In such cases, freezing weather may have an adverse effect on pipes that contain water. Construction practices may vary from those described herein. However, common sense and good engineering practice should prevail when installing these systems. TEXT: Pressure Distribution is the even dispersal of septic tank or otherwise treated effluent over a soil absorption system whereby the effluent is pumped from a pump chamber through a force main to a network of pipes or distribution laterals having discharge orifices, and then discharged over the soil absorption system. I. DESIGN CONSIDERATIONS: The pressure distribution network usually consists of 1 to 3 inch perforated distribution laterals connected by a central or end manifold of larger diameter. A pump or pumps pressurize the network and are sized to provide relatively uniform distribution of effluent. Because the perforations in the distribution laterals are loaded at approximately the same pressure, they will discharge at approximately the same rate. In-line Pressure: The pressure network should be designed to provide a minimum of 2.5 feet of head at the distal ends of the laterals. The variation in flow rate between the beginning and distal end of a lateral should not exceed 10%. Perforation Spacing: Uniform distribution can best be achieved by providing as many uniformly spaced perforations as is practical. Minimum perforation size should be '/s in. because smaller perforations will tend to clog. Maximum perforation size should be such that the even distribution of effluent within the distribution laterals is not adversely affected while maximizing the number of perforations used. An effluent tee filter shall be used with all pressure distribution systems to prevent clogging and shall be installed prior to the pump chamber. Spacing between perforations shall not exceed five feet; however, shorter spacings are more desirable. In bed systems, the perforations between any two laterals can be staggered so that they lie on the vertices of isosceles triangles (see Figure 1). In this case, the number of perforations in each lateral may differ. When doing discharge calculations, all perforations must be accounted for. Manifolds: To minimize flow variation,the manifold should have as small a volume as possible. Also, in order to minimize leakage as the network is pressurized, the manifold should be installed below the distribution laterals so that it fills and pressurizes before discharge from the perforations occurs. In some instances, it may be appropriate to Page 2 of 29 Pressure Distribution Design Guidance install the manifold above or at the same elevation as the laterals based on the elevations of other components of the system. PERFORATIONS (TYP.) . C O O A ZB I , O O O 4 LATERALS A B O O C O O 4 <5 FT --► FIGURE I ALTERNATIVE LATERAL PERFORATION LAYOUTS lI. .DESIGN PROCEDURE: Step Y 1: La Out a Network used based on site condition flow rate., Establish dimensions of the SAS to be u , and soil conditions. The designer should consider the design of the:network layout, with special attention to the lateral length and spacing between laterals. The distribution network should be laid out for conventional leaching trenches or leaching fields using manifolds and distribution laterals., Different configurations are possible. Central, end or off-center manifolds connecting the distribution laterals are options depending on site conditions (see Figures 2 and 3). Central manifolds are preferred, as they tend to minimize lateral length and manifold size. In order to minimize leakage from the perforations nearest the manifold, the laterals maybe installed above the manifold elevation thus filling the entire manifold before discharge. Provisions must be made to drain the laterals to prevent freezing using standard engineering practices. Care should be taken to prevent the entire lateral from'draining into the soil absorption system from a single drainage perforation in the lateral. Page 3 of 29 Pressure Distribution Design Guidance FINISHED GRADE 2%M 12"MIN. 2"MIN. 1/8"TO 1/2" 36"MAX. DOUBLE WASHED STON COVER LATERAL LATERAL nt iz 6"MIN 3/4"TO 1-1/2" DOUBLE WASHED STONE - CENTER.MANIFOLD FIGURE 2 - DISTRIBUTION NETWORK- CENTER MANIFOLD FINISHED GRADE 2% m 12"MIN �SMAx 2"MIN. 1/8"TO COVER DOUBLE WASHED STONE 90°ELBOW LATERAL 0 0 TEE o0 00 END MANIFOL 6"MIN.3/4"TO 1- DOUBLE WASHED STONE PERFORATION(TYP.) FIGURE 3 - DISTRIBUTION NETWORK- END MANIFOLD Step 2: Select Perforation Size and Spacing The design should provide as many perforations as possible. Perforations can range between '/8 inch and 5/8 inch in size. Smaller perforation diameters allow for more uniform distribution; however, no holes smaller than '/8 inch shall be used. Larger diameter perforations permit longer laterals with greater spacings between perforations. However, this can result in localized ponding in the soil absorption system beneath the perforation and reduce the effectiveness of the distribution of effluent within the system. Spacing between the perforations shall not exceed 5 feet. Air must be vented out of the laterals at the beginning of each dosing cycle. One option is to drill a perforation vent hole at the distal end of the elbow of the lateral sweep, below the stone aggregate, as shown in Figure 4. Laterals must drain to the soil absorption system or the pump chamber between dosings. Page 5 of 29 Pressure Distribution Design Guidance ACCESS BOX CAP NUT (COVER TO BE PLACED 3" MAX. BELOW FINISHED GRADE) i, 45'BENDS OR SWEEP CLEANOUT 2" MIN. 1/8" TO 1/2" DOUBLE WASHED STONE VENT HOLE DISTAL END PERFORATION TO BE PLACED NEAR THE CROWN OF THE LATERAL _ PIPE IN THE 45° BEND OR SWEEP 3/4" TO 1 1/2" oo AT THE END OF EACH LATERAL DOUBLE WASHED STONE oo 6- OF 3/4" TO 1 1/2" DOUBLE WASHED STONE TO VENT HOLE AND BENEATH ACCESS BOX FIGURE 4—END CLEANOUT DETAIL Acceptable configurations of the discharge perforations on any lateral in a system shall be located between the 10 : 00 o' clock position and the 2 : 00 o'clock position if oriented upward or . between the 5 : 00 o'clock position and the 7 : 00 o'clock position if oriented downward. A shield is required for any perforations located between the 10:00 o'clock and 2:00 o'clock positions and for any perforations located at the 6:00 o'clock position to reduce scouring of the soil above or below the laterals. Examples of acceptable shields include, but are not limited to, half diameter pipe, chambers and manufactured orifice shields (see Figures 5, 6 and 7). 1/2-DIAMETER PIPE (SHIELD) 11, J111 • PERFORATIONS 12"MIN. DIRECTED UPWARD 36"MAX. COVER 2"MIN.OF 1/8"TO 1/4" DOUBLE WASHED STONE LATERALS(TYP.) 0 00 00 0 6"MIN.OF 3/4"TO 1-1/2" o DOUBLE WASHED STONE FIGURE 5 - LATERAL WITH SHIELD UPWARD a Page 6 of 29 Pressure Distribution Design Guidance ,II, CHAMBER(SHIELD) 12"MIN, 2"MIN.OF 1/8"TO 1/4" 36"MAX. DOUBLE WASHED STON COVER PERFORATIONS DIRECTED UPWARD LATERALS(TYP.) 0 6"MIN.OF 3/4"TO 1-1/2" o0 00 00 DOUBLE WASHED STONE FIGURE 6 - LATERAL WITH CHAMBER AS SHIELD 12"MIN. 36"MAX. COVER 2"MIN.OF 1/8"TO 1/4" DOUBLE WASHED STONE 00 00 0 LATERALS(TYP.) 0 0 _ o 6"MIN.OF 3/4"TO 1-1/2" 00 DOUBLE WASHED STONE PERFORATIONS DIRECTED ORIFICE DOWNWARD SHIELD FIGURE 7—LATERAL WITH SHIELD DOWNWARD Step 3: Determine the Lateral Pipe Diameter Figures 8A through 8G, Appendix B, can be used to determine the appropriate . lateral diameter given perforation number and size, spacing and lateral length. These figures were developed by Otis (1982) based on the Hazen-Williams equation using a coefficient of Cn equal to 150. This is based on plastic pipe and allows for a maximum 10% head loss from the supply end to the distal end of the pipe. Page 7 of 29 Pressure Distribution Design Guidance Step 4: Calculate the Lateral Discharge Rate The lateral discharge rate equals the perforation discharge rate times the number of perforations in the lateral. Table 1 in Appendix C can be used to determine this rate or it can be determined directly from the orifice equation: q = 11.79d2hds where q is the perforation discharge rate in gallons per minute (gpm); d is the perforation diameter in inches, and hd is the in-line distal head pressure in feet. (An orifice coefficient of 0.6 for sharp edged orifices is assumed). The value 11.79 is a dimensionalist coefficient that varies with the characteristics of the opening in the perforation. The total lateral discharge rate is q x N where N is the total number of perforations in the lateral. The in-line distal head- pressure is . an important design parameter. A minimum distal head pressure of 2 . 5 feet shall be maintained to minimize variation in the system and provide a construction tolerance; however, hd should not be so excessive as to cause unnecessary friction losses in the network. Step 5: Calculate the Manifold Size Table 2 in Appendix C provides the diameter for a manifold that is to be uniform throughout its length. The diameter obtained is that which limits head loss from the manifold inlet to the distal end to no more than 10%. Telescoping manifolds may be used to reduce piping costs. The following equation (Otis, 1982).is used to calculate FI values in each lateral segment: E (9.8X10-4) 1.85 Q, where Q; is the flow in the manifold segment in gallons per minute. The F; values are empirical friction factors for each manifold segment. The value (9.8 x 10-4) is a coefficient that is based on friction losses as effluent passes through a plastic pipe. Using these values, the manifold diameter, D,,,, is calculated by: Page 8 of 29 Pressure Distribution Design Guidance M 0.21 ILE D. f 11d Where M is the number of manifold segments, L; is the length ith segment (i.e. lateral spacing) in feet, f is the fraction of the total head loss desired for that manifold segment . or series of segments, and hd is the distal head pressure in the lateral in feet. To ensure that the head loss is less than 10%, f must be less than or equal to 0.1/ (total number of manifold segments) x number of the manifold segment for the section under design. Step 6: Determine the Dose Volume The minimum demand dose volume should be five to ten times the volume of the distribution lateral network. The nomograph in Appendix D can be used to calculate pipe volume. This volume should not exceed the required dose volume, calculated by dividing the average daily flow by the dosing frequency. When timed dosing is used, the dose volume can be reduced. If the manifold crown elevation lies below the lateral invert elevation, do not include the manifold pipe volume. Step 7. Calculate Minimum Pump Discharge Rate The minimum pump discharge rate is determined by adding the perforation (lateral) discharge rates. Step 8. Calculate the Total Friction Losses The total friction losses are the sum of losses in the force main and the discharge lateral network. The friction loss in the force main between the dosing chamber and the discharge lateral network is calculated based on the minimum discharge rate determined in Step 7. The appropriate equation from Hazen-Williams is: 2.11 1.85 Friction Loss = Ld(3.55 Q./Ch Dd where Ld is the length of the force main from the dosing chamber to the discharge lateral network inlet in ft, Dd is the pipe diameter (of the force main) in inches; and Q. is the discharge rate in gallons per minute. C n is equal to 150, which is the Hazen-Williams Friction Factor for plastic pipe. The value 3.55 is a dimensionless coefficient that is based on energy loss as effluent passes through a plastic pipe. Add the network losses that are equal to 1.31 hd, where hd is the distal head pressure selected for the network. Include losses due to tees, gate valves, check valves, bends, etc. using standard friction factors for fixtures. Page 9 of 29 Pressure Distribution Design Guidance Step 9. Select the Pump Unit The pump selection should follow standard engineering practice. The pump should be sized based on the total dynamic head (TDM and the discharge rate required for the network. The TDH includes the static lift and appurtenant friction losses as well as the friction losses in the network computed in step 8. Manufacturer's pump curves should be used to select the proper pump for the project. Step 10. Size the Pump Chamber The pump chamber must be designed to discharge the appropriate volume at the required rate with each dose. The chamber volume is determined based on the dosing volume from Step 6 plus a volume allowance for the drainage which may flow back to the chamber from the force main and manifold pipes when the pumping has ceased Title 5 requires that the dosing chamber have an emergency storage capacity above the high Cate—ralarmequal t the daily d sign flow volume of the system. � � I Title 5 also requires that all pump chambers be equipped with level controls and alarm switches. Level controls shall include pump on/pump off switches for single pump systems and pump off/lead pump on/lag pump on for dual pump systems. Dual pump systems must alternate the lead and lag pump every pump cycle. High water alarm switches shall be provided and shall be on a separate circuit from the pump level control. A quick disconnect or other assembly to allow easy removal of the pump from the pump chamber should be incorporated into the design. A gate valve or globe valve may also be installed in the discharge line within the pump chamber or within a valve box outside of the chamber to allow final adjustments of pressure during the clear water test. If effluent is to be pumped down hill, a 1/4 inch siphon-breaker hole or anti-siphon valve shall be installed in the supply line in the pump chamber. This hole serves to break any vacuum in the system and prevents siphoning of effluent out of the chamber. If effluent is to be pumped uphill, a drain back hole shall be installed in the supply line (Figure'8) within the pump chamber to drain the manifold after pumping has stopped. J/i J/i RISER VALVE BOX(OPTIONAL) GATE OR GLOBE VALVE INLET TO PRESSURE DISTRIBUTION NETWORK STORAGE CAPACITY SIPHON-BREAK OR ALARM DRAIN BACK HOLE PUMP ON CHECK VALVE(IF REQ'D) PUMP OFFkage29 LEVEL CONTROL(TYP.) PUMP CHAMBER SUPPLY LINE(FORCE MAIN) nr rr�v r�rc�nwn.rn�r Pressure Distribution Design Guidance Title 5 requires that the pump and high water alarm must be placed on separate electrical circuits. Electrical connections shall be designed in accordance with the State Electrical Code. Power cords shall be connected to watertight NEMA Approved receptacles and not located inside the pump chamber. Electrical wiring from the pump chamber to the facility shall meet the State Electrical Code. Surge protectors are recommended to protect the pump and controls. 310 CMR 15.000, Title 5, requires watertight construction to prevent surface water or groundwater from intrusion into system components. Other Design Alternatives This Guidance does not restrict the designer from using other designs that meet the basic requirements of Title 5 or this document. For example,the Department will allow the designer to divide the SAS into zones for pressure distribution provided that all zones are dosed before any zone is dosed again. The designer may choose timed dosing versus demand dosing when appropriate. The designer must demonstrate that the design meets the objectives of this Guidance, which are to ensure wastewater is distributed evenly over an entire leaching area. III. CONSTRUCTION: The design and construction of the soil absorption system shall be in accordance with 310 CMR 15.000. The perforated pipe to be used as laterals in the distribution network shall be either predrilled by the manufacturer or carefully drilled by the installer. The pipe, either furnished with the discharge orifices or drilled by the installer, shall be inspected for proper size and placement by the designer prior to installation. The piping used for the distribution laterals should be laid out and cut to the design lengths. Perforations should be checked for correct design size and orientation. After installation, the positioning of the laterals should be rechecked. The sweep or elbow, with a removable end cap, should be placed at the distal end of each lateral for maintenance access and pressure testing (see Figure 4). Before the soil absorption system is backfilled, the sweeps should be placed inside a short length of 4 or 6 inch diameter Page 11 of 29 Pressure Distribution Design Guidance pipe to provide easy access. The cap should be installed to within 3 inches of finished grade. Prior to completion of backfilling, a clear water test shall be performed to verify the distal head pressure and confirm that each lateral is discharging equal flow within design tolerances. After the laterals are in place and tested and the orifice shields are installed, if required, the soil absorption system can be backfilled in accordance with 310 CMR 15.240 (9), (10) and (11). To prevent solids carryover or clogging of the pressure distribution laterals or associated pumps and piping, Department approved effluent tee filters or approved equivalent technologies shall be installed prior to or within pump chambers of any pressure distribution system, unless an approved I/A technology is used that doesn't require a filter. Routine maintenance is necessary for a pressure distribution system to continue to work properly. The Department is developing an Inspection and Maintenance Guidance Document for use with pressure distribution systems. IV. LIST OF REFERENCES: The following references provide additional details and examples for the design of pressure distribution networks. It is highly recommended that the designer and approving authority obtain copies of these documents. 1. Otis, Richard J., 1982, "Pressure Distribution Design for Septic Tank Systems", Journal of Environmental Engineering (ASCE), Vol. 108, No. EE1, February, 1982. 2. Otis, Richard J., "Onsite Wastewater Disposal Distribution Networks for Subsurface Soil Absorption Systems" National Small Flows Clearinghouse, West Virginia University, P.O. Box 6064, Morgantown, WV., 2506-6064. 3. USEPA, 1980, "Design Manual: Onsite Wastewater Treatment and Disposal Systems", EPA 625/1-80-012, Cincinnati, Ohio presdistguidance.4.18.02-approved.doc Page 12 of 29 Pressure Distribution Design Guidance APPENDIX A DESIGN EXAMPLE #1 End Manifold Lateral Network 40 ft Force Main ; - - - - - - - - - - - - - - - - — 1 I I I I 1 25 ft L.-.-.-._.-.-.-._.-.-.-.-.-.-.-.:.-I 50 ft Soil Absorption System Pump Chamber FIGURE 1-1 END MANIFOLD CONFIGURATION FOR A SOIL ABSORPTION SYSTEM ON A LEVEL SITE A pressure network for a soil absorption system (SAS) is to be designed to receive an average daily flow of 550 gal for a 5 bedroom dwelling. The SAS is to be 25 ft x 40 ft. The pump chamber is to be located 50 ft from the network inlet. Step 1. Lay out the Network Two layouts would be suitable for this system. The distribution laterals can be fed either by an end or a central manifold. An end manifold requires 5 laterals and a central manifold requires 10 laterals, each one half the length of an end manifold lateral (see Figure 1-1). An end manifold will be used in this example. Page 13 of 29 Pressure Distribution Design Guidance Step 2. Select Perforation Size and Spacing Perforations 1/4 inch in diameter with a maximum spacing of 5 ft (Other combinations may be as suitable.) Step 3. Select Lateral Diameter To insure uniform effluent application over the entire length of the lateral trench, the first and last perforations in the lateral will be located one-half the perforation spacing from either end of the lateral: Lateral length=40 ft— (1/2 x 5) = 37.5 ft From Figure 8a: Minimum diameter for a 37.5 ft lateral with 5 ft perforation spacing is 1 I/4 inches. Step 4. Calculate the Lateral Discharge Rate A minimum in-line pressure of 2.5 ft is to be used. From Table 1: a '/4 inch perforation will discharge 1.17 gpm No. of Perforations/Lateral = 40/5 = 8 Lateral Discharge Rate = 8 x 1.17 gpm = 9.4 gpm Step 5. Calculate the Manifold Size { The manifold diameter is to be uniform along its length to simplify construction. Manifold length 4 x 5 ft = 20 ft From Table 2, an end manifold with a lateral discharge rate of 9.4 gpm and lateral spacing of 5 ft can have a maximum length of 20 ft for a.2 inch* diameter manifold or 44 ft for a 3 inch diameter manifold. Use a 3 inch diameter manifold. Step 6. Determine Dose Volume The crown elevation of the manifold should be located below the lateral invert elevation. The manifold and delivery line drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total lateral volume. Total length of 1 1/4 inch laterals = 5 pipes x 40 ft = 200 ft Area 1 1/4 inch laterals = 7L(r)2 = TL(0.052)2 = 0.0085 sf Page 14 of 29 Pressure Distribution Design Guidance Total pipe volume = 0.0085 sf. x 200 ft = 1.7 cf 1.7 cf x 7.48gal/cf = 12.7 gal Minimum Dose Volume of 5 to 10 times the pipe volume 12.7 al 5 to 10 = 64 to 127 al g ( ) g Dose as frequently as possible, e.g., 8 doses per day(dpd) 550 gpd / 8 dpd= 69 gal per dose (other combinations may be just as suitable) Since the manifold and delivery line will dram back to the pump chamber, the pumping volume must be increased to equal the volume in the manifold and delivery line. The volume increase is equal to 20 ft of 3 inch manifold pipe volume and 50 ft of 2 inch delivery pipe of 9 gallons. Therefore: Pumping Volume = dose vol+ drain back vol = 69 gal + (7.4 gal + 3.2 gal) = 79.6 gal Step 7. Calculate the Minimum Discharge Rate Minimum Discharge Rate = 9.4 gpm/ lateral x 5 laterals =47 gpm Step 8. Calculate Total Friction Loss Ld= 50 ft(length of force main) Ch= 150 (If plastic pipe) Dd = 2 inch (diameter of force main) Q,,,=47 gpm (discharge rate) Friction Loss = Ld(3.55Q,,,/ChDd2 63)1.85 = 50 ft (3.55 x 47/ 150 x 2 2.63)1.85 = 2.08 ft Network Losses= 1.31 hd = 1.31 x 2.5 ft= 3.28 ft Total Losses = 2.08 ft + 3.28 ft = 5.36 ft (round up and use 6 ft) (Losses in the pump chamber and the network due to tees, gate valves, check valves, bends, etc., must also be added to total losses.) Step 9. Select the Pump Unit Total Pumping Head= Static head+Friction Losses If the pump off elevation in the pump chamber is 5 ft below the lateral invert elevation, the total pumping head is: Page 15 of 29 Pressure Distribution Design Guidance 5 ft + 6 ft(friction losses from Step 8) or 11 ft Using head-discharge curves provided by the manufacturer, a pump able to discharge at least 47 gpm against 11 ft of head is selected. Step 10. Size the Pump Chamber Only one pump will be used on systems with a daily design flow of less than 2,000 gallons per day. A reserve volume equal to one day's average flow is necessary in case of pump failure. Therefore, a volume of 79.6 gallons (dose volume + drain-back volume) + 550 gallons (average daily flow) or 630 gallons, must be provided between the pump off switch elevation and the pump chamber invert elevation. The high water alarm switch is located just above the pump on switch. Page 16 of 29 Pressure Distribution Design Guidance DESIGN EXAMPLE#2 130 ft E 65 ft r.-._._._._._._._._._._._._._._._._._._._._._ _ _._.-._._ _ _._._._ _._._._._._._._._._._.. W i i 5ft 100 ft i i Central Manifold Soil Absorption System 200 ft Force Main Pump Chamber FIGURE 2-1 SYSTEM* WITH CENTRAL MANIFOLD CONFIGURATION FOR SOIL ABSORPTION SYSTEM *Design flows from 2,000 gpd to less than 10,000 gpd A pressure distribution network for a soil absorption system (SAS) is to be designed to receive an average daily flow of 8,400 gal. The SAS will be 100 ft x 130 ft. The pump chamber is to be located 200 ft from the network inlet. Page 17 of 29 Pressure Distribution Design Guidance Step 1. Lay Out a Network A central manifold configuration is selected as shown in Figure 2-1. Step 2. Select Perforation Size and Spacing Perforations are to be 'A inch diameter spaced 5 ft apart. Step 3. Select Lateral Diameter From Figure 8a: 1 '/2 inch laterals are required Step 4. Select Lateral Discharge Rate A minimum in-line pressure of 2.5 ft is to be used. From Table 1: Perforation Discharge Rate 1.17 gpm No. of Perforations/lateral = 65/5 = 13 Lateral Discharge Rate = 13 x 1.17 = 15 gpm/lateral Step 5. Calculate Manifold Size This system is too large to determine the manifold size from Table 2. Therefore, the manifold diameter is determined based on the flow rate necessary to feed the distribution laterals and friction factors using standard hydraulic calculations. The designer must first divide the manifold network of 40 laterals (20 on each side of the manifold) spaced five feet apart resulting in 19 manifold segments (10015 — 1). Individual friction factors (Fi ) in each segment are determined from: F; =(9.8x10-4)Q�i.15 where Q; is the flow in each manifold segment.The general equation for manifold diameter is: M 0.21 E L;F; m flld where Dm is the manifold diameter, Li is the length of the manifold segment (in feet), Fi is the friction factor in the manifold segment, f is the fraction of the total head loss desired in that segment and hd is the desired distal head pressure in the system. Since the designer needs to limit head loss throughout the manifold to Page 18 of 29 Pressure Distribution Design Guidance less than 10%, f must be less than or equal to 0.1. A single diameter manifold can be calculated by: M 0.21 LY_F' Sft x 881.87)1.21 D m = '-' = = 7.8 inches or an 8 inch pipe fhd 0.1x2.5ft Thus, an 8 inch manifold would be required. A single diameter manifold is not necessary. In order to save costs and improve performance, a telescoping manifold allowing smaller diameter pipe downstream can be designed. In this design, the value for f would be equally divided among all the segments and would be calculated as 0.1/19. The results of the actual calculations are shown in - Table 2-1, the procedure for the first and second segment are as follows: First Segment F, _(9.8 x 10-4}2Ogpm1.85 =0.53 0.21 D 1 _ 0 5ft x 0.53 = 3.05 inches or 4 inches —x 2.5ft 19 Second Segment F2 =(9.8 x 10-4�Ogpm'.85 =1.91 0.21 Sft x 2.44 D2 = =3.63 inches or 4 inches 2 x 0.111 x 2.5ft 19 remembering that 2.44 = Fi = (F1 + F2) _ (0.53 + 1.91). Table 2-1 Results of Calculations to Determine Manifold Segment Diameters Page 19 of 29 Pressure Distribution Design Guidance Segment Qi, Dm, Segment Q;, Dm, Number gpm F; Fr inches Number gpm F; F; inches 1 30 0.53 0.53 3.05 11 330 44.72 195.58 6.37 2 60 1.91 2.44 3.62 12 360 52.53 248.11 6.58 3 90 4.04 6.48 4.09 13 390 60.91 309.02 6.77 4 120 6.88 13.36 4.48 14 420 69.86 378.88 6.96 5 150 10.40 23.76 4.83 15 450 79.37 458.25 7.14 6 180 14.57 38.33 5.14 16 480 89.44 547.69 7.31 7 210 19.38 57.71 5.42 17 510 100.05 647.74 7.48 8 240 24.81 82.52 5.68 18 540 111.21 758.96 7.63 9 270 30.85 113.37 5.93 19 570 122.91 881.87 7.79 10 300 37.49 150.86 6.16 Inlet 600 135.15 1017.01 7.94 Remember that Q; in Column(2) is based on 15 gpm per lateral and that each segment has two laterals. Thus, manifold segments: 1-2 are 4 inch segments 3-9 are 6 inch segments 10-19 are 8 inch segments Step 6. Determine Dose Volume The crown of the manifold is to be located below the lateral inverts. The manifold and delivery lines drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total pipe volume. Minimum Dose Volume =Area 1 'Y2 inch lateral x lateral length x No. of Laterals x (5 to 10) = ir(0.052)2 x 65 ft.x 40 x (5 to 10) x 7.48 gal/cf 1190 to 2387 gallons Dose leaching field as frequently as possible. e.g., use 1200 gal/dose Doses per day= 8,400ga1/day =7doses/day 1,200gal/dose Must add volume draining back to pump chamber from manifold and delivery pipe to volume in chamber. 4 inch manifold =-10 ft 7r(0.17)2 =0.087sf x 1 Oft = 0.87cf 6 inch manifold = 35 ft7r(0.25)2 = 0.19sf x 35ft = 6.8cf 8 inch manifold= 55 ft 7r (0.333)2= 0.35 sf x 55 ft= 19.2 cf 200 ft of 1 1/5 in delivery pipe=200 x 71 (0.0625)2=2.4 cf 0.87cf +, 6.8cf + 19.2 cf+2.4 cf= 29.3 cf Page 20 of 29 \ I Pressure Distribution Design Guidance 29.3 cf x 7.48 gal/cf=220 gal draining back to pump chamber Minimum pump volume =dose volume + drain back volume = 1200 gal + 220 gal = 1440 gal Step 7 Calculate Minimum Discharge Rate Minimum Discharge Rate= 15 gpm/lateral x 40 laterals= 600 gpm Step 8 Calculate Total Friction Loss Ld=200 ft Ch= 150 (delivery pipe is plastic) Dd = 1 `/z inch Qm = 600 gpm 2 63 1 85 Delivery Loss (200 ft of 8 inch) =Ld(3.55Q,, / ChDd ) = 200 (3.55 x 600/ 150 x 82.63)1.85- 1.09 ft Network Losses = 1.31 hd= 1.31 x 2.5 3.28 ft Total Losses = 3.28 ft+ 1.09 ft=4.37 ft (round up and use 5 ft) (Losses due to tees, valves, bends, etc., must also be added to total losses.) Step 9. .Select the Pump Unit(s) In this instance, two alternating pumps will be used. Total Pumping Head= Static Head+Friction Losses If the pump shut-off level in the pump chamber is 5 ft below the lateral inverts,the total pumping head is: 5 ft+ 5 ft (friction losses from Step 8) or 10 ft Using head-discharge curves provided by the manufacturer, select a pump able to discharge at least 600 gpm against 10 ft of head. Step 10. Size the Pump Chamber There will be two alternating pumps, a reserve volume equal to one day's average flow is necessary in case of electrical outages. Therefore, a volume of 1,440 gallons (dose volume+ drain back volume) + 8,400 gallons (average daily flow) or 9,840 gallons must be provided between the pump off switch and the pump chamber invert. The high water alarm switch is located just above the pump on switch, the backup (lag)pump on switch is located just above the high water alarm switch. Page 21 of 29 Pressure Distribution Design Guidance APPENDIX B 10 Perforation Diameter,. 1/4 •in. (6.4 M MJ 9 6 7 1" to 1 1/4- e 6 1 1/2' CL C 2v a 4 a 3 a 2 1 / 4". O 10 20 30 40 50 60 70 80 90 100 110 120 130 140 15'0 Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch = 150) Versus Perforation• Spacing and. Lateral Length for- 1/4 in. Diameter Perforations (Otis, 1981) 10 Perforation Diameter the•in (7.9 mm.) 9 a 7 1y 1 1/4" is 6 1 1/2' 5 2u 0 4 3p 3 2 1 • 6 0 10 20 30 40 SO 60 70 30 .. 90% 100: 110 120 130-140 150 Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch. = 150). Ve.rsus Perforation Spacing and Lateral Length,for 5/16' in. Diameter Perforations (Otis, 1981 ) FIGURE 8a & 8b: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length. (Figure 8a can be used for ' 1/8 inch diameter perforations) . Page 22 of 29 Pressure Distribution Design Guidance 10 Perforation ;Diameter- 3/8 -in. (9.5 mm.) 9 . 8 Q 11/41 . u� .5 2" C 0 4 � 3 `0 3 2 4' . 1 Cw 6 0 .. 0 10 20 . 30 40 •50 60 70 80 90 100 110 120 130 140 150 Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch 150), Versus Perforation Spacing and Lateral Length for 3/8 in. Diameter Perforations (Otis, 1981 ) 10 Perforation. Diameter: .7/16-in. (11.1 rnmj, 6 j 7 1 1/4 � 1 u 6 2` ( 5 3' C 0 4 '. 3 .. 0 4 2 1 6. 0 0-.. 10.....20. .30 40 50• 60 .-70 80 -90' 100 110 120 .130 140.-150--..- Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch s 150) Versus Perforation Spacing and Lateral .Length for 7/16 in. Diameter Perforations (Otis, 1981)' FIGURE 8c & 8d: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 23 of 29 Pressure Distribution Design Guidance 1.0 Perforation Diameter, 1/2 -1n. (12.7 rnrn.) 9. 8 7 1 11/4 V . c - N� 5 3" e a 4 3 . 4 4 2 1 6 O O 10 20 30 40 50 60 70 80 90 100. 110 120 130 140 1a0 Lateral Length . (ft.)• Minimum Lateral Diameter for Plastic Pipe (Ch = 150) Versus Perforation SPacing'and Lateral Length for 1/2 in, Diameter Perforations (Otis, '1981) 1G Perforation Olarnater= 9/18-166 (144 mrn.) . 9 8 .q . 7 Ca. g 2• 0. 5 3• 0 4 a . 3 4~ . 1 6' 0 O 10 �20 30 40 50 60 70 80 90 100 110 120 130 140 150 Lateral Length (.ft.) Minimum Lateral Nameter-for Plastic Pipe (Ch 150.) Versus Perforation Spacing and...Lateral.; Length..for 9/16--in. Diameter 'Perfo rat Tons, (Otis,, 1981) FIGURE 8e & 8f: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 24 of 29 Pressure Distributim Design Guidance 10 Perforation Diameter: 5/8-in. (15,S mm.) 9 o� f c a 8 Z; e 3 o a s a' L iL 2 1 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 Lateral Length (tt..) Minimum Lateral Diameter for Plastic Pipe {Ch 150) Versus Perforation Spacing and Lateral Length for 5/8 in. Diameter Perforations (Otis, 1981 ) FIGURE 8g: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length as Page 25 of 29 Pressure Distribution Design Guidance APPENDIX 'C Table 1 Perforation Discharge Rates in Gallons per Minute vs. Perforation Diameter and In-Line Pressure (adapted from Otis, 1981) Perforation Diameter (inches) In-Line 1/8 1/4 5/16 3/8 7/16 1/2 9/16 5/8 Pressure ft 9Pm 1.0 0.18 0.74 1.15 1.66 2.26 2.95 3.73 4.60 1.5 0.22 0.90 1.41 2.03 2.76 3.61 4.57 5.64 2.0 0.26 1.04 1.63 2.34 3.19 4.17 5.27 6.51 2.5 0.29 1.17 1.82 2.62 3.57 4.66 5.90 7.28 3.0 0.32 1.28 1.99 2.87 3.91 5.10 6.46 7.97 3.5 0.34 1.38 2.15 3.10 4.22 5.51 6.98 8.61 4.0 0.37 1.47 2.30 3.31 4.51 5.89 7.46 9.21 4.5 0.39 1.56 2.44 3.52 4.79 6.25 7.91 9.77 5.0 0.41 1.65 2.57 3.71 5.04 6.59 8.34 10.29 NOTE: Figures for 1/8 inch perforation diameters compiled by P. Spath, B. Dudley, (2001) Page 26 of 29 Pressure Distribution Design Guidance Table 2 Maximum Manifold Length(ft) For Various Manifold Diameters Given the Lateral Discharge Rate and Lateral Spacing (from: Otis, 1981) Lateral Manifold . Manifold Manifold Manifold Manifold Manifold Discharge Rate Diameter= 1'/4" Diameter 1 %" Diameter=.2" Diameter=3" Diameter=4" Diameter=5" rEnd Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Manifol ft (fit) ft ft ft ft Center 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 Manifold 10 / 5 4 8 6 8 10 10 8 12 16 20 12 16 24 24 30 26 40 48 5670 42 64 84 96 110 84 134 174 200 240 20 / 10 4 4 6 4 4 6 8 10 6 8 12 1.6 20 1624 30 32 40 26 40 54 64 70 54 84 106 128 150 30 / 15 2 2 4 6 4 8 6 8 10 12 16 24 24 30 20 26 36 48 60 42 64 84 96 110 40 / 20 4 4 6 8 10 10 1218 16 20 16 24 30 32 40 34 52 66 80 90 50 / 25 2 4 6 8 8 12 12 16 20 14 20 24 32 40 30 44 60 72 80 60 / 30 2 4 8 12 18 16 20 12 16 24 24 30 26 40 48 64 70 70 / 35 2 6 8 12 8 10 10 16.18 24 30 24 36 48 56 60 80 / 40 2 6 8 6 8 10 10 12 18 16 20 22 32 42 46 60 90 / 45 2 4 8 6 8 10 8 12 18 16 20. 20 28 42 46 50 100 / 50 4 4 6 8 10 8 12 12 16 20 18 28 36 40 50 110 / 55 4 4 6 8 10 8 12 12 16 20 16 24 36 40 40 120 / 60 4 4 6 8 10 6 8 12 16 10 16 24 30 32 40 130 / 65 4 4 6 8 10 6 8 12 16 10 14 24 30 32 40 140 / 70 2 4 6 8 6 8 12 8 10 14 20 24 32 40 150 / 75 2 4 6 6 8 12 8, 10 14 20 24 32 30 160 / 80 2 4 6 6 8 6 .8 10 12 20 24 32 30 170 / 85 2 4 6 4 8 6 8 10 12 20 24 24 30 180 / 90 2 4 4 8 6 8 10 12 16 24 24 30 190 / 95 2 4 4 8 6 8 10 12 16 18 24 30 200 / ]00 2 4 4 4 6 8 10 10 16 18 24 30 Page 27 of 29 Pressure Distribution Design Guidance APPENDIX D soo • •7aa 600 t 500 150 140 130 400 12a d0 • 300 t00. 00 1 i eo 200 TO r 60 o N 20 v q i C E o.. 0 100 a .� Aa "e 40 • . � 3 a . a 5 90 q 20 J 4 r x 3 J 30 30 2 6a 50 B !0 1 30 40 2a ao 70 30 60 AO 1aa • 1a 150 20 . • . goo 0 250. Nomograph for Determining the Total Pipe Volume Given the Diameter, 101, Length and Number of.Laterals (Manifolds.) (Otis, 1981) Page 27 of 27 Pressure Distribution Design Guidance Page 29 of 29 ,per �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner GUIDELINES FOR DESIGN AND INSTALLATION OF IMPERVIOUS BARRIERS AND SLOPE STABILIZATION FOR TITLE 5 SYSTEMS Effective date: March 1, 2002 Policy/SOP/Guideline#: BRP/DWM/WPeP/G02-1 Program Applicability: BRP,Watershed Permitting, Title 5 Approved by [signed] Regulation Reference: 310 CMR 15.211(1)4. Cynthia Giles, 310 CMR 15.255 Assistant Commissioner,BRP Supersedes Policy/SOP/Guideline: NONE PURPOSE: These guidelines supplement Title 5, 310 CMR 15.255, which addresses systems constructed in fill. Specifically, this guidance contains design and installation criteria for impervious barriers, and slope stabilization when either is required by 310 CMR 15.255 in conjunction with a system constructed in fill. Additionally, this guidance supplements 310 CMR 15.211(l)[4], which requires slope stabilization for certain soil absorption systems adjacent to naturally occurring downhill slopes. APPLICABILITY: This document is a guide for Massachusetts Registered Professional Engineers (PE) and Massachusetts Registered Sanitarians (RS) who design Title 5 systems using impervious barriers, and for PE's that design impervious barriers using retaining walls, or structural barriers such as concrete retaining walls, and for boards of health and DEP staff who review applications for Title 5 systems and who observe and inspect the installation of Title 5 systems. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep Z10 Printed on Recycled Paper Guidelines for the Design and Installation of Impervious Barriers INTRODUCTION: Title 5, 310 CMR 15.255, addresses the construction of systems in fill. An impervious barrier is required for systems constructed in fill when the designer can not provide the minimum 15 foot horizontal distance between the edge of the top of the two inch layer of washed stone (peastone) cover over the soil absorption system, and the top of the sideslope. For a system constructed in fill, 310 CMR 15.255 requires slope stabilization, such as a concrete retaining wall, when the sideslopes to a soil absorption system are steeper than 3:1 (horizontal: vertical). Section 310 CMR 15.211(1)[4] requires slope stabilization when systems are located in an area adjacent to a naturally occurring downhill slope steeper than 3:1. When a naturally occurring downhill slope adjacent to a system is steeper than 3:1, Title 5 requires stabilization in accordance with accepted engineering practice which may include installation of a concrete retaining wall designed in accordance with 310 CMR 15.255(2)(a)through(f), TEXT: Impervious Barriers: Pursuant to 310 CMR 15.255(2), an impervious barrier is required for a system constructed in fill when the designer can not provide a minimum distance of 15 feet between the edge of soil absorption system and the top of the side slope. Impervious barriers must also be incorporated into the design when a minimum 15-foot horizontal distance cannot be provided between the edge of the soil absorption system and an adjacent naturally occurring downhill slope. (see Figure 1) Less than 15' Finished Grade Top Elevation of SAS O O O Soil Absorption System Impervious Barrier Vl 3:1 slope > Fill or Naturally Occurring Pervious Material 1'minimum" Naturally Occurn ng 10'minimum �' fl Pervious Material minimum ,. Iper+tiQuayer � .- Figure 1: Impervious Barrier Page 2 of 5 Guidelines for the Design and Installation of Impervious Barriers Swales or grading shall be incorporated into the design to prevent ponding by directing storm water away from the system. The grading shall be designed so that the stormwater is not diverted onto abutting properties in accordance with 310 CMR 15.255 (2). Any impervious barrier may be designed by a Massachusetts Registered Professional Engineer. When the system has a design flow of less than 2,000 gallons per day, a Massachusetts Registered Sanitarian can design impervious barriers that do not include a retaining wall that provides any structural support for the slope. Impervious barriers shall have the following design characteristics: 1. A top elevation that is at least as high as the top of the two-inch layer of peastone covering the pipes in the soil absorption system, or at least as high as the top of the chambers when leaching chambers are used. 2. The bottom of the impervious barrier shall extend to a minimum depth of at least one foot below the existing natural ground elevation. 3. There shall be at least a 10-foot horizontal distance between the bottom of the impervious barrier and the edge of the adjacent finished side slope. 4. In remedial situations where there is less than four feet of vertical distance between the bottom of the soil absorption system and ledge or other impervious strata, (consistent with the requirements for the granting of a variance specified in 310 CMR 15.415), the bottom of the impervious barrier should be at least six inches above the impervious strata to avoid impounding the treated effluent. Clay barriers shall be: 1. constructed of compacted clay(conforming to NRCS classifications for clay, with a hydraulic conductivity no higher than 10-7 cm/sec); 2. at least two feet in width; and 3. covered with at least six inches of cover material (soil) and stabilized (e.g.,vegetated)to prevent erosion of clay due to weather conditions. Plastic membrane barriers shall be: 1. of sufficient tensile strength to withstand perforation, including cracking, tearing and breaking; 2. at least 40 mils in thickness, and have significant durability and resistance to the temperature and moisture conditions expected in the subsurface environment; and 3. installed without holes or gaps and so that perforations do not develop after installation. Additionally, as specified in 310 CMR 15.255(2): Materials for impervious barriers shall: 1. have no weep holes; 2. have a waterproof surface on at least the upgradient side, consisting of a durable waterproof lining or applied waterproof coating; 3. be anchored or reinforced as necessary to maintain structural integrity; and 4. not allow seepage or deteriorate over time. Page 3 of 5 Guidelines for the Design and Installation of Impervious Barriers Impervious Barrier with Retaining Wall: An impervious barrier, as an integral part of a retaining wall, is required when both the horizontal distance between the edges of the two inch layer of washed peastone and the adjacent side slope can not be met and the side slope is steeper than 3:1 (310 CMR 15. 255(2)) . The criteria listed in this guidance for impervious barriers shall also apply to impervious barriers using retaining walls. The following conditions also apply to retaining walls used only for structural purposes: 1. Materials used shall be structurally sound, non-degradable and waterproof. The structure shall have no weep holes when used as an impervious barrier. 2. It shall be designed by a Massachusetts Registered Professional Q v Engineer, consistent with the provisions in 310 CMR 15.255(2)(a). cl y i ("`17The'horizontal distance from the edge of the SAS to-the retaining (__wall shall — ��un Lbe,measured'from the SAS to the closest edge of the.footing_if a_footmg is used �,A 4. In accordance with 310 CMR 15.255(2)(c), a Massachusetts Registered �s Professional Engineer shall design and inspect the installation and ��b construction of the impervious barrier using a retaining wall or a retaining wall, and shall certify, in writing, that the structure has been constructed according to the approved design. The written certification shall be submitted to the approving authority prior to the issuance of the Certificate of Compliance. 15'minimum' Finished Grade ......................................................................................................................................... Top Elevation of SAS 10 O 0 Slope w/out Soil Absorption System retaining wall -►' Fill (steeper than 3:1) Naturally Occurring Pervious Material Finished-'.'-*-'-' :::::. .:.:.:. I.•. . : : : : : : . . . . . Grade Footing ::: :::::::: : : ::: ::: : ::: : ::::: ::::: :: ''impervious barrier necessary if less than 15' Figure 2: Typical Retaining Wall without Impervious Barrier Page 4 of 5 II i Guidelines for the Design and Installation of Impervious Barriers Construction Construction of any impervious barrier, impervious barrier and retaining wall, or retaining wall alone, shall follow accepted engineering practice. They shall not be constructed during weather conditions that may prevent the proper installation of the structure. Extreme temperatures may affect newly poured concrete, for example, and may cause a membrane liner material to become overly inflexible, brittle or weak. Wet conditions may prevent the application of waterproof coatings or the ability to properly compact clays. Structures shall not be backfilled without inspection by the designer and the approving authority. The owner shall not modify the impervious barrier, or retaining structures without approval of the designer and without receiving appropriate approvals pp g from the Board of Health or DEP (when DEP approval is required). Engineers, Registered Sanitarians and system installers should review and be fully aware of state and local building codes that contain requirements applicable to retaining walls and other structures used for slope stabilization. In accordance with 310 CMR 15.255(2)(c), an as-built plan shall be prepared and the designer shall certify that the impervious barrier, and/or retaining structure has been constructed in accordance with the approved plan. These plans must be submitted to the approving authority. imp.barr.doc Page 5 of 5 Town of Barnstable pf'I� Barnstable Board of Health RAIMSTABM MASS. ,g 200 Main Street, Hyannis MA 02601 'O�fp A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING MINUTES Tuesday, March 12, 2013 at 3:00 PM Town Hall, Hearing Room, 2ND Floor 367 Main Street, Hyannis, MA I. Variance — Septic (Cont.): Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner - ��.�� 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet C parcel, requesting multiple variances (continued from February 2013). (Ok 11. Septic Variance — New: (1r �QC ��iu �. Darren Meyer representing Margaret Savery, owner— 16 Route 130, N� t �" W Cotuit, Map/ Parcel 010-009, 2.52 acre parcel, multiple variances, failed Vo'll� septic. \v"'A � �Y,A) Mr. Meyers presented 4 green cards, abutters notified (Exhibit 1) Liu Ground water flow is below 11 feet. The book shows it is about 30 feet. Mr. McKean said the staff had no issues with the plan. It is a repair of a failed system and is maximum feasible Dr. Miller suggested a water test be done as protection —this is not a requirement. Darren Meyer noted that Upon a motion duly made by Junichi Sawayanagi, seconded by Dr. Canniff, the Board voted to grant the variances listed on plan dated 2/25/13 with the following conditions: (1) record a 3 bedroom deed restriction at the Barnstable County Registry of Deeds, and (2) submit an official copy of the deed restriction to the Public Health Division. (Unanimously, voted in favor.) B. Arlene Wilson representing Robin and Marcia Brown, Trustees — 250 Smoke Valley Road, Osterville, Map/Parcel 097-002, 5.8 acre parcel, multiple variances, house addition, failed septic. Arlene Wilson presented the plan. She specified that even though the plan has a variance listed, she does not believe it is necessary. She handed out the definition Page 1 of 5 BOH 3/12/13 of a coastal bank from the State (Exhibit 2), which stated that a coastal bank means the seaward face. Mr. McKean said the staff was notified by the Conservation Commission that the property needed a coastal bank variance. There are currently two buildings: the main house (3 bedroom, and a building referred as a Boat House (with a 1 bedroom —living quarters). The applicant is interested in building a third structure referred to as the guest house. It is proposed that each of the three buildings will have three bedrooms for a total of 9 bedrooms. This is consistent with the plan submitted earlier (August 2012). Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to obtain clarification from DEP as to whether a coastal bank variance applies as the side of the slope is seaward and would not cause the system to become more exposed. If the DEP determines a coastal bank variance is not required, then the previous determination (August 2012) would stand as granted. If the DEP believes a coastal variance is required, the applicant must come back to the Board for a re-vote. (Unanimously, voted in favor.) III. Food Variance (New): A. Ming Gu, assuming lease at Hot Diggity Dog, 569 Main St, Unit D-11, Hyannis. grease trap variance. Bill McKenzie, Commercial Real Estate Broker, was present along with the owner, Ming Gu and son Fang Tao. Bill McKenzie asked the Board to reconsider the prior vote on this property. The new owners had wanted a new lease. It was not given. They have assumed the lease from the prior owner. The owner has put all of her savings into the purchase and they do not understand why they would be asked to install the grease trap creating such a hardship. The property is estimated to have 30 seats inside and out. With the change in authority at DPW, they attitude has changed in regards to the issuance of the grease trap variances on town sewer. Dr. Miller and Dr. Canniff stated that the Board had gone against the wishes of the DPW on the last approval and had approved very specific situation for the prior tenant. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to grant the variance of the grease trap. (Unanimously, voted NOT in favor— the variance was denied.) B. Terri Perry, owner, Cafe Crumb, 846 Main Street, Osterville, proposing additional pre-made items to menu and use of a heating element. Dr. Miller asked what is under the sink right now. It is just a grease trap. Page 2 of 5 BOH 3/12/13 I Terri Perry was present. She explained that nothing is going down the drain. The soup kettle is just wiped out. The coffee grinds are wiped out of the coffee maker, as well. She said she is following the requirements specifying no foods are put down the drain. She does have a three-bay sink, and hot water and soap is used after the food is wiped out. Dr. Miller agrees with Mr. Sawayanagi that there.is still grease going down the drain. Mr. Sawayanagi believes the three-bay sink is only large enough to wash glasses. It is not suitable for washing pots and pans. The Board believes a minimum of a grease recovery device is necessary to handle the presented menu. Terri Perry Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to grant the addition of the listed items on her list (Exhibit 3) . (Unanimously voted to NOT GRANT the additional menu items) >>If she is interested in bringing in other menu items, not listed today, or if she is interested in installing a grease recovery device and applying for a variance for that, she would need to come back to the board. IV. Food — Temporary Food Event: Lachlan Youngs for Baybridge event "Community Gathering" on Town Green, 376 Main Street, Hyannis, on Saturday, April 13, 2013, with one vendor, Common Grounds, serving vegetarian stew and baked goods. The Board requested that the Health Division receive the servsafe of the person who attends (if different from the submitted servsafe), along with an allergy certificate for that person. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to grant the temporary food event. (Unanimously, voted in favor.) V. Old / New Business: A. Approval of the Minutes February 12, 2013. B. Correspondence — Stewart Creek Project — Jeanne Walsh Fisher C. Correspondence — Craigville Cottage Owners Association, gas leak unresolved by National Grid. The Board received acknowledgement from the Association that the matter has been resolved and National Grid replaced over 700 feet of pipe. Page 3 of 5 BOH 3/12/13 D. Correspondence —Asim Jamal proposing different kinds of Middle Eastern Herbal Teas and Middle Eastern Hydro Herbal Hookah. David Wood, Puff the Magic Dragon, spoke of how he worked with the Board at the time the original tobacco regulation went in. Mr. Wood said they had introduced a hookah pipe to his establishment, then decided against it. He was not comfortable with the sharing of the pipe and the possible sharing of illness. Two concerns: if someone starts using tobacco in the hookah pipe, how could this be enforced? And Second, concern is how it would reflect his business as of 18 year olds possibly hurting the reputation of his smoking bar. Dr. Miller said he researched the internet, etc, and he wants to run it passed the Legal Dept. Dr. Miller believes our local regulation is specifies smoking using a pipe is regulated under our tobacco regulation. State's definition is any inhaling of a combustible material. Dr. Miller said that he will have Someone from Legal will be back in touch will Asim Jamal DR. CANNIFF asked me to verify if this applicant paid $50 for Tobacco (free) Permit. Apparently, ew may have given him the std tobacco permit application. (Dr. Canniff wondered why we'd be passing him along to Legal if we have not even received an application. E. General Law— Meeting Minutes, Records. No additional comments made. F. Discussion — Liquid level in leaching pit. There is confusion as to how to measure the liquid level. Mr. McKean said the staff is going to work on a wording possible specifying the number of inches remaining between the liquid and the top of the invert. Any change in regulation would require proper notice in the newspaper. G. Proposal to include boats in the mobile food guidelines. Mr. McKean said he is still hoping to receive some feedback from Legal before addressing this. Therefore, he suggested postponing one more month. H. Status Report— Craigville Motel, 8 Shootflying Hill Road, Centerville As of 2/25/13, the Health Inspector submitted the list received in the Board's package of the status of items at the motel. (Exhibit ). ADDITIONAL: Page 4 of 5 BOH 3/12/13 Change the Board Meeting from June 11 to June 18, 2013. Motion to Adjourn 5:15pm. Page 5 of 5 BOH 3/12/13 TYPICAL SYSTM ROW TARN win ro eeB,e <mae aN.a.:meae BARTER NYE dad z „ TM ENGINEERING& °r mm.mn swae�B� SURVEYING wwY mo T m x em '- Ragalered Pwtauiond Enginem ✓ :me•min a..a wean s a[en�+wA' - arM LanE Surwlas ~� n Natlt street-]N Floor- ,L 1°-' m°� nax n®c my ae:n aunv NBmni;Maman6umllS 0260, PBane (5w)M )501 „ad 1�'win u'a:.m�i� ••••e .una ,•• •9 a a.w�nm�u I wx ss .v.m,_:n mac P-- (soe)771-76zz `4 mu»gn m�mam >la T.NP Da,aP sae ro.ma,w�< m.w_ > aRawx.a r,Aar mWaBroema�. maNmnmaa� e„< IS ro to>.a r°c vas[or mM- mvt.,W n•eea 5md,o a Pw.av .♦ mwc,s a.t...a°•ooz.auA.:a e�xo, ry s/.•-,-,/�' 3awx-a�-.'w. c a o s o i T n x) „e ma....onm,..m_n ,.arn m a,u w..oTRnex,.c®NDa. • r''�a i/e•i/r ac ro nP awn ♦ :mgc mEo u,oc i 3W T YIASnm FRE M . .N.sN.sam'acvaEawRwa 'a� .msm � NE N s u r..N T _ D.- �` 1 '� awns am,:a..nmroam.ao"aa NOTroswE NmroscuE °PEPnRED EOR. 1 :x mamma xo x'A IAN- eMSER , ��lA1UBP LFNG�)91"mµ NIT NiDD "r` �� -=- a w owes P,AN v,ew-Nser<ve sas Craig P.Zajac c § N0T 1O—LE5 Doeskin Place >, FreMngham,MA.,01701 ,•aeror,:mw�a�Naw.aa,m.,:oaaa.n, ,n�a.PrM:Wrsaa., a 4 gaaw. a maDm amain.n as aE®.a w»wN�B.D am Dam w '�CK —� aKB.aa.nMEaaeRBAaoaua �aam,.m Ba e,n aB ma,m�inn Bnma�a>K na a \ v ki . n.x.mxuor enIXw: Na osnrz ro w:.ac...moO4wm w cc joPPOP POUNDATI v M B.,v a musau•vm m a w,mAamE,m aT.a N.na�.o: L 1 S <13.0 ,Dann m r° nNmaaBB ro mwE reuen`.a°`.'a�mm w��c «�Rm M:MO°aamu'".. m o2 •,° o 1 \JJ J E 1S. 1 •y(v'p� 1 Tux O e ..E E E.•x�T _ a� uvn os.wrrG�' C J o OD �,wTMaew emereoa ���1 r-�T/TAG✓I T N O or � a _ e � v d enBocRr io,wNc _T 1PIFR EAW6Y ^„ Y _ � P - f ✓(r�S � ��U MSLaRW: B vBieEDaoor. ��7�`�� � _,a 5 t S W Pm a�s ewe axmr nw x:wm,sss.,xoc r�nc ma.ewuaraR au:mwaN,ma»m Br THE ""c aouafm,n s SSS - 'OEPNOWNf a omA w,ENul wrorecroN xm n«T ns.sac Nmlrss ws xRiOa®e!,¢ "e e 3 '_ emi`r+m: y _ -- ..� •,\ Ro ,so/a).a=o/SE .ins ss.wN. msmar,nm nc�aai tto TR+rmc.w,<xx,¢um usRml¢DESrn®w},o uw,so,)e.mea , @ .•u E,rca 'r lv. i... '9Smt a:D.a11Q a11E 5 0 m S f •y�Ysy¢al,an-c"e gyiwp°''�-- = y _ J^^�� ' . �11„gR�pp{ry15t[pR nMY B.E R R,Y,S E�•E Sf MRD®, y B5O1LEK M wIO1B5 0NP'Pw.dE rB WN.E1�E:.anaM,poRfs wRAs 5 N E E T TITLE ^ EXHIBIT-Conventional t _. ..�,— :: _..r- i TOBu RrEcmE,E•awB NEA- 1s,.0 ff TEsr PR, ,EST Prt z rEsr Prt 3 rtsr PR. Septic System -ALT#2 '- _ ' SMS,RTaSCN°M.1 ISI_ff.D. /ff ,1a2 a5E.e, Y.•IDWr SYO SE=Se SE.Ss „� _ mw>n:IaY1'Bao• LB:IMn sNa SHEET ).aSRt,18 RF,.IDR , , 1 1 II Pam.:W- ram B:nNNn B:,Bm B.auYaw 2.0 - EB„Da<a.. „K.)�'_ � ,K Br ,� DATE: H J' T�i I 'I �' IOrK 6TEC i IIe 1YC IefA. .BA)ff . a c C '. 515Ie1 OE40N W WYD'.,.95)ff.a)1 CPD/Sr-,IBA!PO mR V.: nM>A:w NN>'.: •i3O 0 10 20 1 ...,ry-x— .1 SFPRC➢W(AZW`„B BPO.21N6.2 auxt BC ILM ro• 1n I PEST ` _ f- '+ • tE.Y { -"%'�'><-- o Q ,) a�(nkV,.Q nwx,o eioN er cx[ xeo ar. /. _ \, IDf AWL BE OQD RfS11bCIFD ro 1 BfDR00N �w IwVw TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers.and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: March 25,2013 TO: Dave Stanton Total No.Pages: Barnstable Health Department BN Job No.: 2012-010 200 Main Street Subject:. 280 Long Beach Road Hyannis,MA 02601 Centerville Phone: cc: We are sending you ®Attached ❑Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up E Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations n Other DATE COPIES NO. PAGES DESCRIPTION 3-22-13 1 3 1 Plan Sheets C3.0,C4.0,EXH 2.0 These items are transmitted as checked below: E For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑ As Required Remarks: Please call with any-questions or comments as necessary. Thank you. Matthew W. Eddy, P.E. Managing Partner MWE/kb 0:\2012\2012-010WDMIN\TRANSMiTTALS\2012-010 T6 DS Site Plan Sheet C3.0,C4.0, EXH 2.0 3-25-13.doc \\�J Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. -1,:\document templates/transmittal template 6. ZONING TABLE BAXTER NYE W 20NINC p51RICT(5):(CBD)dUICNUE eEAa OIS1Pott PROPOg0 rtn aN f fAunr 0 % DxERLAr D6DOG,S PRDP,.L nDa-,.282 5f ENGINEERING& RPao.AP.zW SnLTWATEA ESTUARIEc PROP me noa-1,oas sf - _ _ SURVEYING (Lsfis)Lac eEncN slar BEng nLLOWID USe RESIDENTLLL - .• •. - Regie(ree Prake8im01 ER9WI— E%tSr use vlmMrm ` ... roru vARCE>_NtEn:).osD:sr. canalWs uvLnND AREn ._..: 78 Lone sN..eyRls rq. . I 0 ow.D FRONDED _ • t...L -��• Yaa0t-3,t FI— LOT nREA: 67.120 SF ).090 H 5 mONTACE t25 FT 50 FT ^ '�� •.._. PDme-(508)T)1-)502 BNIDING SETBACKY - :1" - - �DV(508)771-7622 mar sErendc 20 n m.e m ,,, i of EnR SETRna 15 5 FT M1'.. _ NEW CORRIDOR EnlLEA SIDE 0 FT 20 FT „ T A M P YnK B1f10.HFIaT(STORIES): 2 STORIES 2 STORIES ' nIL BULLDUI0 17 IF I-IT (SIPUCNRES):500 SF a 6W 0<LOT S,OW SF 1,6>S 4 1,Jtt SF 7,090-s.oDD-20o(—aoe)a YAK LOT WN]i/:OE(IYPERNWs ARG): J,200 SE l,7ri)ST EOf BUT NO YORE TNAI1 J,200 w -------- - •REWES—SPE..PERMIT - x 5 u L T A N i ^ElOSTWG CpIFORMING ` ` ". '��•\ NB ULTANT 4 ------- IREPARED FIR t�l Craig P.Zajac -_ 5 Doeskin Place Framingham,MA.,01701 1. t _ 5 DECK £ D D t. PFOPos oNO,1AoT4 oN ;P„Y tm n o m. ell u \ r I sNEET TITLE Lao and Dimension u¢NSE/vmYlr wsTalr. 1, ,,,. I� Plan OP.W.Uc N885(Wb0!5dtl aEF. PEI—(I—,R—p R FR—) ■w=/%�EET NO WotY�aA Applteaven rW-e}I)BJ(mm�esLY Dai llcenaa) '.': - " ,.. \ eN v`/O E:00 3 2012 � ��+•St!,� ,�. ._ eft l I . TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors - 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: February 28,2013 TO: Dave Stanton Total No. Barnstable Health Department Pages: B N Job No.: 2012-010 200 Main Street S u b j e c t: 280 Long Beach Road Hyannis,MA 02601 Centerville Phone: cc: We are sending you ®Attached ❑Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ® Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑ Estimates/Proposal ❑ Change Order❑Shop Drawings (�Reports/Calculations n Other DATE COPIES NO. PAGES DESCRIPTION 8-30-12 1 1 1 Plan Sheet C2.0 These items are transmitted as checked below: For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑As Required LLP. �- 9 Raemarlg:' ease call with any questions or comments as necessary. Thank you. I ct: 1 c 4= atthewN. Eddy Ppp. Mpna Lng Partne ,yl trjU llo 1 /� - I MWE/kb ° Jl G"1 r 0:\2012\2012-0101ADMIMTRANSMITTALS\2012-010 T5 DS Site Plan Sheet C2.0 2-28-13.doc �� Note: This transmittal contains privileged information.Please contact the sender immediately, if this transmittal is illegible, incomplete or not intended for your use. Thank you. I:\document templates/transmittal template TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: February 12,2013 TO: Thomas McKean Total No.Pages: Barnstable Health Department BN Job No.: 2,012-010 200 Main Street Subject: 280 Long Beach Road Hyannis,MA 02601. Centerville Phone. cc: We are sending you ®Attached ❑Under Separate Cover- ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑.Pick up ®Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings n Reports/Calculations n Other DATE COPIES NO. PAGES DESCRIPTION 2-5-13 4 1 Exhibit—Conventional Septic System-Sheet EXH 1.0(24x36) 2-5-13 1 1 Septic System Plan and Profile-Sheet C3.0 24x36 These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ® For Review And Comment ❑ For Approval ❑As Required Remarks: Please call with any questions or comments as necessary. Thank.you. Matthew W. Eddy, P.E. Managing Partner MWE/kb: 0:\2012\2012-010WDMIN\TRANSMITTAL_S\2012-010 T4 TM Site plan Sheet Exh 1.0,C3.0 2-12-13.doc C w = tn Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank.you. I:\document templates/transmittal template 27 -MAP OF ' CHEQUAQUET BEACH N. CENTERV I LLE BA R NS.:TABLE CO. MASS. . .Scala Ioof�-./ineJy, .Evere�$ W Lewis OWner and Survtivyor ° r416 dimensions ix Ie Z and W ciMal n . 1 TOWN LANDJ N6 � ET cHEQ FAQ OR C E1V7-ER V/LLE _ra\ 40 w d q N 6 �IO� y ti J-0/1o�--_ ! , P • ° C RIV ER STR ET ---- ya oo Y.c qVwa S7-//SS eET - -__- ° 16 m 15 ° a 14 a 13 N 12 rJ I I N sN K z a 7 b °m oo. oa /oo. ssa Aoo so, ao /LOCI R E9T P EX THE E N/ON IWAT Eq i i I N E Y A R D S O U /V D 02 7- /y/ OOOKM$P!GE 152 03134 We, George L. DeMambro, Joseph A. DeMambro and Joanne M. Leonprd as we are successors Trustees of Jade Realty Trust, a written trust dated November 11, i 1974 and recorded with Barnstable Registry of Deeds in Book 3187, Page 213 of Boston, Suffolk County,Massachusetts. in consideration of Two Hundred and Fifteen Thousand ($215,000) Dollars grant to Stephen P. Spenlinhauer and Alicia Spenlinhauer, husband and wife, as Joint tenants, both of 133 Beach Street, Cohasset, Norfolk County, Massachusetts 4J R� with quttrlatm rmutmmto t y •A*wAva1xkx The land, together with the buildings and structures now or hereafter situated thereon, in that part of the Town of Barnstable, known as Centerville, bounded and described as follows: PARCEL I Being shown as Lot 11 on a,Plan recorded with Barnstable Deeds in Plan Book I 27, Plan No. 141, bounded and described as follows: NORTHERLY by River Street, now Long Beach Road, One hundred (100) feet; v ro EASTERLY by Lot 9 shown on said Plan, and land of the grantors, Two _ Hundred (200) feet; mSOUTHERLY by Vineyard Sound, also known as Nantucket Sound, as shown on said Plan, One Hundred (100) feet; and c 0 —' WESTERLY by Lot 12 on said Plan, Two Hundred (200) feet; N N Included in the above parcel, are the upland and flats adjoining Lot 11 on the south, between the sidelines thereof extended as far as the lines of C private ownership extend. u 0 PARCEL II i A certain parcel of land on the northerly side of River Street, now Long Beach Road, opposite Parcel I, above, bounded and described as follows: SOUTHERLY by River Street, now Long Beach Road, eighty (80) feet; WESTERLY by land now or formerly of El Louise W. Jamerson, by a line y at night angles to River Street, now Long Beach Road; NORTHERLY by the Chequaquet River, also known as the Centerville River; and EASTERLY by the westerly line of Lot 10 shown on a plan recorded i with Barnstable Deeds in Plan Book 27, Plan No. 141. Included in the above parcel are the fee and soil of River Street, now Long Beach Road, adjoining the above described premises, subject to the rights of others, and also the right to use River Street, now Long Beach Road, for all purposes for which ways are commonly used in Centerville, from the above described premises to the public ways. • I 5 i �uax3235p�cE iS3 PARCEL III A certain parcel of land situated easterly of Parcel I, above, abounded and described as follows: WESTERLY by Parcel I described above thirty (30) feet; NORTHERLY by remaining land of the Town of Barnstable, four (4) feet; j j EASTERLY by said land of the Town of Barnstable, thirty (30) feet; and SOUTHERLY by said land of the Town of Barnstable, four (4) feet. Said Parcel III is Shown on a Plan entitled "Town of Barnstable Plan showing a Parcel of Land in Centerville to be conveyed to Norman R. Curtis", dated February 1959 and made by Leslie F. Rogers, Reg. Land Surveyor, No. 3588. All of said Parcel's I, II, and III being the same premises conveyed to Jade Realty Trust by deed of Joseph A. DeMambro and Mar-guerita T. DeMambro, husband and wife as tenants'by the entirety, dated November 14, 1974, and recorded with Barnstable Registry of Deeds in Book 2132, Page 297, on December 20, 1974. P n i } M NWEAUN of MAs�,«fiUSEres T :1)5* L:NC;I;S 4 9U 20 ._ P4n m j y 804235IGE 154 Executed as a sealed instrument this 30th __--4ay of January 1981 George L. Deiambro, rustee of Jade Rea It -.z..�� 1) dtz � Tract and not individually !. oanne M.Leonard, Trustee of Jade Realty Trust and not individually >. cs. J ph DeMambro, Trustee of Jade Realty Trust and not individually �tF�OIUlUQA81C1f�t1>f �$ Suffolk, as. February 2, 1981 Then parsonally appeared the above named George L. DeMambro, Trustee and Joseph A. DeMambro, Trustee Land acknowledged the foregoing.instrument to be their free act and de Before file, VPublic--fA01N9QW�7WElfk917I 1 C3XR94R11idDSb. xW I JOHN B. CURRAN P NOTARY PUBLIC i My EOM MM Evins MOVFJY M 10,IM i RECCR ED FEB 281 i , 2- / = 3.Iy � x r Ic �t��� 2 ' 1 TI2r��TS.,;NO:: C UP � r e V' CITY/TOWN. APPLICANT; Cv-6.t P. 'D'DRESSi DESIGN I'Llow-li j10 _gPd - ,DATE: G f REVIEWED BY; N/A OK _�tw.a= Lei bouridaiies,denoted: 310 CIvIR`T5.220O .a : tf : Street;Lot;;tax parcel rntmber and lot umber noted:on pavan(3.10 CVM I5 220(4 (tii Locus Prouided 3.10 CIR 15:2204 t) 6✓ Plaui propei>scale? (1" �10' for plot plazls, l"-20.' or fewer,:for tf' com"onents). 310-C1VIR:.15 220�4- _ .._ Easements.<shotivri; 31-0-C y 15:220(�l).(b)):.' System located-totally on lot served [310 CIVIlZ 15�105(a)(a) for u tides -.:i-not,..a vn1 tree rs re iri�e.d 31 O;CNtR 1S 412:- Location of;'nnperv�ous surfaces;(diweways; parking ai ea etc) 3-10 ClUIIt_15 220(,� d); Location all:buildings existing and proposed'3':10 CNIR - Location anmofyse ompents.and reserved m areas: 310`CI�IR,15 220.(4)(.e), System Caaculations 310 CN1R:15..220(�1)( dail• .flow [ ' se tic:.tank*a*.: (re utred and' rovi d`: _. soil absor ton s stem re aired and rovided whether system signed for garbage i idec North arrow 31:0:CIVIR 15..220 Ekistm ..a it f n :osed',c000brs 310 CMR 1.5.220(4)O - Location:and lo:g of deep observation.holes (eYisting.,grade,el. on eae# test 310 CNIR 1�5220(�: : .. Names of soil evaluator and BOH representative,j310 Civ1R 15:2.200)(h) and (i)) Location and date:,of percolation tests:(performed atmmer. el"evation2) .3.10 CT.'fR 1.5 220(4) i Percoladon:test results match loading,rate? 3,10 CNIR 15,242 C�l t&Ation statementb Soil Evaluat9r 310 IVIR 15.2200) )I l✓� Observed and Adjusted'groundwater(method:for adjustment: given or indicated) [310=C1%IR 15103(3) and:310 CNIR Address, Sheet I;of 7:, Nl OK NO: Location of every watersupply.public:and private, [31, CIV R wrthin 400.,feet of tine pt oposed system location in the,;case of:s rflace Nvater su hes;and ayel ticked :ubbc vvatec-'-supply L Within`250 feet of.the' ro oseds.item I'ocatton;m the'ease, ' within 150 feet of tle proposed system location in the;case t of ovate.water�su l . wells- Location o f all surface waters.and wetlands located up to 100:ft beyond setbacks listed m 310 Clv1R 15 211 and any catch liasms' E/`� located within 50 ft [31.O.C�!IR 15,220'4l (l _ Water lies and other sulzsutface.utt.We located [310 C1YIR; L5;.220 4 .-m if tivater line c�oss see,310 CIvlR 15 21 PioIe of system showing invert elevations of all system coin orients and the boftom.of the SAS" 310 C1IR1'5.220 o) Stanr of desi ner: 310.C1v1R 1 S 220,(1 and TO,C1VIR 15.22'.0(2) r Staibp of Registered Land Sutveyoi (requ�ied if construction activities,within.5 ft. of lot line; 310 C'IvIR 15`.220 3�j; . :. Test Holes adequate(t<vo:in each of the p'unary and`.reserve unless trenches as p.&*rhitted in 310 CW 15102(2) ox ,approved fot an u` tide=ii At; l 0 1. R 15 O5(1:;•k Test,hole adequateto detngnstrate four feet of suitable material? 310`ClYIRaS 103 4 Test Holes adequate to canfirri.adequate gi oundr titer sepal ation9 [310=Ci 4R,--T T03 Benchmark;withlri 30 7:5 of s tem 3 DO Cti1R ylaterials specifications noted? [vadous.secdons of 310 CiY1R 15 O.oO] System components not_>36",deep (unless Local Upgrade A Koval or LUA;re nested . 310 CirfR 15 4.05 Address '®d �.y kLaj C3.e h�a c :. Sheet 2of 1 NA _. OK NO ' qS�ftv� �r�Ic�in� _,tre�2..- .,a�-7° _ �` .nt-�� a•..: '° _ _,u .. ._ .. _ �, .. - . Size�OK? 3 I0 CVIR 15.223 1 -�` ' Inlet.tee located to tnehes below flow.Une':31`0 CIvIR 15 22,T(6)] V" Oufl'et kee 1�4" or 1 "+5"'per foot for increase$depth [310°C�vtR 15.227 6 Outlet Jtevwifh..gas baffle,or approved filter .330 CNVg 15.227{a No regarding installation on stable:compacted base:[310 CIV1R -28 Separation between inlet and outlet tees (no:less•than liquid: de th) 31O�CV1R'15 227 2 . Inlet/Outletelevatons at least 12" above high groundwater (except as descrrl ed 3.10 0 15 227(5)) or pemartted for u" "" ades under I ITA. .3'1;0 CVIR 15.�0_.5(1) kj 1liniinum cover 9" (Tanks burred more;than:9"muSthave risers l o on:all openings,arin the d box) [310:CV1R,Y5 2223(1) and 310 • C1dR 15.232 The access covers(inlet and outlet must be.,2.0" of greater): mrd; le access at least 8"; b 7407).[310 CANED 15.22.8 2 1� access to�yithin b"' of grade "one port for systems<1000`gpd, ' t for systems�1000 d .31D CIv1R 1: 228 2 All'at grade.:covet secured to unauthorized access?';[31 O CVIIt 15.228 2 - > JQ'ft from building foundatiar [3:10 CW 15 211'(l)] Buo`anc _calcul"ation Re"uir/000- .310 CNJR 75:221(8)' H 2 a where a ro riate7`[310=CIvIR 15 226 3 Setbacks from resources [310 CMR 15211 --�. .h=� Requued Nyhen other than single farnilq dwellangor':fiow>T0.00 First compartment.200 Aaily, flow,.Second'compartment 100% dQ flow 310 CiVIR 15 22 2;' and 3) pipe through;or over:baffle; outlet of each comparhnent with as baffle:oi a ';roved filter 3:1O.CVIR 15..22 4 Address 24) L, -,m e�.,t, Sheet;3 off.7 - N/A OR, NO eBD �GrEB IDC� I1 (, I� , Located at cast ten feet:fiom any water: [rne� [310 CIvtR; L5.222(2} Disposal piping at-least IS!' below water line(whemwater.and , sewer cross; see 310 CMR 15 2:11. 1 1., Cleanouts:re aired/ rovided? :3'10 CNIR 15':,222 8 t Thrust blocks s edified u;:fotce;rnams`?'310�'CNIR 1,5221(6)(c)]: . ; L Slope of sewer line not less than 0 01 (1/3"/ft) 0:42,preferable 310 C1 U.15 222(6) Proper,pitch on all r.uns? (i005 wttltrn g avity-distributed trenches and beds);-3.l 0 CN1R 1;5.251(9)and 3>10 C�'VIR.15.252(2) c) Si lion t'oblem/ leachfieId below uin chamber' i I tndca s or°vent nanifold s gzifred9' Size and orienfatioi�of dischatge:holes specified?:(riot smaller than 318" riot larger than'S/8") I310 C&M 15 251(8} and 310 cNtx 15 zs;2 2 (n;] ltiiatetrals specified (31,0'C1�Ilt`1,5.251(5) specifies various.ptpe es'aIlo_wed) - t/ Stable compacted base [3`10 CiV1R,15::22I(2)and:3L4`CNIR; Splash 1Ate oY baffle tee;tequired on inlet/ptovtded:? (when tessure sewer to.d boY or stee ! itch of gravity seer) j31D P pP CN1R 15 32:3 3 a) Riser if deer et than9" 3;:10 CIvfR 15:232(3 Inside m7n murn dimension 12"' 310 CTYR 15.232(2) -14, ut1l s ite ,6" 3 l;Q:CNjR-1.5:232,3;(e)] ✓. Watertight eover f<20:00gpd);;waterproof manhole if>..2.400gpd C1vIR;15 232(3) d Capacity (emergency,storage above working=design; CIviR 231 2) Prop ei setbacks 310 MR 15.211 same as_se tic tanks] Watertrght:20 in rri�nnim aceess'manhoie at least 20" MUST BE to GRADE [310°CN1R.15 231 5 Service components accessible(not too deep with prprng disconnects accessible;' Alarm floats alarm on crcuitse arate.from:' urn 0s s edified?' ✓ E�sceeds t.�o units must have tnT pwnps oper ating in lead=lag mode 310 C1V1R;15 231 6 and $); Stab(e Coen actedBase_;31-0 Clv*,M S 221 2; Buo. anc ,calculations needed:?Prov ded2 310 CN 15 22I(8)] Address 2 h •r � �e J Sheet' :of'7 NA OK NO . Calculations correct? 4 feet of naturally occurring material-demonstrafed?'[310 CNa Re_-u`u e.d:se arat on to g-round water9 :31.0 CNa, 15,212 A . e ate-s ecifi.ed as.double washed rl10 CIVIR 151. System VeAturg required/provided?(system.under driveway or t/ 310 NR15,241. Inspe_coon;ports:specified_and within 3"final g ade7;[310 C:N1R 15.24:0 13 ' Breakout requrrerrients mete (i`to violation of breakout elevation: within 15 ft:of SAS unless barrier) [310 CNIR 15.21(-I)j4]j and t� Guidance Document;. _ �OAG f� RIETSC y 1JRS310 Ca4IR1 4253� ° ; Chambers and Gal. in trench confguration supplied with inlet eve 20 fft,.{310:CNM, 15 253(5 Each structure with one inspect ion.:manhole (if 5 000 gpd:must be to. ade)- 30 CNIR 15.253'2) ' A e ate `1' min;intrn '' maYunum. ;310 C1tiIR 15253 1 ;` ] 2' s dewaiI credit maxim in 3;10 CiYLR l� 2'S3{1)(a` 1n l?e:d.conf aurat'ion, inl'e eve . '40 s .:ft 310 CN1R.15 2 ff1 ,L_Jis+ ROW Width 2' minimum 3'maxunum_ 310 CMR 1'S:251 ':: . , Is 1 OQ feet na�mum length [310 CNIR:15 25l(I)(a)J`! i ep lmunum saration 2Y effective depth of width wtiichevez eater 3 cif reserve between trenches)- 3.1 a CNIR_251 1 :d)] ate, aloe coritouis: 310 CIv1R 15.251(2);]' t Breakout OK`�[310 CiVIR 15.2;11 1 : ::and Guidance Document TIS (1aaciw szgi3bed orieTdSt}QrO�P-3c} � = - mr irnum 2'distribution tines 310 CNIR 1� 252(2)(a: tita nutn'Se aration aetrveeri:tines 6' 3I0 CM R1SS2 2)(d iVlazirnuni separation between fines and outside of bed 4' [3'10 Aggregate depth belotiv discharge pEp'es 6" mn�murr; 12" t maYinurn>: 310 CIvIR 15.252"2)(' Se aratron:between beds 10' m nirnui. .3I0.CIvIR 15.252 ;2)( Bottom area used:in calculations onlf A0-CNM I5.25Z(2)(i)] Address. lRrM: 1�:�:��.1�+: Sheet: of T OK iNO _-_ MUNRIPMOM Pressur a Dosed kstenr t Provided pump and piping calculations as required 1.10 C&M l.5•:220(:D r): Pressure d..osmg.requued:on all;systems>2000gpd or;alterna#ive systems urger remedial appiowal: [31.0 C11�IR.15 �5�1'(2) and I/A j Reedial-Use A"::rouals If used in.gr:.avelless system -make sure Jet duected as n_ot to scour soil::iiiterface.[Guidance Docii inent; .1nspect`:- once per year(systeins<2000 d .or uarterl gP:) q: y (-2000 d) ood:ao,note on .lan 5.10 Ma.-15.254 2, );d)j Constr uc# -n it fill -Did theplan spe,eify lha:Ahefill,shd meet the specification of 3 G.CIvR 15 255(3).? lin :oi v b s bdt-Tid r:andA retain n wall ? G ridance_Docunt me Impervious barrier installation must be supervised by designer 31O.Civ1R 15.25.5 2 .b; :. Retaining wall must be designed by Registered Profess„pnal En ineer 3='10_CNM— 15.255.2 (a) Side s o enoteJ tceed310 CIvIIt 15:25.5(2), 1 $reakor rt requirements met? [3.10.CIvIl21-`5.252(2)and Guidance Document At least.5 ft.:fi;orn impervious barrier to e_ge of SAS (l 0 8 recommended) 310 CMR 15 255 2 e)] Check DEP A royal letters for e.redits,and.des coridrt>ons: 1 '` If used with pressure`dosuig do not allotiv`pressure discharge; to scour�so>I alter face �- k�.�. Was DEP Approval Letter prourded an. r have you, / 1/ revie-vved.the letter for conditions? . Is the technology being prgperly applre.d and does it mee fa., DEP A royal.Conditions? F. Is there a note on.the p1miegarding the.xequarement fbI er•etual maintenance a°- eemerit� � � An :alarmsanvoI don s:e grate cucuits: Dld,the applicant submrt:an oper.:atron_and maintenance: manual? te Hasa llcant submitted a co of a=nan nance ,• ti ;Are t] e variances l steel on the plan ? [3;t.0 CYIR 15.22, . . .....:..... ... RLS S;tarnp:necessary on plan-rf a. omponent is within frve< L feet-of ro;e line 3I0 CN 15.412 New construet>on or Increased flow proposed==[Refer: to 310 C 155,4kl Address : ' .. rl Sheet fx of 7. h17A OK -N atroaeftesrsrtvflreaz,� -' MIN EM � 1s the system m a:-Designated Nitrogen Sensitive Area (Zone II foi a public supply weil)? p 10 CT 15.2.4, 310 C11NIR 15 21:5 and 3:10:'C1YIR 15..2.1.6t:=.also refer to Policy regarding upgrades;of such existing s:stems: Is.the system proposed`on the-s_ame ot.as served by'piivatewell ? 3 i 0 CIvIR 15 21.�{2 Are the nitrogen loads proposed rn.:cornphanee? [310 C1vIR P44 P un m :to se tic-tank:? [ 31;0 CIvIR 15.2291' Shared System-: 3-10.CTVIR 152,901.: Add xess Z `*A-.�� �� ..... Sheet 7:of 7° C N011d IN OS3a 31VO AS ON AR 1 1xvq a xuxvnar°I aud3s 3s�a'xIh/o 3°n V. W aa C O } fYZ N �� a r r LL J w ? > a aeeao `vw z , o Z $ 't - z w e peon yoeeg Duol 00a w w < 3 MM co jj < V i i Q U W W /J KI! O O ¢ a m y o o a V�11. 31111103f021d a a O mpO fi ff'' r•V4 tt J tl� t � �x�y��rrr F + f�i ���I����,• p � `�W3( .-� oo .-� 00 VEIL �ie�i�f'tll;lr id��, i Dfia n fl t p 2 j'' � 1 F-1 �•-1� I•-1 IS i �• x 9 i ,f 10 �p i W�1 1 � + �1 �fi' � 1 IJ�� f Iri�l tk ` � ��G y°' A'• � ••\. - i is�'y�i� , r r pux°fp le5?a �.� �°�� } �� � ,•\ � O O O O Y N A 84g\ wA �re*-54 ' 1 1 I T� if8Y, A91 fell OF 10 Coo - q H OFn �A I it1tO y t3�j y3 -EDGE $ i o, • 1 If,x j Ere - �l 1 '� R: jww us is 1 C. L ul WOE GE IF OG � N 1 1 a N Y 11f N x< p G E usW x �, N U'';N E od s jCOW q N� W RONEft � ago* was tz limp I la I 'WIN I �b� � � ' y k. �.� - � . IN I Ii IM . a � 8 I I III I I am � NJ 'mill it n ON am �� lb h;i as as a aR, a a CIS Z8LOZ'Z:T 'aS IDd OH6 NIAVS\800ZS9S\\'APPaw'Wd T£:9£:£ZTOZ/9/TT '6MP'DI OTO-ZTOZ\-LOld\IIAD\OTO-ZTOZ\ZTOZ\:o TYPICAL SYSTEM FLOW TRAIN -1 a MD(BYSTEM SPECMATTONS -FINISH GRAM I �� � �AI07�pn�OMS CO WITH MPLETE �EDUP1�lr Alm LWfNIXS.5N1LL BE P9TroEED M ADLOIAWCF IxIN AIL.THE RAN BARTER NYE NDT TO SCALE - 1r OmU(TIMER CO AHNNAU SYSTEM ro E PROVIDED AS CI COMPLETE YERICO ro TRITON llE AE TELEM Ax20 CONTROL FOR HL BBE PROVIDED r "o�SYSTEM 6 Mn DESIGNED FOR E120 VE111G1nAR IWaMG 2•���F�® I � ENGINEERING & �' - 2 SEPTIC SYSTEM DESCRIED WRH OUT GARBAGE GRINDER DISPOSE.. SI TRI I/8•l0 I/2'OVEIR Y CONCRETE SEPTIC PER MOUNTING Cn1RNIC SFBRGiNN6 A VSPOWIC1 ALB.TIN RBOTE TDEYETRI 00HITml PAST.SFHxI-BE INRo1S0ED FOR t:] OafR®IFITON L6RE5 OR FILTER e' 10'uo.NF OOI®E wA4ED IXIB60R BHB11Bm MOL9nIm YEETlNO THE MMIVI6ACRMED SPE19M.17DIa i FAPPROMMERE M15N 13E.0 VeIYAdR k IRMM•I FAB= �. _ S1DNE 3/{ro I l/Y CONTRACTOR ro s1Mer DMN1FACTLRDR BGA/SEtIFTDGma FOR THE SYSTEM EODiffM ro 11E ENGINEER TM APFROVAL SURVEYING INSULATED a PROTECT"ALL 0i � PROPOSED GAM v 10.0 PP6 FROM FAEFIDIG 97 HATER 7K9fT AOFSS (�}-I•SM 4D 9DnED PD UISIAIU AR�W ADVAxTDT SYSTEM SHALL E BY THE AUHNOR@D REPRESENTATIVE ALL GAPE ONV9mlNeEINTK INC.P.C.BM 7R � ACCEs ''" ro FINISHED MADE 1'A TmIA'od SET MANHOLE FRAME a LFA�•�B FELD CROSS-SECTION plyTdMUUVN IWEs WMMIO THPOln ELL PHONE NUIRDt 50B-776--621a Registered Professional Engineers To GRADE MAd.ltoo ,r Ga V.-A �° aEkOE - �'"� COVER �ff� ADYAMEX APPROVAL NOlEB and Land Surveyors z SET FINISHED GRADE OVER TNIX a FILTER.Ia0METER FMVL4HED GRADE DYER 0.Bat-92 - 1.SYSTEM AFPROYED FOR-PFJV ToHAL USE SIT DEP PURSUANT To IRAR9U E N0.Wt04,DATE OF 691V CD.MT 1f� 201p IRES . � PaoPostDD FWcvEn GLIDE ovEM LFi1OWING .a1 ro u REOIIIRFlEt715 78 North Street - 3rd Floor RUN.a•SCH 40 PVC INSULATED a P1Eo1ETT M - 10!F(LONG67 TOP O PFA ALr K.2015 PLEASE EFFR ro THIS CEROIGATGN FOR PID1'BOAL USE FETE.OIIPIEIE PE79aT MFDRAnON AND Hyannis,Massachusetts 02601 C As NEmm UNDER FWES FROM natmic aDPE"c" PUMP N '�°"'� y .. >m a D-BO%M7 Plc oxasc POL)� S70E 5 I r,Y12-1- HOUSED•cwER1.) OP9TATbN AND MAINTENANCE �L ro OSTR&nWn LENGM ,1,! 1 •10 1 T STONE Fti Fs DiwFL w --WEEP To co,Dol P.na °CDR ,I Flint Ao.mey FIRST 2'(ro BE LEVEL) WA9+m s1aGO rF x/-]e Fax_ FUP r.wmnDE O]JEIR -- TOP a iliac-736 1.TIROuaHalFr ns alb IRE srslEM SHALL E 1NOEM AN OERAnM Arm MAINTENANCE Phone-(508) 771-7502 AS NEEDED.COVER F9�1FN�]SS M NJw MESA (3/4'to 1 1/2) (OEM)AGREEMElNL NO 0aD AG✓EE]@NT SMALL E FOR LESS THAN ONE TEAR AS MIN S-LOC Is Il 13. 11 oot Fppx RSV BY - N°E"'] S171� aD-]sc �rc MSHA www.boxter-rwye c7�-7622 � � ON MF]3S Y � 7D � 24I' • M-7.65 $•AMISS _ TAMP STAMP GRAVITY FLOW DAFT TEE ro 1' .. .. 2 RT0YmE5 q B.ML ff USED IWHiI.fix IGIM AGREEMENT IS 9®BrIFD ro THE LOCAL AFPRp e G'EL4TCAnGa ANm TE�atRAn�Oe wm r�A¢�an �er n¢�DEsom Ar��EmMEim>�n¢ ABM'E ONIET ETEWViW i 4'SOW a SiD05 - DEPARTMENT. M N-AM ro METER PR 8Y •••• .•...--r: ••••. - PVc PWE @ITAOa PROCEDURESFI Np11FlGn FOR pEPAR1YENT ARm ro TO fftOGL N MEGAm M M7NN F71£DAYS OF A'sT51EM s s Is,AML MY x.66T GRAvnY FIDW 5 BAY F ILU&MALO NA E OF NI O EVENTNT M6a1 INSET ff A Y TS CERTIFIED�EnA1nR AS REQUIRED BY 257 OWN L00 ff AN 67' trA.l iAem Ib.v r 5�M19ED T APPREPRIAIE MIIOE THAT MLL OPERATE AND MIGHTIER THE SYSTEM.TIE LPERATM DUST 09 1E AM)MAMFAN THE SYSTEM AT-FAST FIo.-Ttw.gn Port will Rood dBTABUTION BOX I EWA1 THREE Mona win ANYTIME TEE IS AN ALAN EVENTS I,SDo GD Float Functions Pump Mae�5 M COITAL ADJUSTED WATER ELEVATION v 20 .3 TIE OMUR OF THE SYSTEM SHALL AT ALL TOES HAVE BE SYSTEM PROPD6.7 OPERATED AVG MAMTAIED N ACCORDANCE MIN TIE I•5 . TAo-CompelDn.nt Y Hi"Level A - GRIM-TIP TD E INSTALLED M A LOW.SEVERE BAY �: COWAKYS AND THE DESIGNERS OPERATION AND MAINTENANCE REO EREMENT5 AND TEAS CERTIFICATION. Comb Tarlk G Ovenide rimer ON OFF METER W Bu.ln IIA4M ADNSTED XIGH WATER OETERYNm.FROM MEAN MKRI WA AS SENORA A SYSTEM SEW.E MSPECTFD M AISOdNNCE WIIN IIIIE V ENMROMEMAL COBS FM PRWER OPMATmTLO�.F�P�PROVISIONAL AiPRWAI W LAIRD PBMG4nFI) ON TEAL FLOOD PROFIUS NEW ENGLAND COASTLINE 2'ARM'CORPS Min x BOARD ACCORDANCE MN llff MNUFAI:IRAt ELOWDIDATIONa AM)SPEOFiGTIOra BISPECIION EPORa Jla'IL ff SUBMITTED ro THE W.OF T/Ix-20 B Pum On _ OF ENGINEERS.SEPnY1BER 19M PLATES C-22 a C-21 IOGV.BOATED O IFi1LM R m 0 BbadW PIKeP v.wt - 80l ABSORPTION 8Y8791{SA61 BETEiIAL SEPTIC SYSTEM CONSTRUCTION NOTES NodAI MM-2425-L LEA1xNB FE7-B 1TYF40AU I.ALL SYSTEM COMPONENTS SMALL ff 96TAUM N ACOGImN6E WITH TITLE V OF THE STATE SNTIANY COOS DATED M 21.2D1a AS AMENDED THROUGH riff GATE OF THIS RAN,a ANY IDEA.RULES a REGULATIONS MRICAB(E CON SULT.ANT AdvanT9x`AX20 WlCanaelB Tank - 2 ANY OWxf ro TIES RATE Ylar E APINRYED x DARTING SIT lE ENLDEFN OE1'AnEH BEDRMIOH MIST x0T E OIAAGED MT11011f . (Low Profile Insta0a0Dn) - WRITTEN PRIOR APPRUM ITT THE D16MEDt. Adva(Lo PYoffe w/CDnGNte Tank (Low Prone Installation) IN WNR LGNNaTRUGnOn IS MXIYREIEa PROIt ro BACKFILLDMC,NOSY THE BDNm lF IMEILIN AO/lT AND OE9M ENGINEER FOR 4.ALL.SNOTARY DIS-OSAL SYSTEM EIS MG TD E C SEED 4D RC WAFT OINER W NOTED TS"IEW CONSULTANT . - S.DerAMTE INSURABLE MATERIAL ro TIE S NORM'.FOR A NORIL DSTANCE OF S SURROUNDING THE LEAMNG FIELD Nm RERAGE / WITH CLEAN SAND PER 310 OBE 1520 ro THE TOP FLLVATON OF THE Se w r AAA,...•-...V •• ,mN oc.:�o a INSULATE ALL I+PES ACArar RREEDNC AS HEOINED VEER LESS THAN J a COVED. BENCHMARK AT 1swpAD.19 s 7.THE SEPTIC SYSTEM OEM�• BO('MON1E GRBAGE OOmDE DISPOSALS . - DRILL14CLE SET EL.4.70'NGVD29 _ a an=THE cwnw M SHALL CONTACT DEC SAFE(AT I-B89-OS-SIFE)Nm UTILITY MYPNAS ro LOCATE ALL DOST9m UROBS PREPARED F O R: - SEc1`ONS IEHOEO MA ' Fmr m+ _ AND 1ENRdLLAT LEAST 72 T�K ALL E�YMG UIHIIPS fE BERM THE SAW OF��OF THE LDCUE CONTRACTOR-SHALL F DWING MIXIMMI'OI UOUTES ME THE DACT LOCATION.Won! T - . - PDRTT LINE ININ�WAIL E'L - SOWN N AN APPROXIMATE MT ONLY.MY NOT E LIMITED TO ROSE SHOWN HEREON AND HAVE NOT BEEN#WEPEMO ITLT VERIFIED BY 2 7ti pCRO�E.rt RET Pt -a6 - AW Al.ao 2Y -THE OWLET M ITS REPRESENTATIVE THE CDVTRN.TM AGREES ro E FULLY RESPONSOXE.FOR ANY AN0 ALL DAMAGES MEOW MIGHT BE /� p ON' veA. OOGASIOH®BY THE CONTRACfMS FAILURE ro LOCATE THE NDlnES DACrLY F ELEVATION INFORMATION OFFERS FROM FUN MFOR ATIO, Craig F. Zajac MATH UHE OF ...2 2 _R.2 Ha^x..M win , OAm.si g�j�,y.Aj/a-/A) THE CONTRACTOR SEAL NOTIFY lE 171L4®E IMMEDIATELY MR POSSEE REDESIGN.AT UTILITY OWSW=VERIFY x FEED THE LOCATION g D, .w.,/a• ) /W1IIOS OF ELECTRIC.GR.TELEPHONE a arA/COMA AND RFLOCAIEa CONFLICTING a1N RORISED MfnS PER THE ENGINEERS 5 Doeskin Place Y1 POLE WZ.A va.va ,Be.n DIRECTION.THE CONTRA= SHALL PAFSEAVE ALL UNDERGROUND URnTES AS REQUIRED A2_1 ,NI��E a' 1C a 4: '•� 1•>_ I q,,RSAGNE FT ��� 9.THE PROPOSED UIMY CONNECTIONS SOWN HEREON ARE SCEMAne FINAL UWMF SMALL ff AS ERAIO®BY TIE A�PIMATE Framingham, MA., 01701 CT. ONCRETE - - A2-2 5.! - - -HOE S a 5.l 2 2w U� VRRY COMAM11: RETAINING WALL CONCRETE a, 7-ECiP.IC RISr]i rz -A r'°"P°^ I0.PEA TIRE 5 SECTION Is256 TIE EWMMRNNDED GSTAWI FROM TE ETMIING MU,aYPERN0115 BKMFR ID THE EWE OF llE SOIL \ A2-3 WATE.�XNRE K - .. ABSORPTION SYSTEM CLOSEST M riff BGLRR SHO LD E 10 FEEL PROVDER 5 FEET 4-}\ _\ FO yAOE WATER UNE) 4.8 y, 1' - 1"2 VARIANCES- !2 5.2 - x .. / TIRE Y'SEOOTY TINE TO SEPTIC 1 SETW'RE -REDDISIA-FS A2-4 x SST/-? 1.5 - A PRP PROPERTY LINE TO SCSI.ABSVBr SYSTDe�REQUIR D-(iv. '5'(5 REDUCTION) A2-5 ` o _�~- ,NNy PROPERTY LINE ro RESERVE S L ABSORPTION SYSTEM:EOMEFD-10%PROVIDED.3'(r EDUCTION) v 26 G POD1BAOK x _ STOISE TOWN O'BARNSTAB E-CHAPTER 360 M-SITE SEWAGE DISPOSAL SYSTEMS fill E y `'S5` y I 2.2 - ARTICLE I-PASMRAPH 360-1 SE7DAGK ETMMDENIM Al-2 - EOLSED:UNLESS OTHERWISE SPECIFIED Br THE BODED OF REALM ALL SOL.ABSJRPTION SYS SIA LIACKING FAGLIIIM SPTIC TAMES.DISPOSAL FIELDS,M ODER SEWAGE DMOM SYSTEM COMPONENTS HEREAFTER. CONSTRUCTED WALL.ff SO LOCUED MR A O5TINLE OF MDT LESS THAN IM FEET SEAL INTFNVI7E BETWEEN ANY BMDORm VEGETATED WE AND(AS DEFINED WTIRN 310 CDR I5.002 OF THE SATE ENVIRONMENTAL 4 STTTR- 11 R 0 5 A }` ORE,TIRE S.MR/MUMM EixMENOMR FOR THE SUBSURFACE DEPOSAL OF SMATOn-£WALE)AND/OR KATERGdR�MOLDING SIMM FORM BAIT AND FAMES WATER MIENS,BLS,STEAMS COASTAL GANl($LAKES 'H A �6 1 , TEAL sOALO M 9AMO HIGH WRIER MAR(OF DEAL MAIDS AND ANY PORTION OF ANY SL ABSORPTION SYSTEM.LEACHING FACRITT.SEPTIC COMPONENT. �l `CE/OH FNO W' .M�ly SIGN, L L R)1 0 5 1y TIPPED-HELD - - �. PNIT+GEa SST FEET(TANG,59.7 FEET(SAS) l4Y L A W N 1 1 AS Rrac ® ARTICLE VM-INSTALLATION OF 091E-SEITAGE DISPOSAL$7505 M MARGINAL LOTS- . 3 3.6 x 5.1 1� I Dp AS MOT To Fp n PARACRA 3B0-I6 RESTRICTIONS S RSUEACE DER6V.SYSTEMS SHALL HAVE FORE-FOOT O DEPTH OF M'LIMLY OCCURRING PEMTOS SOL ABOVE THE MAGNUM G O NDMTDR SEVATIOK `` PROVIDE:AWROGATELY TREE FEET OF MTTMNLT OCC RIrNC PSWOS SLR.ORTIIa ABOVE THE MM M I DWER. PROVIDE AN OVEAO6 TO THE U'NOWN aEWUTG 1 AND REPLACE MN CFAH SWIG PER TITLE V G5.2 E(,`,( - { 1X Mwx I�Mw - -310 ON I5.=ro THE TOP ELEVATION OF THE SAS ro PROVIDE THE EWmrE 5 R OF SEPARATION ro FMR GmNmWATER O `.`�•� � 1 D .'-� 14 � '� � m sT.�mi-pp _ �r_I o Aalua-.sadrAF.AE wpuY- im 4' ,`Y 1 ! b - W�CpfyA,OtYA \ 2 T`` aT � mup MaxRsmoxO w1 1 (, 0-TCI 7117 F1F cc 15D-72 TAT N zsd lie etlandsPacEficc m : m a HR v etlandsPaclficc p N e."R� L• 04 PROPOSE UNDAT�G sT 1 �!m z �n Pmma Aodai =1 SadCbr3G ^� ca O * x ED pW E INN \ PVA,LTFDING M 1 ae w,wR auD eRaiR Q s N N 1 o FO um.weV.s..vnDT�e®s, _ y --- �' ON PILE 13•0 ��` L g Y 3+2• DADA INuoL "-" ,1 .z PANEL z ro Im ci B OF WALL ff Etl�•' 2' ' ' y A N ..b 8- J `S7-0 B �� f °,• A w ��`w `` ae r c r 4FD0 GALLONp.56'O i T()V-COIAPARTMExT' 7 E o i` Ys•opIDm SeA[ /' I ° "'� ,_ w J > _ cl T 14 7roETM(Az20 "d _e_�+ _� '1�.E. �'7 c .A :0 .r°•�£„ .�Ir.r r,� a Lw� m sv y y BREAK OUTT RAtmAA ...� i•a"_'O b O O C RE�AI'IN WALL(SEE- T D -6T5 POWER SUPPLY W -1 _ 1Y.oG rs>ru aemo a o,.' a.=. k,T=aLm,:.,)sT><aR I a Co m 7� r`DETL 29aF-w (DETERMINES.� m £ _ 1 _ N U . EC-aD� nM N FIELD _ perry 1 A_Ia� NV.IN-6.660 M O'WALLi A-8.2(ITT.OF WALL� FELDSTM WALL WITH BARRER ADVANTEX AX20 MRSALCOR 3G UVD9NFgo.SEEP DETAa HEREON p_ .: - -.: g D .O __ w M7 7 /5- ADVANTEX.AX20 RL $9:' M1E'ER _-T £ 1H©�" �. �NsmaG} oR°PrE"NY ^ LEACHNO AREA REQUIREMENTS vl;M Sr57G 1 B9 t,z.cs 5Y5 W £ 1 - '. I CERTIFY THAT IN APRIL 1995,1 HAVE PASSED THE SOIL EVALUATOR EYAMINATION APPROVED BY THE �. NITROGEN LOADING LIMITATION: EPOM,MPERMEABIE 1 1 �- TOP GE-WiLA DOM RED.360-045.SALT WATER ESTUARY DEPARTMENT OF ENVIRONMENTAL PROTECIIDN AND THAT THE ABOVE ANALYSIS WAS PERFORMED 1 ME m BARKER PER TITLE V 1� 1R GGyM ET=-&'A LEGAL BUILDING LOT 330 GPD ALLOWED CONSISTENT WITH THE.REQURM TRAINING.IXPEFRSE AND EXPERIENCE DESCRIBED IN 310 CUR 15.077 REOUIREMLEN7S 7�OF 3(Y.10'LEACHING N 5.53 ROL v LJEE CBOT.OF WALL -_� 6.5 RESIDEMULL.: 2 BEDROOMS 3 BARN E.EV-B25 RID W/2,,,4.SON -- -8 .EL.S9 SIGNATURE DATE w PVC DImlBunoH ET _ x 1f0(PD/BEDROOM o �____ 6.1 A1PIN . PPES AND STONE_ TER METER - s WPTETT�W a AIL Y`-"c'�"�- aS TOTAL DESIGN FLOW-220(PD 80L LOBE P-18.67Y DATE.OS/20/12 MOP OF WAIT �'" h VAIE A S . ATER SHU FF b Y1. 9051' G - GARBAGE GRINDER(Nar INCLUDED)=N/A WNS7ABLE5. SHEET TITLE f DOT.OF V`IG/ALL i..-..��- f� S Mp)N - E OF P - _ c ) Septic System-Plan•and VERMG DOWN.TO a � ENT PEFC FATE_ <5 MIN, /MCH CLASS 1 SOIL EVALUATOR: BOARD OF HEALTH AGENT.' F]_-SS GEM W Gn G� � .TAR-0.74 GPD/5-F. STEVE WILSON,P.E. NMIE DON DESMALVS L DIE l6GDA-owl p - MN UE4C RNG AREA OF SAS RE➢IRRED �7 p(i 1 TEST PR 2 TEST PR 3 TEST PIT 4 Profile p P ik 220 GPO/0.74 GPD/SF. 298 S.F.MIN. G.SE = 5.1 G.S.E. =5.8 G.S.E. 5.6 G.S.E. =5.4 _ ' ` - PROPOSED SYSTE4: . YI �/ M A;IOTA 3/3;LOAMY SAND A;1DYR S/4.;LOW SAND A;10YR 4/3;LOW SAND A;IORR S/3;-DWI SANG SHEET. N O . / -�G•-9 - E E f PUHLIG) unur VOLE/24r ij IFACH G BED CONFIGURATION - �/� 0 �ss.5 �'� 30'x IO'LEACH FIELD WITH 2^4'SCH 40 SLOTTED PVC 9' S.75 10' 4.9 9' 4.85 9' 4.65) v{ N (;0 YAO- ONrl OFL'8` `. - DISTRIBUTION LINES AND SIDNE SEE OETAII$HEREON B:HIM 5/3:LOW SVC B:HIM 4/4:LOAMY SAND B;INB 4/6:LOWY SAND 8;Ta1B 4/6:LOW SDm . 0 BOTTOM a• (3D'x 10') Tin SF •E.2 Oµyy-1 Oµ* ) TOTAL EFFECTIVE LEACHING aRFA= 300 SF Ia, AW 21' 4A3 18' 4.10 19• 362 DATE: 05/30/2012. 5 -""-- 3 ON « SYSTEM DESIGN CAPACITY=MO SF x 0.74 GPD/SF=222 GPD C;IOYR 6/7;MEDIIIY C:TOM 7/4;6 MW C;IOYW 7/8;MEDIUM C;TOM 7/4;MEDIUM - 10 0� 10 .20 WATER CATE OvkV r SEPTIC TANK STING:220 EPD x 20OX=440 CAL SAND Svm SAND SWIG -�I s.D OµYRf BENQIMARK Ar rAAG A^_ SCALE IN FEET 4i'OHW T-_�� NAa SET USE i_ta0 C-ALON 7AA!I/._ 7B' -0.4 81' Q 80• -1.0 80 -12 1 06 W.O W G.O W 0. OBS G.O 6 EEV PBS.G.O 66 -0.1 SCALE: 7•=10' OH -.p3S- EL-83Y NGVD29 1 ,) Pxe (BEN 2I) DNW�HYDRANT EDT SHALL 0®RESTRICTED TO 2 BEDROOMS RAZE_Q YN/N RATE-Q MIEN.4) DRAWN/DESIGN BT: SOY LN EL KED BY:YE (. (2A551 SOIL CLASS I SUE. JOB ND: 2012-010 CA..FILE: 2012-O70-UT. �� I _ J/ TYPICAL SYSTEM FLOW TRAIN SET M44HQZ FRAME NOT TO Sc�E && COVER °�Ste,. BE 1111ATER11W BAXTER NYE -1 NOTES: . SYSTEM IS Ma DESIGNED FOR H2O VEHICULAR LOADING. ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. FINISFIED GRADE D. BOX = 10.0 nNMSf1ED GRADE OVER FINISH FLOOR TOP SURVEYING FINISH FLOOR = 13.0 WATER TKNNT. TOP OF D-BOX EL-9.23 COMPACTED FILL �� TRENCH 9.7 ' ✓ SET TO GRADE77 9" (Inin) Cover INSTALL ONE INSPECTION PORT IN PROPOSED GRADE = 10.0 SET AT LEAST ONE MANHOLE FRAME • (�) Cover ACCORDANCE WITH a� COVER TO wRTIIIM s• OF F�lLSFi GRADE FlrtsT 2' (� LEVEL) Registered Professional Engineers 1'I Transport �-� OR FILTER FABRIC MANUFACTURERS RISERS A COVERS SHALL BE WATERTIGHT Line 4lF N 4' SCH. 40 PVC O 200X 2' LAYER 1/8'tot/2' RECOMMENDATIONS 9• 9. o' FINSHED GRADE OVER 2 ooueLE wAsllm STONE 2 N ADS BIODtFFusERS and Land Surveyors CHAMBER TOP LEACHING CHAMBERS Z METER PR - 9.25 2 SCH 80 INN IN=8.48 :. FINISHED GRADE OVER TANK = `\ ( 6 SUMP • OUT-8.31 ELEV-8.64 8.0 Discharge ABOVE a�mETELEVATION : ' CHAMBER SCH I+�•25 78 North Street - 3rd Floor RUN 4" SCH 4O PVC INSULATED & PROTECT Assembly ..•. - •••:•-`r " '"' - • :•' Hyannis, Massachusetts 02601 AS NEEDED UNDER PIPES FROM FREEZING TOP TANK EL = 7. TO OBOX HOUSE AND SWEEP 3" MMJ w: . . _ Float Assembly UP -ESTIMATE L=30 __ :_~ 6. MIN. f j 3 LFN4" SCH 40 PVC OS- 8.0% Model MF3A 6" CRUSHED � � � 1 :7 FT. PROVIDE COVER AS NEEDED. S=2.00X NrV IN= 6.5 10' MIN. High Water Alarm On = 5.58 � ����yy� �/ i m 3/4" TO 1-1/2' oouBLE Phone - (508) 771-7502 P / NV OUT= 6.25 g Pump On = 5.08 DIS 1 FABU 1 M� BOX (1.0% MIN ALLOWED) PVC v WASHED. sroN Fax - (508) 771-7622 z ROTONDO DB-3 OR EQUAL i' GAS BAFFLE L� Pump Off = 3.83 TO BE INSTALLED ON A LEVEL STABLE BASE LEVEL STONE WWW.baXter-nye.COn1 14' 8=6 0 EXISTING SOILS TO BE REMOVED TO THE 'C ' REINFORCED (X)NCRETE �. g• CRUSHED 5' MIN HORIZON* - SEE CONSTRUCTION NOTE 15STONE STAMP STAMP BOT TANK ELM ? L`177BASE GRADE AT BOT. METER I HEREON. PIT 2.0 PUW SPECRiA, .g i ADJUSTED HIGH GROUNDWATER ELEV 2.0 A a Float Functions Pump y N`- H h Head SIMPLEXING PUMP SYSTEM COMPLETE WITH ALL $QL SYSTEM �M) 1 ' Y High Level Alarm (T ,+ ,W EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN LEACFIQ CHAIIIBEFi YPICAL) Lb00 QALLON ONE=COAIPARTIIENT SEPTIC TAW METER PIT (Pump B Pump n ACCORDANCE WITH ALL THE PLAN INFORMATION AND ROTONDO ST1500 OR EQUAL Basin Model NIS TO BE INSTALLED ON A LEVEL STABLE BASE R Pump PBAX2472FI) SPECIFICATIONS HERON. f� '-� SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY 24" DIA X 96" HEIGHT THE PUMPS SHALL BE RATED TO DELVER 6.1 GPM O DOSING VOLUME A TOTAL DYNAMIC HEAD OF 8.9 FEET. DAILY FLOW-I10 GPD THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD DAILY FLOW/MINIMUM DOSE VOLUME OF FIELD PUMP MODEL PF2005. )¢ HP, 1 PHASE/230 VOLT OR (5 TO 10 TIMES PIPE VOLUME OF FIELD) - DOSES/DAY EQUAL. THE PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE SIMPLEXING PACKAGE. INCLUDING, BUT NOT CONSULTANT 110 GPD/4 DOSES PER DAY 27.5 GALLONS LIMITED TO: METER PIT. WATERTIGHT ACCESS HATCH. - DISCHARGE ELBOW ASSEMBLY. VALVES, FLOATS do - = PIPING). AN ORENCO DEMAND DOSE CONTROL PANEL OR 5 L O DELIVERY PIPE 1.5' DW = 0.228 x 7.48 - 1 EQUAL SHALL BE 6.5' GALLONS `/ MOUNTING MEETING THE SPECIFICATIONS PROVIDED WITHIN _ k FINISHED GRADE TOTAL DOSE VOLUME AND DRAWBACK VOLUME PER DOSE WITHIN THESE PLANS. `-- , . 27.5 GALLONS + 1 GALLON 28.5 GALLONS CONTRACTOR TO SUBMIT PUMP CURVES AND ��'a r7 • -�- .\ .\ ,\ MANUFACTURER DA1TA/SPECIRCATIONS FOR SELECTED °0 3/4 -1-1/2 36 MAX. 9 MIN. COMPACTED FlLL�������� CONSULTANT --V DOUBLE WASHED STONE 2" LAYER DOUBLE WASHED -� ....... ........... TOP OF CHAMBER PUMP AND SIMPLEXING SYSTEM EQUIPMENT TO THE �,. - ENGINEER FOR APPROVAL ,�U, S �Q, Ix YIX STONE 1 8" TO 1 2" PIPE INVERT 0D 2 BIODIFFUSER 11"STANDARD / / ^\� LEACHING CHAMBERS » ._,� mOPERATION AM MAINTENANCE 3/4 TO 1-1/2- PUMP ( � ) 1.25' BENCHMARK AT SHALL BE INSPECTED IN ACCORDANCE WITH TITLE i0 DOUBLE WASHED ` / EFFECTIVE -- DRILLHOLE SET V ENVIRONMENTAL CODE FOR PROPER OPERATION AND OD STONE DEPTH c IN ACCORDANCE WITH THE MANUFACTURER EL = 4.70' NGVD29 RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION �j r1�OrdS REPORT'S SHALL BE SUBMITTED TO THE LOCAL. BOARD 00 / PREPARED FOR : +_1NE NLL c 1E OF HEALTH. 1.25 2.5 1.25 r r, `N \1 �a, PROPER TE RETa�N�a /� �� 2 15' �C d In a� CO EIdERGENCY STORAGE ( 5 < Z L83-�2.8' 1.83- 2 GREATER THAN 1 DAY STORAGE PROVIDED IN SEPTIC TANK � r� w �N �i'�r .SECTION � Craig P. Zajac - 5.2 -0'` ABOVE INVERT OUT - 280.5 GAL > 110 GAL (DAILY FLOW) r Z � NOT TO SCALE c+%�'"^K • POLE s�p24A �- � NOT TO SCALE j 5 Doeskin Place TR X '� ----_ ..___ ____ ____ ._�- N PLASTIC LEACHING-C BER DETAIL Framingham, C. ==vNDE ,,X 5., 2 Ingham, MA., 01701 `` ADS-BIODIFFUSER 11" STANDARD ° 4.-/\.- LAYUP LENGTH 76" PER UNIT '\ r•RETE FLECTR(C RISER 1 RET,".,NING `,VAT L CONS � a �2_ WATER FIXTURE i WATER LINE) X 4.8 1.2 QENEM SEPTIC SYSTEM CONSTRUCTION NOTES A 2-4 c� 5.'5 - z - i 1 g , 1. ALL SYSTEM COMPONENTS SF W.L BE INSTALLED IN ACCORDANCE WITH 7RLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS 7- 2 (� ;� AMENDED THROUGH THE DATE OF THIS PUN, & ANY LOCAL RULES & REGULATIONS APPLICABLE A 2 S .7 , '�' �, ; �. � r- -. �ACy �---`_-- � W p,L�. r:� '� I C;v.�., ` ' ' i SCONE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED N4TFIOUT o + 2.2 WRITTEN PRIOR APPROVAL BY THE ENGINEER. 1 + 5.4 A 1-2 3N.SPE WEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLNNG,.NOTIFY THE'BOARD OF HEALTH AGENT AND DESIGN ENGINEER FOR _ _ r�11 F _ R 0 S A ' ' co �,•r c A1- + SOW CAPSTONE Ml WIDTH OF NMI , CB/DH FND MN. 3 SF/STONE MIN. 4- THICK- 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 PVC. UNLESS OTHERWISSE NOTED HERON. 4.2 \ 4� �a Z -� 0 A 1 a TIPPED - HELD STONE TO MATCH WALL STONE s. EXCAVATE UNSLNTABLE MATERIAL TO THE 'C HORIZON*, FOR A HORR. DISTANCE OF 5' SURROUNDMIG THE LEA HM FIELD, AND REPLACE FINISH GRADE O RETAMMNG CONDITIONS L A W N 1 11 t� VARIM OFF OF IN SWALE TO KUP a OF AND M'� CLEAN SAND PER 310 CMIR 15.255 TO THE TOP ELEVATION OF THE SAS. �VJSCK m �� ro v Y so ws NOT To POND. 6. N�i1LATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. ll� V1 --! .� • 5.� n RAKE `b- ` + \\\ BOTH FACES.BAR NOT 7. THE SOW RC SYSTEM DESIGN MCLl1DE GARBAGE GRINDER DISPOSALS. cc L O J \ 'F 5.5 1 1 \\ TO BE VISIBLE r 40 Ast EPDY MPERMfMLE BARRIER _ I' 1` 'b W GO Rt0 n AT HOURS BUM THE START OF C DE CCONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORL0NTALLY O R , , B4TTER BACK OF WALL I a THE CONTRACTOR SI`ALL ( SAFE) AND UTILITY COMPANIES TO LOCATE ALL E70SW unum'S, M 1 OR. � Y. y ` 1V�L 'ZS•0 t• �\ �iE i' U > 0° SDUD �pCKING AND VERTK'ALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK T14` LOCATION OF E)OSTING �D UTILITIES ARE r C. . EL 7 U - G CONSTRUCTION WITH MORTARED SHOWN IN AN APPROXIM4ITE WAY ONLY, �T011�OF WALL BOY. OF`'`WALL EI+L�N � o z L � �P � 12 JOINTS. PROMDE ROWORCING MAY NOT C LIMITED 7O THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY NRY VERIFIED BY THE BAILER OR ITS REPRESENTATNE THE CONTRACTOR AGREES TO BE FULLY RESPONfSIB(E FOR ANY AND ALL DAMAGES WNMCH MKIT BE r 6L=:7.0 " " �� �, y O m SEE PLANS FOR AND 4 Fr LONG TE13ApCS AT s OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION V -ELM'6.G,,--` OSE '�,pN -+ SURFACE TREA FT O/C AT A 2 Ff HMff N 1 BOT.`OF WALL < n pRQP UN0 p rn 1 Er m FOR WALL SECTIONS OVER 3 THE CONTRACTOR SAW. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION 1 - E1�=5.0 U' '' y G 0 n U ➢ BdM = BorTOM FT IN HEIGHT. TIE BACKS O FO \ SHALL BE WATERPROOF sE� / INVERTS OF ELECTRIC, GAS, TELEPHONE & DAUA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS 1`;•O 1 1 ROPO`'� c ' /NATURAL cwiDE a�12" wIIE THEY PENETRATE THE DIRECTION. THE CONTRACTOR SAW. PRESERVE ALL UNDERGROtMD UTILITIES AS REQUIRED. M o ` c�. P GANG _ EPOM BARNM w W ' qC YRS �' ° ?6 9. THE PROPOSED UTM CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE }t CP \ J ANY H tmlm ooMP _ CA ----..--_..._ I- C m GALLON ` , .` Ni o E ° 10. s 15. 1O TH BARRI 'SHOULD ANC �THE REr w ~TO THE EDGE OF THE SOIL Q r ` SEPTIC TANK S l� E \\ 3/4' CRUSHED STONE 70 o d r?o. °R wig,ag ° 40 MIL ET�OM MAPE>iwEAeLE BARRIER INV. IN-6.5 B/?� X 5, 1_� \\\ PREPARED SUBGRADE WITH A40E IMBEDMENT TO PERVIOUS �'`� w o r RE fAIWIN� WALL (SEE �. k X EOUr Q a o YJ DETAIL #929 _, I I ` a\- r t2' WIDER BASE OF WALL C y (Typj4• O O G `OP OF-WALL t• 4 o a BbT. OF WALL EL.=4.5 $ 10 \CY\ \ yAJ vim ' tP 1 POWER SUPPLY BL `�D1N ,' �\ cn TOP OF WALL '0' EL=8.7 _ 2 x Z 8t OF WALL , T EL-4.7 i T _ Q O 10.0 C- FELDSTOPE WALL WITH BAF NLS Q a METERING PIT _ 9 7 R +j �> 1 7.0 .9 �� 0 2 - _ �L�TAIL N oc D BOX a' tl�-� TP1 v 9.7 ^ g x 5, p`'t 1 CB/DH FrJD Z o CO) y HELD to LU 2� ' PROPo Cn z W LEACHING AREA REO S o o 8.sG W > > �" 7� 33 55• ,% S� `� NITROGEN LOADING LIMITATION: I CERTIFY THAT IN APRIL 1995, I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE "' , TP3 x--''�' , ' BOH REG. 360-045, SALT WATER ESTUARY DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME o Q EPDM`IMPERMEABLE - t \ 5.63 TOP OF-WALL ; 6 `\ LEGAL BUILDING LOT 330 GPD ALLOWED CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 a BARRIEiiitttttR PER TITLE V x 1R _ EL- 6.5 \ � > REQUIREMENTS. TOP OF 5.53 • ROL vZ-v S ,BOT. OF WALL w o BARRIER ELEV=8.7 2 N STANDARD 1 t / `\ RESIDENTIAL- 1 BEDROOMS SIGNATURE DATEBIODI N m �. SERS � 8 �- EL..=5.9 � -- %/ LEACHING CHAMBERS �O � --- J�X TER MPM\N � ���tGE � � X 110 GPD/BEDROOM O AND STONE. aTER METER g" "N /"" ,� r.A\L �iX TOTAL DESIGN FLOW 110 GPD SOL L008 P-13,679 DATE 03/20/12 Z TOP OF WALL ram- 5 32 EXCAVATE A 5 dATER SHUTOFF W po5 G f EL=8.75 OVERDIG DOWN,TO 5.° N Er�� A�MEN� GARBAGE GRINDER (NOT INCLUDED) = N/A BARNSTABLE SHEET TITLE �-- �BOT. OF WALL 'c"HORIZON ELEV. ,--J' ,s M.AiN �E of P PERC RATE _ <5 MIN. j INCH (CLASS 1) SOIL EVALUATOR: BOARD OF HEALTH AGENT: Conventional Fo �=- = STEVE WILSON, P.E. NAME: DON D EXHIBIT EL=5.5 ( GENERAL #_t9'2 G EO LIAR 0.74 GPD/S.F. SEPTIC SYSTEMPt _ OTE ? A 0 MIN. LEACHING AREA OF SAS. REQUIRED: TEST Pff 1 TEST PIT 2 TESTSP3 S TEST Pff 4 Septic System 1 _ =G, R 110 GPD/ 0.74 GPD/S.F. = 148.6 S.F. MIN. G.S.E. = 6.1 G.S.E. = 5.8 G.S.E. = 5.6 G.S.E. = 5.4 - 1 a PROPOSED SYSTEM: G A • 10YR 3/3 ; LOAMY SAND A • 10YR 3/4 • LOAMY SAND A • 10YR 4/3 • LOAMY SAND A • 10YR 3 3 • LOAMY SAND SHEET NO G f'�° �� A ur�uTY POLE/24 CHAMBER SYSTEM CONFIGURATION / , w1�E_oUR�IG� \ +_!•,--�-6.5 J i 2- BIODIFFUSER CHAMBERS - 11' STANDARD 9" ELEV 5.35 10' ELEV 4.97 9' ELEV 4.85 9" ELEV 4.65 OH f" �.--- 6.5 FT X 15 FT X 1.25 FT. SEE DETAILS HEREON �F1V� B ; 10YR 5/3 ; LOAMY SAND B ; IOYR 4/4 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND ISO b SIDE WALL AREk- 2(15 + 6.5,E X 1,25 = 53.75 SF �+ ■ 6.2 �H� - �H `� - BOTTOM AREA 15' + 6.5' _ 97.5 SF 18' ELEV 4.60 20' ELEV 4.13 18' ELEV 4.10 19' ELEV 3.82 D A T E : 08 30 2012 TOTAL EFFECTIVE LEACHING AREA = 151.25 SF �H -'��+ SYSTEM DESIGN CAPACITY=151 SF x 0.74 GPD/SF =111.7 GPO C ; 10YR 6/7 ; MEDIUM C ; 10YR 7/4 ; MEDIUM C ; 10YR 7/8 ; MEDIUM C ; 10YR 7/4 ; MEDIUM 10 0 10 20 WATER GATE �NW`��- SAND SAND SAND SAND -E�6.0 �N,W--'/ �---• BENCHMARK AT MAG $EPTIC TANK SIZING: 110 GPD x 200iG = 220 GAL 78' ELEV -0.4 81' ELEV -0.95 80' ELEV -1.07 80' ELEV -1.27 SCALE IN FEET 11 OH!, '-7 � NAIL SET USE 1500 GALLON TANK MIN. OBS. G.W. O 69 ELEV 0.35 OBS. G.W. O 69 (ELEV 0.05 OBS. G.W. O 67 ELEV 0.02 OBS. G.W. O 66 -0.10 S C A L E : 1"=10' r ! EL = 6.22' NGVD29 Perc O 48' (ELEV 2.1) Per+c O 48' 1.4 (�� ) DRAWN/DESIGN BY: $DMA CHECKED BY: MWE �N Uy H YD R A N r LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM RATE= <2 MIN/IN RATE= <2 MIN/IN CLASS I SOIL CLASS I SOIL J 0 B N O: 2012-010 C A D D FILE: 2012-010-UT. CMATIONS •7 PUNS SPE TRAIN TYPICAL SY STEM EM FL OW W TR .� I FINISH f SIMPLEXING PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND GRADE B�UCTER NYE � � 9 COVER Pump Selection for Pressurized - i NOT TO SCALE IN ACCORDANCE WITH ALL THE ffifIL.35' 2.0' 1.35 �) U p Select O O e teas rued System Single Family Residence Pro ect CONTROLS SWILL BE PROVIDED • . ,, . NOTES PLAN INFORMATKNN ANO SPECIFICATIONS .HERON. 2 LAYER DOUBLE WASHED � ..._.__ � ,.. ,.� 1. SYSTEM IS MI DESIGNE D FOR H2O VEHICULAR LOADING. Id 2 ENGINEERING & r C SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. STONE 1TIO L ES OVER , 2. SEPTIC THE PUMPS.SHALL BE RATED TO DELIVER AT A MINIMUM 23.25 BUTiON LINES OR FILTER 6- 7.5• DYER OF DOUBLE wASNNED • GPM O A TOTAL DYNAMIC HEAD OF 12.4 FEET. DISTIL PanmNers Recirculating Sp�itter FABRIC s�E 3/4 TO 1 1/2 S U R VEYI N G APPROXIMATE TOP OF INSUUTED k PROTECT ALL 24 DIAMI. ;^! FINISH FLOOR = 13.0 PIPES FROM FREEZING Valve (RSV) With WATER TIGHT THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD PUMP Dt Ae'��' 15 feet Quick Disconnect THE r�.L��«qu, is +..� ACCESS SET MODEL PF2005, )i HP. 1 PHASE/230 VOLT OR EQUAL Trwwpat Pipe Cim +o T BACK TO PUMP _ T.arw«t Line sw t6o SLOPE TO GRADE PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE SIMPLD(ING _ WA TIGHT ACCESS (2) 1.5 SCH 40 PERFORATED PROPOSED GRADE 10.0 ~* Discharge HroR DRAIN BACK SET TER PACKAGE, INCLUDING, BUT NOT LIMITED TO: METER PIT, LEACHM FBA CROSS-SECTION PVC DISTRIBUTION UNES elimLA" &75 Registered Professional Engineers Asay. Model HV100 SET NUTTER To FINISHED GRADE WATERTIGHT ACCESS HATCH, DISCHARGE ELBOW ASSEMBLY, VENT W/ Max Ei.v.eon U"Vlh ors 6.e 300 d 9 SET WATER TINT ACCESS FINISHED GRADE OVER VALVES. FLOATS do PIPING. AN ORENCO DEMAND DOSE CONTROL TIGHT' ACCESS [F1ISHED GRADE OVER TANK 2- Dior. vent PIT = 10.0 PANEL OR EQUAL SHALL BE PROVIDED FOR EXTERIOR BUILDING ARIES SEE NNSFCr SCNtEEN M�.Nw�iaPb.cr«�'"' � � and Land Surveyors �� r TO GRADE FILTER ffi 9.5 TO 10.0 GRADESin MOUNTING MEETING THE SPECIFICATIONS PROVIDED WITHIN THESE w�a fU wW w,a,.. .. wow PROPOSED FNrsH� (IrAOE OVER LEACHING = 9.1 To e.9 �') µ.,�.ai•��.��i 78 North Street - 3rd Floor Discharge n•, 1.5»* Transport PLANS. TOP OF PFJI Flaw -- Line STONE EL=7.79 9 (MIN.) �Pip.� 25o Hyannis, Massachusetts 02601 AND MANUFACTURER Pip• RUN 4- SCH 40 PVC INSULATED PROTECT iv 1/4'0 Perf. for CONTRACTOR TO SUBMIT PUMP CURVES 2• LAYER 1 8• TO 1 2 STONE COVER AS NEEDED UNDER PIPES FROM FREEZING M Diecha DATA/SPECIFICATKNNS FOR SELECTED PUMP AND SIMPLEXING 90' ELBOW Or1"°•�' $ '• .- S NEEDED SWEEP Assembly to slope SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVN.. � as-4 bs '"' � 1` HOUSE _ To Control Panel TOP OF MOpe _ - Phone - (508) 771-7502 UP -ESTIMATE L=30 - -- TANK=7.58 BOT. OF •. ', pump. TIT1/4• WEEP Flow Wbr � None kiolw � 200 ., FT. PROVIDE COMER N=7 FILTER=7.33 ' w►TO MANIFOLD PUMP SHAM BE INSPECTED IN ACCORDANCE WITH TITLE V HOLE FOR '�-e••Frwom S Fax - (508) 771-7622 AS NEEDED. S 2.00X - .33 MANIFOLD. DRAINAGE A (1.0% MIN ALLOWED) 13•11 15• 11 - ModeI ENVIRONMENTAL CODE FOR PROPER OPERATION M10 IN DETAIL 210 it� _ www.baxter-nye.com 4 ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND NV=7.50 s 24.5 H,gh Water Nam On = 4.58 SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED TO _ 2.4 Discharge Line .. Z fc NV N-6.83 - EKAARD OF HEALTH. DOl1BlE 1.5• SCH 40 PERFORATED m W-7.58 150 NV N=6.66 SbP• (min. i/4/ft) _ Pump On 4.08 THE LOCAL WASHED STOP - _ • PVC PIPE S-.005. SEE - NV=7.0 a S TAMP STAMP FROM RSV TO METER tt Pu Off 3.83 (3/4 to 1 1/27 10 MIN. DETAIL 211 ` PIT BY GRAVITY FLOW .- DOSING VOLUME � ,�,;��;.. ZH 0 • �:�. 12 67 Inlet From House INN 5 DAILY FLOW=110 GPD M Fl -Th h Port °M' �9 .• MINIMUM .DOSE VOLUME OF FIELD+. .� ONLY FLOW/ ATI _ 2.0 POINT ,. ADJUSTED WATER EIEV ON a. g (5 TO 10 TIMES PIPE VOLUME OF FIELD) DOSES/DAY �QIE. R EU.',» 1,500 Gallon ... � � ELEV AT BOT. PR ROAD �q 28 �+. MONITORING WELL. USED FROM 283 LONG BEACH , . Two-Comportment 2.0 110 GPO/ 19.3 GAL PER DOSE 5.7 DOSES PER DAY 25 OBSERVED HIGH GROUND WATER ELEVATION - 1.95 �'VJ\A i Concrete Tank High Head � c;ti� u DRNNBACK VOLUME_ 1 CF = 7.48 GALS. SEE LETTER DATED 3 1S 2010 ON FILE AT HEALTH DEPT. ,� Float Functions Pump - / / 16 LF. DELIVERY PIPE 1.5 DIA 1.47 GAL) + Hi h Level Alarm ( � = Y METER PiT 48 DIA X 30 LF 1.5 DIA LATERAL (2.75 GAL.) TEM ( A81 G ?, t 80T. OF TANK 20 u m p n = Sa. A9SORPTiO[l! SYS $ L 96 HE]GHT PRECAST 4.22 GIN. Functions um LEACHM EW (TYPICAL! Float Biotube Pump Vault R P CONCRETE SMH. SEE �U� - - 1' 0 5 10 15 Level Alarm M el PW68 2425 L DETAIL 201 TOTAL DOSE VOLUME 20 5 30 Y High Le � Nf 1 inlet 4 r N.T oischarp.(oPm1 G Override Timer ON OFF AdvanTex AX20 W/Concrete Tank 19.3 GAL DOSE To SAS + 4.22 GAL DRAINBACK ReeM Spetbr VNM (RSA . 23.5 GALLONS VOLUME PUMPED PER DOSE T l l CONSULTANT w LA Ro Low Profile Installation) � �. � ( �,} HOUR Eld 2 s Discharge Line v THAN 1 DAY STORAGE PROVIDED IN METER PIT GREATER Afro. 23• Shops (min. 1/4-/ft) ti pompD�h L"aw 1,500 Gallon �Se� = 258.49 GAL > 110 GAL (DESIGN FLOW) Dior Tank Two-Comportment C( C PF2006 HO w.ee Ellm Pura �:_ Opening 0 y 2:' sr.r"' 24 i PVC Riser With Concrete Tank 2ocaPw 1l1FiP INVERT OUT SEPTIC TANK 6.83 24 Gosketed 3 - S , `'� N5230V 10 eo►i�2oov 30 eo►iz Pump Curve:._. = 4.08 Fiberglass Lid With PUMP ON ELEV. 1 7 S.S. Bolts Si J 2. 5 STORAGE HEIGHT Pump ovsrrl Rape _ m t �v Pu THE >�•R+ r AREA OF METER PR _ 12.56 SF ff T• ManNold I �} CONSULTANT VOLUME = 12.56 SF X 2.75 X 7.481 258.49 GALLONS VOL 0r �`' I ct'� onw•�v PoFt 2• Return Line t 1 min. 1 4 Tt BENCHMARK AT < -•,,,� I oL.E SET PROVIDE POSITIVE SLOPE C „i BACK To PUMP FOR �' , 4.70 NGVD29 COMPi.ETE olzw BACK , 1 EL- S rTlo� p C E INTER FXjE Ton View '(1 r waL •4 Transport ;... i �L1. PREPARED FOR ER7 , iNIN OP T A line :'".. ":.� C1 PP RE \d 1nS 79 � NCRETE _ • _ OF 0, 0.6 � tN E AdvanTex AX20 wlCorxx�l3te Tank t TH W _ � --2�. o.� Low Profile Installation) \ 5.2 ( Craig P. Zajac -- 9 1 2_ � POLE ¢iP24A • r ---N tN C SYSTEM sPEc�Ic�TIONs � 5 Doeskin Place 4. ADVANTEX VARIANCES ADAVANTD( AX20 SYSTEM COMPLETE WITH ALL EQUIPMENT AM CONTROLS SHALL. BE PROVIDED IN TITLE V SECTION 15.211: MNNNiUM SETBACK DISTANCES • -----�,��E ,. � ;�. _.�--- Framingham, MA. 01701 ?!r.,- , -'R rF- __ x J.1 ACCORDNNCE WIiH ALL TW PLAN NF'ORMATiON AI� SPECIFiCATIONS HEREIN PROPERTY LINE To SEPTIC TANK: = 10 PROVIDED = 9 1.0 REDUCTION � � 4.�= p REQlI1RED ( ) , T� E LECTRIC RISE , R .• , 4 PRIMARY 10 PROVIDED 6 REDlIC110N C I PROPERTY LINE TO SDK. ABSORPTION SYSTEM REQUIRED 1 � .,J �✓A�-_ r. *�� A COMPLETE P In NNCLUOE 1HE ADVANIEX AX20 _ , THE AOVANTEX SYSTEM TO BE FRONDED AS ACi(AGE; _ . _: J T PROPERTY LINE TO RESERVE SDK. ABSORPTION SYSTEM. REQUIRED = 10'. PROVIDED = 6 (4 REDLNCTTON) _ � WATER FIXTtJ:.E i - SYSTEM FOR A TWO COMPAR'iMENT CONCRETE SEP'T1C TALK PER MAIVUFACTLIRERS SPECIFTGITiONS. A v- FOR EXTERIOR BUIWNG w AM WITH REMOTE TElEM1ETRY CONTROL PANNEL SFWl BE FRONDED , � J , : . VERNOOAIM , T i WATER PV ` � ., 0 A E L E � _ _.0 _F 0 x a TOWN OF BNtNSTABLE CHNAPTER 360 OM-SRE S£IMAGE DiSP06AL SYSTEMS �\ 8 1 � w l` SPECIFICATIONS. ti � MEETING THE MANUFACTURERS SPEC�FIGI {' � MOUNTING � � _ � ARTICLE I PARAGRAPH 360-1 SETBM.K REOUIREME7VI5. 1 _ OF HIEAL7H ALL soil ABSORPTION LEACHING - -� eocrss t COVE,OILY to BE rs'oiuED CONTRACTOR TO SUBMIT MfAMJFACrL1RER QAT ECNICATKIIVS FOR 1}E SYSTEM EQUPMfM T17 THE NiEQUIRED. UNLESS OTHERWISE SPEgFt BY THE BOARD SYSTEMS. c i FAp SEPTIC TANKS DISPOSAL 1 It�DS, OR OTHER SENUItE DISPOSAL SYSTEM COMPONENTS HEREAFTER 1.8 F 1A011ED N PIMt101f.PIgIOE FOR �, , i 1.9 EiNflEER FOR APPROVAL Nzo u�DNa CONSTRUCTED SWILL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SWW. INTERVENE BETWEEN ANVY m \ _ L r A c" W A AL 1TRE WITHIN 1 mom OF THE STATE ETNIRONMONT ` -¢- , � A AS 3 0 CMR �_ �. 1 � ,_ pr51� CMDE�, „ BORDERING VEGETATED WETLMIO ( DEFINED COLIC AL F _ r � C , G T S T oN trOWALLAMON F S SANITARY' SEW AND/OR WATERCOURSE N(X.UDN('N J 5 MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF .. � REPRESENTATIVE ALL GAPE � / ., INSTALLATION OF ADVANTEX SYSTEM SHALL BE BY THE AUTHORIZED REPRESENT .. :„. _ BROOKS; PONDS, Sr1l.T AND FRESH I�a1TR MARSHES, BOGS. STREAMS, COASTAL'RAVINGS, LAKES OR SPRING'HIGH'WATER ,------- 3 .. . . ENVIROt�TlTAL, INC. P.O. BOX 235. YN2MOUTHIPOR'f MA., PHONE NUMBER. 508 776-6219. a.� WA ANY Y .ANY ABSORPTION ACLiTY SEPTIC n WATERS AND P�� OF SOIL t F COMNPONNEANT r i 6 , MARK OF TIDAL w ..•�� .l.Aa•gNG ... 3 _ Al 2 1 i r t i ADVANTEX APPRO V NOTE r _. r t t of PRROVIOED: 55.1 FEET ANK 65.0 FEET'.ADVANTD( aTUER 70.0 FEET PUMP CHNAMBER I. SYSTEM APPROVED FOR G'ETNERAi. USE BY DEP PLIRSIAIWT Tt) TRANSMITTAL NO )C25oe88. 0►AlE [Y ). (` ) ( ) R � _ _ 110N FOR GENERAL. USE FOR COMPLETE 61.9 FT\ fSSUAi�NCE 7 2 2012 PLEASE REFER TO THIS CERTIFICATION 75.01 FEET SITS RESERVE t Al (SAS). 1 FIN D D_ \ CB D ��[ �. � PERMIT MiFDiiANT10N AND REQUIREMENTS. ., 4 G a 1 A ,, � TIPPED HELD _ -. _ p r � ED _ � A SEWAGE LOTS MIST ... DISPOSAL SYSTEMS MARGINAL. -„ o _ _ INSTALLATION OF ONSN� ON `1� � y {/11..1..�G ARTiCLE_VIN 1. \ { c-> PARAGRAPH 18 RESTRICTIONS. SUBSURFACE DISPOSAL SYSTEMS SIiALL HAVE FOUR-FOOT OF DEPTH OF NATURALLY 360- MANTEN.. Ai�O ANCE OPERATION . � THE MAXIMUM GROUNDWATER ELEVATION. 1 � OCCURRING PERVIOUS SOIL ABOVE 1 �n A W N 1 1 r� 4 I'` PBTfO1111ED � 1 .a c,) Df1O0 1 OPERATION AND ANTENANCE x SHALL BE UNDER AN � , 1 T 115 THE.SYSTEM ALL 1 PVC RIiY;7t ro eonou . THItOUGHNOU I 5. , � 1 0 w cn OF NATURALLY OCCURMG PERVIOUS OCCURS HIGH � �, Y "�.6 ` !; �r � .• CUMMIOUr eaN �SAs (0�1) A(42EEMENT. NO O�MI AGREEl1EH1T SHALL BE FOR LESS THAN.OPE .YEAR. PROVIDED: APPROXIMATELY 1HIRFf' FEET IUTtAI.I. SDK. ABOVE THE r,t scm N La' AN TO THE � HORIZON ELEVATION AND REPLACE WITH CLEAN SAND PER TITLE V GROUNDWATER PROVIDE OVEROiG �'. �+ o 2 NO SYSTEM SHALL BE USED UNTILAN O&M A( tEEMLENT IS SUBMITTED TO THE LOCAL APPROVING c`'� 310 CMR 15.255 lO THE TOP ELEVATIOiV OF 1HE SAS TO PROVIDE THE REQUISITE 5 FT OF SEPARATION TO HIGH r G / `.. T#�5i1 ailOE A s r , ' AUTHORITY WHICH. n ' cn x , A- GROUNDWATER. �. PROVIDES FOR THE CONTRACING OF A PERSON OR FIRM COMPETENT N PROVIDING SERVICES 1 20 z� oML�'_Sff= , � ,h r* OF FED HAC.7A P CONSISTENT WITH THE SYSTEMS SPECIFICATIONS AND THE OPERATION AND MAINTENANCE O , nap. Y O I, 1 C r h c BY THE DESIGNER AND ANY SPECIFIED BY THE DEPARTMENT w � N�Eou1REMorrs SPECIFIED �pAL SEPTIC SYSTEM CONSTtiUCT10N NOTE& ,J. 1 g•0 ->~ LOT 1 R - CONTAINS PROCEDURE'S FOR NOTIFlCATiON TD THE DEPARTMENT AND TO THE LOCAL BOARD OF cc _ . o 1 _ _ •� ,� � , F MALFUNCTION OR ALARM EVENT AND FOR 1. ALL SYSTEM COMPONENTS SWILL. BE WALLED IN ACCORDANCE WITH TITLE OF THE STATE SANITARY CODE DATED 1. \ z . HEALTH WITHIN FIVE DAYS OF A SYSTEM <_ <. ooiieue e o 4 CORRECTIVE MEASURES TO BE TAKEN IMMEDIATELY. 1 AMETrOED TFIRol1GiN 7HE DATE OF THIS PLAN, ANY LOCH. RULES REGULATIONS APPLICABLE -, , IN � AN�RI. 2 , 2008, AsN v 1 ' n � ' . _ MrlSlm SIOIE CERTiFED OPERATOR _ E NAME of AN A NFKCH i►NLIST BE A MAS9�CIIUSETTS _ PROVIDES THE OPER ; � --, 1 TOR. t � t > D 4 11 -, rIe TOR THE ` D n/ � As REQUiREn BY 257 CMIZ 200 of AN APPROPRIATE GRADE THAT WILL OPERATE AND MONITOR E N �•. t -*, � m S PE3 43 2. ANY CHANGE TO THIS I'UW hIIIST BE APPROVED N wRrnNc BY THE ELEV TION INFORMATION MUST' NOT BE � ,• � n , � � PO wwT1 ' `r4 ---�_ SYSTEM. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM A7 LEAST EVERY THREE MONTHS V c o © 0R'` Q0 � N n n G R N CFNNGI D wlrnouT WRITTEN PRIOR APPROVAL BY THE ETNGNEER. , 1 _ P U ►. \ c� r AN IS AN ALARM EVENT. .. :.... N o P B 9 AND Y11AE THERE , O , 1 2 r F O �_ WALL :.. a , E 0 1 a 1. q 1 1 , 0 3 B _ 1 oP Y OPERATED AND�8. N PR AT TIMES HAVE THE SYSTEM PrroPaRL 0 _ ^ N!� v _ 3. THE.OWNER OF THE SYSTEM SHALL ALL 3. WHEN CONSTRUCTION S OOMPLETEU. PRIOR TO I�ACICFILLIMG. NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN ENGINEER ._ 0 1N`v o U c� c> OPERATION AND MAINTENANCE �. WA AN NITH THE COMPANYS AND THE DESIGNER'S OPERA y -n B0� �F LL ? MAINTAINED N ACCORDANCE FOR MSPECTTON. r c� 1 1 S m -n R w A� � >< t THIS TI'ICATION. CONTROL _ 11. � S � w REQUIi'EMIEN75 AHP CER , _ � m c. 1 � C i 1""' . J Tn PANEL �D i 4. ARY PIPING TO BE SCHED 40 UNLESS OTHERWISE NOTED HEREIN.;i ALL SANiT DISPOSAL SYSTEM PVC V COOS FOR PROPER 4. SYSTEM SHALL B£ N�RSPECTED N ACCORQANNCE WITH TITLE ETNNtaNM10RAL F- , c . ►�p�!, AND N AaCOItQAHtCE WITH THE MANUFACTURER ,n + OPERA OEP GEHETiAL'USE APPROVAL X250888 I - � _, , , c, E ➢ PORT KTs. o c 1 o.. SAS �P8ECT10N RECOMAIENIUATKINS AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED TO THE LOCAL 5. EXCAVATE UNSURABLE MATERIAL M THE C HORIZON, FOR A NORi�. DiSTAN(� OF 5 SURROUNDING THE LFACFNNG FK3D, H- E -- m c HEALTH._ BOARD OF HEN. AND WITH D 310 CMR 15 255 TO TOP ELEVATION OF THE SAS c-� � .0 t m � REFUGE CLEW SAND PER. THE � .._ OP OF WALL � 3 .7 ��T/U L ..�, s _t 1 a.o x EL s J .. THAN of 6. AGAINST FREEZING AS INFrE7V LESS 3 COVER.INSL1lAlE ALL PIPES WALL : REQUIRED C� B�T. OF v_ r POWER SUPPLY \ •.. w o. I W m a 4.5 � EL ,- MIN P(DETERMINE � PORTION N �+ 0 0 O RETAINING WALL SEE � 7. INCLUDE GARBAGE GRINDER DISPOSALS.ET � THE SEPTIC SYSTEM DESIGN O v C LOCATION IN FIELD) 7 DETAIL 2 0 f P B _ DE L r 1 � OL 10.0 T AND COMP TO .r x 8. THE CONTRACTOR SHALL CONTACT DIG SAFE A 1-•8B8-DIG-SAFE) UTKJTi' A1K:'S LOCALE ALL _ cA Sd41I14d. O .. :.BREAK OUT � M a N 1500 GALLON TWO c� V 7,090 SO 1H EL 7.79 � DOSTiNG tlTK.RIES. AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. E OONTRACTOR SHALL DETERMINE THE COMPARTMENT TANK y 10 .,.... ... f � Y START ANY .._. .� 0;16 A C I EXACT LOCATION, BOTH HORIZONTALLY.AND VERTICALLY. OF ALL E)(ISTttVG UTNlTE'S BEFORE THE OF W�ORIC. THE WITH ADVANTEX o v . . NV. IN-6. g Ck \ , n. r' „ .- SET y LOCATION OF D(ISTiNG UNDERGROUND UTIIlITES ARE SHOWN N AN APPROXIMATE WAY ONLY, MAY NOT BE L�NIED TO TFN06E - W AX20C,,�D , STONE FACE SHOWN HEREON AND HAVE NOT BEEN NOEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR g.Q.. S O. D , Z l z z �' 1 SCH 40 P ... , 2 z~.� M+D CAP WITH, W , -'" 1A0RTARED .I01N15 7O AGREES In BE FULLY RIESPONSIBIE FOR ANY AND Nl ONWAGES WENCH MIGHT BE OCCASIONED BY THE CONTRACTOR'S M TRANSPORT UNE 1 : Z Q x Z 7.0 -- , t r BELAw ceADE ' FAILURE lT) LOCATE THE UilllTiFS EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFT)RMMATiON, THE CONTRACTOR o 0 1c> c> z , CUT FIE1D STONE SO TOP OF WALL EL-8-0 � � , 110.0 1 � \ pp0� -o �` o NaN SWIU. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY IN FIELD:THE LOCATION / z - W =4.6 \ , 10.3 R 17� » - BACKSIDE 6 FLAT SOT. OF ALL EL i 0.0 i ` `' 0 �0 8 4 AGOW CONCRETE INVERTS OF ELECTRIC. GAS, TELEPHONE t a1TA,/COMM AND RELOCATE IF CONFLICTING WiTH PROPOSED INVERTS PER THE 3. F- - LF�1.5 SCH 4D )( / �, / m m < 8.75 $ y � ., -_ WALL MrD oeIENSION ENDS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROLAND UTILITIES AS REQUIRED. Q a ADVANTEX A)20 FILTER PERFORA o -__ iS 4•AS SHOWN e5 � o 2 SCH 40 PVC DISCHARGE UNE 4 � � ,10.2 7.0 � _ TP1 cr1h 9. THE PROPOSED unim ca*ECT►(NIIS SHOWN HEREON ARE SCHEMATIC. FINAL. LAYOUT SHALL BE AS DETERMINED BY THE N _ S ESER , CB/D H • 1r O Ew. !. R x x ;. µ /O t m N N U »" » _ 5, � COMPANY. z z z H * APPROPRIATE UTILITY T LD. X 9�6 TALL 4 f HELD a cn METER PI 48 _ 1 � _ r 8.5 �. � . ... . J d VENT i . . 5 i r L y M W TAI . . 1 SM SEE T)E L . .CONCRETE H.PRECASTC o • r 8 . . RETAINING ERVIOUS BARRIER 1�.TEE. . a►• 10. 5 Ts.2s5 THE RECOMMENDED DISTANCE FROM THE .. . . .. . .. .. ..•..•..•.. •. 0) � � P Y 1 PER TITLE SECTION ALL/IMP W m o #201 •. .•. .-. .... .• .. .. WA r 14 LFN1.5 SCH \40 PVC ��.,•� :..:• . •: •: NOTE ; RIVE - , awls Caw TO LS TO THE BARRIER SHOULD BE 10 FEET PROVIDED S FEET , . .. .•. ..• •..•,.•.• .. . Or1 D � .. EDGE OF.THE .SOIL ABSORPTION SYSTEM CLOSEST 48 :.•. .9 C� f*� ro ILL ear�lerEJMtE enwiel SS MAIN 6• - 1r eaaw tow` W W Q W 2 Cu FORCE !. . p S� , TOP BEY SET IS 7A . . � or ac o � X �. :1Y 1V•� cJ" �� i \ FOE friMOE to �G S 35 5. , s BEY.ON Uir SIDE OF WNW WILL «: � N N W M INSPECTION PORT SEE DET�L SEP �7 n - S LEACHNG AREA 'REQU�EMENTS •5 � 1P� - , i FY THAT IN APRIL 1995 i HAVE PASSED THE SOIL EVALUATOR .EXAMINATION APPROVED BY THE N �. � .F z 2 LF-1.5' SCH � O MANIFOLD 8 9 6 t \ TOP'OF WALL rW v :' NITROGEN LOADING UMITATION: CERTI �`+ m m EL=8.25 6 '',: DEPARTMENT OF ENVIRONMENTAL' PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME FORCE MAIN CLEA1 OUT. SEE x IR It 6.5 amrre( ) BOH REG. 360-045, SALT WATER ESTUARY 5.53 ,ROL VAOts• BOT. of WALL W .,s.: { CONSISTENT WffH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 } DETAIL #2418 76.5 SF LEACHING -5.9 -� µ• it o/iC Eve > .. �. EL LEGAL BUILDING LOT 330 GPD ALLOWED 1 t » , •...,... o R o m G. : �, � �.� ,. .. N to N � � ._ - I I ,. BED W 2 1.5 SCH EPDM IMPERMEABLE �3ARRIER PER / 6.1 -� Ylrt �•. •:•- 1 BEDROOMS ° x tN -_ RESIDENTWL. SIGNATURE DATE TOP OF 40 PVC PERFORATED ,, _- MA �1 x O TITLE V REQUIREMENTS. DISTRIBUTION PIPES TER METER WAtE� & ,At1 � BARRIER_E.LEv� ,te-�- a os� .-- .':�:•.:: ______X-1 10 GPD/BEDROOM z ` �.�' AND STONE. SEE +vATER SHUTOFF o W P G"�- SIX LOW P-1S,6T8 DATE • 08/20/12 --- 5.�32 �.9 �` ,. .�-� ENT r� •.•� .:•. ..� '. � : '.:: � TOTAL DESIGN FLOW = 110 GPO 5 , ETAIL 211. M . .. .,. , :.--- TOP OF WALL EL 8 2 IiE N r i AVE rI. ... , ; .• , . • SHEET TITLE 1 yN F P BOT. OF WALL EL=5.5 1 CAVAtTEI A�8 M A E o GARBAGE GRINDER NOT INCLUDED - N/A BARNSTABLE tax - - �, GAS .i- EDG 1 �� G • OVERDIG DOWN TO W _ 9 oxN � N � _ SOIL EVALUATOR. t6 LF 1.5 SCH �o /i PERK RATE - <5 MIN. INCH CLASS 1 BOARD OF HEALTH AGENT. a �40 �. ,, � ( ) Septic stem Plan and ao PERFORATED LATERAL , G� HORIZON, 4 PL G v.2 1 t- LIAR 0.74 GPD/S.F. SIEVE WILSON, P.E. NAME. DON DESMARAIS ; SErGEN REMOVE EXISTING IRRIGATION ■ V_ G PIT AND 0 .. 1, sYSTEM � WATER SERVICE. R \_�lf WE NEr�ivano eons M LEACHING AREA OF SAS. REQUIRED, PIT: PIT 4 P I IN, TEST PIT 1 TEST PIT 2 TEST 3 TEST Pro ��e CONSTRUC'TLON NO CONTROLS M I�'.t 110 GPD/ 0.74 GPD/S.F. 148.6 S.F. MIN. o ems'--- r ?-� r.K�oNaETE To ee a000 Pa. _ G.S.E. 6.1 G.S.E. 5.8 G.S.E. 5.6 G.S.E 5.4 N -�= y- `. Z asGW0E�u BE%VA=9iauo OR flaum W"awe.eowaw i`� _ �� #�') F uTILiTY P Caswaln TO 0-1�. 50% SIZE REDUCTION FOR I/A SYSTEM =148.6/2=74.3 v i t 1 tC� 6. A 10YR 3/3 : LOAMY SAND A : 10YR 3/4 LOAMY SAND A ; 10YR 4/3 ; LOAMY SANG A ; 10YR 3/3 : LOAMY SAND SHEET N O '� wtoF tW PROPOSED SYSTEM. WITH FED STOKE FACE NT3 LEACHING BED CONFIGURATION 9 ELEV 5.35 10 ELEV 4.97 9 ELEV 4.85 9 ELEV 4.65 OH o- FETA�lO WALL LEACH BED WITH 2-1.5 SCH 40 PERFORATED PVC - 3LOO `, OH Iltq L'7tlTAIL B , 10YR 5/3 , LOAMY SAND B . 10YR 4/4 . LOAMY SAND B , 10YR 4/6 , LOAMY SAND B , 10YR 4/6 . LOAMY SAND IZDJ7 x 6.2 Nv� DISTRIBUTION LINES AND STONE: SEE DETAILS HEREON N �•. , - ,,�ti _ , , X 1 2 14' + 18.4' = 76.1 SF 180 ELEV 4.60 20' ELEV 4.13 .. 18' ELEV 4.10 19' (ELEV 3.82 D A T E : 08 30 2012 --- WATER GATE �H`�' TOTAL EFFECTK LEACHING AREA = 76.1 SF 10 0 10 20 o _ BENCHMARK AT MAG ' C ; IOYR 6/7 ; MEDIUM C 10YR 7/4 ; MEDIUM C ; 10YR 7/8 ; MEDIUM C 10YR 7/4 ; MEDIUM _ 60 SYSTEM DESIGN CAPACITY=76.1 SF x 0.74 GPD/SF X2=112.6 GPD SAND SAND SAND SAND � '; `� , u W----'�"_;v--` ,•.,�'' NAIL SET , = -1,07 SOW ELEV -1.27 SCALE IN FEET -- RIN` L - _ SEPTIC TANK SIZING. 110 GPO x 200x 220 GAL 78 ELEV -0.4 81 ELEV 0.95 80 ELEV 7.1 -MONITO G WELL EL 6.22 NGVD29 1G.W. 66 -0.1 S C A L E: " _ USE 15M GALLON TANK MIN. . G.W. 9 69 ELEV 35 ORS. G.W. O 69 G.W. O 67 0.02 ORS. G • 1'°=10 _ 1 I �-- SEE 3/15/2010 . ` N HYDRANT .� 11 Perc O 48 ELEY 1.4 • 1 LETTER PerC O'48 (ELEV 2.1/ DRAWN/DESIGN BY. SDM CHECKED BY. AWE. I � _ a N :- - �M-`'f f MIN IN RATE <2 MIN IN .. ON '"._ I T 1 B ROOM RATE= <2 / / O ITI.1 ITV PO E LOT SHALL BE DEED RESTRICTED 0 BED CLASS I SOIL ' CLASS I SOIL J O B NO: 2012-010 C A D D FILE: 2012-010-4ff. N O BAXTER NY E ENGINEERING �. 1 s--so•ELBOW >. & .�. SURVEYING ,.5 LATERAL 3/8- DIA ORIF,cE BOTTOM OF _ (O'CLOCK)) SPACING VARIES flow A� PIPE a (o � 1.5PR" DIA RESCH 40RIBUTKXN dosed valve open valve - LATERALAir Valve Brooker Inset* f c � 1.5- DIA SCH 40 PVC 2• MIN THICK LAYER OF 1/rM 1/2- DOUBLE Pumps on, flow doses valve � � Registered Professional Engineers A � 1 PRE DISTRIBUTION WASHED STONE (PEASTONE) . s and Land Surveyors rqpA MANIFOLD TO BE MANIFOLD (SEE DETAIL) Pumps off. valve condition open 2 FT DIAM. RING w/ 12- ACCESS > 1.5- TEE BELOW LATERAL ELEVATION to allow air flow into SAS. OPENING AROUND C EANOUT RISER ORIFICE SHIELD (SEE OETALL) 78 North Street - 3rd Floor 1.S MANIFOLD THREADED CIZ N OUT END CAP j 3 Hyannis, Massachusetts 02601 SECTION A-A s-o.00so s-o. '-'/a�w�"ouT • � � Phone - (508) 771-7502 _� _�_ Fax - (508) 771-7622 FLOW g CAP NUT -—-—--- —-—- -— B s www.boxter—nye.com « 1.5-->a0'ELBOW 1.5- SON 40 PVC DISTRIBUTKN ENLARGER STAMP. d� r STAMP AM 3 DIA SCH 40 I - n ?� PVC VENT MANIFOLD. � A A - lJ1TERAL TOWASLOPRDS VENT PIPE L� APPROVED SEPTIC FILL TDWARDS WEEP' HOLE _ a, R. V. r. SECTION 'B—B 3/4'TD 1 1/2" DOueIE WASHED STONE TO ALLOW FOR f � I DRAINAGE OFF a 0TEE CONDESAT PARTIAL PLAN VIEW 1s•�ns•xls- K>rL. PLAN VIEW f � 3Q PROVIDE 1/4 WEEP HOLE 1.5- DIA PRESSURE DISTRIBUTION FINISH GRADE AIR VALVE BREAKERy,i LATERAL 1/rM 1/2- DOUBLE b s WASHED STONE (PEASTONE) —1.5- SCH 40 PVC OMTRIBUTION MANIFOLD 4.7' "THIN 3- a ; 1.35' 2.0' 1.35' OF GRADE 1 CONSULTANT 5 PVC it •:°°�A$ bA$• 20-1? • �,ro$r bA$�4: '. •�• 1 SCH 40 t r-w ELBOW 1.5- SW 40 PVC DISTRIBUTION v SCH 40 PVC 45 1-1/Y SCH 40M IFave Mob LATERAL EWow - RoobvI d 0�10E BPACNO DETAL , e n �pP �Q CONSULTANT d mod) 3/4 e D �, 1.5-x1.S-x1.5- TEE LATERAL LENGTH No OF SPACNNG FROM EACH PM,� ORIFICES TRENCH END 1 16, 4_ 4.0 2.0' SECTION A-A --�-- — — APPROVED SEPTIC FILL 3 4-M 1 / 2. DOUBLE , i m CLEAN OUT SECTION A—A WASHED STONE 2 14 4' 3 1.7s ORIFICE BEHELD (SEE DETAIL) PREPARED FOR : C- PRESSURE DISTRIBUTION MANIFOLD N.T.S. C- PRESSURE DOSED TRENCH SECTION KT.S c- FORCE MAN CLEAN OUT N.Ts. c- ORIFICE SHIELD FOR Wl DIA PIPE N.TB Craig P. Zajac 210 DETAIL 211 ��TAIL �LTAIL L7LTAIL 5 Doeskin Place Framingham, MA., 01701 24- DIA NOTES: 1. BASE SECTION SHALL BE MONOLITHIC MATH iv �,�•, :,..-... A 48• INSIDE DIAMETER. 1— 2.CONCRETE SHALL BE COMPRESSIVE 48 DIA. MANHOLE �j I STRENGTH 4000 PSI TYPE I CEMENT ALTERNATE TOP SLAB 3.ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WATER- (STEEL REINFORCED) PROOFING MATERIAL • FINISH 4.JOINT SEALANT BETwEN PRECAST SEC'IfOMIS GRADE 8• 24- DNA. 8- SHALL BE PREFORMED BUM RUBBER. ACCESS 5.WATERTIGHT MANHOLE FRAME AND 1 COVER SHALL BE SET IN FULL MORTAR BLED. SEE ADJUST TO GRADE MATH CLAY BRICK AND NOTE MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAMUM) Z INVERT IN - SLR PLAN w SEE PLAN FOR FORCEMAIN INVERT OUT. PROVIDE FLEXIBLE WATERTIGHT CIO GASKET OR SLEEVE O �o occ a N V � SEE NOTE 4 bl C) N Qr DIA. MANHOLE - O 0LIJ Z J }}yy 12•Pfl F— t7i LU m O G � � m 0. C4 V 12• COMPACTED GRAVEL BORROW W W Z COMPACTED SUIiGRADE K Z c0i 0 ¢= 0 O C- PRECAST MANHOLE (SW PUMP CHAMBER N.TS ¢ 0- 0: 20/ DETAIL z z N 0 N 0 U (� .-i ZO:5'_ a] WW Ln LLIW 0 X LJ W Lnszz W Z M M N N W H In In C,4 0 0 ME 3 3 } to cn cn a] �i Z E SHEET TITLE CID Details ai M O M N M SHEET NO 3 0 0 0 C4no ,L N N DATE : 02 05 2013 �3 0 0 SCALE : NTS DRAWN/DESIGN BY: SDM CHECKED BY: MIME 0 N N JOB NO: 2012-010 C A D D FILE: 2012-010-K .1 O N i Cl. SET MNNNOLE FRNE TYPICAL SYSTEM FLOW TRAINCM'O NOT TO SCALE & NOTES: S SWU BE WA MMSHEp BAXTER NYE �- F GRADE OVER LEACHING TRENCH : 9.7 "_• 1. SYSTEM IS Ma DESIGNED FOR H2O VEHICULAR LOADING. ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL FNISFIED GRADE D. 80X 10.0 COMPACTED CR ._:.. INSTALL ONE INSPECTION PORT IN APPROXIMATE TOP OF 24' DA TOP OF D-BOX tl M. 36 FINISH FLOOR s 13.0 WATER TIGHT r9 23 _ 2' LAYER 1/8101/Y MANUFACTURERS ACCESS SET DOUBLE WASHED STONE RECOMMENDATIONS TO GRAM PROPOSED GRADE 8.25FI;IAME OR FILTER FABRIC 1 - ADS BIODIFFUSE2 _ -SET TO WITHIN 6' OF FINISH GRADE F1ttST 2' (PO BE Lt11El) CFYIANER TOP LEACHING CHAMBER •� ,' 69 Registered Professional Engineers RISERS & COVERS SHALL BE WATERTIGHT GRADE OVER 2• 4LF ^' 4' SCH. 40 PVC O 2.00% PVC CHAMBER SC 40 30 FINISHED and Land Surveyors PIT = 10.0 1.5' SCH 80 NV N=8.51 :► w 6' s<IwNP _ 78 North Street - 3rd Floor FINISHED GRADE OVER TANK = 8.0 1O 9.0 INLET TEE TO 1' Ww' Une Transport ABOVE OUTLET ELEVATION ' • �i v RUN 4" SCH 40 PVC INSULATED a PROTECTri LIne 1/4"r Pert. for '••. .' :. w " Hyannis, Massachusetts 02601 AS NEEDED UNDER PIPES FFi'oAl FREEZING TOP TAW E = 7. 3• MIN. Discha Droinback. Forcerrwin � 3/4 TO-1-1/2 DOUBLE HOUSE AND SWEEP Assembly .� to slope back to W WASHED - :.. . .. UP ESTIMATE L=3o -- g. 3 LFN4' SCH 40 PVC OS= a0x pump. STONE BASE Phone (508) 771-7502 ` UFT.P PROVIDE COVER L-3 -- - - _►TO MANIFOLD D S I RB J" BOX Fax - (508) 771-7622 AS NEEDED. S-2.00% NV N= 6.5 = PVCFloat Assembly 10 MN., v OUT- 625 '; (1.OX MIN ALLOWED) k• Model MF3A ROTONDO 08-3 OR EQUAL EXISTING SOILS TO BE REMOVED TO THE C 5' MIN HORIZON" - SEE CONSTRUCTION NOTE f5 WWW.baXter-nye.Com z TO BE INSTALLED ON A LEVEL STABLE BASE EFFLUENT FILTER Ho Water Moan On - 4.58 I HEREON. : 14' g Pump On - 4.08 t ADJUSTED HIGH GROUNDWATER ELEV 2.0 • 6' CRUSHED �- . Pum OH - 3.83 • STAMP STAMP ri47E: REINFORCED CONCRETE-, STONE BASE MONITORING WELL USED FROM 2U33 LONG BEACH ROAD ��%���of OBSERVED HIGH GROUND WATER ELEVATION - 1.95 BOT TANK E _ • . . : 2Y V, :tiy {• - �: .:° - SEE LETTER DATED 3/15/2010 ON FILE AT HEALTH DEFT. Ply $PEC�K'rATIONS Z Float Functions r GRADE AT BOT. PIT _ SIMPL[7(ING PUMP SYSTEM COMPLETE WiTH ALL w SOS.' ABSORPTION SYSTEM (SAS) Y High Level .Alarm EQUIPMENT AND CONTROLS SHILL BE Pt201AOED IN " E� 1 -COIiIPARTNIM SEPTIC TANG High Head ACCORDANCE WITH ALL THE PLAN INFORMATION AND LEACiHM CHAMBER ITYMAU � QALLON (� ROTONDO ST1500 OR EQUAL B Pump n Pump SPECIFICATIONS HEREIN. ' cl TO BE 067AtiFD ON A LEVEL STABLE BASE R P 7.3 Inc 1°3 SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY METER PIT 48 DiA X THE PUMPS SHALL BE RATED AT A MINIMUM TO DELIVER FINISHED GRADE PUMP DOSING VOLUME 96 HEIGHT PRECAST 23.5 GPM O A TOTAL DYNAMIC HEAD OF 12.4 FEET. DAILY FLOW-110 GPD SMH. N 3 4"-1-1 2" 36"MAX.-9"M N. �� �� COMPACTED FILL DAILY FLOW/DOSE TO SAS = OF DOSES CONCRETE N / / M 1 r THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD . DOUBLE WASHED STONE 2 LAYER DOUBLE WASHED . . . . ... ... . . . . . . ..... ... . . . . . . . . .• TOP OF CHAMBER 110 GPD/ 23.1 GAL PER DOSE TO SAS = 4.8 DOSES PER DAY PUMP MODEL PF2005, h HP, 1 PHASE/230 VOLT OR EQUAL. THE PUMPING SYSTEM TO BE PROVIDED AS A STONE 1/8" TO 1/2" PIPE INVERT COMPLETE SIMPLEXING PACKAGE. INCLUDING, BUT NOT CD N BIODIFFUSER 11'STANDARD z CONSULTANT SYSTEM DRAINBACK VOLUME (1 CF : 7.48 GALL: LIMITED TO: METER PiT, WATERTIGHT ACCESS HATCH. n LEACHING CHAMBER 3/4" TO 1-1/2- `t 1.30' 4 L.F. DELIVERY PIPE 1.5 DIA = 0.4 GAL. DISCHARGE ELBOW ASSEMBLY, VALVES. FLOATS do in DOUBLE WASHED k0 EFFECTIVE PIPING. AN ORENCO DEMAND DOSE CONTROL PANEL OR N TOTAL DOSE VOLUME EQUAL SHALL BE PROVIDED FOR EXTERIOR BUILDING STONE MOUNTING MEETING THE SPECIFICATIONS PROVIDED N 23.1 GAL DOSE TO SAS + 0.4 GAT. DRAINBACK WITHIN THESE PLANS. = 23.5 GALLONS - VOLUME PUMPED PER DOSE � �3_535 6.33 3.535'OONiR/rCTOR TO SUBMIT PUMP CURVES AND13.4 CONSULTANT MANUFACTURER DATA/SPECIFICIATIONS FOR SELECTED PUMP AND SIMPLEXING SYSTEM EQUIPMENT TO THE D �2.25' 2.8' 2.25' 1 BENCHMARK AT ENGINEER FOR APPROVAL PLAN VIEW - PRIMARY SAS SECT70N DRILLHOLE SET NOT TO SCALE NOT TO SCALE UOPERATM Me EL : 4.70' NGVD29 cC1lON5 PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TiTLE tERs xTEf,DFD v ENVIRONMENTAL CODE FOR PROPER OPERATION AND ELASTIC LEACHING .CHAMBER DETAIL caTY ��N 71A WING NAtU IRECOMM RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION , ^anP` c ADS-BIODIFFUSER 11" STANDARD PREPARED FOR t %� F:coNCR�,E -0.6 REPORTS SHALL BE SUBMITTED TO THE LOCAL BOARD - LAYUP LENGTH 76 PER UNIT OF HEALTH. O PLAN VIEW - RESERVE SAS \ _ =---2_ -o.z r EMERGENCY STORAGE NOT TO SCALE _ 2 POLE #P 2 a A GREATER THAN 1 DAY STORAGE PROVIDED IN PUMP CHAMBER � ,,_ 203.9 GAL > 1110 GAL (DAILY FLOW) Craig P. Zajac 5:3 ._.._----- INVERT OUT SEP7<1C TANK � �.� . J Doeskin Place rnn,n cTc �- a 5.1 1 PUMP ON ELEV.`. • Rom, A2-7 � ".f`-ELECTRIC RISER �' r� STORAGE HEIGHT _ 2.17 13.6' Framingham, MA., 01701 c I \ ONCRET� 111 AREA OF METER PiT • 12.56 SF RETAINING WALL 4 WATER FIXTURE ,' 1 VOLUME 12.56 SF X 2.17' X 7.481 - 203.9`GALLONS ' -- � v. y�ID� A T 1\ x1.2 WATER L raE x 4.g 5.� . �.� � \ �,. ;� ! � LOCAL VARIANCE Y -ti \ x � TOWN OF BARNSTABLE - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS ARTICLE 1 - PARAGRAPH 360-1 SEBACK R£OUIRE ENiS REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE BOARD OF WAUH, ,� v- ------�" ,' W P�- ALL SOIL ABSORPTION SYSTEMS, LEACHING FACILITIES SEP11C TANKS QSPOSIIL FIELDS OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS ,� 1 '~� f _n r" ~. _g ACC_---t;� � 2- k h e �C G F o o 3k,,11 DING SE, SSON� HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SWW. INTERVENE BETWEEN ANY BORDERNrC VEGETATED WETiA ND (AS DEFINED WITHIN 310 CMR 15.002 OF THE STATE � � _y ;--�--`` o ,.�--. �, ' QMAROPI�IENTAI CODE; TiTLE 5. ANMMUM REQUREIiENTS FOR THE SUBSURFACE DiSP06AL OF SANITARY SEWAGE) AND/OR WATERCOURSE NIG BROOKS, PONDS. SALT AND FRESH WATER Ns1RSFiES, BOGS, STREAMS. ' F �' - �y ~� z , ; mil- _ coASTAL L3urNics. LAKES OR SPRING Ii1GFl WATER MARK of Ti(>r1l WATERS AND ANY PORTION of ANY SOIL ABSORPTION SYSTEM, LEACHING FAI�UTY, SEPTIC COMPONENT � 5_ - � l � Al 2 �z � l - I ~ a L _.5 5, � __47.85 FEET ANT( 59.88 FEET PUMP CHAANER 67.32 FEET D-BOX), 68.83 FEET SAS 58.5 FEET - �--Q � ~ \ \Qa 1 FiElD SiOfE FACE •'S--�--.r--�I-c- , .. A 1 All- - r.i I - N - v -.� "• AND CAP � , � �-_ ~ t / c- <. C B/D H FN D MORTARED JOM'rt7 TO ARTICLE VII - NSTALt�1Ti0N OF ONS11E-SEWAGE DiSP06AL SYSTEMS ON MARGINAL L015 - 4.2 W, p. l 7 - -� �+ , i c? TIPPED - HELD _ L. r R �I G 0 , A i _ , E t2 eElOyl GRAB PAN 360-18 RESTRICTIONS. SUBSURFACE DISPOSAL SYSTEMS SHALL HAVE FOUR FT�T OF DEPTH OF NATURALLY OCCURRING PERVIOUS SON. ABOVE THE 1WOAIUM GROUNDWATER ELEVATION. _ tc� >, " CUT � SrOM 90 PROVIDED. APPROXIMATELY THREE FEET OF NATURALLY OCCUIRING PERVIOUS SOIL OCCURS ABOVE THE HIGH GROUNDWATER PROVIDE AN OVUM TO THE 'C' HORIZON ELEVATION AND REPLACE WITH CLEAN SAD PER 1 4 8 4 IS Fu ~ �� TITLE V - 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS 1T) PROVIDE THE REQUISITE 5 FT OF SEPARATION TO HIGH GROUNDWATER. � �� J �� X 5.1 1 15 4' AS SHONRL \ , F r GENERAL SEPTIC SYSTEM CONSTRUCTION NOTES 1 F .-+ , n µ O If O/C E.tr t► -� a G DECK t 1 z 1. ALL SYSTEM COMPONEINTS SHALL BE INSTALLED N ACCORDANCE WITH TITLE V of THE STATE SANITARY CODE DATED APRIL 21, 2006. As AAENOED THROUGH THE DATE of THIS PLAN. ANY LOCAL RULES ._---� REGULATIONS APPLICABLE. v a5 \ t 2� �� z • t!0 r c \ C r o ` l Q ��G�RP.10� •� �o to sE etnvot i et i uo r 2. ANY CIANGE TD THiS PLAN MUST BE APPROVED IN WRITING BY THE E1 . ELEVATION PFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE o v ,-, ,, :� , .� , � ,�/ 28.0 1 rn , , �, � �Ear sEr a a� `:. soE aaNE 0 c I o z eo110M W EIMM 2C MW WINE 3. WHEN CONS7RUCT11 N�1 IS COMPLETED, PRIOR TO BACKRUJNG. NOTIFY TW BOARD OF HEALTH AGENT AND DESIGN ENGINEER FOR NSPMJONcc EL�7,Y0�.� � �.ING' o z0".ON Low WE OF FJMWM WLL o TO , OF WALL BO`i. ( YMAl1 f�E` _ m • c D c� o _2• oonc` N r� r L=7.0 rEL.�6.t) SED w'�,QN ! _ �= m coWx Drat 4. /Vl SANITARY OISP06AL SYSTEM PIPING TO BE 4 SCHIED 4o PVC. UM.ESS OTTfRWISE NOTED HIERON. t c` 1 ', WALL ! r + u 1 w Q SOT. of �, = PR LAND , - cT�a �:: : m Z -' EL`-5.0 00 FOPOS W :!:.:- 5. EXCAVATE UNSUITABLE MATERIAL TO THE 'C HORIZON'. FAIR A HORQ. DISTANCE OF 5' SURROUNDING THE L E40M FIELD. AND REPLACE WITH UM SAD PER 310 CMR 15.258 TO THE TOP ELEVATION OF THE SAS. C� o ` o c 1 c`� PRNOANG `Y 3-M i-: l 6. NSUUTE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. �-- •-• -; N T ?�R. 5 AIRS n r'� < rn j r" o ,•: 7. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRADER DISPOSALS. w W ' p I k7 C a 11.0 _J GALLON r '� ' E :.- ,• ,• • AT 1-M-DIG- AND UTIM COMPANIES TO LOCATE ALL EXISTING AT LEAST 72 HOURS BEFORE f- c� _ T � .. . . 8. �@4� IIIE CONTRACTOR SHALL CONTACT DOG SAFE ( SAFESvITL1ITFS, THE START OF CONSTRUC110N THE CONTRACTOR P11C TANK i i7 = SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY. OF ALL EXISTING UTILITIES BffORE THE START OF ANY WORK. THE LOCATION OF EXNSiNG UNDERGROUND UTILITIES ARE SHOWN IN AN - S E T-nV r \ 3 0 E 1, 7 o APPROXIMATE WAY ONLY, ANY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR iTS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE ~ D \I �.!� INN. 1N=6 5 9R�q x 5. 0 t _ FOR ANY AND ALL DAMAGES WHICH MKA�IT BE BY THE CONTRACTOR'S FAILURE TO LOCATE THE UITLITiES EXACTLY. IF ELEVATION INFORLIATION DIFFERS FROM FLAW NFORMA710K THE CONTRACTOR SH ALL NOTIFY F- o I KfQU THE ENGINEER ASIEDATELY FOR POSSIBLE REDESIGN. AT UTILITY , VERIFY N HELD THE LOCATION / NVERTS OF ELECTRIC, GAS, TELEPHONE & UATi,/COMA1 AND RElOG1TE IF CONFLICTING WITH PROPOSED U •..�I i o t RETAINING WALL SEE ( � �.. Q• $ 8.g9 A tz•tnoE a�.Y ALNNC won+c Bona INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SW111. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. w DETAIL20 a 0� OF-WALL ..�...... 4 , � •.. . I. ,�ee 3oDD vsL 41110 9. THE PROPOSED unnY CONNECTIONS sHowN HEREON ARESCN•EMATiC. NFINAI. uYour SHALL BE As oETERMnNED BY THE APPROPRIATE urnm COMPANY. O O C FC=8.4 n ` , Q \ l 1 �\ 03 2.SU9mm swLL eE wtaEt atouio dt t�tACE tsm Wwla odwowOD ?B T. OF WALL , o0W0=W 10�Asn D-13W. _ ►, - s 10. PER TITLE 5 SEC" 15.2M THE RECOMMENDED DISTANCE FROM THE RETAINING WAL!/IMPERVIOUS BARRIER'TO THE EDGE OF THE SOIL ABSORPTION SYSTEM CLOSEST' TO THE 84MM SNOl1LD BE 10 FEET. IL N V EL 4.5 1�•18` ^h �6ACK \ ,, o PROVIDED• 9 FEET OF WALL , 20 �� s , ,, 0- RETAla�10 WALL WRH FELD STOKE FACE KT.S POWER _ _, ��� ' 7. ,- , Z 12 �" ` LEACHING AREA REOLF EMENTS An e . OF WALL SUPPLY t -,- r Lae lDltTA1L a ' 10.3 R� NITROGEN LOADING LIMITATION. o = �} ; DEWP �, BOH REG. 360-045, SALT WATER ESTUARY Z 9.7 t z o o > t- z METE ,IN PIT TP4 -' '_. 7.0 o LEGAL BUILDING LOT 330 GPD ALLOWED Co 0o Q a_ c D-BOX 1 1 v I' TP 1 p CB/DIN Pr 1 M$ w '� a k'o �o __-5 9.7 w x 5. 1 ! ' \ RESIDENTIAL.: BEDROOMS a a S" l L 1 0 HELD kn kn `� v U r 2 x 110 GPD/BEDROOM z z Z Z z^ K_ �b ,�• pRopO ,� 5 5 g�, UQ1_ ' 13 a pRAVEWA Sr y TOTAL DESIGN FLOW = 110 GPD a a a r w \ NSP cnoN 1 rn GARBAGE GRINDER NOT INCLUDED NIA N N N N I E 1 � � � ) / S g S�s s 8.90 1 110 PORT 33 55 W w w _ Z cr w PERC RATE = <5 MIN. I INCH (CLASS 1) o o r, TP 3 x,/' S - LTAR = 0.74 GPD S.F. kv NIA w EPDM IMPERMEABLE \5.63 -TOP OF. / I CERTIFY THAT IN APRI 1 1 HAVE P THE SOIL EVALUATOR EXAMINATION APPROVED BY THE N ~ \ _ s CERTI L 995, VE PASSED E a 10. 4 BARRIEh PER TITLE v la , I� E� 8.75 �` , s.s MIN. LEACHING AREA OF SAS. REQUIRED. � `" REQUIREMENTS. TOP OF "5.53 ,BOT. OF WALL W _ DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME ; N o .4 1 N STANDARD 11 RCL vA.LVEs' �-- 110 GPD/ 0.74 GPD/S.F. _ 148.E S.F. �IIN. x EL=5.s - CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 iri BARRIER ELEV=8.7 BIODIFFUSER ` 6.1 i t >- r, _._=_`- X ,A P�lv -! n1 E. PROPOSED SYSTEM: `v3 CO N 1 ALEAND STONE- ING B aTEP METER 9� ,-� PRIMARY SAS. O -/.. ' C ''.._ W P,'�rC-? 4 ,A . .,�--x s `. SIGNATURE DATE ,1 TOP OF WALL .,_� EXCAVATE A 5' HATER SHUTOFF Vti P0, C, O EL 8.75 5 32 C►VERDIG DOWTV-To 5•g �` e- '' _/�=MEAT CHAMBER SYSTEM CONFIGURATION M z ` , IN _ - cE P A 80L L0a5 P-1S,6T9 DATE • 03/20/12 BOT. 5� "c"HORIZON EL EV. ' a� rr.P 1 N BIODIFFUSER CHAMBER - 11 STANDARD `N 972 G y G EDGE AORLSTRU, SEE GENERAL 7.3 FT X 13.4 FT X 1.30 FT. SEE .DETAILS HEREON. : SHEET TITLE ■ N BARNSTABLE PTiC SYS 1 oTE % .2 P D sIDF WAL(. AREA: �(13.4' + 7. X 1.30' = 53.82 SF SOIL EVALUATOR: BOARD OF HEALTH AGENT: EXHIBIT w Conventional W0� REMOVE WATER �' BOTTOM AREA: 13.4' z 7.3' _ 97.82 SF STEVE WILSON, P.E. SERVICE. PIT, METER. `' TOTAL EFFECTIVE LEACHING AREA = 151.64 SF NAME: DON DESMARAIS - SHUTOFF AND N TEST PIT 1 TEST Pff 2 TEST PIT 3 TEST Pfr 4 Septic System ' ALT,#2 IRRIGATION CONTROLS /f SYSTEM DESIGN CAPACITY=151.64 SF x 0.74 GPD/SF =112.2 GPD G.S.E. = 6.1 G.S.E. = 5.8 G.S.E. = 5.6 G.S.E. = 5.4 o U���O s.s / RESERVE SAS: A ; 10YR 3 3 ; LOAMY SAND A ; 10YR 3 4 ; LOAMY SAND A ; IOYR 4 3 ; LOAMY SAND A ; 10YR 3/3 LOAMY SAND SHEET NO CHAMBER .SYSTEM CONFIGURATION / / / 1 N BIODIFFUSER CHAMBER 11` STANDARD - 9• ELEV 5.35 10` ELFi/ 4.97 9` ELEV 4.85 9` ELEV 4.1i5 S 7.05 FT X 13.6 FT X 1.30 FT. 2nO x s.2 �_�- � SIDE WALL AREA: 2(13.6' + 7.05� X 1.30' _ 53.69 SF B ; 10YR 5/3 : LOW SAND B ; 1ln'R 4/4 ; LOVIMY SAND B ; 10YR 4/6 ; LOAMY SAND B : 10YR 4/6 ; LOAMY SAND ___--- N -___ WATER GATE ONAW- - 1`i BOTTOM AREA: 13.6' x 7,05' 95.88 SF 180 ELEV 4.60 20" IM 4.13 18` ELEV 4.10 190 ELEV 3.82 DATE : 08 30 2012 CIABENCHMARK AT MAG TOTAL EFFECTIVE LEACHING AREA = 149.57 SF 9 ,- \ �`,�.r NAIL SET a , C�,�, ___ ���--`�'`� SYSTEM DESIGN CAPACITY=149.57 $F X 0.74 GPO/SF =110.6 GPD C ; 10YR 6/7 ; MEDIUM C ; 10YR 7/4 ; MEDIUM C ; 10YR 7/8 ; MEDIUM C ; 10YR 7/4 ; MEDIUM 10 0 10 20 SAND SAND SAND SAND J,r ni _t�!vNITCRING WELL , El = 6.22 Ncw29 SCALE IN FEET o ON` ' HYDRANT SEE 3/15/2010 SEPTIC TANK SIZING: 110 GPD x 20OX = 220 GAL 78 IM -0.4 81 ELEV -0.95 80 ELEV -1.07 80 ELEV -1.27 ',� , LETTER USE 1500 GALLON TANK MIN. OBS. G.W. O 69 ELEV 0. . G.W. O 69 0.05 CBS. G.W. O 6 0.02 OBS. G.W. O 66 -0.10 SCALE : 1"=10' o c rs, �, Pe�c 0 48` ELEV 2.1 Perk O 48" ELEV 1.41 -` � ) � / DRAWN/DESIGN BY: SDM CHECKED BY: WE UTi`IT,' FOL_ -F,:` /` tl RATE- <2 MIN IN RATE- <2 MIN IN o LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM / MINI IN I SOIL CLASS I SOIL J O B N O: 2012-010 c A D D FILE: 2012-010-UT.dwg N O J ti Y Ln BAXTER NYE q l GENERAL NOTES : ENGINEERING ,.�.:�^-,r ��*+.Ward� °}cue Irp C"Panl�� ��.t:r"`a 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. > CF«t"pll� a SURVEYING 2.) LOCUS AREA IS COMPRISED OF. R E o ASSESSOR'S MAP 185 PARCEL 026 .f. A PORTION OF LOT 11 AT PLAN BOOK 27 PAGE 141 (UNDATED) R eey� Registered Professional Engineers Pei a and Land Surveyors DEED BOOK 09389 PAGE 0165 - PARCEL II (JOYCE ANGELO) V 1 L L E r E R APPLICANT: CRAIG P. ZAJAC T 4 78 North Street - 3rd Floor s DOESKIN PLACE C E N Hyannis, Massachusetts 02601 FRAMINGHAM MA 01701 3.) PROJECT BENCHMARK: MAG NAIL SET EL 6.22' (NGVD29) pCK s% o�'"�n y�� '` _, � Phone - (508) 771-7502 "°r Fax - (508) 771-7622 '= 4.) ZONING INFORMATION EX\S 0 �n n www.boxter-nye.comOWN ZONING DISTRICT : CRAIGVILLE BEACH DISTRICT (CBD) g�.FEET �pE r;a.^�ti'nn,� �� .•" y° ,w CURRENT MINIMUM ZONING REQUIREMENTS: MIN. LOT AREA = 87,120 S.F. �+ 00,g� STAMP STAMP for,') 0 MIN. LOT FRONTAGE = 125' Z 1Hk OF s MIN. LOT WIDTH = N/A o FRONT YARD = 20' SIDE do REAR YARD = 15' / 15' o Main s+ ��' MATTH tiG VIEW CORRIDOR REQUIRED EITHER SIDE OF LOT = 20' v IVI N OVERLAY DISTRICTS: RPOD, AP AND ZOC SALTWATER ESTUARIES 1 0.4 1 LONG BEACH SHORT BEACH (LBSB) " 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED /oNAL E TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. BENCHMARK AT Locus Ma 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATIONCONSULTANT o DRILLHOLE SET CONSISTING OF PLANS AND DEEDS. EL = 4.70' NGVD29 p scale 1N 10001 THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY Y TY U I►VE � PERFORMED BY BAITER NYE ENGINEERING do SURVEYING ON FEBR(1ARY 29, 2012. PREVIOUS SURYBY 79' t `� KTON WORK AT THIS SITE BY BAITER do NYE, INC., SEPTEMBER 8, 1997. Vi1TM uNE OF -0.6 -0.2 7.) COMMUNITY PANEL NUMBER: 250001 0016D 5.2 5 2 POLE CONSULTANT THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS FLOOD ZONE A13 (EL 11) LNG Wta�- E -��x „e. �P24A A2-1 RET -p11ND ELECTR 8.) ENVIRONMENTAL INFORMATION: J CONCRETE A2-2 5.3 UNOER� -N 5.t� Ii • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). RETAINING WALL CON CR " 4. CTRIC RISER A2-3 .:.� WATER FIXTURE �,',. �i • SITE IS NOT WITHIN AN AREA OF ESTIMATED W18tTAT OF RARE WILDLIFE PER 3.o ODE WATER LINE �,X 4.8 � �� � , t.2 �fi 5 PREPARED FOR NHESP MAP OCTOBER 1, 2010 'ESTIMATED HABITATS OF RATE WILDLIFE' 2- FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).' 3.2 5.2 • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2010 C , A2-4 d� \`� X 5.'0-?N 19- OCERTIFIEDx 1.8t.92.7 G!VERNAL POOLS.' 2 A2-5 0 �` D G G SETgpCK y G W►�' 1 -4 Crag P. Z$)8(i •SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2010 'PRIORITY , F gi 45 -- �, i 2.2 S ' HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MAS'SACHUSETTS D&AERED _ ------ 5 D O e S k In Place �, 3 SPECIES ACT, REGULATIONS 321 CURIO). - , 5. 1� v.` A1-2 3 Framingham, MA., 01701 • SITE IS NOT WITHIN A STATE APPROVED ZONE 8 GROUND WATER RECHARGE PROTECTION 4 S`T-0'N-E-" 4l7 'k R 0 S A � _1 i �� FlND AREA. • SITE IS WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BARNS?ABLE B.O.H. 4 ` WALL R `U G 0 S A 1y , Z 41 TIPPED - HELD ,. REG. 360-45). n L A W N x s.1 ' 11Ln � CA • SITE FALLS WITHIN MAPPED DEP WEMND AREA - BARRIER BEACH - COASTAL DUNE `'+t 3.6 , U ' • WETIAND DELINEATION BY LORI MaCDONN.D, U.S., P.W.S., WETLAND SCIENTIST OF BAXTER NYE ENGINEERING do SURVEYING ON FEBRUARY 29, 2012. o.��'� S-4 \` s.5 9.) UTILITY INFORMATION SHOWN HEREIN. Z LOT 10 - PB 27 Pg 141 (UNDATED) TACT DIG SAFE AT 1-888-DIG-SAFE AND UTIUTY COMPANIES TO LOCATE N o `; • • y $ `� ,' TOWN WAY THE CONTRACTOR SHALL CON ( ) � ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF 1 v 0 � PB 43 Pg 23 (01-1931) EXISTING UNDERGROUND IN RASTRUCTURI, UTILITIES. CONDUITS AND LINES ARE SHOWN IN AN APPROXMNTE • ? 1�_' 1 �" ^ m N WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RES(aRCHED BASED ON THE m 1 a N 1 0 •w+ PB 195 Pg 111 F1 (06-1955) oo, AVALABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR Z SI! rn z PB 199 Pg 85. Ft`(03-1963) ANY AND ALL DAMAGES WHICH MKIT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE A � N. CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. o � a Ut � m � � •• � O o L\�" 'PP `� o • GAS LINE IS APPROXIMATE PER NATIONAL GRID AMP S02710, PROVIDED TO THIS OFFICE 7- A 1�. 1 n CIO ON MARCH 2, 2012. o G a •v \�.5.1 1 \ ' , X 5.4 ' • APPROXMUTE TOWN WATER SERVICE SHOWN ON THIS PLAN FROM C-O-UM WATER � � � � $ ' Z � (� DEPARTMENT SKETCH C-227-P (SERVICE DATE 811139). r 1- PORTION LOT 11 N .0 M 4 7 - O PB 27 Pg 141 • VERIZON INDICATES THAT THERE IS NO CONDUIT IN LOCUS AREA OF LONG BEACH ROAD. y Z z o C4 7,090 SO. FT. �\ c 0.16 ACRES f . • �.2 IDItAGm � w ' Pi ri L A W N = 6.16' NGVD29 - v / �i �� �► C r Z U J > TP4� rn '^ � w L ____5 5 --- X 5.4 �1H CB/DH FND C 2 /\ '� HELD ` O r/ TP2 W m o � � p I � PERMITTED BUILDING AND LOT COVERAGES 0 z • • so WITHIN LONG BEACH/ SHORT BEACH S TT33 OVERLAY DISTRICT rn TP3 it N. H x Z IRRIGATIAL 6.5 p CONTROL VALVES. '. W �\ 0 eLJ.4lI n 61 MAX BUILDING COVERAGE: 1,625 SF - W WATER METER _ Wp% RAID. /ix ac a ., MAX LOT COVERAGE 3.200 SF - '� / o 8 �-WATER SHUTOFF � � w POst Ii=w./ � a� co BUILDING HEIGHT: 2 STORIES OR 30 FT - v / x 5.9 i �" W GAS MA1N i �r p� �� v' wQ rq wr �-I �Z.2 O O cr z CONTIGUOUS UPLAND AREA OF THIS PARCEL 7,090 Square Feet �� ; �� R O A N N W Ln O N o p a �-- I ` E A �C� UTIUTY POLE/24 8 %DE�� 6.5 o m � O ON � . • � Z I� 0 � 1. � OH= ,►' �� ■ 6.2 OVA*--' SHEET TITLE 0. - °" Plan Sheet Index Existin Conditions Plan - _ WATER GATE OHS g " Y- 6.0 OHW�'� ..� �� BENCHMARK AT MAG " LICENSE/PERMIT HISTORY: � � `- NAIL SET 1 " °N -J_ No. Drawing Title Date N ON -_- �.i- -- �.• EL = 6.22' NGVD29 , g D.P.W. Lic. #4688 (Wall & Solid Fill) 00W' HYDRANT 3 D.E.P. File #SE 3-1157 (Dredging) utluTY POLE C1.0 Existing Conditions Plan 11-06-12 SHEET N o D.E.P. File #SE 3-2533 (Dock, Ramp & Floats) u UJI WaterwaC150 ys Application #W-93-1785 (Amnesty Dock License) C2.0 Layout and Dimension Plan 08-30-12 " 0 D A T E : 08/30/12 0 C3.0 Septic System Plan and Profile 11-06-12 10 0 10 20 J 1 CEI C4.0 Legend and General Notes 08-30-12 SCALE : 1" = SCALE IN FEET 10 N 1 DRAWN/DESIGN BY: SDM CHECKED BY: MWE 0 JOB NO: 2012-010 CADD FILE: 2012-010-EC.dwo C. " i ADVANTEX SYSTEM SPECFICATIONS TYPICAL SYSTEM FLOW TRAIN ---+.7'--I ADAVAN EX AX20 SYSTEM COMPLETE WITH ALL EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE PUN g�TER NYE NOT TO SCALE PINUP SPECFICATIONS FINISH GRADE INFORMATION AND SPECIFICATIONS HEREIN. qqpww JFff- 1. .35' 2.0' 1.35 9- (MIN.) COVEtt NOTES: SIMPLDCING PUMP SYSTEM COMPLETE WiTH ALL IN 2` DYER DOUBLE WASHED THE ADVMITDC SYSTEIiI TO BE PROVIDED AS A COMPLETE PACKAGE. TO INCLl10E THE ADVANTD( AX20 SYSTEiI. FOR A Two COMPARTMENT SYSTEM IS Ma DESIGNED FOR H2O VEHICULAR LOADING. EQUIPMENT AND CONTROLS SHALL BE PROVIDED STONE 1/8" to 1/2" OVER -- 2' CONCRETE SEPTIC PER MANUFACTURERS SPECIFICATIONS. A VERICOMM AXB WiTH REMOTE TELEMETRY CONTROL PANEL SFWl BE PROVIDED FOR ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WiTH OUT GARBAGE GRINDER DISPOSAL ACCORDANCE WiTH ALL THE PLAN INFORMATION AND EXTERIOR BUILDING AMOUNTING MEETING THE MANUFACTURED SPECIFICATIONS T DISTRIBUTION ONES OR FILTER 6' 7.5' LAYER of DOUBLE wASNED SURVEYING � �/' �/ APPROXIMATE TOP OF Recirculating Sputter COVER TO BE SPECIFICATIONS HEREIN. FABRIC STONE 3/4" iO 1 1/2' CONTRACTOR TO SUBMIT MANUFACTURER DIATA/SPECIFiCATIONS FOR THE SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL S U R V E 1 I N G 1 FINISH FLOOR = 13.0 INSULATED h PROTECT ALL Valve (RSV) With WATER TIGHT. THE PUMPS SHALL BE RATED TO DELIVER 6.1 GPM O Quick Disconnect SET TO GRADE PIPES FROM FREEZING A TOTAL DYNAMIC HEAD OF 8.9 FEET. ADVANTEX INSTALLATION OF _ _ PROPOSED GRADE = 10.0 " SET WATER CART ACCESS THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD MCHM FQD CROSS-SECTION (P C 1.5DISTRI11MIOON LINES G YARMOUiHPORT MA., PHONE NUMBER: 508-776-62 BE BY T1H9.AUTHORIZED REPRESENTATIVE ALL CAPE ENVIRONMENTAL, INC. P.O. BOX 235, Registered Professional Engineers 1 * Discharge TO FINISHED GRADE 1'1f Transport SET WATER �y Model HV100 Line PUMP MOOED_ PF2005, h HP, i PH ASE/23o VOLT OR VENT W/ and Land Surveyors , SiGHT ACCESS 2' Dial. vent METER GRADE OVER 0 COMPLETE�MF'ML PUMPING GG SYSPACTEM T INCLUDING.PROVIDED HOT ARIEs SEE P INSECT SCREEN ADVANTEX APPROVAL NOTES f TO GRADE FINISHED GRADE OVER TANK & FILTER = 10.0 LIMITED To: METER PR, WATERTIGHT ACCESS HATCH, PROPOSED F'MISHED GRADE OVER TEACHING = 9.1 TO 8.9 �•) 1. SYSTEM APPROVED FOR PROVISIONAL- USE BY DEP PURSUANT TO TRANSMITTAL NO. X231954, DATE OF ISSUANCEJULY 21 2010 EXPIRES gscHARGE ELBOW ASSEMBLY, VALVES. FLOATS Ic JULY 14, 2015. PLEASE REFER TO THIS CERTIFICATION FOR PROVISIONAL USE FOR COMPLETE PERMIT INFORMATION AND Rk`QUIREM�NTS. 78 North Street - 3rd Floor 1 ; Discharge PIPING). AN ORENCO DEMAND DOSE CONTROL PANEL oR WSW= �� a Flaw _ �m�y TOP EL�7.875 9` (MIN.) Hyannis, Massachusetts 02601 RUN 4" SCH 40 PVC INSULATED do PROTECT TO MANIFOLD EQUAL SHALL BE PROVIDED FOR EXTERIOR BUILDING 2" LAYER 1 8" TO 1 2' STONE COVER AS NEEDED UNDER PIPES FROM FREEZING SLOPE BACK TO PUMP in .y MOUNTING MEETING THE SPECIFICATIONS PROVIDED 90' ELBOW OPERATION AND MAMENANCE Z HOUSE AND SWEEP FOR DRAIN BACK Float Assembly WITHIN THESE PLANS. 1. THROUGHOUT ITS LIFE, THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE Phone - (508) 771-7502 �t °` UP -ESTIMATE L-30 -- To Control Panel 1/4' WEEP (O&M) AGREEMONT. NO ChM AGREEMENT SHALL BE FOR LESS THAN ONE YEAR. FT. PROVIDE COVER -- TOP OF TANK=7.58 ��-7.33 H'gAh�a�ter Alum, On = 5.58 CONTRACTOR TO SUBMIT PUMP CURVES AND � HOLE FOR ( ) FaX - (508) 771-7622 1 --' Pump On - 5.08 MANUFACTURER DATA/SPECIFICATIONS FOR SELECTED MANIFOLD. SEE DRAINAGE Z NO SYSTEM SHALL BE USED UNTO. AN O&M AGREEMENT IS SUBMITTED TO THE LOCAL APPROVING AS NEEDED. S-2•00x INV IN=7.33 - www.boxter-nye.com (1.OX MIN ALLOWED) 13"11fl I -15' 11 FROM RSV BY PUMP AND SIMPLD014G SYSTEM EQUIPMENT TO THE DETAIL / 210 AUTHORITY WHICH: GRAVITY FLOW Pump Off = 3.83 ENGINEER FOR APPROVAL. IMV=7.58 - PROVIDES FOR THE CONTRACTING OF A PERSON OR FIRM CfMPETENT IN PROVIDING SERVICES CONSISTENT WITH THE SYSTEM'$ 24.5- • z SPECIFICATIONS AND THE OPERATION AND MAINTENANCE REQUIREMENTS SPECIFIED BY THE DESIGNER AND ANY SPECIFIED BY THE IN N=6.0 WASHEDSTONE 1.5" SCH 40 PERFORATED IM�7 5 DEPARTMENT; I »�6'� TEL TO METER PIT BYOPERAMON AND (3/4' to 1 1/27 � PIPESCH 0 PER. SEE N11=7.0 - CONTAINS PROCEDURES FOR NOTIFICATION TO THE DEPARTMENT AND TO THE LOCAL BOARD OF HEALTH ITHN FIVE DAYS OF A SYSTEM STAMP S T A M P PUMP SHALL BE INSPECTED IN ROPER OPERATION WITH TITLE FAILURE, S THE NAME OF AN OPER ALAM ATOR. MUST CORRECTIVET AND FOR MEASURES CERTIFIED TO BE TAKEN IOPPERRAATOR � REQUIRED BY 257 CMR ZOO OF AN 10" MIN. NV N=6.83 GRAVITY FLOW GRADE AT BOT. METER V ENVIRONMENTAL CODE FOR PROPER OPERATION AND DETAIL211 �y . Inlet From House IN ACCORDANCE WITH THE MANUFACTURER APPROPRIATE GRADE THAT MILL. OPERATE AND MONITOR THE SYSTEM. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM AT LEAST s' 6`7" c Flow-Through Port PiT = 2.0 RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION EVERY THREE MONTHS AND ANYTIME THERE IS AN ALARM EVENT. HE High Head REPORTS SHALL BE SUBMITTED TO THE LOCAL BOARD ADJUSTED WATER ELEVATION 2.0 1.500 Gallon Float Functions Pump OF HEALTH. 3. THE OMNER OF THE SYSTEM SHALL AT ALL TIMES HAVE THE SYSTEM PROPERLY OPERATED AND MAINTAINED IN ACCORDANCE NTH THE = 28" 25,. Two-Compartment Y High Level Alarm METER PR (Pump NOTE: COMPANYS AND THE DESIGNER'S OPERATION AND MAINTENANCE REQUIREMENTS AND THIS CERTIFICATION. Concrete Tank gPump n Basin Model 4 83 ADJUSTED HIGH WATER DETERMINED FROM MEAN HK;;Ht WATER AS SHOWN 4. SYSTEM SHALL BE INSPECTED IN ACCORDANCE WITH TITLE V ENVIRONMENTAL 000E FOR PROPER OPERATION, OEP GENERAL USE APPROVAL R umP PBAX2472Fl) ON TIDAL FLOOD PROFILES. NEW 04UMID COASTLINE U.S. ARMY CORPS. IX250888 AND IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED 0 THE LOCAL BOARD OF HEALTH. S T E �� WT. OF TANK-10 24" Dill X 96" HEIGHT OF ENGINEERS. SEPTEMBER 1988 PLATES C-22 do C-23. G ,SSJONAL Float Functions B•iotube Pump Vault DOSING VOLUME GREATER THAN 1 DAY STOWAGE PROVIDED IN TANK ABOVE INVERT OUT = 251.5 GAL > 110 GAL A ) GENERAL SEPTIC SYSTEM CONSTRUCTION NOTES. L Y High Level Alarm Model PVU68-2425-L DAILY FLOW-110 GPD (�K�'N FLOW) PER SEPTIC PERMIT (SIZED FOR TOTAL BUILDING FLOW) LEAD M FW (TYPICALt G Override Timer ON OFF DAILY FLOW MINIMUM DOSE VOLUME OF FIELD ELEVATION INSIDE TOP OF TANK = 7.25 1. ALL SYSTEM COMPONE AT SHALL ISLAN, &INSTALLED IN LOCAL RULE WITH LATH V OF THE STATE SANITARY CODE DATED APRN 21, 2006, AS (5 TO 10 TIMES PIPE VOLUME OF FIELD) = DOSES/DAY INVERT OUT SEPTIC TANK - 6.58 AMENDED THROUGH THE DATE OF THIS PLAN. ANY LOCAL RITES REGULATIONS APPLICABLE - 2. MY CHANGE TO THIS PLAN MUST BE APPROVED N WRITING BY THE ENGINEER• ELEVATION INFORMATION MUST NOT BE C94MGM WITHOUT CONSULTANT w LLA r�o AdvanTex®AX20 w/Concrete Tank STORAGE HEIGHT os7 I I o GPD/4 DOSES PER DAY - 27.5 GALLONS AREA OF TANK (iYP.) = 10' X 5,.17' - 50.17 SF (LOW Profile Installation) �M DRSNBAr''� VOLUME (1 CF 7.48 GALA: VOLUME = 50.17 SF X 0.6T X 7.481 251.5 GALLONS WRITTEN PRIOR APPROVAL BY THE ENGINEER. 19 LF. DELIVERY PIPE 1.5' DIl1 - 0.228 x 7.48 3. WHEN CONSTRUCTION iS COMPLETED, PRIOR TO BACKFiLIJNG, NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN EINGINEER FOR 19 GALLONS AdyanTex0AM w/Concmte Tank INSPECTION. Inlet TOTAL DOSE VOLUM AND DRAINBACK VOLUME PER LOSE: (Low Profile Installation) j 27.5 GALLONS + 1.74 GALLONS 29.24 GALLONS T��n011°�d"q� 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. 1'0 Transport =�n.� CONSULTANT U. Ax2o AdvanTex Filter 5. EXCAVATE UNSUITABLE MATERIAL TO THE 'C HORIZON, FOR A HOR2. DISTANCE OF 5' SURROUNDNG THE LEACHING FIELD. AND REPLACE / Y M. vent WiTH CLEW SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. Min. 23' Dia Tank 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. Discharge Assembly 24"4 PVC Riser With Opening BOX 24" Gosketed 7. THE SEPTIC SYSTEM OEM QQES.�QI INCLUDE GARBAGE GRINDER DISPOSALS. BENCHMARK AT TOP OF Teat-7•M Fiberglass Lid with Float Assembly S.S. Boles Simplex 1.500 Galion DRILLHOLE SET ORENCO Model y• Pumping System Two-Compartment 8 ��; THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG- AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTIITiES. MF3A or equd ( SAFE) PREPARED FOR : EL = 4.70' NGVD29 - High er Alarm On - 5.58 now AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY F CT\�N'� NO yC AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF MY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NNE \INTERS EXTE Pump On - 5.08 ET�,N,N�J WAS- SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY Pump off - 3.83 Ny p-d 2'0 Return Una THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE °r CGF1E P -0.6 Slaps (rrrn. 1/4"/ft) OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN NFOMtMATioN, Craig P. Zajac \ WtTN �Irl� OF C , 22' W N-6.>)3 (RM WKfit Quick 2'0 Discharge Une u _CI.2 2'f Return Une �i��, Slope (min. 1/4"/tt.) THE CONTRACTOR SWW- NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY N FIELD THE LOCATION • 2-�' PIT INVERT 2.0 Slope (min. 1/4' ft / NNNERTS OF ELECTRIC. GAS. TELEPHMONE & DATA/COMM AND RELOCATE IF CONFLICTING WiTH PROPOSED INVERTS PER THE ENGINEERS 5 Doeskin Place DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. _ L - POLE # 24A 1.500 Galion POSITIVE sLIOPE Framingham, MA., 01701 - ; 4. 2"4 Discharge Une Two-compartment COM TO PUMP FOR To MonMoie 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHML BE AS DETERMINED BY THE APPROF'RUITE ` _ M METER PIT (Pump Basin Slope min. i/4"/ft.) Concrete Tank CQMPIETE DRAIN BACK l UTILITY COMPANY. 2 Model PBAX2472Fi) 24" DIA High Head Pump x 5.1 �, x 96' HEIGHT or equal. n `` ` �- - A - 4.�--ELECTRIC R!s E R , End View Top View ��T"0"'p°f t 10. PER TITLE 5 SECTION 15.255 THE RECOMMETNDED DISTANCE FROM THE RETAINING W� BARRIER TO THE EDGE OF THE SOIL �F. -111; NJ wq�_L co, A -- \ --- ..v 1 4.`w T R FI X T��I R E ,, ', ABSORPTION SYSTEM CLOSEST TO THE BARRIER SHOULD BE 10 FEET, PROVIDED: 5 FEET X '.2 VARIANCES G{JTER i ;NFL x A's � --' TITLE V SECTION 15211: MINIMUM SETBACK DISTANCES n ,' 7 PROPERTY LINE TO SEPTIC TANK: REQUIRED = 10'. PROVIDED - 9' (1.0' REDUCTION) - ' ;_ R. PROPERTY LINE TO RESERVE SON. ABSORPTION SYSTEM: REQUIRED - 10'. PROVIDED = 6' (4' REDUCTION) PROPERTY LINE TO PRIMARY SOIL ABSORPTION SYSTEM. REQUIRED - 10', PROVIDED - s' (4' REDUICTiON) F{ - / Sj°NE W TOWN OF BARNSTABLE - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS �.2 I - PARAGRAPH 360-1 SETBACK REQUIREMENTS: SEPTIC TANKS DiSFOSAi. FIELDS OR OTHER SEWAGE DISPOSAL SYSTEM OOIiM' 1'S HEREAFTER UNLESS OTHERWISE SPECIFIED BY THE BOARD OF FEiALTFi, ALL SOIL ABSORPTION SYSTEMS, LEACHING FACILITIES, , A1-2 CONSTRUCTED SHWA. BE So LOCATED THAT A DISTANCE OF NOT LESS THAN TOO FEET SHILL INTERVENE TERVE�NE BETWEEN ANY BORDERING VEGETATED WETLAND (AS O NED WITHIN 310 CMR 15.002 OF THE STATE ENVIRONMENTAL - CODE, TITLE 5. MINIMUM REQUNIEMIEN S FOR THE SUESURFACE DISPOSAL OF SANITARY SEWAGE) AND/OR WATERCOURSE INCLUDING BROOKS, PONDS, SALT AND FRESH WATER MARSHES, BOGS, STREAMS, COASTAL BANKS. LANCES -_-}- - - + _ - ° a. , SOLID CAh57n►E wlo7Tt WALL OR SPRING HIGH WATER MARK OF TIDAL. WATERS AND ANY PORTION OF ANY SOIL ABSORPTION SYSTEM, LEAACHING FACE/TY. SEPTIC COMPONENT r x, , _ , i A 1- MN. 3 SF/STONE MN. 4' THICK; Y + _ _ L CB/DH FND STONE TO MATCH WALL STONE x ' \ ` tti �,1 H. 1 , t TIPPED - HELD PROVIDED: 55.1 FEET (TANK), 75.01 FEET (SAS) n `Y t 4 FINISH GRADE O RETAItMIC CONDITIONS te' VARIES; WAM N SWALE TO KEEP w N 1 m INTER OFF OF BACK of WALL NO ARTICLE VlI - INSTALLATION OF OINSITE-SEWAGE DiSPOSAI. SYSTEMS ON MARGINAL LOTS - - Y SO AS Mar TO POND. PARAGRAPH 360-18 RESTRICTIONS: SUBSURFACE DISPOSAL SYSTEMS SHALL HAVE FOUR-FOOT OF DEPTH OF NATURALLY OCCURRING PERVIOUS SON. ABOVE THE MAXIMUM GROUNDWATER ELEVATION. v ' �� ++C� AN OVERDID TO THE C HORIZON TION CLEAN TITLE V z ' cn Tow TOP of Et�v. PROVIDED. APPROXIMATELY THREE FEET OF NATURALLY OCCURING PERVIOUS SON_ OCCURS ABOVE THE MGIi GROUNDWATER PROVIDE ' ' ON ElEVA AND REPLACE WITH SMIO PER C) RAKE ewac MORTAR oM - 310 CUR 15.255 TO THE TOP ELEVATION OF THE SAS TO PROVIDE THE REQUISITE 5 fT OF SEPARATION TO HIGH GROUNDWATER. co BOTH FACES. MORTAR MOT TO BE VISIBLE r 40 Mil EPOM TrtIPEITMtaBtE BAIiTtER __ ,)0 - hR \ �.` ~ 1 BATTER BACK OF WALL 1.6 N t o \� C°pa,\Dw xcc P � �° soup NTT�+LDCIONO wiAu M 10 2, CONSTRUCTIONwR►tRENFoRC IEJOINTS V r• Q r�ol WELT-IN 1 z� o m SEE PUNS FOR ' A LADM20 AT s N ROpOLsED D N�ATIpN , m cr �`----- SURFACE TREA FOR MALL SECTIONSHEKW OVER 3 W •77 \ L C> cP �' BOW = BOTTOM FT N HEIGHT.. TIE BACKS w O S r- p EOv \ .� O n OF WALL LLLV. r SHALL BE WATERPROOF SEALED • �n `'✓ OP WALL E O ` C Z S°12 WHERE THEY PENETRATE THE '�s.o ON p11. c, _ 13. ^h 1 PRppO G /NATi1RAL GRADE EPOM BARRIER. J c� CtlNTRiOL PANEL � c �, BOT,'+OF WALL [Y' ?� ,-p`NmR �6` i x• SZA E4�7.0 C 1 SZ • 6- ` ' 20.56 �' Eo o t r50b GALLON 0 1 Z w 1 ? TWO--COMPARTMENT _ E \ 3/4' C1TlISiED STONE o$h o R * 40 MIL EPOM rMPER►EABLE 9ARfi1ER w LU J TANK WITH E ' $ 3 E -� - �' WITH 24" MBEOMENT M PERVIOUS `< ra AAI3VA�MX AX20 n x 5. PREPAID SUBORADE StsoRADE AS SHOWN r `' ,r x POWER SUPPLY W r RETAINING WALL (SEE g CRUSH TaE WRAPPED ) T DETAIL1929 +'v'I • • (DETERMINE 12• MIIDEIt euESE OF NIIAIl CRltSt1ED STONE (TV) Ci. i LOCATION IN HELD) N U T m 7O OF-WALL f 4. 10.0AJ ,a �' " _ T EC=8.O E BREAK OUT t*1 n _;BbT. OF WALL 1 V E EL =8.15 �r ' ` z N �rn j rr1 G^ 'r E1.=4.5 , �.0 ENV. IN-6.66 SE�CK�� ,' \ o AtS�ANTFf�C� 24' I�M. X M S,� �' z 7.to 96"TALL AX20 METERING PIT - "Y Z i 0 .:.,_ to o TOP OF WALL EL=8.2 `°� 10.0 TOP° °rn ,Q v c s 10.3 1 P WALK . ,� FELDSTONE WALL WITH BARTER Its � a BOT. OF WALL EL 4.6 0. LF-1.5" SCH 40 �pE _ � o � �o �' �' 1WlI ��TAIL= 2" SCH 40 DISCHARGE LANE , r PERFORM TP4 i 1 7.0 N L �" N N U 1 R o all W 1" SCH 40 TRANSPORT LANE 1!fib` LATERAL i RE x 51 6 TPi# �O CB/DH FN �\ m N o ADVANTEX A)20\FILTER v z 14 VENT �/ J i y HELD 1 � i5� 1 r� w PRO � ` �\ o o � 17 LF-1.5 SCH', 4b FORCE MAIN ':- .•:•: :: :: NO pRl � 1 � 6 s cnoN N T^ LEACHING AREA REOUREMENTS _ r '� ° LOADING LIMITATION: I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE \ a 2 LFN1.5 SCH'40 MANIF 1 =,:. ': �S�C S.CSiFJI► y �I f S �\ NITROGEN DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME o 0 FORCE MAIN CLEAN OUT. "SEE DETAIL 4248 ,5 (' P3 7 N 33 J n BOH RED. 360-045, SALT WATER ESTUARY $9b , � � - k/� 6 r^ I �..- � CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 5.63 TOP OF-WALL ti LEGAL BUILDING LOT 330 GPD ALLOWED EPDM IMPERMEABLE' BARRIER PER x IP.P I EL- 8•40 �� 6 6.5 m Ccaad� ;..�-'� RESIDENTIAL 1 BEDROOMS SIGNATURE DATE 2 S- �'/-3 TITLE V REQUIREMENTS. TOP OF , 76.5 SF LEACHING 5.53 ROL VAL7s BOT. OF WALL ' - ,� BARRIER ELEV=8.25 i , '� BED W/ 2-1.5' SCH .8 `� EL=5.9 _ x 110 GPD/BEDROOM z TOP of wALL�ELr8:�FU5 1IND o PVC PERFORATED ) __ 6 F M�'''' - �E ��� x TOTAL DESIGN FLOW = 110 GPD - 80L LOW P-1S,6T9 DATE OS/20/12 �. ISTRIBUTION PIPES TER VETER '� wA/ �` � SHEET TITLE E BOT. OF-WALL,, EL=5.5 '�` `' STONE. SEE - FP SHUTOFF �w F'p°z G "� GARBAGE GRINDER (NOT INCLUDED) - N/A BARNSTABLE `.� AT_ s � i S SOIL EVALUATOR: Septic + 5 2 DETAIL #211. S.a r AVEM�N PERC RATE _ <5 MIN. / INCH (CLASS 1) BOARD OF HEALTH AGENT: Se tic System Plan and - 17 LF-1.5 SCH 40 J ,�� OF P a = i EXCAVATED A r� / A.' _ , PERFORATED LATERAL Ps / EUGE LiAR = 0.74 GPD/S.F SIEVE WILSON P.E. NAME: DON DESMARAIS \ 1\ 0,VERDIG DOWN TO N �,�_�?;. C- AREA OF SAS REQUIRED: TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 Profile C HORIZON%EL€rr: f MIN LEACHING A M \AS�,:�t+t0AL'-- r ' �.2 ID ;-- 110 GPD 0.74 GPD S.F. = 148.6 S.F. MIN. _ = _ = �SYSTEMNOT£- �� ' � _ / / G.S.E. 6.1 G.S.E. 5.8 G.S.E. 5.6 G.S.E. 5.4 CO NSTRUGn r H 50% SIZE REDUCTION FOR I/A SYSTEM =148.6/2=74.3 N A ; IOYR 3/3 ; LOAMY SAND A ; IOYR 3/4 ; LOAMY SAND A ; IOYR 4/3 , LOAMY SAND A . IOYR 3/3 , LOAMY SAND SHEET NO UTILITY POLE/24 / PROPOSED SYSTEM; r r LEACHING BED CONFIGURATION 9 ELEV 5.35 10 ELEV 4.97 9 ELEV 4.85 9 ELEV 4.65 j LEACH FIELD WITH 2-1.5 SCH 40 PERFORATED PVC B ; IOYR 5/3 ; LOAMY SAND B ; IOYR 4/4 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND C3nO �H �t DISTRIBUTION LANES AND STONE SEE DETAILS HEREON N r, �N�^�'� BOTTOM ARFk, 0.5 X 4.72(14' + 18.4') = 76.5 SF 180 ELEV 4.60 20' ELEV 4.13 180 ELEV 4.10 19' ELEV 3.82 D A T E : 08/30 2012 N Y 6.2 H ' TOTAL EFFECTIVE LEACHING AREA = 76.5 SF 10 0 10 20 o ' �N Vv� - -- � C ; I OYR 6/7 ; MEDIUM C ; I OYR 7/4 ; MEDIUM C ; 10YR 7/8 ; MEDIUM C ; I OYR 7/4 ; MEDIUM _ �� SYSTEM DESIGN CAPACfTY=76.5 SF x 0.74 GPD/SF X 2=113 GPD �D �D SAND SAND _ waTEP caTE OH�i �'- �, r r SCALE IN FEET -- -_�,6. ��",� BENCHMARK AT MAG SEPTIC TANK SIZING: 110 GPD x 200% = 220 GAL 78 ELEV -0.4 81 ELEV -0.95 80 ELEV -1.07 80 ELEV -1.27 NAIL SET USE 1500 GALLON TANK MIN. OBS. G.W. O 69 ELEV 0.35 OBS. G.W. O 69 (REV 0.05 OBS. G.W. O 67 EtEV 0.02 CBS. G.W. O 66 ELEV -OLIO S C A L E : 1"=10' o �_ ! - Pere O 48" ELEV 1.4 Perc O 48 (ELEV 2.1) � ) DRAWN/DESIGN BY: SDM CHECKED BY: ii1wE Nr,�,' ,h--"- E L = 6.22' NGVD29 RATE= <2 MIN IN o LL ram- N r� Q T LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM RATE= <2 MIN/IN / r- CLASS I SOIL CLASS I SOIL .JOB N O: 2012-010 C A D D FILE: 2012-OlO-UL N.- � O C O C 00 _ __ BAXTE R NYE ENGINEERING & 1.S'-90'ELBOW 3/a' DIA ORIFICE BOTTOM OF _ _ SURVEYING t.5 ll1TERAL fluid flow Air Flow - PIPE 8 (O'CLOCK) SPACING VAFJK 11 1.5' DIA SCH 40 PVC dosed valve open valve ~ 2 r PRESSURE DISTRIBUTION LATERALRegistered Professional Engineers 1.5' DIA SCH 40 PVC 2' MIN THICK LAYER OF 1/8-M 1/2- DOUBLE Air Valve Breaker Insets PRESSURE DISTRIBUTION WASHED STONE (PEASTONE) Pumps on, fluid flow doses valve H _ MANIFOLD TO BE MANIFOLD (SEE DETAIL) Pumps off, valve condition open and Land Surveyors ' , 1.5' TEE BELOW LATERAL ELEVATIONto allow air flow into SAS. 4'-0' 0 X 8'. Thk. Preooet Ca,lc. - ORIFICE SHIELD (SEE DETAIL) Rini w/ 8' OPGN. ( tc - 4000 psi) 6 78 North Street — 3rd Floor to m6et AM C - 478). j� a Hyannis, Massachusetts 02601 �► 1.5' MANIFOLD / \ ; i •4=}�. "M �• •9,:4�: : .:�:»:o•.j i '' Phone — (508) 771—7502 ; SECTION A—A S-0.0050 _ — _ � _ — �~ --r - — - — - — � � ` Fax (508) 771—7622 FLOW —/2N— — — WWW.baxter—nye.Com '} .o x O 1.5' DIA SCH 40 PVC 1.5'-90' ELBOW 1.'SC 40 PVC DISTIM11ON VENT MANIFOLD SECTIONAL PLAN $ ��� STAMP S T A LA H OF M,gSs9 MATTHEW SECTION 'B—B EXISTING GROUND OR 3/4-TO 1 1/2- DOUBLE AIR VALVE BREAKER APPROVED SEPTIC FILL WASHED STONE �o 1-D Y CIVIL PARTIAL PLAN VIEW 1.s•xl.s•xl.s• TEE ,P� �° �w a No.43183 1.5" A PRESSUREI Watertight Manhde Frane At FSSc 15 T E N v;,4 LATERALDISY FINISH GRADE PEON A L. 4 Min. F 1/8'TO 1/2• �� � .... ::......�.. Mortar Froe#wootklg a�; —1.5' SCH 40 PVC DISTRIBUTION WTONE (PEASTONE) 8 MANIFOLD ASHED S � I �� CONSULTANT 4.7 Bled Flan" 1.5'0 SCH 40 PVC 1.35' 2.0' 1.35' I Res a# N Z b $ '�:�; °°b;o;8 bp.$� O°b�i$• •b.o:$• MJ. 1.5'-90'ELBOW 1.5' SCH 40 PVC DISTRIBUTION •• SCH 40 PVC 45 Ebow LATERAL OFAICE- AGM SCH 40 PVC .Reduc Wye SCH 40PVC Face Main (as applkwble) YAM CONSULTANT A o LATERAL LENGTH NO. OF SPACING CAP LAST I �A1BrtPBrDINCs 1.5'x1.S•x1.5' TEE ORIFICES TRENCH END 1 1T 4 4.25 2.125' EXISTING GROUND OR 3/4-M 1 1/Y DOUBLE 2 15' 4 3.75' 1.875' —i To CLEAN OUT SECTION A—A APPROVED SEPTIC FILL WASHED STONE PREPARED FOR : ORIFICE SHIELD (SEE DETAIL) C- PRESSURE DISTRIBUTION MANIFOLD N.T.S. C- PRESSURE DOSED TRENCH SECTION N.T.S. FORCE MAIN CLEAN OUT N.T.S. c- ORIFICE SHIELD FOR Wl DIA PIPE ' N.T.S. Craig P. Zajac rDETAiL DETAIL 210 LIETAIL Z11 DETAIL 5 Doeskin Place Framingham, MA. 01701 ca O cc .0 M V CU NO m 0 w � ..I F- H O J i w m O 0 DO m C4 V Z Z Q a S2 5 o to U V O a fA vWi W mW � 5 (n 2 W p O rx N N W cli \ O\ 0 C) Z C O SHEET TITLE a Details 0 N M O N N SHEET NO C400o� o� N DATE : 02/05/2013 N m 0 a J(O 5;Q SCALE : NTS oLL DRAWN/DESIGN BY: SDM CHECKED BY: MWE 0 oLL JOB NO: 2012-010 C A D 0 FILE: '2012-010-UT !N o_ N'- � C O O C i �y ,¢ BAXTER NYE r_ GENERAL NOTES : K a�; ry ;��r�h+" d,� Flacon L, oy l.n /. FnIN SPAS ENGINEERING '$. S`LVdry w1-A4g Ir•P ClP.q �.� 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. tr"TArvil!P 5ON C " r 2.) LOCUS AREA IS COMPRISED OF: R J UR V EYING (nmPrA tnn p.» ASSESSOR'S MAP 185 PARCEL 026 A PORTION OF LOT 11 AT PLAN BOOK 27 PAGE 141 (UNDATED) R t„ d Registered Professional Engineers DEED BOOK 09389 PAGE 0165 - PARCEL A (JOYCE ANGELO) V 1 L �- E ` and Land Surveyors APPLICANT. CRAIG P. ZAJAC N E R _ 5 DOESKIN PLACE • E .� f .........W..". .., ,. North Street 3rd Floor , C FRAMINGHAM, MA., 01701 Hyannis, Massachusetts 02601 °+,� g GJ cj (add Rd 3.) PROJECT BENCHMARK. MAG NAIL SET EL 6.22' (NGVD29) Phone _ _ 4.) ZONING INFORMATION 7502 EXIS�NG °ocK Fax (508) 771-7622 �""' ee�n R4 .. °� . .. . ZONING DISTRICT : CRAIGVILLE BEACH DISTRICT (CBD) 8_FEES ae ODE ' . .q Pa�h `rr� WWW.boxter-nye.com CURRENT MINIMUM ZONING REQUIREMENTS: MIN. LOT AREA = 87,120 S.F. S el M""s� «: e ...< STAMP STAMP x c�,P„gin MIN. LOT FRONTAGE = 125 ! MIN. LOT WIDTH = N/A FRONT YARD = 20' SIDE do REAR YARD = 15' / 15 0 MAW"s1 VIEW CORRIDOR REQUIRED EITHER SIDE OF LOT = 20' � BHANE M. EW HEW Cn � RENNER cl IL -' OVERLAY DISTRICTS: RPOD, AP AND ZOC SALTWATER ESTUARIES a . ' . No.45917 LONG BEACH SHORT BEACH (LBSB) T l *`. s o F� ��° 5. A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED i` �' � N S ssioN�� E J� F TO BE NECESSARY, A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. ) BENCHMARK AT ' � 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAN.ABI.E RECORD WORMA71ON � DRILLHOLE SET LNG OF PLANS AND DEEDS. EL '4.70 NGVD29 Locus Map Scale 1" _ / Q00� CONSULTANT THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD "VEY n LINE IN Cµ�j*Ex1�"` PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON FEBRl1ARY 29, 2012. PREVIOUS SURYBY N� WORK AT THIS SITE BY BAXTER do NYE, INC., SEPTEMBER 8, 1997. UO OF C*&C -0.6 ViITM -0 2 7.) COMMUNITY PANEL NUMBER: 250001 0016D 5.2 5.2 POLE �'24A CONSULTANT THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS FLOOD ZONE A13 (EL 11) VA -6- A2-1 RET �N� E pFC't�4 4; 1 8.) ENVIRONMENTAL INFORMATION: 5 3 UNDERGROUND -'r CONCRETE A2-2 -X 5.1 1 • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). RETAINING WALL A2-3 CONCR .6 4. CTRIC RISER it • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER WATER FIXTURE ,'w NHESP MAP OCTOBER 1, 2010 'ESTIMATED HABITATS OF RATE WILDLIFE' 3.0 2_F ODE WATER LINE x a a 1 2 1fi-5 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).` 3.2 5.L i � �� PREPARED FOR : Lo 1 • SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP MAP OCTOBER 1, 2010 A2-4 c� �`� x 5.�?N �''� T�- i x 1.8 'CERTIFIED VERNAL POOLS.' _ 2.62-5 2.7 v`A 1` FOG \���`.. G SE�ACK c / i E Wes' 1.9 f-4 •SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2010 'PRIORITY , , F fig' �4 BUI�DIN ' 2.2 5roN Craig P. Zajac HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10). - �� ` 5. ,�r 1 -U.z A1-2 r ,'`L 5 Doeskin Place PROVED 5.4 �3 Framingham, MA., 01701 • SITE IS NOT WITHIN A STATE AP ZONE A GROUND WATER RECHARGE PROTECTION � R 0 S A,� 4 T-D-p-E-- , AREA 4.2 W A L L R `U G 0 S A 1 �r Z ' TIPPED - HELD • SITE IS WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BARNSTiABIE B.O.H. � REG. 360-45). 0 rnn .•-1 y L A W N \ • SITE FALLS WITHIN MAPPED DEP WETLAND AREA - BARRIER BEACH - COASTAL DUNE �', 3.6 x 5.1 1 ,1 0 • WETLAND DELINEATION BY LORI Mocl)%M, M.S., P.W.S., WETLAND SCIENTIST OF BAXTER NYE 5.2 '� `,\ o ENGINEERING & SURVEYING ON FEBRUARY 29, 2012 4 5.5 1 O � cc Z �\ Vt i 0 9.) UTILITY INFORMATION SHOWN HEREIN: mo L� ` ! LOT 10'- PB 27 Pg 141 (UNDATED) a HE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE c� H- o ` • ' �, v TOWN WAY 1 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 1THE LOCATION OF • T =:l 1 0 EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LIES ARE SHOWN IN AN APPROXIMATE • = v 1� ` �^ N PB 43 Pg 23 (01-1931) PB 195 Pg 111 Ft (06-1955) WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE , c' 1 v I 1 0 ��� oo. SI! m y 1 PB 199 Pg 85 f1 (03-1963) AVAILABLE U11LIlY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR Z .o _ ANY AND ALL DAMAGES WHICHMIGHT BE UCGISIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID Z v 1 o INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE o w Qi o \ ' . $ tie CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. �, o �o �' R+ L` • / yo • GAS LINE IS APPROXIMATE PER NATIONAL. GRID MAP SO2710, PROVIDED TO THIS OFFICE Z �`\ \ 1 1 `^ �� �' �' . , � ON MARCH 2, 2012. i 1 x 5.4 • 1'�• • • .7 '��* �i' -'� 1�� 4� O • APPROXIMATE TOWN WATER SERVICE SHOWN ON THIS PLAN FROM C-O-MM WATER �, �c 7 -7 $ ' x cc N DEPARTMENT SKETCH C-227-P (SERVICE DATE 8/1/39). ,� PORTION LOT 11 • , = 0)• VERIZON INDICATES THAT THERE IS NO CONDUIT IN LOCUS AREA OF LONG BEACH ROAD. 9, -o cr Z 4.7 �` O PB 27 Pg 141 / swoop Co CK � ,'�' \ � 7,090 SQ. FT. t • �� � C n 1 1 IN • , �\ v 0.16 ACRES t .2 �0 CAI cow -A ,1 20 B�il_D �� _ �� . . ' ' ,� CBAM FN J EL = 6.16 _J �( L A W N i y (" U �` #TP4 i -5- x 5.4 TP1 CB/DH D FNO`\� W 1 -� � TP2 HELD �� O O C N U P'ERAMTTED BUILDING AND LOT COVERAGES y 0� Go ` 1AATHIN LONG BEACH/ SHORT BEACH OVERLAY DISTRICT in TP3Ln x Z x z ONTROL VALVES- O'� s.5 L\ o Z ALLOWED PROPNOSED6.1 = Q MAX BUILDING COVERAGE 1,625 SF - .WATER METER ' - ----'"WX`�w ''' RPaL 6'� ''I I r oW.. .. -01 MAX LOT COVERAGE 3,200 SF - 8 Z . V) � 'WATER SHUT �. 83 W POS _ �GG. - / ¢ BUILDING HEIGHT: 2 STORIES OR 30 FT - , G ,..��pAVt�" / / ,,, w x 5.9 19' GAS G►.AiI -� E Of .� N m vwi o Pt- J CONTIGUOUS UPLAND AREA OF THIS PARCEL: 7,090 Square Feet r UJ p► 0 <1 Ln A '•,-� G ' O` 8 IE OE' UTILITY 6.05E/2 i -'o m 1. 0 N �` /� • ' • ' Z $ i i �r 6.2 °H --�'� ° „�•• '� S H E E T T I T L E 0. °" Plan Sheet Index Existin Conditions M -!___ - - ' WATER GATE OHw-- g Plan 6.0 N ' °t,{W-''`� ,.� �� BENCHMARK AT MAC - LICENSE/PERMIT HISTORY: °HW--'�"-7 -- NAIL SET OVA MONITORING_ - MONITORING WELL - EL = 6.22' NGVD29 1 No Drawing Title Date D.P.W. Lic. #4688 (Wall & Solid Fill) °H`I'}�- HYDRANT ��' �- SEE 3/15/2010 ' D.E.P. File #SE 3-1157 (Dredging) OH 6M LETTER SHEET NO D.E.P. File #SE 3-2533 (Dock, Ramp & Flouts) UTILITY P01-E '� C1.0 Existing Conditions Plan 03-05-13 of Waterways Application #W-93-1785 (Amnesty Dock License) "� N 1 C3.0 Septic System Plan and Profile 03-05-13 Ciao O D A T E : 08/30/12 J 1 C4.0 Details 02-05-13 10 0 10 20 d 1 J s 1 SCALE IN FEET o SCALE : 1" = 10' N 1-4 DRAWN/DESIGN BY: SDM CHECKED BY: UK N 0 JOB NO: 2012-010 CADD FILE: 2012--OI0_EC.dwg N 0 TYPICAL SYSTEM FLOW TRAIN PUMP SPECOGATIONs ---- •7'---� BAXTER NYE �Xl NOT TO SCALP SIMPLEXING PUMP SYSTEM COMPLETE WiTH ALL EQUIPMENT AND FINISH GRADE CONTROLS SHALL BE PROVIDED IN ACCORDANCEWiTH ALL THEM 1.35' 2.0' 1.35 9' ( ) COVER Pump Selection for a Pressurized System-Single Family Residence Project 1N. SYSTEM IS = DESIGNED FOR H2O VEHICULAR LOADING. PLAN INFORMATION AND SPECIFiCATK7NS HERON. 2" LAYER DOUBLE WASHED 2' ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. STONE 1/8" to 1/2' OVER y THE PUMPS SHALL BE RATED TO DELVER 6.1 GPM O A TOTAL DISTRIBUTION LINES OR FILTER 6` 7.5' LAYER OF DOUBLE WISHED Redr+culating Splitcer COVER ro BE FABRIC STONE 3/4' APPROXIMATE TOP OF DYNAMIC HEAD OF 8.9 FEET. TO , 1/2' Pa►am. �..� t.r>< 350 SURVEYING FINISH FLOOR = 13.0 Volvo (RSV) With WATER TIGHT'. INSULATED � PROTECT ALL Quick Disconnect THE PUMP SYSTEM SWILL BE ANORENCO HIGH HERO PUMP -- - -- _ _ PIPES FROM FREEZING SET TO GRADE MODEL PF2005, h HP. 1 PHASE/230 VOLT OR EQUAL THE TranrQortLervlh 17 feet PIPES l PROPOSED GRADE = 10.0 SET MANHOLE PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE SIMPLEXING Transport Pipe Size 10 11 I I II} I r i 1"r Discharge SET WATER TIGHT ACCESS FRAME At COVER (2)-1.5' SCH 40 PERFORATED Transport Line sus ,.so 1 SET WATER may. Model W100 TO FINISHED GRADE O GRADE RISERS yyA i4CCESS HATCH, DISCFUARGE ELBOW ASSEMBLY, VENT W/ I Registered Professional Engineers PACKAGE. INCLUDING. BUT NOT LIMITED TO: METER PIT. LEAICHM FM t�IOWMCTION PVC DISTRIBUTION LANES Distihufnp vsiv.Model Ha,. ; I. FINISHED GRADE OVER dt COVERS SHALL Men EkzvetWn LiR 3 75 net 300 TIGHT ACCESS 2" DLa. Vent VALVES. FLOATS do PIPING). AN ORENCO DEMAND DOSE INSECT SCREEN Me"iloldLenI 2 fee(rYp _ __ .- _ _ I and Land Surveyors TO GRADE FINISHED GRADE OVER TANK FILTER = 10.0 PIT = 10.0 BE WATERTIGHT COiR}� PANEL OR EQUAL SHALL BE PROVIDED FOR EXTERIOR --VARIES SEE BUILDING MOUNTING MEETING THE SPECIFICATIONS PROVIDED ) wal Pipe Sue 5 - * LEACHANG 9.1 TO 8.9 IMrildd Pipe Sue ,so w,cti.e � I � ��_; �_1__ t PROPOSED FANiSFED GRADE OVt3t Wurnwr o.Lsterale cut z - }-+-- - 7 N - `^^"1 wrrHlN THESE PLANS. PM ,_�_ _ - 8 North Street 3rd Floor Dsc1,a Flow 1"0 Transport TOP OF PIA - ) Hyannis, Massachusetts 02601 L"Msl Lerzgt. 17 rest 250 � l RUN 4" SCH 40 PVC INSULATED & PROTECT . Une CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER STONE EL 7.79 9 (MIN. t,t.rai Pip.Glee ,o AS NEEDED UNDER PIPES FROM ��►� SLOPE BACK TO PUMP M Discho ENLARGER 1'r DATA/SPECIFICATIONS FOR SELECTED PUMP ANO SIMPLEXING 90• �BOw 2 LAYER 1 8 TO 1 2 STONE COVER FOR DRAIN BACK 0I uFb"Sim else ,50 .crre ortto.sia. HOUSE AND SWEEP' ; SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL onto.speo ng 2.5 feet ti -' + ' e - UP -ESTIMATE L=30 To Control Panel TO 1.5"r BOT. of �E 1/4. WEEP Re-° "end 5 fee, o + Phone - (508) 771 7502 FT. PROVIDE COVER -- TOP OF TA??I .58 Flow Mailer �t AS NEEDED. S=2.00x N=7.33 FILTER=7.33 Float Assembly PUMP SWILL BE INSPECTED IN A(:COIRDANCE WiTH TITLE V DMANIFOLDHRNNAGEOR �mai FrkYon Lose. o re, _ 1 �-- -i �_i Fax - (508) 771-7622 (1.0% MIN ALLOWED) 13"11 15' 11` Model MF3A ENVIRONMENTAL CODE FOR PROPER OPERATION AND IN DETAIL 2 -1_ www.baxter-nye.com Calculations 24.5' ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND NV=758 s 1 1 I _ 2'rf Discharge Line - High water Harm On a 4.58 SPECIFICATIONS. INSPECTION REPORTS SWW_ BE SUBMITTED TO - Z MiNrrrwn Fkwr Role per Oriliw 0.43 �r a lT�.-.-7. � N=6 NV N-6-� Slope (min. 1/4"/ft.) THE LOCAL BOARD OF HEALTH. DOl1BLE 1.5" SCH 40 PERFORATED x NY=7.5 "`""°'r of o"�°"Per Z°"° „ c 150 STAMP S T A M P IINV LPump On - 4.08 t 10' 11111111 FROM RSV TO METER Pum OH 3.1 3 (3%�1S 1T2" PVC PIPE S-.005. SEE - INV=7.0 Toa Flow Rob per zor» e, Win - PIT BY GRAVITY FLOW DOSING VOLUME # N,rMen w Lsewew per zone 2 i! 6T Inlet From House NV N�.S DETAIL 211 xFlow DMMer"I*ULetorMoe 0.0 Flow-Through Port 22' DAILY FLOW-I 10 GPD 100 ZN (lF M emu^ \" Trwwp-t Ve ocip 0.9 fps �._.__.I-. .. -i 14 �N C �Llq • DAILY FLAW/MINIMUM DOSE VOLUME OF FIELDni 5 TO 10 TIMES PIPE VOLUME OF FIELD) = DOSES/DAY : ADJUSTED WATER ELEVATION 2 0 Frictlonal Head Losses l I I__.' _ I_ _ �P� Q"1sq�, V�o�. FIATTNEVJ c * 1,500 Gallon �*� I � 28' Two-Compartment Gallon GRADE AT BOT. PIT = ( Low troughDied1 01 feet � SHINE M. yGn � •1 ' `; �' 2.0 a MONITORING WELL USED FROM 283 LONG BEACH ROAD ,� . 25' Concrete Tank 110 GPD/4.99 DOSES PER DAY 22 GALLONS tie n Transport o 0 feet High Head OBSERVED HIGH GROUND WATER ELEVATION 1.95 ' Low trays vwe 00 art a.-�_ I _ i. I i V BRENNFR i`� Y tea Float Functions Pump �u DRAINBACK VOLUME (i CF = 7.48 GALL: SEE LETTER DATED 3/15/2010 ON FILE AT HEALTH DEPT. i,.,., , ran fnef NO 4 N.�. 4 1 3 Y High Level Alarm 16 LF. DELIVERY PIPE 1.5' DIA - 0.196 x 7.48 - 1.5 Losers L,Urate 00 Gwd o BOT. of TANK-10 R1 n 80L AB80RPT10N SY8TEM (SASI } T 9 0 lme hagh Fk,wreler 0.0 feet 4. . { O �` `L�'•,. [3 Pump METER PIT 48' DIA X GALLONS Functions um 96 HEIGHT PRECASTS DOSE VOLUME AND DRAINBACN( VOLUME PER DOSE Addon FrkrYonLoeeee oo Net Float tube Pum VauR R P CONCRETE SMH. SEE LEACHM FELD fff-MAU Pi yblurr»e Big p Y High Level Alarm Mo," PVU68-2425-L DETAIL #201 22 GALLONS + 1.5 GALLONS 23.5 GALLONS G Override Timer ON OFF Tank t Inlet OblorTrarrponLirze ,9 t#h 00 s 10 15 20 25 30 va of WIN.i 0.2 gets Not Discharye(ppm) I- Val of Latent'per zone 3.6 gme CONSULTANT ANivanT@X AX20 WI nq'ete ,�, Quick Tow Vekrae 5 e g.h, w LLA Ro (Low Profile Installation) 2.0 Discharge Lim GREATER THAN 1 DAY STORAGE PROVIDED IN METER PIT = 258.49 GAL > 110 GAL (DESIGN FLOW) PER SEPTIC PERMIT (SIZED FOR TOTAL BUILDING FLOW) Min. 23' Slope ( 1/4`/ft.) min. Minimum Pump Requirements PumpOeta Legend Da Tank INVERT OUT SEPTIC TANK 6.83 24'0 PVC Risx With Opening Design Flew Rob e.1 9Pm PF2005 High Heed E9k,.nt Pump System curve:_ PUMP ON ELEV. = 4.08 24" Gosketed Tow Dynew Hod 9.9 fee, 20 GPM,,RHP STORAGE HEIGHT - 2.75' Fiberglass Lid With „5r230V,0 OMz,200V 30 MHz Pump Curve: AREA OF METER PIT - 12.56 SF S.S. Bate simplex iO1 Pumping System Two-Compartment j VOLUME - 12.56 SF X 2.75' X 7.481 - 258.49 GALLONS Concrote Tank E Pump°°`"'r Renpr ToIMaNfeld CONSULTANT oa.ratn9 Poke F, ��0 2-0 Return Line BENCHMARK AT Slope (min. 1/4'/ft.) DRILLHOL E SET PROVIDE POSIFIVE SLOPE fn f BACK TO PUMP FOR EL = 4.70' NGVD29 o01PLETE ORA/4 BACK G iNTER.SECT10 EXTENDED q, FROR PE y „'T AiN�NG Top View or.eo.sees... PREPARED FOR : TE RE NTS 1'e Transport .a+. OF CONC -0.6 Line ..�,.._._. `ENE AMnTexeAX20 w/Comete Tank WITH _ -0.2 (Low Profile Installation) 2 - - POLE #P24A Craig P. Zajac A2-t ___. �N� :.__� E V TR' ADYANTEX SYSTEM SEE( (CATIONS VARIANCES 5 Doeskin Place ,�_ 3 - _ -ti N D _--- ADAVAN TD( AX20 SYSTEM COMPLETE WiTH ALL EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN TITLE V SECTION 15.211: MINIMUM SETBACK DISTANCES CONCRETE �', 4. r' '' ACCORDANCE WiTH ALL THE PLAN INFORMATION AND SPECIFICATIONS HEREIN. Framingham, MA. 01701 T i CONCRETE ELECTRIC RISER , PROPERTY LINE TO SEPTIC TANK: REQUIRED - 10'. PROVIDED = 9' (1.0' REDUCTION)PROPERTY LINE TO PRIMARY SOIL ABSORPTION SYSTEM: REQUIRED 10', PROVIDED - 6- ( REDUCTION) 9 r r - A N I N G W A L 4.6 ` - THE ADVANTEX SYSTEM TO BE PROVIDED AS A COMPLETE PACKAGE. TO INCLUDE THE ADVANTEX AX20 A 7_-3 ' PROPERTY LONE TO RESERVE SOrI ABSORPTION SYSTEM: REQUIRED 10', PROVIDED 6' 4•' REDUCTION) \ �� j WATER FIXTURE , SYSTEM. FOR A TWO COMPARTMENT CONCRETE $LPTiC PER MANUFACTURERS SPECIFICATIONS. A ( 4 3 p L_`n t'' /'D` WATER LI N E J I w x Q g 1 VERICOMM AXB WITH REMOTE TELEMETRY CONTROL PANEL SHALL BE PROVIDED FOR EXTERIOR BALDING TOWN OF BARNSTABLE - CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS `�.2 cJ i MOUNTING MEETING THE MANUFACTURED SPECIFICATIONS. � r. ' n I 1 ARTICLE I - PARAGRAPH 360-1 SETAiIpC REQUIREMENTS: Aoolss•oavt aKy To BE NBDlllfn CONTRACTOR TO SUBMIT MANUFACTURER DATA/SPECNFTGOiONS FOR THE SYSTEM EQUIPMENT TO THE REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH, ALL SOIL ABSORPTION SYSTEMS. LEACHING FACILITIES SEPTIC TANKS. DISPOSAL FIELDS. OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS HEREAFTER A 2_4 . r. 5.El,_ N Z _r- I 1.8 1 F loolTm N i4wElt7/i PIIOtDE FOR ENGINEER FOR APPROVAL BORDERING VEGETATED WETLAND (AS IEFANED WITHIN 310 CUR 15.002 OF THE STATE z4�o 120 UYZMCONSTRUCTED SWILL. BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL. INTERVENE RMTALLATON BETWEEN ANY 2.6�� /`� ' �1 F G o \\ iitD!NG SETS AC �� / �T TINE F� Assu® pMoe 12- INSTALLATION OF ADVANTEX SYSTEM SHALL BE BY THE AUTHORIZED REPRESENTATIVE ALL GAPE c, ENVIRONMENTAL CODE, TIRE 5 MM1Nill1M 1EQUREMENTS FOR THE Sl1BSt1RFACE DISPOSAL OF SANITARY SEWAGE) 8� 2.2 �� - 1 EMiItONA�NTN.. INC. P.O. BOX 235, YARMOUlTHPORT AK, PHONE NUMBER: 508-776-6219. AND/OR WATERCOURSE INCLUDING BROOKS, PONDS, SALT AND FRESH WATER MMiSHES, BOGS, STREAMS, CAMBIAL 5.33J c_� ' t l A t-2 r t2' BANKS, LAKES OR SPRING HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL ABSORPTION ➢. ` ��.,\`\ 1` ADVANTEX APPROVAL NOTES SYSTEM. IFJICHNG FACILITY. SEPTIC (.OAPONENT. 1. SYSTEM APPROVED FOR PROVISIONAL USE BY DEP PURSUANT TO TRANSMITTAL NO. X231954 DATE 4 t 7-T-0 �-E_" - P. 0 5 A , A,1_ ' OF ISSLI ANCE JULY 21 2010 DUMB JULY 14 2015. PLEASE REFER TO THiS (IERTiFT(.ATi0�1 FOR PROVIDED: 55.1 FEET (TANK), 75.01 FEET (SAS) PROVISIONAL. USE FOIE COMPUTE PERMIT INFORMAATION AND REQUIRFMENNTS. `CB/DH FIND P 1 SUBSURFACE DISPOSAL SYSTEMS HAVE R- 4.2 1 W A L L �? F, TIPPED - HELD �, P. � 0 5 A �� � z ;�\ piles V OopC1ElE ARTICLE VIN - INSTALLATION OF OMSiTE-SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS - n -Z ,l . �_�t z`, L A W N 1 OPERATION AND MAINTENANCE PARAGRAPH 360- 8 RESTRICTIONS: SHALL vE FOUR-FOOT FOOT OF DEPTH OF J ' �� a�4' � NATURALLY OCCURRING PERVIOUS SOIL ABOVE THE MAXIMUM GROUNDWATER ELEVATION. J PI R�To� 1. THROUGHOUT ITS LIFE, THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE PROVIDED. APPROXIMATELY THREE FEET OF NATURALLY OCCURMNG PEINIOl1S SOIL OCCURS ABOVE THE HIGH NN s� (0I AGREEMENT. NO O&M AGREEMENT SHALL BE FOR LESS THAN ONE YEAR. GROUNDWATER. PROVIDE AN OVERDIG TO THE 'C' HORIZON ELEVATION AND REPLACE WITH CLEW SAND PER 5.2 _ w o to SCREW It e'or TITLE V - 310 CUR 15.255 TO THE TOP ELEVATION OF THE SAS TO PROVIDE THE REQUISITE 5 FT OF ' \ R1w+cR4� STY BALL BE USED IMTK AN Odd►1 AGREEMENT IS SUBMITTED TO THE LOCAL APPROMNG SEPARATION TO HIGH GROUNDWATER. WO PROVIDES FOR THE CONTRACTING OF A PERSON OR FiRM COMPETENT IN PROVIDING SERVICES cc b I` �DppiD R � c /�a Bona OF Ran ELEV.-7.0 CONSISTENT KITH THE SYSTEMS SPECIFICATIONS AND THE OPERATION AND MAINTENANCE REQUIREMENTS SPECIFIED BY THE DESIGNER AND ANY SPECIFIED BY THE DEPARTMENT- 0 _ LOT 19/- - cc CONTAINS PROCEDl1RES FOR NOTIFICATION To THE DEPARTMENT AND TD THE LOCAL BOARD OF SAL SEPTIC SYSTEM CONSTRUCTION NOTE& E HEALTH WITHIN FIVE DAYS OF A SYSTEM FAK.((��,, MALFUNCTION OR ALARM EVENT AND FOR 1. ALL SYSTEM COMPONENTS SFWl BE INSTa.LED IN ACCORDANCE WITH TITLE V OF THE STATE SAWARY CODE DATED n �sloes CORRECTIVE MEASURES TO BE TAKEN MMIEDIATELY- APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, h ANY LOCAL RULES & REGULATIONS APPLICABLE. CV W G ,, - PROVIDES THE NAME OF AN OPERATOR, WHICH BOAST BE A MASSACHUSETTS CERTIFIED OPERATOR t Op�sEp D DA 1 _ PB A W4'to 1 1/2') AS REQUIRED BY 257 CUR ZOO OF AN APPROPRIATE GRADE THAT WILL OPERATE AND MONITOR THE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION IIEORMATION MUST NOT BE th i WAIL F�uN p�`, m PB t 95 ANYTIME THERE SYSTEM. THE A ALARM EVENT.TOR MUST D MAINTAIN THE SYSTEM AT !EAST EVERY THREE MONTHSCHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. (V } E e0 n ` 0 0 1� eii-&0 � N P - 1 �' =CONTROL PANEL �' �; B OF WALL ' PR p1I� 1 PB t 9_ 3. THE OWNER OF THE SYSTEM SHALL AT ALL TIMES HAVE THE SYSTEM PROPERLY OPERATED AND 3. WHEN CONSTRUCTION S COMPLETED, PRIOR TO BACKFIIING, NOTFY THE BOAIRD OF HEALTH AGENT AND DESIGHI EN( NEER N ?� I.PaA 5 _, MANTAINED IN ACCORDANCE WITH THE COMPANYS AND THE DESIGNER'S OPERATION AND MAINTENANCE FOR INSPECTION. an *7.0 R' 1 g1AIR �_ REQUIREMENTS AND THIS CERTIFICATION. w s+•M Q 1, rn 4. SYSTEM SWIM. BE INSPECTED IN ACCORDANCE WITH TITLE V ENVIRONMENTAL CODE FOR PROPER 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCFED 40 PVC. I/NL ESS OiHERWISE NOTED FIERON. J 150b GALLON _ T 1 'E �. ! ' a SAS /�PBECTION PORT ILTs OPERATION DEP GENOtAI USE APPROVALX250888 IIND IN WITH THE MANUFACTURER . RECOMAIENbATiONS AND SPECIFICATIONS. CTiON REPORTS SHALL BE SUBMTITED TO THE LOGO o ` TWO�COMPARTMENT - w E T` c11 --_-- 5. EXCAVATE UNSUITABLE MATERIAL TO THE 'C HORIZON". FOR A HORR. DISTANCE OF 5 SURROUNDING THE LEACHING FiELD. I- I 0. 11 1 - m DETAIL BOARD OF HEALTH. AND REPLACE W7TH CLEAN SAND PER 310 CUR 15.255 TO THE TOP ELEVATION OF THE SAS. 0 0 2 � � TANK. WITH • ,� 3• E .7 ADVANTEX AX20 ,sits �, U POWER SUPPLY v� - 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WFEN LESS THAN 3' OF COVER. W ��. p RETAINING WALL (SEE �r DETERMINE DETAIL,#929 ( W PORTION m �+ Tod OF-.WALL n z LOCATION IN FIELD) - I p R 2 , 7. THE SEPTIC SYSTEM DESIGN LXS NOr INCLUDE GARBAGE GRANDER DISPOSALS. 0 Go O C r _ ix 0 -7 I ! X 10.0 n j ^-"" _- 8. . THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE ALL �" BOT. OF WALL E ESL 7AK 0 OUT ` 7,0 9 0 S C I ,,' EXISTING ES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE a cm V 10 ` 0.1 6 A i EXACT LOCATION, BOTH HORIZONTALLY AND VERTiCAIN.LY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE n EL=4.5 NV. IN=6.66 'r.� k T n 9 �, SETA LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE I- ---_ ANDSMNE FACE SHOWN HEREON AND HAVE NOT BEEN MNDE!"DENTLY VERIFIED BY THE OWNER OR iTS REPRESENTATIVE. THE CONTRACTOR w N � ,q�rs TO AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WENCH MIGHT BE OCCASIONED BY THE CONTRACTOR'SME X p TOP OF WALL EL-8.0 -- 7.0 _- 13- 1 12' BELOW GRADE FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR o x z BOT. OF WALL EL=4.6 10.0 \ 10.3 RHO 'Q N NCUT FIELD STONE $0 WILL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION O 1" SCH 401TRANSPORT LINE 10.0 LF-1.5' SCH 40 DEWAU� Be 4 AG+rIST CONCRETE INVERTS OF ELECTRIC, GAS. TELEPHONE 8 DATA/Comm AND RELOCATE E CONTRCTING WITH PROPOSED INVERTS PER THE 0 o I- PERFORx4 $'�i O ='- � �•'� ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. °p � Q 0- ADVANTEX AX20 FILTER PERLATEFORATEAL*D— � 10 2 7.0 � � iS 4'AS SHOWN. a " o � 2" SCH 40 DISCHARGE LINE , S RED 1 } CB/DH FnlD jv 1r o/c E•. r t ti► THE APPROPRIATE UTILITY 94OWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE z z0 N a cUii METER PIT 48' I.D. X 96" TAIL PRECAST , �4 :: VENT �5� J 8.5 HELD SMH. SEE DETAIL 201 �- } - pROpO 4►tr o 10. PER TITLE 5 SECTION 15.255 THE RECOMMENDED DISTANCE FROM THE RETAINING W BARRIER TO THE 0 CONCRETE # 10) Y I rJ ALA L. m t., o r. ZE ZS a � � w r5 .:�':: :::::: NO OR►� , sAtas gone>A THE TO THE BARRIER SHOULD BE 10 FEET, PROVIDED: 5 FEET - 4b FORCE MAIN 4a _ ::.: $. C� r 40 to era•mag File z erinet 1r BELOEI LON W � z W� 15 LF�1.5 SCH,, � o �/1 ' t*1 � � EDGE OF E SOIL ABSORPTION SYSTEM CLOSEST 9p11S to ` RIP Eli SET 0 7.9 X INSPECTION PORT1SEE DETAIL .. 1 5v(S C 5�. W EXIaD t4• a> �Ac S ,; 3 LM S�OF LEACHINQ AREA RE S QUN�E IM M 2 LF-1.5 SCH 40 MANIFOLD $9p •5 ( 5 63 1 r WL°01G ".'. NITROGEN LOADING LIMITATION: I CERTIFY THAT IN APRIL 1995, I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE a a 6 I- TOP w5 001Ot 01p. DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME o Z FORCE MAIN CLEAN OUT. SEE 1. IR I� EL=8.2s ; F 6.5 a®AR crimp.) BOH REG. 360-045, SALT WATER ESTUARYCN DETAIL #248 X 5.53 Rol- vALvts BOT. OF WALL w :�. :,. CONSISTENT WiTH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 76.5 SF LEA -- EL•= 5 5 g / �� µ• tr o/t:Et LEGAL BUILDING LOT 330 GPD ALLOWED U. EPDM IMPERMEABLE hARRIER PER BED W/ 2-1.S' SCH o 0 } TiTLE V REQUIREMENTS. TOP OF 40 PVC PERFORATED u TER MAIN�J V \� C ' 3'tiiL RESIDENTIAL 1 BEDROOMS SIGNATURE m o T"� fjZL DATE (n (n BARRIER ELEV7.9 DISTRIBUTION PIPES TER METER g WA/ �T' _A -�� x 110 GPD/BEDROOM " W - PO G WX LOW P-1S,679 DATE 0.9/20/12 5.32 AND STONE. SEE vATEP, SHUTOFF NT TOTAL DESIGN FLOW = 110 GPD ' Z TOP OF WALL 11 =8.2s DETAIL #211. 5.9 i P AVE lfaL SHEET TITLE - BOT. of WALL EL=5.5 XCAVA(TE A 5' / - GpS MA`S' EDGE of GARBAGE GRINDER (NOT INCLUDED) = N/A BARNSTABLE \ VERDIG DOYVN TO W ,�72 G °'°" PERC RATE = <5 MIN, / INCH (CLASS 1) Septics stem Plan and 17 LF�1.s SCH .�o �, c SOIL EVALUATOR: a PERFORATED LATERAL b"HORIZON EL€�r' _r. BOARD OF HEALTH AGENT: y F�G"ER� p LTAR = 0.74 GPD/S.F. SIEVE WILSON, P.E. NAME: DON DESMARAIS iSEP71C..SYSTL7�N G R. 1r WE 00 AM RiMM B0M MIN. LEACHING AREA OF SAS. REQUIRED: TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 Profile REMOVE WATER SERVICE, PIT. CONSTRUCTION Now 110 GPD/ 0.74 GPD/S.F. 148.6 S.F. MIN. METER, SHUTOFF AND IILlWS ?` ' IRRIGATION CONTROLS N 1. oaNaETE 10 BE=00►sL = G.S.E. = 6.1 G.S.E. = 5.8 G.S.E. = 5.6 G.S.E. = 5.4 a SOWN MU BE WAN WAM at lEr1ACE r11°1"'a°0A101' 50% SIZE REDUCTION FOR I/A SYSTEM =148.6/2=74.3 METER PIT 48' DUX ' i UTILITY PC QpleACIED 10 ss�Asw 0-t�. (3 , g��C� _�F A ; 1 OYR 3/3 LOAMY SAND A ; I OYR 3/4 ; LOAMY SAND A ; t OYR 4/3 ; LOAMY SAND A ; 1 OYR 3/3 ; LOAMY SAND SHEET NO 96" HEIGHT PRECAST i �- \MDE CONCRETE SMH. SEE 1�, - (40 OH PROPOSED SYSTEM; LEACHING BED CONFIGURATION 9' RV 5.35 10' REV 4.97 9" ELEV 4.85 9' ELEV 4.65 DETAIL #201 `�� o- RETA/i10 WALL W N FED STONE FACE �.. 5 L HW po LEACH FIELD WITH 2^�1.5" SCH 40 PERFORATED PVC B ; 1 OYR 5 3 ; LOAMY SAND B ; I OYR 4 4 ; LOAMY SAND B ; 1 OYR 4 6 ; LOAMY SAND B ; I OYR 4 6 ; LOAMY SAND C3nO �-�` 0 _ IDlQTA1L / / / / ■ 6.2 01N-- =- DISTRIBUTION LINES AND STONE. SEE DETAILS HEREON rq o , � t�H` O i - 1 l� BOTTOM AREA: 0.5 X 4.72(14' + 18.4') = 76.5 SF 18" ELEV 4.60 20• ELEV 4.13 18" ELEV 4.10 19' ELEV 3.82 D A T E : 08 30 2012 `� - - WATER GATE OH _� ' Q�T Ir�S TOTAL EFFECTIVE LEACHING AREA = 76.5 SF C ; IOYR 6 MEDIUM C ; IOYR 7 4 ; MEDIUM C ; IOYR 7 8 ; MEDIUM C ; IOYR 7 4 ; MEDIUM 10 0 10 20 BENCHMARK AT MAG �� SYSTEM DESIGN CAPACITY=76.5 SF x 0.74 GPD SF X 2=113 GPD / / / � NAIL SET �, � � � c. / SAND SAND SAND SAND _ • - - SCALE IN FEET SEPTIC TANK SIZING: 110 GPD x 200X - 220 GAL 78 ELEV -0.4 81 ELEV -0.95 80 ELEV -1.07 80 ELEV -1.27 MONITORING WELL - EL = 6.22' NGVD29 1 \ 1„=10, SEE 3/t 5/20t 0 USE 1500 GALLON TANK MIN. OBS. G.W. O 69 ELEV 0.35 OBS. G.W. O 69 ELEV 0.05 OBS. G.W. O 67 ELEV 0.02 OBS. G.W. O 66 ELEV -0.10 S C A L E o QH r� HYDRANT P N _ �H.., .' '/ �w LETTER DRAWN/DESIGN BY: $DM CHECKED BY : MIWE V�' Per O 48' EtFi/ 2.1 Perc O 48' ELEV 1.4 LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM RATE= <2 MIN/IN RATE= <2 MIN/IN N i UTILITY POD`:. CLASS 1 SOIL CLASS I SOIL JOB N O: 2012-010 C A D D FILE: 2012-010-UT.dwg ry 0 rv_ O BAXTER NYE -�-� ENGINEERING & T 1.5-90' ELBOW 1.5' LATERAL o 3/6. DIA ORIFICE BOTTOM OF fluid flow Air Flow SURVEYING PIPE 6 (OrCLOCK) SPACING VANES a L.5' DIA SCH 40 PVC dosed valve open valve PRESSURE DISTRIBUTION LATERAL a Air L Registered Professional Engineers t 1.5' DIA SCH 40 PVC 2' MIN THICK LAYER OF 1/6'TO 1/2- DOUBLE Pumps on, fluid flow doses valve s and Land Surveyors PRESSURE DISTRIBUTION WASHED STONE (PEASTONE) MANIFOLD TO BE MANIFOLD (SEE DETAIL) Pumps off, valve condition open LL to allow air flow into SAS. 4'-0' O x 6', 7W P.soon Conc. `� 1.5' TEE BELOW LATERAL ELEVATION ORIFICE SHELD (� ��) Ring w/ 6' OPGN. ( Ic - 4000 pal) 78 North Street - 3rd Floor to : ASTM c - 478). ^' Hyannis, Massachusetts 02601 1.5' MANIFOLD - ".ice_. ii t: -ii--i• � i iT R -� • •-i�f�^.; S-O.0050 SECTION A-A _ — _ — Phone — (508) 771-7502 ' _ _ _ - � - Fax — (508) 771—7622 FLOW D �� p www.boxter—nye.com 1 m � - q ,.5'-�, L1.eow 1.s' SW 40 PVC aSIRIeuTIaN o VENT MANIFOLD 1.5' DIA SCH 40 PVC SECTIONAL PLAN $ STAMP S T A M P LATERAL : l SECTION B-8 EIasT>!Mc GROUND OR 3/4-TO 1 1/2- DOUBLE y F APPROVED SEPTIC FILL WASHED STONE AIR VALVE BREAKER i e "f ��"CFa�� ` c L' 1.5-x1.5-x1.5' TEE �z,�m��t i h',= .0..,, PARTIAL PLAN VIEW Ir 1.5' DIA PRESSURE I Watt Manholem Frae Ac DISTRIBUTION FINISH GRADE I Cove 1 �P�. ;1'& g� . .. � LATERAL b s 1/6'TO 1/2- DOUBLE 4' Min. Mortar Frostproofinq —1.3 SCH 40 PVC DISTRIBUTION WASHED STONE (PEASTONE) 6 MANIFOLD 47� b� CONSULTANT 1.35' Blind Flange � 1.5'e SCH 40 PVC 1.35' 2.0' - -- Res MJ. pp it gg CA. °°��$ b�,n•.8•. bA$• bp;8• (Ttq. 8 '';'D :;7"• o •' ��'::•r •r ;� SCH 40 PVC 45 Ebow ' SCH 40 PVC DISTRIBUTION 1.5'-90' ELBOW 1.5' 00*•10 SPACM GETAL C:1 73 SCH 40 PVC l .Reduc. Wye SCH 40PVC. Force Main o �� (as applicable) - - CONSULTANT ALAST o �d ALATERAL LENGTH NO. OF SPACING F� FA1 M"WILING 1.5'x1.5'x1.5' TEE ORIFICES TRENCH ETU 1 17' 4 4.25' 2.125' EXISTING GROUND OR 3/4-M 1 1/2- DOUBLE 2 15' 4 3.v 1.675' TO CLEAN OUT SECTION A-A. APPROVED SEPTIC FILL WASHED STONE PREPARED FOR .- ORIFICE SHIELD (SEE DETAIL) PRESSURE DISTRIBUTION MANFOLD N.T.S. C- PRESSURE DOSED TRENCH SECTION N.T.S. C_ FORCE MAN CLEAN OUT N.T S C- ORIFICE SI411ELD FOR t5' DIA PPE N.T.S. Craig P. Zajac DETAIL 230 DETAIL 5 Doeskin Place 210 DETAIL 2/ �ETA�L Framingham, MA., 01701 2 NOTES. ACCESS I 1. BASE SECTION SHALL BE MOW JTHIC WITH A 48' INSIDE DIAMETER. N ' r— • • 2.CONCRETE SHALL BE COMPRESSIVE 46- DIA. MANHOLE I STRENGTH 4000 PSI TYPE I CEMENT. 3. ALL O(TERIOR SURFACES SHALL BE GIVEN ALTERNATE TOP SLAB TWO COATS OF BITUMINOUS WATER- (STEEL REINFORCED) PROOFING MATERIAL FINISH 4.JOINT SEALANT BETWEEN PRECAST SECTWHS GRADE SHALL BE PREFORMED BUTYL RUBBER. 8- 24' DMA. 6' - ACCESSri 5 WA707MT MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. SEE ADJUST TO GRADE WITH CLAY BRICK AND NOTE MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICI< COURSES MAXIMUM) WZ i VERT IN - SEE PLAN Vw W 8 r- SEE PLAN FOR FORCEMAIN INVERT c� OUT. PROVIDE FLEXIBLE WATERTIGHT GASKET OR SLEEVE cc 0G O t CM w 9X SEE NOTE 4 V N m 46' DIA. MANHOLE U W bl = 12' I- C: W V • OQi i+ O O G � N V o_ 12' COMPACTED GRAVEL BORROW w Q) COMPACTLY SUBGRADE x Z Z O C o a n. c_ PRECAST MANHOLE (SMH) PUMP CHAMBER N.TS. 5 W "' W N N 1k: O � v 0 n N N w z n � \ rL Ln U_ ON 0 ME :rE m q- C O Z SHEET TITLE Details N Ln en .--) O N SHEET NO C4mO f"7 3 0 6 N DATE : 02 05 2013 C) O N O J d _J SCALE : NITS o DRAWN/DESIGN BY: SDM CHECKED BY MILIE N o JOB NO: 2012-010 CADD FILE: 2012-010-UT.dwg N N O N n TYPICAL SYSTEM FLOW TRAIN & COVER 0 MADE BAXTE R NYE NOT TO SCALE RISERS M COVERS SHALL BE WA79MGHT NOTES: 1. SYSTEM IS MI DESIGNED FOR H2O VEHICULAR LOADING. ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL FINISHED GRADE D. BOX - 10.0 FEED GRAM OVER LEACHING TRONC" - 9.7 SURVEYING APPROXIMATE TOP OF COVER TO BE FINISH FLOOR 13.0 WATER TIGHT. -M SET TO GRADE 9 ( TOP of D-BOX EL-9.23 001IP�A�T)ED FILLC� INSTALL ONE INSPECTION PORT IN PROPOSED GRADE = 10.0 SET AT LEAST ONE MANHOLE FRAME SET MANHOLE 36' (�) Corer ACCORDANCE WITH & CO►ER AS wM 6" of FINISH GRADE FRAME � COVER FIRST 2' (TO BE BE L OR FILTER FABRIC MANUFACTURERS Registered Professional Engineers RISERS & COVERS SHALL BE WATERTIGHT O GRADE RISERS RECOMMENDATIONS FINISHED GRADE OVER & COVERS SHALL 2• 4LF " 4 SCH. 4o PVC O 2oox DOUBLE��IDNE 2 - ADS BIODIFFUSERS and Land Surveyors '[ PIT - 10.0 BE WATERTIGHT 1.5" SCH so INV MN=8 46 :. CHAMBER TOP LEACHING CHAMBERS FINISHED OVER TANK = 8.0 MET TEE TO 1" 4 S 6 SUMP OIUT-8.31 CHAMBER SCH 40 PVC l IN0 25 ELEV-8.64 78 North Street - 3rd Floor i 1 GRADE 1"0 Transport ABOVE ° °�"n0N Hyannis, assachusetts 02601 RUN 4" SCH 40 PVC INSULATED A: PROTECT ►. • :_ : -y . r.:•. • :•. •. AS NEEDED UNDER PIPES FROM FREEZING TOP TANK EL = 7. 3" MIN. Ltne DiO ENLARGER 1 • HOUSE AND SWEEP :.; ,. . •;• •. Assembly . 6" CRUSHED N Phone - (508) 771-7502 UP -ESTIMATE L=30 -- 6. 3 lFM4" SCH 40 PVC OS- 8.OX m. TO 1.5'• L STONE BASE 0 3/4" TO 1-1/2- DOUBLE Fax - 508 771-7622 FT. PROVIDE COVER -- .► TO MANIFOLD DISTIVEIM ON BOX WASHED. ( ) AS NEEDED. S=2.00X INN IN- 6.5 10" MIN. OUT= 6 25 AS N% MIN ALLOWED) � v' Float Assembly ROTonoo OB-3 OR EQUAL _ WWW.baXter-nye.COm • Z Model MF3A EFFLUENT FILTER » High Woter Alorm On - 4.58IEXISTIING SOILS TO BE REMOVED TO THE ro BE INSTALLED ON A LEVEL STABLE BASE 14" t g Pump On = 4.08 5' MIN HORIZON" SEE CONSTRUCTION NOTE #5 C 61 61SHED $- Pum Off = 3.83 STAMP STAMP HEREON. ,r lNV N�.O BASE ADJUSTED HIGH GROUNDWATER V 2.0 "w N CF . r 2� ATM � : BUT TANK EL = rrr- -�;--�.,._.. � .• 22" Float Functions r GRADE AT BOT. PIT = WITH ALL SOX ABSORPTION SYSTEM WAS) } ' t., SIMPLEXING PUMP SYSTEM COMPLETE LEACf/rQ CHANGER ITYPICALI MATT Etiv Y Hi h Level Alarm 2.0 EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN S'`�` 1.I�Q QALLON OPE-COWARTNET�IT 'SEPTIC TANK B ump n High Head ACCORDANCE WITH ALL THE PLAN INFORMATION AND Ors E fF ROTONDO ST1500 OR EQUAL F2 Hump Pump SPECIFICATIONS HERON. N6. 4 ', j TO BE INSTALLED ON A LEVEL STABLE BASE ~j SEPTIC TANK TO BE INSPECTED CLEANED ANNUALLY METER PIT 48" DI X THE PUMPS SHALL BE RATED TD DEUVER 6.1 GPM O 96" HEIGHT PRECAST A TOTAL DYNAMIC HEAD OF 8.91 FEET. C' ,$TES'/ DOSING VOLUME CONCRETE SMH. DAILY FLOW=110 GPD THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD DAILY FLOW/MINIMUM DOSE VOLUME OF FIELD PUMP MODEL PF2005, h HP, 1 PHASE/230 VOLT OR (5 TO 10 TIMES PIPE VOLUME OF FIELD) - DOSES/DAY EQUAL THE PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE SIMPLIXING PACKAGE, INCLUDING, BUT NOT CONSULTANT 110 GPD/4.99 DOSES PER DAY - 22 GALLONS LIMITED TO: METER PIT. WATERTIGHT ACCESS HATCH. DISCHARGE ELBOW ASSEMBLY. VALVES. FLOATS & SYSTEM DRSINBACK VOLUME (1 CF - 7.48 GAL): PIPING). AN ORENCO DEMAND DOSE CONTROL PANEL OR 5 LF. DELIVERY PIPE 1.5" DA - 0.061 x 7.48 - 0.5 EQUAL SHALL BE PROVIDED FOR EXTERIOR BUILDING 6.5 GALLONS MOUNTING MEETING THE SPECIFICATIONS PROVIDED TOTAL DOSE VOLUME AND DRAINBIACK VOLUME PER DOSE: WITHIN THESE PLANS. FINISHED GRADE t\ 22 GALLONS + 0.5 GALLON - 22.5 GALLONS CO ACTpR TO SUBMIT PUMP CURVES AND / / " \/ \/ \�COMPACTEDAI 1 \ \ \/�\/�\ CONSULTANT ao 3 4 -1-1 2 36 MAX.-9 MIN. FILL/ MANUFACTURER DATA/SPECIFICATIONS FOR SELECTED " �_ PUMP AND SIMPLEXING SYSTEM EQUIPMENT TO THE DOUBLE WASHED STONE 2 LAYER DOUBLE WASHED TOP OF CHAMBER BENCHMARK AT ENGINEER FORAPPROVAL Iin oO 2 BIODIFFUSE'R 11"STiwDARD STONE 1/8" TO 1/2" 11 PIPE INVERT 1 m 1 DRILLHOLE SET LEACHING c;wweERs 3/4" TO 1-1/2- EFFECTIVE OPERATION AND (0 1 EL - 4.70' NGVD29 PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TITLE i+� DOUBLE WASHED \ RSECTIONS ED V ENVIRONMENTAL CODE FOR PROPER OPERATION AND OD STONE DEPTH ND IN ACCORDANCE WITH THE MANUFACTURER \ onP`tnj� LINEwt'I1NG WAIL EXTE RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION 7q. `C�NCI p` -0.6 REPORTS SHALL BE SUBMITTED TO THE LOCAL BOARD �a0 PREPARED FOR �.� WITH LANE OF L -0.2 OF HEALTH. 1.25' 15, 1.25' L1.83' 2.8'z 5 " POLE #P24/ PLAN VIEW Craig P. Zajac W-�C E --x 4 GREATER THAN 1 DAY STORAGE PROVIDED IN PUMP CHAMBER w CTION A2-1 ?A --� TR 258.49 GAL > 110 GAL (DAILY FLOW) j NOT TO SCALE NOT TO SCALE _--�NDE � - 5 Doeskin lace d -- PLASTIC LEACHING CHAMBER DETAIL RETE Framingham MA 01701 "-ELECTRIC RISER ', c~it r •r pET, �•�irtG WPLL A ��NC , ADS-BIODIFFUSER 11" STANDARD WATER FIXTURE �,'�/ t L a LAYUP LENGTH 76" PER UNIT 3•0 , WATER LINE x 4.8 } \ 5.2 W l CAI.. SEPTIC SYSTEM CONSTRUCTION NOTES A2-5 C"\ E o-: r ACK v �� NE WPC IN ACCORDANCE WITH _ 2.6 G o o g1ir�DING SETS- � �� 2.2 STO 1 CMFOONNM 94ALL B INSTALLED NST AMENDED THROUGH THE DATE OF THIS LEAN L REGULATIONS OFF THE EISTA SANITARY CODE DATED APRIL 21, 2006, AS 5, `• 1 1 A 1-2 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION WFORIATION MUST NOT BE CHANGED WITHOUT I- \ \cr 5 4 . - WRITTEN PRIOR APPROVAL BY THE ENGINEER. `1 Z . FIELD STONE _ 1 4 j T7r-n-c-- �`R 0 S A 1r � ' �At- li AND CAP HALE a.2 WALL R S A 1 ' \ TIPPDED FND HELD tom,T� 3 PE Fly PRIOR TO BACICFlLLING, NOTFY THE BOARD OF WEALTH AGENT AND DESIGtI O IEER FOR �, lJ 0 INSPECTION. NtaII 8- 4- eBApcsgDE STONE FL T 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCMNED 40 PVC. MESS OTHERWISE NOTED HERON. r• I Z L A W N 1 1�� ALAI CONCRETE WALL AND DMIENM� '� \� IS 4' AS SHOW. 5. EXCAVATE UNSUITABLE MATERIAL ro THE "C HORIZON", FOR A HORR. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE 1 D \ c r WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. a} V v n , 15.2 + ` I z , 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. 5.5 R \ • t>r o 6 7. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRINDER DISPOSALS. � p �� \ 0 1 pp1D� x r. tY MBDOWAR R10 AIN P O m ` _ O. r SEW CO i ' �' 40 ML IPDtl WENII MlP BWM ' i f LOW o ILI TOP OF WALL 28. �� , Itr eFV SEr Ar ao , EL�*7.0 c `1NG Q Z ` 81 10 Drm W WON allelE SoE at�oE 8. ��; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-136e-DIG-SAFE) AND UTILITY COMPANIES ro LOCATE ALL ExIsrING UTILITIES, M -TOTy OF WALL BO`f. OF WALL G` a = o m aFv.an to soE OF nEnwic trlu. AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THIE CONTRACTOR SFiAII DETERMINE THE EXACT LOCATION. BOTH HORIZONTALLY cc c D D 1 r IK aatc `'' AND VERTICALLY. OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE nl EL=7.0 DEL=G.0 O��jG AT10N �, --______ m am o�I - momw SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT EJEEHI INDEPENDENTLY VERIFIED BY BOT. OF WALL �. 1 _ - N C ND I fb r' u' > FEW �I THE OWNER OR ITS REPRESENTATIVE- THE CONTRACTOR AGREES TO BE FULLY � FOR ANY AND ALL DAMAGES WHICH MIGHT BE \ EL=5.0 r0� 1 o OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, O5E0 0 `� 2 1 +4. 12'0/t rW. ;.-. Cc NC pR�ING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTNlT)' CROSSINGS. VERIFY IN FIELD THE LOCATION 0 1 ? LANDS o `'� / INVERTS OF ELECTRIC, GAS, TELEPHONE O DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS STp,IR DIRECTION. THE � SWILL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. w CO"� • W o �• \ r� m GALLON 0 �m\ � � � o ° �` t•�� 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE - c -n E Z`. + � "•. UTILITY COMPANY. ~ TANK 3 0, E Z H- O 0 2 �L \SEPTIC E 1--- 7 �' 0 10. PER TITLE 5 SECTION 15.255 THE REOOIMIUM DISTANCE FROM THE RETAINING WALL,/NA IOUS BARRIER TO THE EDGE OF THE SOIL INN. IN=6.5 BREgK ABSORPTION SYSTEM CLOSEST TO THE BARRIER SHOULD BE 10 FEET, PROVIDED: 5 FEET ~ RAINING WALL (SEE � � .... �ilr EE p W � .• U r` �O a, � DETAIL 92 WALL \',..... . LU . \..... � fr t2•n0E I•r�No roaMc e0nw I^ -� +�.. a y O EL.=8.0 O \ 0 " w z IBMWE�BE BvrxON arouo Ott 11F AI WEN awe.eOI�W PSIL O � C BOT. OF WALL OOIrAL�l0 reac ASIY u-aaar. cc 40 s a N t) rn m C) o EL=4.5 POWER TOP OF WALL SUPPLY 1 - - _ _ __--- o- iTANiO WALL YKIH FBD STONE FACE Its Z w EL 8.7 7. BOT. OF WALL 1 _. �tTAlt- EL=4.7 \ 1 \ I 10.0 10.3 Rp 0' o \ o X z of G Z o M r > 00 o a METERING PIT 9.7 7.0 0 ml\ n ��R� \ N�S ~ D-BOX 1 ° , CB/DH ��Sv a o s ,1 HELD z Z 04 a cn c � RESEFiIVE TO BE w_ pp ' P Ln w g C ` 15 LOCATED BETWEEN; PROP f*1 vi o=_o 1w o w INSPECTION COLUMNS A s s 8.90 PORT � . s � N -. w 5 E M LE I m \�63 TOP OF WALL s 1 ! LEAS AREA RE s I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE � � � � ~ EPDM IMPERMEABLE BARRIER PER TITLE V x IR 10> EL-8.75 1 6.5 NITROGEN LOADING UMITAl10N. DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME o 0 REQUIREMENTS. TOP OF 5.53 P.OL VALV S BOT. OF WALL BOH REG. 360-045, SALT WATER ESTUARYCN 71 2 STANDARD 11" �' CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 N BARRIER ELEV=8.7 BIODIFFUSERS r a - a-�5 9 ' LEGAL BUILDING LOT 330 GPD ALLOWED > M 1 I LEACHING CHAMBERS n'. !__,___ x 6.t P'WA ___ o , AND STONE. ATER METER p;' WATER W OyT p� p�� r t �ix 6� RESIDENTIAL: 1 BEDROOMS SIGNATURE DATE o TOP OF Wes- r�'5 'EXCAVATE A 5 NA TER SHUTOFF W R ��' NT x 110 GPD/BEDROOM z M EL=8.75 ovERDIG DowN TO 5.9 �:�� AVEME SOL LOW P-131M DATE 03/20/112 BOT. OF WALL \ "C"HORIZON ELEV. / C. MAIN i EDGE OF P TOTAL DESIGN FLOW = 110 GPD EL=5.5 (SEE GENERAL W 1912 GARBAGE GRINDER (NOT INCLUDED) = N/A SHEET TITLE BARNSTABLE SEPTIC SYSTEM ��� 2' p�. D - PERC RATE = <5 MIN. / INCH (CLASS 1) SOIL EVALUATOR: BOARD OF HEALTH AGENT: EXHIBIT - Conventional w w _CONSTRvcTION NOTE Ji REMovE WATER LIAR = 0.74 GPD/S.F. NAME: DON DESMARAIS SIEVE WILSON P.E. w � �- �i SERVICE PIT, METER, N Septic syStell'1 SHUTOFF AND MIN LEACHING AREA OF SAS. REQUIRED: TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 :n - - c - �� IRRIGATION CONTROLS_ 110 GPO/ 0.74 GPD/S.F. = 148.6 S.F. MIN. - �� E UTILITY POLE/za G.S.E. = 6.1 G.S.E. - 5.8 G.S.E. - 5.6 G.S.E. 5.4 v '�� \ WiDE�Pv��lc) ON 6.5 "� f / PROPOSED SYSTEM' A ; IOYR 3/3 ; LOAMY SAND A ; 10YR 3/4 LOAMY SAND A ; IOYR 4/3 ; LOAMY SAND A ; IOYR 3/3 LOAMY SAND SHEET NO W'� CHAMBER SYSTEM CONFIGURATION \;� 0 N �\ �4 _ nHVJ-�, - , - 2- BIODIFFUSER CHAMBERS - 11" STANDARD 9" ELEV 5.35 100 ELEV 4.97 9" ELEY 4.85 9" ELEV 4.65 6.5 FT X 15 FT X 1.25 FT. SEE DETAILS HEREON 100 OH B ; 1OYR 5/3 ; LOAMY' SAND B ; IOYR 4/4 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND o - _` _ SIDE WALL AREA 2U 5' + 6.5�) X 1.25' = 53.75 SF 18' ELEV 4.60 20" ELEV 4.13 18" ELEV 4.10 19' ELEV 3.82 DATE : 08 30 2012 WATER GATE pH � \ BOTTOM AR A 15 + 6.5 97.5 S CHI}-�' BENCHMARK AT MAG TOTAL EFFECTIVE LEACHING AREA = 151.25 SF C ; IOYR 6/7 ; MEDIUM C ; IOYR 7/4 ; MEDIUM C ; IOYR 7/8 ; MEDIUM C ; IOYR 7/4 ; MEDIUM 10 0 10 20 NAIL SET SYSTEM DESIGN CAPACITY=151 SF x 0.74 GPD/SF =111.7 GPO SAND SANDmmeMMI OHS_ MONITORING WELL - EL = 6.22' NGVD29 - SCALE IN FEET _- �7i.`t� .---~ SEPTIC TANK SIZING: 110 GPO x 200X = 220 GAL 78 ELEV -0.4 81 ELEY -0.95 80 ELEY -1.07 80 ELEV -1.27 HYDRANT f SEE 3/15/2010 USE 15W GALLON TANK MIN. OBS. G.W. O 69 ELEV 0.35 OBS. G.W. O 69 ELEV 0.05 OBS. G.W. O 67 ELEV 0.02 OBS. G.W. O 66 -0.10 SCALE : 1"=10' LETTER Peat O 48• ELEV 2.1 Perc O 48" ELEV 1.4 6! DRAWN/DESIGN BY: SDM CHECKED BY: MWE 1 LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM RATE= <2 MIN/IN RATE= <2 MIN/IN CLASS I SOIL CLASS I SOIL JOB NO: 2012-010 C A D D F I L E: 2012--MO-UT.dwg N O N ZONING TABLE BAXTE R NYE �Xj ZONING DISTRICT(S): (CBD) CRAIGVILLE BEACH DISTRICT PROPOSED USE: SINGLE FAMILY DWEWNG OVERLAY DISTRICTS: PROP 1st FLOOR = 1,282 SF ENGINEERING & °�'' r r , PROP 2nd RPOD, AP, ZOC SALTWATER ESTUARIES, (2N D FLOOR IIS080% OF 0 1ST L ) OOK \�25 SF -3�\ a -s F SURVEYING (LSBS) LONG BEACH SHORT BEACH (2 ALLOWED USE: RESIDENTIAL -4 EXIST USE. PIER/LAWN Registered Professional Engineers %'' � P v � TOTAL PARCEL AREA: 7,090 f S.F. CONTIGUOUS UPLAND AREA and Land Surveyors ) F i REQUIRED ALLOWED PROVIDED C E Iv / 78 North Street — 3rd Floor LOT AREA: 87,120 SF 7.090 SF ** /i 2 Hyannis, Massachusetts 02601 FRONTAGE: 125 FT 80 FT ** EX1Sj1NG DOCK 1 Phone — (508) 771-7502 1 BUILDING SETBACKS: _ `--��,� ,�c1 �nD www.boxter—nye.com .com 7622 FRONT SETBACK 20 FT 16.6 FT* EXISj��G PI�'wV PICINGS� �- y SIDE REAR SETBACK 15 15 FT 15.1 FT XISSING VIEW CORRIDOR EITHER SIDE 20 FT 20 FT E i MAX. BLDG. HEIGHT(STORIES): 2 STORIES 2 STORIES STAMP S T A M P Z \G MAX. BUILDING COVERAGE (STRUCTURES): 1,500 SF + 6% OF LOT OVER 5,000 SF 1,625 SF 1,311 SF (7,090 - 5,000 = 2090(0.06) + 1500) 1 A 1 MAX. LOT COVERAGE (IMPERVIOUS AREA): 3,200 SF 1,757 SF �^ 50% BUT NO MORE THAN 3,200 SF (7,090 X 0.50 = 3,545) DRILLHOLE SET * EL = 4.70' NGVD29 C`o XTEDED CONSULTANT N S U L T A N T REQUESTED SPECIAL PERMIT \_INENTEpSA ** EXISTING CONFORMING 79' t coN RE�E RETAINING W \ -it: OF 1 WIN Lip... 1 --2 ,N A A2-1 __._-___�c ���1 �� CONSULTANT CONCRETE A2-2 1 RFTAININC: WAII rmr EVE E ' 4 2-FOOT W10 r 1 ' �� Al-S / � I LO CI n i PREPARED FOR : A2-4 toU 0 A9-ri -' 101 0 c 0 �' \\ TBAv^ C- ' A,_a ��` 4 gWII.DING SE , i TONE. _ Craig P. Zajac 6 - __----3 5 Doeskin Place Z // -, Al-2 4 -S-T-p �_E_- 1` R 0 S A i A ? �� 4 1 Framingham, MA., 01701 ` W CB/DH FND- P il n c n 1_ r' TIPPED - HtIU \ 01. n 1 z ,DECKUl roCA 0 Wy 1 l nT 11 \ C) O. 01 Z o 1 '1 , 0' `I 101 SEW CpRRIDR \`�c� � Za Z o LOT lg//- PB 27 Pg 141 (UNDATED) 01-1 LING p z TOWN WAY J\ 1 GpiO DpT1O 0 --, M I i o PR �QVN m n 0 > __ _PB 43 Pg 23 (01-1931) \ - ' A�� 1 ` •� n , 6 f0. " \ QN 1 pROpO o �'\ v PB 199 Pg F1 (�03-t963) 1 1 m .R, 1 STARS n O O O r ' ' a U. 00 �^ �\ 1 20.5g 0 0 O r O Z n n l� n `� rn C) R�i111�lIN6 WALL SEE v �uv��( �`..' \ 0 `0 DETAIL, a f / cc rn 29 v ' PORTION LOT 11 @ PB 27 Pg 141 / N 7,090 SO. FT. SE�QP�n v v. i6 n i\� i v1 01 � � U1LD1 G � 2� � �- 20 g . S —' CB/OH FND L,�cD ' — � '� i � N �GVD29 � PR����oSE J v _5- CB/DH FND �\ \ W �J ` HELD \\ 0 \\ O 0 G \ a. N V — 0 t-- PI� EDGE OF w 0 F. 0 ," N G- \ �40' WADE P Her ON�f -� � � ` m n 00 SHEET TITLE BENCHMARK AT MAG 1 Layout and Dimension LICENSE/PERMIT HISTORY: GH`t}�--� --- NAIL SET y D.P.W. Lic. #4688 (Wall & Solid Fill) °Hvr OH\ EL = 6.22' NCVD2Q 1 Plan D.E.P. File #SE 3-1157 (Dredging) D.E.P. File #SE 3-2533 (Dock, Ramp & Floats) 1` SHEET NO Waterways Application #W-93-1785 (Amnesty Dock License) C2nO DATE : 08 30 2012 1 1 1 SCALE : DRAWN/DESIGN BY: $DM CHECKED BY: MNIE JOB NO: 2012-010 CADD FILE: TYPICAL SYSTEM FLOW TRAIN ADVMM SYSTEM SPEOMATIONS �•7=-{ AaAVAN1D( AX20 SYSTEM COMPLETE WITH ALL EQUIPMENT AND CONTROLS SHAM BE PROVIDEDAN( IN NCCOROE WiTH ALL THE PLAN NOT TO SCALE • - PUW BPEC�ICAT1M FINISH GRADE 1 INFORMATION AND SPECIFICATIONS HEREIN. BAXTE R NYE j NOTES: 1.35' 2.0' 1.35 9" (MN.) COVER y '.. 1. SYSTEM IS MELT DESIGNED FOR H2O VEHICULAR LOADING. SIMPL.D(ING PULP SYSTEM COMPLETE WITH ALL 2" LAYER DOUBLE WASHED THE ADVAVTEX SYSTEM TO BE PROVED AS A COMPLETE PACKAGE, TO INCLUDE THE A)VANTD( AX20 SYSTEM, FOR A Two COMPARTMENT 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN STONE 1/8' to 1/2" OVER 2 CONCRETE SEPTIC PER MANUFACTURERS SPECIFiCATIONS. A VERICOMM AXB WITH REMOTE TELEMETRY CONTROL PANEL SHALL BE PRODDED FOR ENGINEERING &ACCORDANCE WITH ALL THE PLAN INFORMATION ANDEXTERIOR BUILDING MOUNTING MEETING THE MANUFACTURED SPECIFICATIONS. DISTRIBUTION LANES OR FILTER s' 17.5' LAYER of axNBLE WASHED APPROXIMATE TOP OF Recirculating Sputter �yER TO BE SPEgFICATiONS HERON. FABRIC STONE 3/4' TO 1 1/2' ' FINISH FLOOR = 13.0 Valve (RSV) With WATER TIGHT. CONTRACTOR TO SUBMIT MANUFACTURER DATA/SPECIFlCATiONS FOR THE SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL S U R VE YI N G -- INSULATED & PROTECT ALL Quick Disconnect SET TO GRADE THE PUMPS SHALL. BE RATED TO DELIVER 6.1 GPM O PIPES FROM FREEZING A TOTAL DYNAMIC HEAD OF 8.9 FEET. PROPOSED GRADE = 10.0 SET WATER TIGHT'ACCITS NOTALLATION 1"/ Discharge THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD (2)-1.5' SCH 40 PETiFORATED INSTALLATION OF ADVANTD( SYSTEM SFWl BE BY THE AUTHORIZED REPRESENNTATNE ALL CAPE ENVIRONMENTAL, INC. P.O. BOX 235, f, SET WATER Asgy. Model HV100 TO FINISHED GRADE 1'0 Transport 1 ORIE/230 VOLT OR LEACHNO FEED CROSS-SECTION PVC DISTRIBUTION LINES YARMOUTHPORT Mk, P� NUMBER: 508-776-6219. Registered Professional Engineers � TIGHT ACCESS 2' Dia. Vent FINISHED GRADE OVER Line EQUA HEPUMPING SYSTEM TO BE PROVIDED AS A VENT W/ METER PIT = 10.o INSECT SCREEN ADVANTEX APPROVAL NOTES and Land Surveyors PACKAGE, INCLUDING, BUT NOT ARILS SEEP TO GRADE FIPMMSFED GRADE OVER TANK W FIFER = 10.0 I�I WATERTIGHT ACCESS HATCH, --� WNW LIMITED TO: ASSEMBLY. VALVES, FLOATS do \ GRADE aVER LFACFNNG = 9.1 TI] 8.9 (TYP') I. SYSTEM APPROVED FOR USE BY DEP Pi1R5laANT TIO TRAIlSMf1TAl No. X231954, taArE of rssuANCEJULY 21 2010 t>o�REs 78 North Street - 3rd Floor H Hyannis, Massachusetts 02601 TO PROTECTDoh Flow ha PIPING). AN ORENCO DEMAND DOSE CONTROL PANEL OR TOP OF PEA " JULY 14, 2015. PLEASE REFER TO THIS CERTIFICATION FOR USE FDR COMPLETE PERMIT INFORMATION AND RL`QUIREAII`_iVTS. ASNN4EEDEDH 40 PVC UNDER PIPESUFROM FREEZING _ Assembly STONE EL=7.875 2 LAYER 1 8 TO 1 2 STONE 9COVER , � -- SLOPE BACK TO PUMP N TO MANIFOLD EQUAL SHALL BE: PROVIDED FOR EXTERIOR BUILDING . 1--�� ya T" HOUSE AND SWEEP FOR DRAIN BACK ''1 -0 MOUNTING MEET114G THE SPECIFICATIONS PROVIDED �-90� ELBOrtl OPERATION AND � UP -ESTIMATE SWEEP -- To Control Panel I Float Assembly WITHIN THESE-PIAWS. FT. PROVIDE COVER-3 -- TOP of TANK=7.513 1 BOT. OF Model MF3A TEL 1/4� 1. THROUGhWT ITS LIFE, THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE Phone - (508) 771-7502 �1 FILTER=7.33 High water Alarm On = 5.58 CONTRACTOR TO SUBMIT PUMP CURVES AND (OM) AGREEMENT. NO O&M AGREEMENT SHALL BE FOR LESS THAN ONE YEAR. AS NEEDED. LOWED x 11 11" INN IN-7.33 Pump on = 5.08 MANUFACTURER DATA/SPECIFICATIONS FOR SELECTED MANIFOLD. SEE: HOLE FOR Fax - (508) 771-7622 ILEX MIN ALLOWED 13" DRAINAGE 2 NO SYSTEM SHALL BE U1SED UNTIL AN O&M AGREEMENT IS SUBMITTED TO THE LOCAL APPROVING ( ) 15 FROM RSV BY PUMP AND SIMPILEXING SYSTEM EQUIPMENT TO THE 24.5' GRAVITY FLOW l� Pump Off = 3.83 ENGINEER FOR APPROVAL DETAIL �210I1 v=7 ss AUTHORITY WHICH: www.baxter-nye.com <•- - PROVIDES FOR THE CONTRACTING OF A PERSON OR FIRM COMPETENT IN PROVIDING SERVICES CONSISTENT WITH THE SYSTEMS NV IN-6.0 ,, DOUBLE Z SPECIFICATIONS AND THE OPERATION AND MAINTENANCE REQUIREMENTS SPECIFIED BY THE DESIGNER AND ANY SPECIFIED BY THE NV ft 6.66 OPERATION AND MAC > WASHED STONE 1.5 SCH 40 PERFORATED m NV=7.5 DEPARTMENT; 0" MN. NV N�83 GRAVITY OW TO METER PIT BY PUMP Stall BE INSPECTED IN ACCORDANCE WITH TITLE �.Jl n P (3/4' to 1 1/21 PVC PIPE $-.005. SEE W-7.0 - CONTAINS PROCEDURES FOR NOTIFICATION TD THE DEPARTMENT AND TO THE LOCAL BOARD OF HEALTH w7HIN FIVE DAYS OF A SYSTEM STAMP S T A M P GRADE AT 90T. METER V ENVIRONMENTAL CODE FOR PROPER OPERATION AND 1 , � �^ I DETAIL4il FAIL MALFUNCTiON OR ALARM EVENT AND FOR CORREC7INE MEASURES To BE TAKEN IAMIEDIATELY; 67" Olaf From House 1. :. •' PIT = 2.0 PRO THE NAME OF AN OPERATOR, WHICH MUST BE A MASSACHUSETTS CERTIFIED OPERATOR AS REQUIRED BY 257 CMR 200 OF AN ZH 0 vF�� s „,IN ACCORDANCE WiTH THE'. MANUFACTURER 4 Flow--Through .Port RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION c ° APPROPRIATE GRADE THAT wLL OPERATE AND MONITOR THE SYSTEM. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM AT LEAST � High Head 4 EVERY THREE MONTHS AND ANYTIME THERE IS AN ALARM EVENT. c� REPORTS SHALL BE SUBMITTED TO THE LOCAL BOARD HE EM-CrCF lon Float Functions Pump ADJUSTED WATER 11EVATION 2028' rtment OF HEALTH. �_�� 3. THE OWNER OF THE SYSTEM SHALL AT ALL TIMES HAVE THE SYSTEM PROPERLY OPERATED AND MAINTAINED IN ACCORDANCE MTN THE 25' Ta Y Hi h Level Alarm N4IE: COMPANYS AND THE DESIGNER'S OPERATION AND MAINTENANCE REQUIREMENTS AND THIS CERTIFICATION. �✓ Tank P METER PIT (Pump l hf U g um n ) _ _ _VV7'4-__'__.___.----__ . _-___ .__...__ ___ f WATER OETERRIr111NEDENGLJWD COASTLINE U^S ARMY CORPS. :4 83 . PUMP PBAX2472Fi - z- L t l 4. SYSTEM SHALL BE INSPECTED IN ACCORDANCE WITH TITLE V ENVIRONMENTAL CODE FOR PROPER OPERATION, DEP GENERAL. USE APPROVAL Basin Model "l _�•`�`,` R P --- t �.` IX2508M AND IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS. INSPECTION REPORTS SHALT. BE SUBMITTED BOT. OF TAW-2.0 24 DU X 96 HEIGHT v�> i e S - .._. OF I NEERS. SEPTEMBER 1988 PLATES C-22 do C-23. TO THE LOCAL BOARD OF HEALTH. 1STI R •� Float Functions Biotube Pump vault (DESIGN .FLOW) PER SEPTIC PERMIT (SIZED FOR TOTAL BUILDING FLOW) S ONAL v DOSING VOLUME GRELATt?2 THAN 1 DAY STORAGE PROVIDED IN TANK ABOVE INVERT OUT = 251.5 GAL > 10 GAL ITEM t A } QENERAL SEPTIC SYSTEM CONSTRUCTION NIOTEsr ` . S \ Y High Level Alarm Model F'VU68-2425-L � '� � DAILY FLOW-110 GPD ELEVATION INSIDE._TOP OF TANK 7.25 LEA FEED ITYPICAU I. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V of THE STATE SANITARY CODE DATED Aoft 21. 2o06, AS G Override Timer ON OFF DAILY FLOW/MINIMUM DOSE VOLUME OF FIELD INVERT OUT SEPTIC TANK =_ 6.58_._.. AMEINOED TFIROUf�H THE DATE OF TINS PUN. dt ANT' LOCAL RULES REGULATIONS APPLICABLE. W LLA RO o (5 TO 10 TIMES PIPE VOLUME OF FIELD) - DOSES/DAY _ - AdvanTex AX20 w/Concxlete Tank sT°w�cE HEIGHT = o•s7' CONSULTANT 110 GPD/4 LOSES PER DAY - 27.5 GALLONS AREA OF TANK (TYP.) - 10 X 5.17' - 50.17 SF 2 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITIi01ir (Low Profile Installation) SYSTEM DRAINBACK VOLUME (1 CF - 7.48 GAL): VOLUME 50.17 SF X 0.67' X 7.,481 - 251.5 GALLONS WRITTEN PRIOR APPROVAL BY THE ENGINEER. 19 L.F. DELIVERY PIPE 1.5" DU - 0.228 x 7.48 - 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR To BACKFILLNNG, NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN ENMNEER FOR 1.74 GALLONS AdvanTex AX20 w/Cow-ete Tank I��. TOTAL DOSE VOLUME AND DRAINBACK VOLUME PER DOSE: (Low Profile Installation) Inlet 27.5 GALLONS + 1.74 GALLONS - 29.24 GALLONS l 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 4'0 PVC. UNLESS OTHERWISE N07ED HEREIN. -1-0 Transport CONSULTANT Una /-AX20 AdvanTex Fitter 2' Dia. Vent F-- 5. EXCAVATE UNSUITABLE MATERIAL TO THE 'C HORIZON, FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD. AND REPRICE / WITH CYAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. ww sum Alin. 23" Discharge �ert�bb Dia Tank 6. INSLI ATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. ~ TO DfSTIIBlAK1N 24'0 PVC Riser Mrrth Opening ' BENCHMARK AT eox ~ Fherg�t d with 7. THE SEPTIC SYSTEM DESIGN DOES DRILLHOLE SET Hoot Assembly ulgc=7 S.S. Botts Simplex 1,500 Galion MNCI l/DE GARBAGE GRINDER DISPOSALS. MOF3A�or egWdd ---- 1• Pumping System Two-ComConcreteTankA°nt I 8. �LITIO L THE CONTRACTOR SHALL CONTACT DOG SAFE (AT 1--888-DEG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES,EL = 4.70 NGVD29 PREPARED FOR . High er Moan on = s.58 --- AT LEAST 72 HOURS BEFORE THE START OF CXkNSTRl/CT10N. THE CONTRACTOR SHAl DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY INVERSE TiO, T ND.- Pump On - 5.08 w now AND VERTICALLY, � pERTY L',rlE WALL EX�E �D - IN-a.o OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK THE LOCATION OF IXS71NG UNDERGROUND UTILITIES ARE Q, pR0 1� QET A Pd�NG Pump off = 3.83 � SHOWN IN AN APPROXIMATE WAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFU BY 2's Return Una THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MI#CH MIGHT BE 2 1 7 F CONCP.E -O fi Slope (min. 1/4/ft.) F 0 22' 11'"t"• OCCASIONED BY THE CONiRACTLTR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION Craig P Zajac WiTH UN- /N 11�6.83 � Quick Z's Discharge Una 2'0THE CONTRACTOR SHALL NOTIFY THE ENGINEER MMED14TELY FOR POSSIBLE REDESIGN. AT UTILITY' CROSSINGS, VERIFY IN HELD THE LOCATION--2 -0.2 Slope Returnmin Una ape (min. ,/4-/ft, TELEPHONE & DATA/COMM AND RELOCATE IF CONFlJCTING wTH PROPOSED INVERTS PER THE ENGINEERS 5 Doeskin Place 5.2 PR INVERT 2.0 �3.2 POLE #ID24A slope (min. 1/4"/ft) / INVERTS OF ELECTRIC, GAS. , DIREC110N. THE OONTRACTOR SHALL PRESERVE ALL UNDERGROUND tmLITres As REQUIRED .• C 1,500 Gallon ' --� TRIC i4 2.4 Discharge Une Two-Compartment BACK TO PUMP FOR 9. THE PROPOSED UTILITY COWECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALT. BE AS DETERMINED BY THE APPROPRIATE g A2-? -----�-z`A�N E F�F , � • PRE CAPE Framingham, MA., 01701 �. �F+nyP�D \ METER PIT (Pump Basin Slope (min. 1/4*, Concrete Tank To Manifold __ -pND 2 Model PBAX2472Fl 2e DIA ATE D 1 UTILITY COMPANY. CONCRETE \ A _2 RESE 5.3 4 �` r p x 5.1 ��1 X 96" HEIGHT or eWd. High Hood Pump End Yew Top View RETAINING WALL CONC ' �� tLECTP,IC RiSE . II,` N1s Hts ��Tmnsport 10. PER TILE 5 SECTION 15.255 THE RECOMMENDED DISTANCE FROM THE RETAINING WALL/�A1IPERNOl1S BARRIER TO THE EDGE OF THE SOIL �\ A2-3 _ - �� WATER F!YTURE' ' , � --,--3.0 �ti1DE ABSORPTION SYSTEM CLOSEST TO THE BARRIl7R SHOULD BE 10 FEET, PROVIDED: 5 FEET 2_FOU n' WATER L.!"dE V r�x a,8 �, 1.2 VARI ANCES // 2 �.2 ' � � ' f C.- `� i ,y TITLE V SECTION 15.211: MINIMUM SETBACK DISTANCES - i, PROPERTY LINE TO SEPTIC TANK: REQUIRED - 10'. PROVIDED = 9' (1.0' REDUC710N) An-4 PROPERTY LINE TO PRIMARY SOIL ABSORPTION SYSTEM: REQUIRED = 10. PROVIDED = 6' (4' REDl1CT10N) A 2 S r+ i A -' f -` ' w P�� PROPERTY LINE To RESERVE SOIL ABSORPTION SYSTEM: REQUIRED = 10' PROVIDED = 6' (4' REDUCTION) � r \ r' 1 � n+ 2.2: S ti' TOWN OF BARNSTABIE - CHAPTER 360 ON-SITE SEWAGE OiSPOSAL SYSTEMS �.� � � �-.:. Tom. - W � l �._- :_ , ..._ ,, ARTICLE 1 PARAGWPH 3tS0-1 SETBACK REt7�Gf�£tblFlNTS _\ r - ' t. r 1 1 A 2 REQUIRED: UNLESS OTHERWISE SPECIFlm BY TFIt BOARD OF HEAL ALL .i1OIL ABSORPTION LEACHING F ' . t � TH, SYSTEMS, ACIITES. SEPTIC TANKS, DiSPilSAL s fE1.DS,:.OR _OTHER SEWAGE,DISPOSAL SYS1iEIA' r:0i►,i� .R 5 i _ CONSTRUCTED SFWl BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SIA L INTERVENE BETWEEN ANY BORDERING VEGETATED WE'LAND (AS DEFINED WITHIN 310 CMR 15.002 OF"ThE STATi . -%&ONMENTAI' r - rJ-c -- _ P o S A. `` @ A� l SOLID CAPSTIONE FULL WIDTH OF WALL CODE; TILE 5, MINIMUM REQUIREMENTS FOR THE SUBSl1RFACF DISPOSAL. OF SANITARY SEWAGE) AND/OR WATERCOURSE INCLUDING BROOKS. PONl7S. SALT AND FRESH WATER MARSHES. BOGS. STREAMS, CQAS`tAL BANKS, LAKES - r C B/D H F N D MIN. 3 sF/STONE MIN. 4" THICK LL a ti� r t 0 S A. �1 o TIPPED - HELD STONE To MATCH WALL SOW OR SPRING HIGH WATER MARK OF 11QAI. WATERS AND ANY PORTION OF ANY SOUL ABSORPTION SYSTEM, LEACHING FACILITY, SQPTiC COMPONENT PROVIDED: 55.1 FEET (TANK), 75.01 FEET (SAS) HASH GRADE O RETAINING COiDITiOHS i_.. L A W N �, , 1 cn �. 18 VARIES; GRADE Ni SMIME TO KEEP WATER OFF OF BACK OF WALL AND ARTICLE VII - INSTALLATION OF ONSFTE-SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS - 3 \ �.D CK , 1 n TON TOP OF ELFV. Y So AS NOT To Pao. PARAGRAPH 360-18 RESTRICTIONS: SUBSURFACE DISPOSAL SYSTEMS SHALL HAVE FOUR-FOOT OF DEPTH OF NATURALLY OCCURRING PERVIOUS SOIL ABOVE THE MAMMHIM GROUNDWATER ELEVATION. o _ PROVIDED: APPROXIMATELY THREE FEET OF NATURALLY OCCURING PERVIOUS SOIL OCCURS ABOVE THE HIGH GROUNDWATER. PROVIDE AN OV67M TO THE 'C' HORIZON ELEVATION AND REPLACE,MATH CLEAN SAND PER TiRE V 5.2 �I o RAKE FUCK MORTAR ON - 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS To PROVIDE THE REQUISITE 5 FT OF SEPARATION TD HIGH GROEINNDWATER. BOTH FACES MORTAR NOTcc TO BE NSB1F. # 40 MIL EPOM MIPER6110B E BARRIER 'b �` CoRR1DR. \`T11 � C t 1 BATTER BACK OF MALL 1 6 1 2g.0 1' Eh l cc SOUD INIERLOOONG WALL ,NM t o'� ' \ MORTARED ` ,2" Jowrs. PROVIDE�REINFORr M (�Y\� Z m SEE PLANS FOR TWO 4 FT LONG TEBAgCS AT S ♦♦ I�gEDs+ i1ON ' G� o FT O/C AT A 2 FT HBK:Hf v N �+ -i SURFACE TREA 1 pROp F�u00 \ `� ;0 o � ► - B M v FOR WALL SECTIONIS OVER m o "` °moo o pN p1LE . 13•� ,�h + PROPo` °� \�; n /NATURAL GRADE •A 2 WHERE THEY PENETRATE THE COZ �C�TR4OC PANEL o B ,1 OF WALL o V-"-• ? Ip,NDING E W I `� EL t7.0 N �R. STAIRS �, B6" n 61O GALLON o �' w \ t 20. o ` E �, B 6 m TWOa-COMPARTMENT Z E 3/4" CRUSHED STONE OII,, O C TAk, WITH rn 1 ' \, \ 3.0' �' E , �� ? \ ' �- o B 03 s 40 MI.EPDM KIPElMA&E BARRIER U V 01 \ANA41TEX AX20 / -� 5 1-- ` PREPARED WiTH 24" IAEX*Xr TO PERVIOUS 11J � o Q ' RE7AlI�IIN'b WALL (SEE �', - 9 POWER SUPPLY W �1 \ `. SlA9GRADE WRAPPED 3/4" 01 �? r DETAIL #929 - '`` ' ' (DETERMINE \ , D r 12' WIDER BASE OF WALL CRUSHED STONE (M.) O 00 C v - r r� 00 OE-WALL r LOCATION IN FIELD)771 o ` CC=8.0 �' 10.0 ✓� - 0- ` ,BBBbT OF WALL E EiREAK"�UT Trt E '� 11.=4.5 � 0`,0 I ,� "'� � EL =8.15 � \ •Z ` rT NV. IN=6.66 SEjg,aCxr� r ` a �' AEVANT6 24"Ubl�M. X `'' g 21 gN�DDIN _ s c� " i X z 96 TALL AX20 METERING PIT - 1 7. TOP OF WALL �=8.2 `°� , 10.0 \ 0�� ``': Q BOT OF WAIT EL=4.s 10.3 PROP SE w To- ��" FELDSTOW WALL WITH BARKER N.Ts11LF-1.5" SCH 40 gIDEW ,17�- 7° 2" SCH 40�ISCHARGE LANE PERFORATED �- ,' p ti o V - ,( ��TAIL - ,b' I ATE7RAL TP 4 '' -- 7.0 cn �+ _._.\ �, U 1" SCH 40 i0A�ISPORT LANE 151. i $ERA , " r RE x 51, CO TP1 �t p CB/DH FN o a N ADVANTEX A�20,11FlLTEI� _ ,A' ..VENT 15'i 1 2 11 fy HELD �� m W o 17 LF,-1.5" SCM• 40 FORCE MAIN 10) PR�o p,Y A ' \ Z w 2 LF-1.5" S� O MANIFOL15_. 48 • ' A! 8� �C�� OWE l pRl� N � � LEACHNG AREA REQUIREMENTS w 5 ` o o Ct AS A! �- z �o I CERTIFY THAT IN APRIL 1995 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE CN CV I- to1--- p�Wc 77 ,3 - 5 r NITROGEN LOADING LIMITATION: DEPARTMENT OF ENVIRONMENTAL PROTECTION'AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY MEo FORCE MAIN CLEAN OUT. SEE DETAIL 248 $g' 6,5' P k/ s �^ 1 `, BOH REG. 360-045, SALT WATER ESTUARY CONSISTENT WITH THE REQUIRED 5.63 TOP of-WALL � I o LEGAL BUILDING LOT 330 GPD ALLOWED Q TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 � EPDM IMPERMEAB� BARRIER PER x I R !�NN EL':8•40 6.5 TITLE V REQUIREMENTS. TOP OF , 76.5 SF LEACHING 5.53 _ ROL Al_VES CBOT. OF WALL `ti RESIDENTIAL: 1 BEDROOMS SIGNATURE °D BARRIER ELEV-8.25 ,` .8 `- EL=5.9 DATE 0-.5- 20/_3 BED W/ 2-1.5 SCH 61 0 ' 6,1 ,� _ x 110 GPD/BEDROOM TOP OF WALL, p PVC rE C PE F P�iPEs T p t� T RED om" r�AVER M A��1 A -�x � TOTAL DESIGN FLOW = 110 GPD SOL LOGS P-18.679 DATE � 03/20/12 Z E BET. OF-WALL EL=5.5 E YE TER g �' gr �� 5.32 AND STONE. SEE, dTER SHUTOFF ° `i! �' pOS G GARBAGE GRINDER (NOT INCLUDED) N/A SHEET TITLE a 17 LFN1.5" S 40 ; ETAIL��IE211• 5.9 g ,. PA MEAT _ BARNSTABLE - PERFORATED LATERAL ` EXCAVA_TE A r� / C A� MAIN / EDGE OF PERC RATE - <5 MIN. ./ INCH (CLASS 1) SOIL EVALUATOR: BOARD OF HEALTH AGENT: Septic S stem Plan and OVERDIG DOWN To v� 19,z G � LTAR 0.74 GPD S.F. STEVE WILSON P.E. � Y / NAME: DON DESMARAIS d"HORIzoN/EL€v p� SG �\ MIN. LEACHING AREA OF SAS, REQUIRED: Profile TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 0 1 � V`!� i'�SYRST�EM G \ a '� A D 110. GPO/ 0.74 GPD/S.F. _ 148.E S.F. MIN. _ _ . N , �` � ,' G.S.E. - 6.1 G.S.E. - 5.8 G.S.E. = 5.6 G.S.E. = 5.4 coNSTTz oN Naf 50% SIZE REDUCTION FOR I/A SYSTEM =148.6/2=74.3 �' , -- i '') - a N �/ PROPOSED SYSTEM: A ; 10YR 3/3 ; LOAMY SAND A ; 10YR 3/4 ; LOAMY SAND A ; 10YR 4/3 ; LOAMY SAND A ; 10YR 3/3 ; LOAMY SAND SHEET NO ' "� - C �"Q vQ,J l u TI a TY �05 E/2 LEACHING BED CONFIGURATION 9' ELEv 5.35 10' ELEV 4.97 9" ELEv 4.85 9' ELEV 4.65 LEACH FIELD WiTH 2N1.5" SCH 40 PERFORATED PVC B ; 10YR 5/3 ; LOu1MY SAND B ; 10YR 4/4 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND C:3nO M DISTRIBUTION LINES AND STONE SEE DETAILS HEREON w 6.2 H,v�� \- _ BOTTOM AREA 0.5 X 4,72 14' + 18.4') = 76.5 SF 18 ELEV 4.60 20' ELEV 4.13 18` ELEV 4.10 19` ELEV 3.82 D A T E : 08 30 2012 0 m �' �' TOTAL EFFECTIVE LEACHING AREA = 76.5 SF o, �N` _ _ - C 10YR 6/7 MEDIUM C ; 10YR 7/4 ; MEDIUM C 10YR 7/8 MEDIUM C 10YR 7/4 MEDIUM 10 0 10 20 - YtiAT�R GATE �N`r``'�� SYSTEM DESIGN CAPACITY=76.5 SF x 0.74 GPD/SF X 2=113 GPDSANpD SAND SAND 6.o u ,N�✓ BENCHMARK AT MAGI SEPTIC TANK SIZING: 110 GPD x 200% = 220 GAL 78' ELEV -0.4 81` ELEV -0.95 80' ELEV -1.07 80' ELEV -1.27 SCALE IN FEET �? NAIL SET _ USE 1500 GALLON TANK MIN. OBS. G.W. O 69 ELEV 0.35 OBS. G.W. O 69 ELEV 0.05 OBS. G.W. O 67 ELEV 0.02 OBS. G.W. O 66 ELEV -0. 00 S C A L E : 1"_10' N,0 ov" �' �� 1�" ��/� EL a 6.22' NGVD29 Perc O 48 (ELEV 2.1) PefT: O 48" (LILY 1.4) U. `�_ T LOT SHALL BE DEED RESTRICTED TO 1 BEDROOM RATE= <2 MIN IN DRAWN!DESIGN B Y: SDM CHECKED B Y: MwE / RATE= <2 MIN/IN HYDRANT CLASS I SOIL CLASS I SOIL JOB N 0: 2012-010 C A D D FILE: 2012-010-UT O C 00 Deco BAXTE R NYE '� " ^��. �htircr GENERAL NOTES : Fnur SeaQ � ENGINEERING & � Ice C•eam 11 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE Inn ISTING SITE CONDITIONS AT LOCUS. `�an°Ry � e �r'r°'' WN s SURVEYING , nm 2.) LOCUS AREA IS COMPRISED OF: E R V � ✓d� g :J; ASSESSOR'S MAP 185 PARCEL 026 R Zn r y �� �, n Registered Professional Engineers A PORTION OF LOT 11 AT PLAN BOOK 27 PAGE 141 (UNDATED) ' E and Land Surveyors -� DEED BOOK 093M9 PAGE 0165 - PARCEL I (JOYCE AMMO) to 1- " V 78 North Street - 3rd Floor - E R M,. APPUCAN . CRAIG P. ZAJAC N 1 f' �` Hyannis, Massachusetts 02601 5 DOESKIN PLACE C E FRAMINGHAM, MA., 01701 114Y1-n C;1 <ndand r,•a'anre �1'',r lr I;w Phone - (508) 771-7502 3.) PROJECT BENCHMARK: MAC NAIL SET EL. 6.22 (NGVD29) r w,o _ _ NG ooc>< Ig �d^�yJ y cry na�fh R� Fox (508) 771 7622 �O 4.) ZONING INFORMATION EX1S� www.baxter-nye.com E� OE ZONING DISTRICT : CRAIGVILLE BEACH DISTRICT (COD) CURRENT MINIMUM ZONING REQUIREMENTS: «~ STAMP STAMP MIN, LOT AREA = 87,120 S.F. �" -4"a• r MIN. LOT FRONTAGE = 125' s OF/,�qSS p��N OF Mq MIN. LOT WIDTH = N/A " Mar Si MATTHEw FRONT YARD = 20' SIDE & REAR YARD = 15' / 15' v SHAN y� VIEW CORRIDOR REQUIRED EITHER SIDE OF LOT - 20 x f a EDDY ,,, o BRENN R " cwi� NoENNE ,... _ OVERLAY DISTRICTS: RPOD, AP AND ZOC SALTWATER ESTUARIES Y , 43 LONG BEACH SHORT BEACH (L.BSB) / ALE N 5 5.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED TO 13E NECESSARY, A TITLE SEARN SWILL BE PERFORMED BY OTHERS. BENCHMARK AT f. 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION a DRILLHOLE SET t^ LOC�IS Map Scale 1" _ 1� CONSULTANT CONSISTING OF PLANS AND DEEDS EL - 4,70' NGVD29 LINE ►�►� � THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PR�Ef9 t*g PERFORMED BY RAM NYE ENGINEERING & SURVEI1NG ON F'EBRUARY 29, 2012 PREVIOUS SURYBY 79' t �tE WORK AT THIS SITE BY BAXTER & NYE, INC., SEPTEMBER 8, 1997. VNE -n 6 W11H 5.2 -0.2 CONSULTANT 7.) COMMUNITY PANEL NUMBER: 250001 00160 5.2 -e- POLE OP24A THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS FLOOD ZONE A13 (EL 11) 1NG 'N�' I- �4 4. A2-1 _ R� GR HOUND ELECT 8.) ENVIRONMENTAL INFORMATION: ____ CONCRETE A2-2 5.3 a UN ' - 5.1 -'' 4., LD.ECTRIC RISER • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). RETAINING WALL ` ` CONS J 4.6 • SITE IS NOT WITHIN AN AREA OF ESTIMATED HIABITAT OF RARE WILDLIFE PER A2-3 ODE WATER FIXTURE ��J/ 1.2 ►1-5 NHESP MAP OCTOBER 1, 2010 'FSTIMAIID HAWAT'S OF RATE WILDLIFE' 3.0 2-F� /' WATER UNE w x d T ^ PREPARED FOR : FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' J 0. I • SITE DOES NOT CONTAIN A COWED VERNAL POOL PER NHESP MAP OCTOBER 1, 2010 � � c o 'CERTIFIED VERNAL. POOLS.' A2-5 2 7 d \\\ `n �'�-�'r I x t 8 W 1.9 Craig P. j 2.6 0 �� f O Qi�" G SETBACK G ,' t�E fi4 Zajac •SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2010 'PRW 1Y D C F g' 45 BUI��N ,' ; 2.2 5 5 Doeskin Place MIBITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENBANGERED � A SPECIES ACT, REGULATIONS (321 CURIO). A : A1-2 ; 01701 Framingham, MA., • SITE IS NOT WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PROTECTION u 4- S-T N_E - ', R 0 S A ,\ /�, CB FNO `� 1 AREA a ? W A L L 4.7 R U G 0 S A 1q ! , Z ? TIPPED - HELD • SITE IS WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BARNSTABLE B.O.H. w ' REG. 360-45). D' �� Z L A W N 1 1 • SITE FALLS WITHIN MAPPED DEP WETLAND AREA - BARRIER BEACH - COASTAL DUNE ' 3.6 °= A •WETLAND WAEAVON BY LORI MocDONALD, U.S., P.W.S., WETLAND SCIENTIST OF BAXTER NYE o �� ro ENGINEERING & SURVEI1NG ON FEBRUARY 29, 2012. �., 1 . 20 51 9.) UTILITY INFORMATION SHOWN HERON: � LOT 10'� PB 27 Pg 141 (UNDATED) TY COMPANIES TO LOCATE as `� o TOWN WAY • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 888-LXG-SAFE) AND U11U o H- o -ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF cp �j -- .,,.-,�.,.et_� � ��p � �" 1 ', m \ �+ � cr Q' � PB 43 Pg 23 (01-1931) EXISTING UNDERGROUND INFRMTRUCTURE, UTILITIES, CONDUITS AND LIVES ARE SHOWN IN AN APPROXIMATE `�; . _' v c �c �+ > R WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEN RESEARCHED BASED ON THE � �o O r ➢v m o ;v , , v ' v PB 195 Pg 111 Fl (06-1955) �4i �' SI2 rn z A $ PB 199 Pg�85 F1 (03-1963) AVAILABLE UTIUTY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR y y o z -o \ o , 1 c` ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE.CONTRACTOR'S FAILURE TO LOCATE SAID $, to C'> s v 1 N^ ` , , r� --- 0 INFRASTRUCTURE AND UTILITIES DWXY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE , Q� CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDiAl11Y FOR POSSIBLE REDESIgV. w Qr• o • �- • • \ . o o �\ CIO • GAS LINE S APPROXIMATE PER NA110NAL GRID MAP S02710, PROVIDED TO THIS OFFICE ON MARCH 2, 2012. 1 • , X 5.4 • �� �� �\ cc • APPROXIMATE TOWN WRIER SERVICE SHOWN ON THIS PLAN FROM C-O-MM WATER 00. a X `� PORTION LOT 11 • . = M DEPARTMENT SKETCH C-227-P (SERVICE DATE 811139). n T: • • O PB 27 Pg 141 / �► V 40 • VERIZON INDICATES THAT THERE IS NO CONDUIT IN LOCUS AREA OF LONG BEACH ROAD. Z a' 4.7 ` \ • . L- \ g C 3 7.090 SO. FT. t • • v 0.16 ACRES t N g1.111D /DH FN -J L A W N IVGVD29 Zr #TP4 // t*� -'-� W CD x 5.4 , TP1 CB/1DH FND �\ 0 Q G x f/ TP2 HELD � N V a 0000 PERMITTED BUILDING AND LOT COVERAGES i Z 8fl' D • W �� ' WITHIN LONG BEACH/ SHORT BEACH v 7T ' \ ~ I•-- OVERLAY DISTRICT rn TP3 5 '\ Q x Z \\ / OV = Z IRRIGATI X Ate ONTROL VALVES g ca cn CMo MAX BUILDING COVERAGE: 1,625 SF 1V� .WATER METER g• WA/ .� � R►� ' .rX MAX LOT COVERAGE 3,200 SF �. ��.'WATER SHUTOF� r w �. POS //w.�� 's, a ZP�^ a W 2 STORIES OR 30 FT '' BUILDING HEIGHT: X 5.9 if w '�� 1972 GAS GA1� I PIN (? W W N W a CONTIGUOUS UPLAND AREA of THIS PARCEL: 7,090 Swore Feet �`/- A N �� u71uTY POLL:/24 . • �/ o 0 0 m N 0 N M M `, 40 ON ■ 6.2 SHEET TITLE - 3 w o" T� Existing conditions Plan WATER GATE QH Plan Sheet Index • • Q • • ry 6.0 OH -'� '�• BENCHMARK AT MAG •7 V - LICENSE/PERMIT HISTORY: 0"*___�-7 NAIL SET , �T o MONITORING WELL - EL - 6.22' NGVD29 , No. Drawing Title Date D.P.W. Lic. #4688 (Wall & Solid Fill) OHS- HYDRANT �'• SEE '3/15/2010 C LETTER SHEET NO D.E.P. File #SE 3-1157 (Dredging) u7TuTY PoL.E4- -,'r OH S � - Dock Ram & Flaats f C1.0 EX1sting Conditions Plane 03-28-13 D.E.P. File #SE 3 2533 ( p ) c10 Wr` Waterways Application #W-93-1785 (Amnesty Dock License) C3.0 Septic..System Plan and Profile 03-28-13 ° D A T E : 08/30/12 C4.0 Details 03-28-13 10 0 10 20 0 J CL SCALE IN FEET SCALE : 1" = 10' 0 0 1 DRAWN/DESIGN BY: SDM CHECKED BY: MINE N o JOB NO: 2012-010 CADD FILE: 2012-010-C. N O N - TYPICAL SYSTEM FLOW TRAIN PUMP SPEOMATiONS �.r-`--� Pam Selection for a Pressurized System _single Family R.aaence Project 13) TER NYE T'` '' NOT TO SCALE SIMPLEXING PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND FINISH 9' (M IK) COVER 280 LwV Beach Road I Centerville,MA NOTES: CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE 1.35 2.0 1.35 N PLAN INFORMATION AND SPECIFICATIONS HERON. 2' LAYER DOUBLE WASHED 2 ENGINEERING & ''` .a 1. SYSTEM IS NOT DESIGNED FOR H2O VEHICULAR LOADING. .. 2. SEPTIC SYSTEM DESIGNED WiTH OUT GARBAGE GRINDER DISPOSAL THE PUMPS SHALL BE RATED TO OPERATE AT 23.25 GPM o A STONE 1/8 to 1/2 OVER Parameters TOTAL DYNAMIC HEAD OF N80 FEET. DISTRIBUTION! LANES OR FILTER 6" 7.5' LAYER OF DOUBLE WASHED •:' STONE 3/4' TO 1 1/2" Diednge-eno l,rsize 12 �a S U R VE YI N G APPROXIMATE TOP OF NSUUTED & PROTECT ALL Redreulating Sputter 24' OMAI. FABRIC rransvort L ergth 12 Leaf - FINISH FLOOR - 13.0 PIPES FROM FREEZING Valve (� With WATER TIGHT THE PUMP SYSTEM SHALL BE AN ORENCO HIGH HEAD PUMP Quick Disconnect TrandpatPlpeSin 1. -� SLOPE BACK TD PUMP ACCESS SET MODEL PF2005. h HP, 1 PHASE/230 VOLT OR EQUAL THE 0ftftongVave ALSO :,e,es rf^ PROPOSED GRADE = 10.0 " FOR DRAIN BACK SET WATER 11(;f{(T ACCESS TO GRADE PUMPING SYSTEM TO BE PROVIDED AS A COMPLETE S1MPL.EXING (2)-1.5- SCH 40 PERFORATED Mi9riSevabo nil Model none 1 • Discharge PACKAC INCLUDING. BUT NOT UNITED T0: METER PiT. Max fold Lena h 3.75 feet 900 Model Hv1oo I T WATER FINISHED ( WATERTIGHT I Maces HATCH, T LIMITED ELBOW ASSEMBLY, LEACI�NO FB,D t�i08S-SECTION PVC L�IsrRleunoN u�Es M�roa � few ' � � � � � � � Registered Professional Engineers �?S SET WATER �Y VENT W/ Manifold Pipe Cass 40 and Land Surveyors TIGHT ACCESS FINISHED GRADE OVER TANKHT ACCESS 2• Dia. Vent FINISHED �� OVER VALVES, FLOATS dC PIPING. AN ORENCO DEMAND DOSE CONTROL ANENT SCREEN Marfold Pipe size 1.60 iodws TO GRADE dt FILTER = DE To 10.0 GRADE PIT - 10.0 PANEL OR EQUAL SHALL BE PROVIDED FOR EXTERIOR BUILDING -"ARIES SEE �) Number d taxalsper Cell 2 MOUNTING MEETING THE SPECIFICATIONS PROVIDED WITHIN THESE in"Length to feel "! Transport hIANs• PROPOSED FINISHED GRADE OVER LEACHING - 9.1 TO 8.9 L�eral Pipe Class 40 2l9D 78 North Street - 3rd Floor , Discharge 1.5 nsportTOP OF 7v __ �W ..,� Line EL 7,� s" (MIN.) Oi''R�es�e kxhes es Hyannis, Massachusetts 02601 RUN 4" SCH 40 PVC INSULATED dt PROTECT iv 1/4'0 Perf. for CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER Orifice sue 4 feet DAT SPECIFICATIONS FOR SELECTED PUMP AND SIMPL EXING 2' LAYER 1 8" TO 1 2' STONE COVER Reisid al Head � tau AS NOSED UNDER PIPES FROM FREEZING M DroMback. Forcerrlain �✓ Ass�m* SYSTEM EQUIPMENT TO THE ENGINEER FOR APPROVAL Flow Mew No5ne � s 200 -° HOUSE AND SWEEP To Control Panel to slope back to - I 'Add.oNFdctlani.osses � Feu Phone - (508) 771-7502 �.., UP -ESTIMATE L=30 -- ! SOT. OF PUMP- � 1/4 wEEP � Fax - (508) 771-7622 FT. PROVIDE COWER -- TANK-7.58 •1• OPERAYM NO AS NEEDED. S=2.00X " 7 33 FILTER-7.33 `j -►TO MANIFOLD PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TiRE V E FOR - - - MANIFOLD. SEE DRAINAGE calwaabrLs s www.baxter-n Com 11 11 Float Assembly ENVIRONMENTAL CODE FOR PROPER OPERATION AND IN flcdm=r1mvratep office 111M ppm E •""` ' (1.Ox MIN ALLOWED) 13' 15 - Model MF3A DETAIL 12 10 2 150 24.5" + ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND N11=7 50 Number d orifices per zone 10 Line „High Water Alarm On = 4.58 SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED TO Z Total now Rafe per Zone 8.9 gpm _ INV N�.66 Slope (mai2*0 n. 1/4'/ft.) pump On - 4.og THE LOCAL. BOARD OF HEALTH. WASHED STONE 1.5• SCH 40 PERFORATED NN=7.58 Numbe%noyv fteitli&per lwuZone 2 '• - - INV N-6.83 10' MN. FROM RSV TO METER A' Pum tXt - 3.ti3 (3/4" to 1 1/27 PVC PIPE S-.005. SEE INV=7.0 x +artxenfml tsttiastorrice oat STAMP STAMP PIT BY GRAVITY FLOW DOSING VOLUME Tranaportvdoray tat 100 i ' ' i l 67" Inlet From House NV N'4i.S -110 GPD DETAIL #211 Ntletional Hatt Losses �' S ZH OF Iifgs Flow-Through Port ;• DAII FLAW/MINIMUM DOSE VOLUME OF FIELD -j W DAILY FLOW y1 Y ADJUSTED WATER h LEVATiON 2.0 Less 1 rough Disthaw 0.1 feet i l__1 POINT o`' MATTIiEW C N k s y 1,500 Gallon �• ELEY AT BIT. PTf = (5 TO 10 TIMES PIPE VOLUME OF FIELD) = DOSES/DAY bQjE. Lass in Transport 0.0 feet _ __ .. .._ _ _._ _.__.. .. ._ G 28' Two-Compartment ••'i'" •` ' 2.0 110 GPD/ 19.3 GAL PER DOSE 5.7 DOSES PER DAY MONITORING WELL USED FROM 283 LONG BEACH �1.950� Less inmarYdd 0.0 feu r,0 ED Y SHONE NI, rr 25 OBSERVED HIGH GROUND WATER ELEVATIONLmsthraughvalve o.o neat � ail o BRENNER Concrete Tank High Head No.45917 Float Functions Pump �M DR;IMwaACK VOLUME (1 CF - 7.48 GALL: SEE LETTER DATED 3/15/2010 ON FILE AT HEALTH DEFT. ���r 0.0 fee 83 4 Q Y High Level Alarm 16 LF. DELIVERY PIPE 1.5 THA (1.47 GAL) + :Add a,'FncEm Loss e.o feu Fr,t i �0�4�` ,f RFC SST BUT. of TANK-20 Pump n METER PIT 48 ou► X 30 LF 1.5' ou► LATERAL (2.75 GAL) 801. AB90RPTIOH $Y8TBu1 18A81 plperrk,ns, 0 - SS,O �aG `�'�N L Float Functions um 96 HEIGHT PRECAST -4.22 GAL LEACF FOLD RYPiCAu or Biotubs Pump Vault R P CONCRETE SMH. SEE Vd of M., IJne 0.2 UN� 0 5 1 iMt D 15 20 25 30 Y Hiqh Level Alarm Model PVU68-2425-L DETAIL /201 TOTAL DOSE VOLUME: G Override Timer ON OFF AdvanTex AX20 W/Concrete Tank 19.3 GAL. DOSE TO SAS + 4.22 GAL DRNNBACK i M vadi curve erzone 4.9 gals - 23.5 GALLONS VOLUME PUMPED PER DOSE With ( ranivaume �.e gals w LLA Ro (Low Profile Installation) 24 HOUR EMERGENCY STORAGE + at�k 9 (-- 2'• Line CONSULTANT pimp purrtpptta Le erld GREATER THAN 1 DAY STORAGE PROVIDED IN METER PR Man, 23' Slope (min. 1/4"/tt.) pe9pn FlawRaee 8.9 mm PF2005 High Head C�AMert Pump 9,r�0em prve:_ = 258.49 GAL > 110 GAL (DESIGN FLOW) Dio Tank Two-compartment ToaDynamic Head 10A feu 20 GPM.1/2P 240 PVC Riser With opening Concrete Tank 11SQ30V1080Hz.200V3080Ht PapCurw:- INVERT OUT SEPTIC TANK - 6.83 24' Goaketed PUMP ON ELEV. - 4.08 Fiberglass Ltd With RapOpenwRarge:- S.S. Bolts STORAGE Ht7GHT 12.56 SF Pumping System Simplex t To Mall Pant i0 CONSULTANT AREA OF METER PiT VOLUME _`12.56 SF X 2.75' X 7.481 - 258.49 GALLONS 0 Oesgrt PoNd.0 2'I Retum Line • __ ...... BENCHMARK AT Slops (min. 1/4'/rt) } ORILLHOLE SET PROVIDE POSITIVE SLOPE ca FOR EL - 4.70' NGVD29 E D�R'M awx r.Ar.r .,c 1NTERSECTIOXjE0E0 OYERTV U 1 Ail `"' i;A" Top View ...• PREPARED FOR : His 'f Transport 2 79 OF CONCRETE RE Line -0.6 AdvanTez AX20 w/Con e*Tank . -_2_ -0.2 (Low Profile Installation) _\ _ Crag P. Zajac --- _2 POLE �#P24A • w -��`' vANrEac SYSTEM SPECECATION8 VARIANCESe 5 Doeskin Place A2-1 �--------(��-pJt�� .,_.-- Ll� TRIC 4� 5 1 ' h ��� SYSTEMF COMM WITH� INFORMATION IMMNM NOV SPECIFICATIONS94AM BE PROVIDED 01 TITLE V SECWN 15.211: MINIMUM/ SETBACK DISTANCES . Framingham, MA., 01701 CONCRETE A2-2 4.• -ELECTRIC RISER PROPERTY LINE TO SEPTIC TANK: REQUIRED - 10', PROVIDED - 9 (1.0 REDUCTION!) RETAINING WALL CONCRETE ,, i� PROPERTY LIVE 117 PRIMARY SOLI. IIBSORPTiON SYSTEM: REQURRED - 10. PROVOFD - 6 (4 REDUCITON) THE ADVANTEX SYSTEM TO BE PROVIDED AS A COMPLETE PACKAGE: TO INCLUDE THE ADVANTEX AX20 A2 3 ` ` !� WATER FIXTURE , i SYSTEM FOR A TWO COMPARTMENT CONCRETE SEPTIC TANK PER MANUFACTURERS SPECIFICATIONS. A PROPERTY LIVE 1R) RESERVE SOIL ABSORPTION SYSTEM: REQUIRED - 10', PROVIDED - 6' (4' REDUCTION) 4 ---- �c i c 1.l 3.0 F00� " WATER LINES I x 4 g + MOUNTING MEETING ING REMOTE TELEMETRY CONTROL PANE1. SN,tiAl1. BE PROVIDED FOR EXTERIOR BUILDING TONM OF BARNSTABLE - CRAM 360 ON-SITE SEWAGE DISPOSAL SYSTEMS 3.2 5.2 2- w MOUNTING MEETING THE MANUFACTURERS SPECIFICA710NS. ARTICLE I - PARAGRAPH 360-1 SETBACK REQUIREMENTS: REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE WARD OF HEALTH, ALL SOIL ABSORPTION SYSTEMS, LEACHING ' ,n n, i' ' AOCES,!OOM OiLY 1D K 86VL ID ICmTRACTDR TAD SUBMIT MANUFACTURER DAT/y�SPECNTf.11TTOHS FE)R THE SYSTEM EQl1PM1ENT TO THE A2-4 \\"'\ x ti - ,• �, T i 1.8 1 9 r W01"N Maggie.MICE Nail ENGINEER FOR APPROVAL FM)IUT1E5. SEPTIC TANKS, DISPOSAL F1E1�S. OR OWNER SEWAGE DISPOSAL SYSTEM COMPONENTS HEREAFTER NW LOAM CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SWW. INTERVENE BETWEEN ANY A 2-5 2. ^, , F o o ,\ TB ACK `i�� i i NE `N P�C Rom® MOE 12' BORDERING VEGETATED WE RAND (AS DEFINED WITHIN 310 CMR 15.002 OF THE STATE EMMtONMENTAL CODE. TITLE 2.6 �. �, G o « ��•�. BU1L91NG SEo ,' i STO -� `` 2.2 INSTALLATION OF ADVANTEX SYSTEM SHALL BE BY THE AUTHORIZED REPRESENTATIVE ALL CAPE ALLATION 5. MINIMUM FOR THE SUBSURFACE DISPOSAL OF SAS CO SEWAGE) AND LAKES WA OR OUIRSESPRING MCLHIGH DING WATER A 1-2 ,' .+• 1r ENYWONMENTAL• INC. P.O. BOX 235, YARMOUTHPORT MA., PHONE NUMBER: 506-776-6219. BROOKS. PONDS, SALT AND FRESH WATER MARSHES, BOGS, STREAMS, COASTAL BANNCS, LAKES OR SPRIG HIGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL ABSORPTION SYSTEM, LEACHING FACIJTI', SEPTIC COMPONENT. ___ ,�R ,, ADVAKM APPROVAL NOTES 1. SYSTEM APPROVED FOR GENERAL USE BY DEP PURSUANT TO TRANSMITTAL NO. X250888, DATE OF PROVIDED: 55.1 FEET (TANK) 65.o FEET (ADVANTD( FILTER) 70.0 FEET (PUMP CHAMBER) -'' ; `_ « iSSUANCE", OIL PLEASE REFER TO THIS CERTIFICATION FOR GENERAL USE FOR COMPLETE 75.01 FEET SAS 61.9 FT ' X U N_E ` PERMITf FORMATION AND REQl1ItOilENTS (SAS), ir i o <-CB/DH FND '� NN Y TIPPED - HELD PASS OONGIEtE ARTICLE VLN - INSTALLATION OF ONSITE_SEI64GE DiSPOSAL_SYSTIMS ON MARGNAL LOTS -.2 w A L L , R `U o S a PARAGRAPH 360-18 SUBSURFACE DISPOSAL. SYSTEMS SHALL HAVE FOUR-FOOT OF DEPTH OF TURALL --�s I z L A w N 1 OCCURRING PERVIOUS SOIL ABOVE THE MAXIMUM GROUNDWATER ELEVATION. v,o x 5.1 �C'„ PYCfa5E1t4.1D 1. 1INROlKNNOUT ITS L THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE � �'�• (O&M) AGREEMENT. NO O&M AGREEMENT SHALL BE FOR LESS THAN ONE YEAR. PROVIDED: APPROXIMATELY THREE FEET OF NATURALLY OCCURNG PERVIOUS SO4 OCCURS ABOVE THE HIGH SMW IN DECK o 2 NO SYSTEM SHALL BE USED UNTIL AN OaM AGREEMENT IS SUBMITTED 10 THE LOCAL. APPROVING GROUNDWATER. PROVIDE AN OVfitDIG 10 11�E 'C' HORIZON ELEVATION AND REPLACE WITH CLEAN SAND PER TITLE V - a 5.5 t DG �� 'i ` Z AUTHORITY NFUCH: 310 CMR 15255 10 THE 70P ELEVATION OF THE SAS 10 PROVIDE THE REQUISITE 5 FT OF SEPARATION TO HI( R 20 rx eons OF NOD ElEYt7A - PROVIDES FOR THE CONTRACTING OF A PERSON OR FIRM COMPETENT N PROVIDING SERVICES t>Tt0l1NDWAlER. Rf 'o o R , CONSISTENT WITH THE SYSTEMS SPECIFICATIONS AND THE OPERATION AND MAINTENANCE © r n Z o b 1 rr1P,R1`��t O �, I , _- .,� ,- '•�, � REQUIREMENTS SPECIFIED BY THE DESIGNER AND ANY SPECIFIED BY THE DEPARTMENT tERAL SEPTIC SYSTEM CONSTRUCTION NOTES, tEw ii ' LOT 1q'- P - CONTAINS PROCEDURES FOR NOTIFICATION TO THE DEPARTMENT AND TO THE LOCAL BOARD OF cc i Zoo G \ o o �\� � _► �, ,N HEALTH WITHIN FIVE DAYS OF A SYSTEM FMALFIXVCTKXN OR ALARM EVENT AND FOR 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED N ACCORDANCE WITH TITLE V OF THE STALE SANITARY CODE DATED rn l c ca�� o z eoue� CORRECTIVE MEASURES TO BE TAKEN IiNMEDIATEL • APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, dt ANY LOCAL. RULES & REGULATIONS APPLICABLE. tN ��G` ,a- ,` {r Sfo1E - PROVIDES THE NAME OF AM OPERATOR, N4ICH LNJST BE A MASSApiINSfTTS CERIIFLED OPERATOR APRIL r,, , y , n � PB 43 (]/4'b 1 //!') �CJ`G ON AS REQUIRED BY RAT RMR 2.00 OF AN APPROPRIATE GRADE THAT TAT OPERATE AND THREE M THE 2. ANY CHANCE TO THiS PLAN MUST BE APPROVED N WRITING BY THE Ems. ELEVATION N�'ORMATiON MUST NOT BE RC NO ATE ' SYSTEIiI. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM AT LEAST EVERY THREE MONTHS V m `� P cOu \ `�' c� cn C) ------ CHANGED WTTIIOUT WRITTEN PRIOR APPROVAL BY 11�E r �: 1 o c-> P B 19 AND ANYTIME THERE IS AN ALARM EVENT.WALL Co�O 0 N p11.E 13.0 1 OQO c`> PS 199 Q ? ^ , L pWNG at o ;, � <r I a THE OWNER OF THE SYSTEM SHALL AT ALL TIES HAVE THE SYSTEM PROPERLY OPERATED AND 3. *EN COHISTRUC ION IS COMPLETED, PRIOR TO BACKFLUNG, NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN DEER M T.'OF WALL • ,, MANTANED N ACCORDANCE WITH THE COMPANYS AND THE DESIGHNER'S OPERATION MID MAINTENANCE W N CONTROL ` L67.0 cn 1r• SSP.WRS c� `�r1 w, REQUIREMENTS AND THIS CERTIFICATION. FOR MSPECITON. J U PANEL U, ,�, m cp � �', �� -- Al rn 4. SYSTEM SHILL BE NVSPECIED N ACCORDANCE WITH TITLE V ENVIRONMENTAL CODE FOR PROPER 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PAD. UNLESS OTHERWISE NOTED HEREON. � OPERA DEP GENERAL. USE APPROVAL /X250888 AND N ACCORDANCE WiTH THE MANUFACTURER FOR A HORIZ. DISTANCE OF 5 � THE LEACHING FIELD, o' �$ OP SECTION KT� REPa1 1Ti0NS AND SPECIPRAM NS. M�SPECTION REPORTS SHALL BE SUBMITTED TO THE LOCAL S. EXCAVATE UNSUITABLE MATERIAL TO THE 10 HORIZON•. I- m �OP OF WALL BOARD OF HEALTH. AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE T'DP ELEVATION OF THE SAS. O } 1 EL=8.0 .v rn J.I POWER SUPPLY x 5 , `� v \•` 6. INSULATE ALL PIPES AGANST FREEING AS REQUIRED WHEN LESS TIIA N 3' OF COVER. w r> SOT. OF WALL o. EL-4.5 ti (DETERMINE W \{ PORTION -' RETAINING WALL (SEE _ - -, co DETAIL 20 �'� �=• f LOCATION IN FIELD) @ P B 2 7 7. THE SEPTIC SYSTEM DESIGN ; INCLUDE GARBAGE GRINDER OISP06ALS its r, ` ' o W 4D r \ * a : 10.0 - , ` r• ' SHALL CONTACT DOG SAFE AT 1-888-DiG- AND UTILITY COMPANIES TO LOCATE ALL ISM GALLON TWO- o x BREAK OUT f*� °� 7,090 so COMPARTMENT TANK fl EL =7.79 .- 8. �� � aONTRACTOR ( n- N V � o •-»-•»"'"�»�»..•'»""" •••..� �� \` 0 0.16 AG EXiSTNG LliI.fITES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE WITH ADVANTEX o v NV. IN-6.66 ��pCK �`� 1 , EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL DQSITNG UTILITIES BEFORE THE START OF ANY WORK. THE r -.� SE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN APPROXIMATE WAY ONILY, MAY NOT BE LIMITED TO THOSE v, � AX20 „� �•� a'-w- N A STONE FACE SHOWN HEREON AND HAVE NOT BEN �Y VERIFIED BY THE OWNER OR Try REPRtSENTAiiVE THE CONTRACTOR z z !2 1' SCH 40 PV g,�,. .... .. i i 2U �,% � ANO CAP wm1 W W z N TRANSPORT LANE { ` , AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MGH` BE BY THE S TOP OF W EL=8.0 , ,' 7.o OS� ?_ .,, aril BELOW GPADE,STONE so FAILURE TO LOCATE THE UTILITIES E7(ACTLY. IF ELEVATION INFORMATION DIFFERS FROM PUN INFORMATION, THE CONTRACTOR v = x�" O 10.0 f ( �1 r OP -o - , , , Na+ SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTlI.ITY CROSSINGS. VERIFY N HELD THE LOCATiON / Q BIT. OF WALL EL.=4.6 10.0 ' 1 lFN1.5' SCH 40 , X 1 10.3 oEW�C �," �� �\ ' 8 4ACMAIST CONCRETE INVERTS OF ELECTRIC. GAS. TELEPHONE & DATVCOMM AM RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE m � � ; t- ii 8.75 $ Z " 11 WAL AND DIMENSION ENGINEERS DIRECTION. THE CONTRACTOR SFWl PRESERVE ALL UITUII:S AS REOU RED. z��, •c a ADVANTEX AX20 FILTER PERFORATEp �' 10.2 ' - ,�AL TP 4 .�- 7.0 (11 rn ^. _,\ Is s AS SiNOttN 2" SCH 40 PVC DISCHARGE LINE S , tVE s TP1 1w1 CR/nu rNin �t• t2'O/C Et. " r� 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE AT1C. FK4L LAYOUT SWILL BE AS DETERMINED BY THE Cn vy (n c� U METER PIT 48' I.D. X 96' TALL S1 14 x J + APPROPRIATE UTILITY COMPANY. z z z z z VENT 8.5 ii 0 y HELD �` .•�• •tr o 8 a ng., jg^ � W PRECAST CONCRETE SMi'1`. SEE DETAIL 2 OP `� Y > !� 10. PER TITLE 5 SECTION 15.255 THE RECOMMENDED DISTANCE FROM THE RETANING W� BARRIER TO THE #201 14 LFN1.5" SCH L40 PVC :v: >;i;;:::: , N0� 10� 0 W�wAY`z , , 1 `, ".r etLs oortlL to EDGE OF THE SOIL ABSORPTION SYSTEM CLOSEST TO THE BAHi1tER SHiOULD BE 10 FEET. PROVIDED: 5 FEET v, FORCE MAIN 6• c` 90Q1S�UC� i `� "Po SU a 7.9 ewurae :�:.. ,d- / 4 Cut` � SLOE CIMOE 5 5 � ': 1L3•TIC S.('tE� 33 5� W % S �� aFv ON tAt SpEr WON OWIET�NIC WILT. ~4 ►'z N W r, INSPECTION PORT SEE DET L , �.i� 5 5 3 S �7 �, LEACHINQ AREA REQUIREMENTS I CERTIFY THAT IN APRIL 1995 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE z ~ z 2 LF-1.5" SCH O MANIFOLD 8 9 1 e' TOP-bF WALL r"'�001� NITROGEN LOADING UMITATION: N a O..-8.25 ; 6 ) BOH REG. 360-045 SALT WATER ESTUARY DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME FORCE MAIN CLEA OUT. SEE IR Ic� :?: M M a x - SOT. of WALL W s.5 :::. CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 DETAIL #248 ; ` 76.5 SF LEACHING 5.53r_ ROL vAlv�s EL 5.9 / k 1r�Et } " LEGAL BUILDING LOT 330 GPD ALLOWED L >- ` - '• `- can v�i v�i m EPDM IMPERMEABLE BARRIER PER , BED W/ 2N1.5 SCH ,' ,, + ' 6.i ' "" :•.;'.`= RESIDENTIAL: 1 BEDROOMS SIGNATURE DATE TITLE V REQUIREMENTS. TOP-OF 40 PVC PERFORATED ,� _ _ - x TEp �AP1N W E. x - 5 c� BARRIER_ELEVI7.9 ,�- DISTRIBUTION PIPETS ATER METER g" WI'/ T & ;A�� ''�. i s' , X 110 GPQ=R00M AND STONE SEE ATER SHUTOFF W P°S " SOL LOW P-1kM DATE a O8/20/1Z Z 5.32, ETAIL 1 t. 5.9 �`", --�-HENS 1'-e TOTAL DESIGN FLOW = 110 GPD TOP OF WALL EL�8.25 i1IZ , " Lyv� '"�N OF PAVE taK a GARBAGE GRINDER NOT INCLUDED NIA SHEET TITLE E BIT. OF WALL =5.5 t XCAVI�TEa A r� ,-'' S M A / pt;E » `. ( � = / BARNSTA13LE 1 16 LFN1.5• SCH \OVERDIG DOWN TO W L 60 _�q G E 01M PERC RATE = <5 MIN. INCH (CLASS 1 SOIL EVALUATOR: BOARD OF HEALTH AGENT: PERFORATED LA AL ; HORIZON '" 2 P C- , l _ / Septic System Plan and 7: r.� EVIL AL LTAR = 0.74 GPD S.F. .�- --�- REMOVE EXISTING IRRIGATION 0 H / SALVE WILSON, P.E. NAME: DON DESMARAIS �; \ S SYS N G WATER SERVICE, IT, AND R 1r M KEY Kate wo�llto ewm MIN, LEACHING AREA OF S.A.S. REQUIRED: TEST PIT 1 LEST PIT 2 LEST PIT 3 LEST PIT 4 Profile `n3- 110 GPD/ 0.74 GPD/S.F. N ` ,--- #5)--� C N � ��aauo OR IID'tACf w81 awa eoiwot = 148.6 S.F. MIN. - G.S.E. = 6.1 G.S.E. = 5.8 G.S.E. = 5.6 • G.S.E. - 5.4 P UTILITY P Oatfllc.•iFn 10 salt AM o-1�. SOX SIZE REDUCTION FOR I/A SYSTEM =148.6/2=74.3 00 P�g� 6. A ; 1OYR 3/3 ; LOAMY SAND A ,"9 i �'�.,.� t G� • 10YR 3/4 • LOAMY SAND A • 10YR 4/3 ; LOAMY SANG A ; 10YR 3/3 • LOAMY SAND SHEET NO , ! !40 WIDE. �� G��} USED 9" ELEV 5.35 10' ELEV 4.97 9' ELEV 4.85 9' ELEV 4.65 Uri�, o- iTl1Ni10 WALL WITH iFBD STONE FACE Iles LEACHING BED CONFIGURATION 0 LEACH BED WITH 2N 1.5' SCH 40 PERFORATED PVC (:3mO � B ; 10YR 513 ; LOAMY SAND B ; 10YR 4 4 ; LOW SAND B ; IM 4 6 ; LO►AM1' SAND B ; 1OYR 4 6 ; LOAMY SAND 4, , x 6.2 CNw DISTRIBUTION LANES AND STONE. SEE DETAILS HEREON o, l _ l nV NTTnN ARF_A_ 4.7' X 1-f2(14' + 18.4') = 76.1 SF 18' ELEV 4.60 ZO' ELEV 4.13 18' ELEV 4.10 19' ELEV 3.82 DATE : 08 30 2012 clii ..� WATER GATE ON`W _ , TOTAL EFFECTIVE LEACHING AREA = 76.1 SF - 10 0 10 20 ', 6.0 ,tr BENCHMARK AT MAG SYSTEM DESIGN CAPACITY=76.1 SF x 0.74 GPD/SF X2 112.6 GPD C % 10YR 6/7 ; MEDIUM C ; 10YR 7/4 ; MEDIUM C ; 10YR 7/8 ; MEDIUM C ; 10YR 7/4 ; MEDIUM V 1 n«+`vv 7�H" - NAIL SET SAND SAND SAND SAND SEPTIC TANK SIZING: 110 GPO x 20OX = 220 GAL 78' ELEV -0.4 81' ELEV -0.95 80' ELEV -1.07 80' ELEV -1.27 SCALE IN FEET ONITORING WELL - EL = 6.22' NGw29 1 USE 1500 GALLON TANK MIN. . G.W. 69 0 . G.W. o 69 0. . G.W. 0 0.02) . G.W. .1 SCALE : 1"=10' t1 OH� HYDRANT SEE 3/15/2010 Perc o 48' (ELEV 2.1)• Pere o 48" (ELEV 1.4) DRAWN/DESIGN B Y: SDM CHECKED B Y: MWE N , Q ,__ '- LETTER LOT SHALL. BE DEED RESTRICTED TO 1 BEDROOM RATE- <2 MIN/IN RATE- <2 i�IN/IN O , L,TH [TV DnL�. --' 1 CLASS I SOIL CLASS I SOIL JOB N O: 2012-010 C A D D FILE: 2012-010-U1 �. N O 04 BAXTER NYE ENGINEERING & 1.3•-90•ELBOW t.5" LATERAL fluid flow Air flow Si are- DIA ORIFICE Bow SURVEYING ] PIPE B (O'CLOCK) SPACING VARIES 1.5' DIA SCH 40 PVC dosed valve open valve PRESSURE DISTRIBUTION CS 1.5" DIA SCH 40 PVC 2- MIN THICK LAYER of 1Ia ro 1/2- DOUBLE � � Registered Professional Engineers PRESSURE DISTRIBUTION WASHED STONE (PEASTONE) Pumps on. fluid flow doses valve � Surveyors MANIFOLD TO BE MANIFOLD (SEE DETAIL) Pumps off, valve condition open 2 FT DIAM. MG w/ 12" ACCESS and Land Surve rs 1.5" TEE BELOW LATERAL ELEVATION to allow air flow into SAS. OPENING AROUND C EANWT RISER ORIFICE SHIELD (SEE DETAIL) 78 North Street — 3rd Floor THREAoEI) CLEAN OUT 00 CAP j Hyannis, Massachusetts 02601 77 1.5" MANIFOLD 1-1 • Sam � Phone — (508) 771-7502 SECTION A—A ---- s-o.00so s-0CLEAN OUT Fax — (508) 771—7622 Flow —�— —�— CAP NUT _ _____ ______ __ 11 www.boxter—nye.comriot) � m Op O' EENLARGER � STAMP STAMP 1.5--90•ELBOW LAYR PVC 40 PVC OISIRIBU110N 3' DIA SCH 40 VENT MANIFOLD. A A = w SLOPE VENT PIPE ' SECTION -B—B APPROVED SEPTIC FILL 13LI/4-DI 11rTONE DOUBLE TO ALLOW FOR TOWARDIS WEEP THOLE — ���j�OF ss7cy DRAINAGE OF .� �. : �o MATTHEW GJ, PARTIAL PLAN VIEW .b x1.5•x1.s• TEE CONDESATiON. VJ 1 + a Ely � PROVIDE 11,C WEEP HOLE Q CIVIL 1Dt51 BU7t PRESSURE FINISH GRADE AR VALVE BREAKER 1 GIST LATERAL GRADE •nv S/ONAL E� b WASHmt>TON E TONE) �y 1.3' SCH 40 PVC DISTRIBUTION 4.7' WITHIN 3' —1Bi l MANFOID OF GRADE 1.35' 2.0' 1.35' a CONSULTANT o. t• 1.5"e SCH 40 PVC iv = b 8� . III to � :°°b;o� ba$• °Db;i$• b;o$r b�i�g��• 1.S•-90'ELBOW 1.S• SCH 40 PVC DMTRIBUTKN Elblb ow - R40 PVC 43 1-1/2' SCH 40PVC. Fares Moro LATERAL BSPAWN �T�L Eosb'aRad A - � a CONSULTANT i �A LAST ORIFICE S�LATERA LENG G FROM E„� IDl ,.S-x1.5'c1.S TEE ORIFICES TRENCH END 1 16' 4 4.01 2.0' SECTION A-A 11n a.E/W OUT SECTION A—A APPROVED sEP11c Flll WASHED PREPARED FOR :1 DOUBLE 2 14• 4 as' 1.7s' ORIFICE SHIELD (SEE DETAIL) PRESSURE DISTRIBUTION MAWOLD N.T.S. C- PRESSLIRE DOSED TRENCH SECTION N LS Lt FORCE MAIN CLEAN OUT N.TS. o- ORIFICE SHIELD FOR W DIA PIPE N.T.S. Craig P. Zajac ��TAIL. ��TAIL Doeskin Place 210 00TAIL_ 211 DETAIL 5 Framingham, MA., 01701 2 NO,ES: I ACCL-5' I 1. BASE SECTION SHALL BE MONOLITHIC WITH +• A 48' INSIDE DIAMETER. 2.CONCRETE SHALL BE COMPRESSIVE 48- DIA. MANHOLE i I STRENGTH 4000 PSI TYPE I CEMENT. - -M-� 3.ALL EXTERIOR SURFACES SHALL BE GIVEN ALTERNATE TOP SLAB TWO COATS OF BITUMINOUS WATER- (STEEL REINFORCED) PROOFING MATERIAL ASH 4.JOINT SEALANT BETWEEN PRECAST SECTIONS GRADE 8• SHALL BE PREFORMED BUM RUBBER. 8' � 24' DIAL S.WATERTIGHT MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. SEE MORTAR TO GRADE WITH CLAY BRICK AND NOTE MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAXIMUM) z INVERT IN - SEE PLAN W W W w g SEE PLAN FOR FORCEMAN INVERT�j ICU OUT. PROVDE FLEXIBLE WATERTIGHT w GASKET OR SLEEVE cc N o 0 4 -C co SEE NOTE V N Co m O 48" DIA. MANHOLE w a) 4 12' H r. TYP F- O o c 0- N U 12- COMPACTED GRAVEL. BORROW COMPACTED SUBGRADE :X :E 4 X Z O O = Z O PRECAST MANHOLE (SMH) PUMP CHAMBER N.T.S. 0- a- 201 DETAIL w s '�o Q r0 rn M N CN W O t1') m Z SHEET TITLE 00 Details N N M Co N q M SHEET NO o 0 0 o 0 o- DATE : 02 05 2013 0 J a i J H SCALE : 'NTS DRAWNIDESIGN BY: SDM CHECKED BY: MWE N JOB NO: 2012-010 CADD FILE: 2012-010-UT N ti O N i T MVIHOLE MAW TYPICAL SYSTEM FLOW TRAIN COVER O GRADE NOT " SCIMI i:ISE� COVERS SHALL BE WATERTIGHT FLIED GRADE OVER BAXTER NYE I- NOTES: LEACHING TRENCH = 9.7 1. SYSTEM IS » DESIGNED FOR H2O VEHICULAR LOADING. ENGINEERING & 2. SEPTIC SYSTEM DESIGNED WiTH OUT GARBAGE GRINDER DISPOSAL. = COMPACTED FILL r 9' (min) Corer • FNNSFFD GRADE D. BOX 10.0 APPROXIMATE TOP of 24- D41A1. 36• (MM) corer INSTALL AZCORI�DANCE�WRHPORT IN-1 MANUFACTURERS S U R VEYI N G FINISH FLOOR = 1 OF WATER 1IIEIT TOP OF 0-BOX ELF 232- LAYER 11^1/t ACCESS SET DOUBLE WASHED STONE RECOMMENDATIONS 1 N ADS BIODIFFUSER l PROPOSED GRADE = 8 25 SET AT LEAST ONE MANIOLE FRAME TO GRADE OR FILTER FABRIC do COVER TO WITHIN 6' OF FINISH GRADE FIRST 2' (M BE LENEU CHAMBER TOP LEACHING CHAMBER & t SHALL BE WATERTOIT FL LED GRAM OVER 2. 4LF « V sal. 40 PVC • Z00% CHAMBER 4 Registered Professional Engineers ` FlNISFNED 1.5' sal 8O INN NN=8.51 6 stIMP , our=834 and Land Surveyors GRADE OVER TANK = PIT = 10.0 8.O TO 9.0 • a s INLET TEE TO 1' ' Z Y1.5 • Tron ABOVE OUTLET ELEVATION ` ► $ eet - 00MiL3r.e t »Y ;,' 78 North tr 3rd Fl r Hyannis, Massachusetts 02601RUN 4 SCH 40 PVC INSULATED d: PROTECT 1/4 / Perf. or AS NEEDED UNDER PIPES FROM FREEZING EL = 7. 3• MIN. ��� Droinbock. Forcerrwin 3/4 TO 1-1/2 DOUBLE W WA�II HOUSE AND SWEEP r' ;y :•, 'z • Assembly .� to sops bads to 6• D r' UP -ESTIMATE L-30 -- 6. MIN. 3 LF»4 SCH 40 PVC OS- 8.0% PumP• STONE BASE Phone - (508) 771-7502 Fr. PROVIDE COVER -- = 10' MIN. = 6 25 TO MANIFOLD DI8TR®U I ION BOX •` Fax - (508) 771-7622 AS NEEDED. S 2.00% INN IN 6.5 PVC OUT •j Float Assembly EXISTING SOILS TO BE REMOVED TO THE C (1.01G MIN ALLOWED) �• ROTONDO 08-3 OR EQUAL Model MF3A 5' MIN HORIZON' - SEE CONSTRUCTION NOTE #5 www.baxter-nye.com EFFLUENT FILTER _High water Atortn On - 4.58 TO BE INSTALLED ON A LEVEL STABLE BASE ( " i + HEREON. 14 -Pump On - 4.t18 ADJUSTED HIGH GROUNDWATER ELEV 2.0 REIHFORCm CON(3:ETE 6 moo 1c' 'Pa Off - 3.83 BASE �1E: STAMP STAMP B0T TANK EL = � "''+ '�:. :• ;'; :•" : INN NN=6'0 STONE MONITORING WELL USED FROM 283 LONG BEACH ROAD .:: : y .: �� SPE=ATIONS OBSERVED HIGH GROUND WATER ELEVATION 1.95 SH OF/ SEE LETTER DATED 3/15/2010 ON FILE AT HEALTH DEFT. AMTTH oy Float Functions a, r ` . SIMPLEXING PUMP SYSTEM COMPLETE WITH ALL GRADE AT txn PIT = Z 80�. SY8TEM (SASI vv. G IM T Y High Level Alarm 20 EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN 7.3' EDDY N Pump n High Head ACCORDANCE WITH AL THE PLAN INFORMATION AND LEACI�K� CHAP ITYPICAI.I ROTONDO ST1500 OR EQUAL Pump Pump SPECIFICATIONS HEREIN. NiS o 431 3 TO BE INSTALLED ON A LEVEL STABLE BASE SEPTIC TANK TO BE INSPECTED O C F�ANED ANNUALLY PUMP DOSING VOLUME METER PiT 48" DIA X THE PUMPS SHALL BE RATED AT A MINIMUM TO DELIVER FINISHED GRADE ' DAILY FLOW-110 GPD 96" HEIGHT PRECAST 20 GPM O A TOTAL DYNAMIC HEAD OF 12.2 FEET. u7 ^ �STE DAILY FLOW DOSE To SAS = of DOSES CONCRETE SMH. N 3/4"-1-QO 36"MAX.-9" IN. ��\��\��COMPACTED FiLL\��\��\� � o �L / THE PUMP SYSiI]il SHALL BE AN ORENCO HK;}I HEAD _ ' 110 GPD/ 23.1 GAL PER DOSE TO SAS - 4.8 DOSES PER DAY PUMP MODEL PF2005, h HP. 1 PHASE/230 VOLT OR N DOUBLE WASHE 2" LAYER DOUBLE WASHED • • •• TOP OF CHAMBER EQUAL THE PUMPING SYSTEM TO BE PROVIDED AS A to 10 BIODIFFUSERO STONE 1/8" TO 1/2" PIPE INVERT COMPLETE SIMPLEXING PACKAGE, INCLUDING, BUT NOT a CONSULTANT SYSTEM DRAINBACK VOLUME (1 CF = 7.48 GALL: LIMITED TO: METER PiT, WATERTI,HT ACCESS HATCH, n LEACHING C 3/4" TO 1-1/2- 1.30' 4 L.F. DELIVERY PIPE 1.5" DIA = 0.4 GAL DISCHARGE ELBOW ASSEMBLY. VALVES. FLOATS & PIPING. AN oRENCO DEMAND DOSE CONTROL PANEL ORto DOUBLE WASHED `° EFFECTIVE IOTA DOSE VOLUME EQUAL SHALL L_ BE PROVIDED FOR DMMOR BUILDING N STONE 23.1 GAL DOSE TO SAS + 0.4 GAL ORAINBACK MOUNTING MEETING THE SPECIFICATIONS PROVIDED N = 23.5 GALLONS - VOLUME PUMPED PER DOSE WITHIN THESE PLANS.: 6.3 � CONTRACTOR TO SUBMIT PUMP CURVES AND �3.535 13.4' 3.535' �2.25' CONSULTANT MANUFACTURER DATA/SPECIFiCATKNIS FOR SELECTi� 2.8' 2.251_- PUMP AND SIMPLEXING SYSTEM EQUIPMENT TO THE BENCHMARK AT ENGINEER FOR APPROVAL PLAN VIEW - PRIMARY SAS SE IO Q , DRILLHOLE SET tA" No NOT TO SCALE NOT TO SCALE EL = 4.70' NGVD29 PUMP SHALL BE INSPECTED IN ACCORDANCE WiTH TITLE 'LA.STIC LEACHING CHAMBER DETt11L 1NTEPSECTtoNs TENQEQ V ENVIRONMENTAL CODE FOR PROPER OPERATION AND �onPEPTX �i�ErA1NiNG WALE EX IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS AND sPEcincAnoHs. INSPECTION ADS-BIODIFFUSER 11" STANDARD PREPARED FOR : z OF Core` ` -0.6 REPORTS SHAl BE SUBMITTED TO THE LOCAL BOARD LAYUP LENGTH 76" PER UNiT of HEALTH. o CLAN VIEW - RESERVE SAS \ 5.2 2 -0.2 t: NOT TO SCALE \_ �`__ 2 Pni_E .4P?an GREATER THAN i DAY STORAGE PROVIDEDIN PUMP (3iAlwIBFR ~ A2-1 ___ fAIN1 T 4� \ 203.9 GAL > 110 GAL (DAILY FLOW) Craig P. Zajac Al _ t INVERT OUT SEPTIC TANK _ 6.25 5 Doeskin Place 5.3�i- _. jJt`1QE ->: :i.i �'� �- --------- PUMP ON ELEV. = 4.08 RETAINING WALL r , � " 4 r` tLtC I II( K15tK '+ AREA OF METER PIT = 12.56 SF 13.6 A. _ coNCRE , , Framingham, MA., 01701 4 A2-3 \- \ WATER FIXTURE ,� �� x 1. VOLUME = 12.56 SF X 2.17' X 7.481 = 203.9 GALLONS \ 3.0 .HOC) N,Q T ` WATER LINE A o , 2 3.2 5.2 4 �.. LOCAL VARIANCES ONLY \, , , \ A?-^ ;,\ x 5 4, TOWN of BANtNSTABLE - CHAPTER 3s0 ON-SITE SEWAGE OiSP06N. SYSTEMS i'/ --t, ; i „ t.C ARTICLE 1 - PARAGRAPH 360-1 SETBACK REQUIREMENTS:, A 2-S 2.7 c�` o v , - W AFL REQUIRED: UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HEALTH, ALL SON. ABSORPTION SYSTEMS, LEACHING FAMI TES. SEPTIC TANKS. DISPOSAL FIELDS. OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS 0 o o Ut`QtNG SE1B �,' STONE HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL INTERVENE BETWEEN ANY BORDERING VEGETATED WETIA D (AS DEFINED W RO 310 CMR 15.002 OF THE STATE +1 1, y `4 8 , i 2.2 F `. ' ➢ _ `�c - '� o ' \ EHMRONM fAI CODE, TITLE 5, MINIMUM REQlNR 15 FOR THE S11BSl1RFACE DISPOSAL OF SANRNtY SEWAGE) AND/OR WATERCOURSE NNCT UDMG BROOKS, PONDS, SALT AND FRESH WATER MARSWES, BOGS, STREAMS, '� 55;��U ?-- ��. ` ,� 1 1 At-2 COASTAL BANKS, LAKES OR SPRING HiGH WATER MARK OF TIDAL WATERS AND ANY PORTION OF ANY SOIL ABSORPTION SYSTEM, LEACHING FACRJTY, SEPTIC COMPONENT: \ , \ , 4 f sroNE FACE PROVIDED 47L35 FEE (TALK). 59.88 FEET (PUMP CHAMBER). s732 FEET (D-BOX). 68.83 FEET (SAS), 58.5 FEET (RESERVE) R 0 S A �� i m � 4.2 l v A L L R '�1 0 s A �v I r < AND CAP WffH C B/D H FIND MORPRED JONIS 10 ARiK;LE VII - NNSTALLATION OF ONSTTE-SEWAGE DISPOSAL SYSTEMS ON MARGINAL. LOTS - t TIPPED - HELD 12' BELOW GRADE PARAGRAPH 360-18 SUBSURFACE DISPOSAL. SYSTEMS SHALL HIVE ffiRFFOOT OF DEPiH OF NATURALLY OCCURRING PERVIOUS SOIL. ABOVE THE MAXIWIM GROUNDWATER ELEVATION. 0H 10 PROVIDED: APPROXIMATELY THREE FEET OF NATURALLY OCCUIRING PERVIOUS SON. OCCURS ABOVE THE HIGH GROUNDWATER. PROVIDE AN OVERM TO THE 'IC HORIZON ELEVATION AND F40UM WITH CLEAN SM� PER L A w N �, t 8 4 AGAWST CONCRETE TITLE V - 310 CMR 15255 TO THE TOP ELEVATION OF THE SAS TO PROVIDE THE REQUISITE 5 FT OF SEPARATION TO HIGH GROUNDWATER. p x 5.t ts� i ```.. vWi WALL 4 AS SDRAEN. 3. T GENERAL SEPTIC SYSTEM CONSTRUCTION NOTES i �` (�7 /4•1Y O/C EJI v� 5.2 K ' c ' • " r ~ 1. ALL SYSTEM COMPONENTS SHALL BE MISTA M IN ACCORDANCE WiTH TITLE V OF THE STATE $AVIARY CODE DATED APRIL 21. 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, d ANY LOCAL RULES & � l .5 � ' �, � '" • 1z• � � REGULATIONS APPUCABIE. �` b W coRPtQ �, . .► av�s oowM to 2 ANY CHANGE 70 THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. ca J / 28,0' t ViE , i z 40 1L Ow QBUFABIE MwIBt If NEWN LION ',i' u l TaP aFv SET AT 8 7 J'" stoE i1MOE cr. o. f EL 7 0 p4G o \ a Z ` e0nott 10 D1=24 191, ONDE 3. WHEN CONSTRICTION IS COMPLETED, PRIOR TO BACKFILLM. NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN EIMIEER FOR INSPECTION. O at v.ON LOW SEE Or WILL � cc o a oT� OF WALL µ607. HIV v D)NE o s o M f ooNc, s • �o ESL..=7.0 �.• O!,1' ' ^ gED '1�QN , �, -4 4. AIL. SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHNED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. N rn E3 T.+OF WALL x r u , w Rv� D A , , m,-i r - m t:OYet aYBt = 0) p FwN \ TM , o An c'>Pa �o E L\=5.0wftT z 1` z - 13.0 P'FdpO D� o W t2'o/+c f ay :r•�: : 5. EXCAVATE UINSUTABLE MATERIAL TO THE 'C HORIZON-. FOR A H ORR. DISTANCE OF 5' SURROUNDING THE LEACHING FELD. AND REPLACE WITH CLEAN SAM PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. �U N y o , z v o c� NDSNG t r, c__% a1/1 _.. r-- �, � VN � ?fix t V•A S c7 ,. •, � •'.r -- � � 6. NNSlNJ1TE ALL PIPES AGAINST FREEZING AS REiQLNRED WHEN LESS THIN 3' OF COVER. � C T10- . �;� -1 w S �`' { _; I 7. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRINDER DISPOSALS. w co C t GALLON o r' ' \ ink �� \ o a t'� .` -1 S 11C TANK S-� t E "'�� \`, i �� - :` 8. THE CONTRACTOR SHILL CONTACT DIG SAFE (AT 1-888-DIG-SAFE AND UiiUTY COMPANIES TO LOCATE ALL 00S1IrG UTIIRTEs, AT LEAST 72 HOURS BEFORE THE START OF CONSmic710N. THE COMRACw N-- Q! z �� SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTiW Y AND VERTICALLY, OF ALL EXT51NrG UIKITiES BEFORE THE START OF ANY WORK. THE LOCATION OF DUSTING UNDERGROINVD UTILITIES ARE SHOWN IN AN F- C \ n APPROXIMATE WAY ONLY. MAY NOT BE LN►NIED TO THOSE SHOWN HEREON AND HIVE NOT BEEN NDEPDND XY VERIFIED BY THE OWNER OR ITS REPRE MCATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE m m \ INN. IN=6.5 eR x 5. E . ,` 7 �-, \\ osdl a _ f FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILTIES EXACTLY. IF ELEVATION INFORMATION OFFERS FROM PLAN INFORMATION. THE CONTRACTOR SHALL NOTIFY H o T Q a 8\\ i THE E IMMEDIATELY FOR POSSIBLE REDES�i. AT UTILITY CRQSS�S, VERIFY W FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS. TELEPHONE & DA7A/COMM AND RELOCATE IF COMFUCIM WITH PROPOSED U ...� RETAINING WALL (SEE z 6g ts'WE ICY Kato POMM BMW INVERTS PER THE DNGINEERS ORECTiON. THE CONTRACTOR SHALL PRESERVE ALL � UTILITIES AS REQUIRED. uJ Z ., DETAIL 20 r`' 0�' OF�--1MALl � v ,......... •• o � �.=8.0 ` 4. (`1 % \ - .�' t. cdMGIE1E 10 ee J000 PSI 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL. BE AS DETERMINED BY THE APPROPRI47E UTILITY COMPANY O 60 C `��/ - Z S<1OMM 9M11 BE WW MOM d!IMACE wIM OWAL 001r� 60 B T. OF WALL , J �, ti �\ f*1 ` COMPAM To= ASHY D-M. cc m o EL=4.5 1a.184 h K \ n\ 0 10. PER TITLE 5 SECTION 15.255 THE DISTANCE FROM THE RETANNIG WALL,/MIPERVIOUS BARRRIERR TO THE EDGE OF THE SON. ABSORPTION SYSTEM CLOSEST TO THE BARRIER SHOULD BE 10 FEET, a. N (� r- SE1B A� 1 • PROVIDED: 9 FEET n OF WALL_ i o'�� : s ` ' FETAMM WALL WITH FBA STM FACE KT EL-8.7 1 t S POWER . 0" 7. 1B OF WALL , , SUPPLY ' T +�. o�TA1L LEAC�MNG AREA REQII�REMENTS W w z N =4.7 \ t '' 10.0t '; 10.3 RHO v a NITROGEN LOADING LIMITATION: W z R� D BOH REG. 360-045, SALT WATER ESTUARY = Z METEF�IN PIT '! 9.7 LEGAL BUILDING LOT 330 GPD ALLOWED g o i- 1 TP4 7.0 m m m ¢ a \ 0-BOX 5- \�t7 JOf o '' x 5 TP1# ° ; , ; CB/DH F RESIDENTIAL. 1 BEDROOMS a IWX a 2 HEi n 2 x 110 GPD/BEDROOM �' �' z z z U PROP VEWAYSr y TOTAL DESIGN FLOW = 110 GPD a a �a M w INSPECTT D , , GARBAGE GRINDER (NOT INCLUDED) = N/A � N m x= 8.9© 10 PORT 55; 5 Ln s" 5 �k 77 33 .• ' �\ PERC RATE = S5 MIN. f INCH (CLASS 1) 0:: Au WX E �, TP3 x/' S �- �\ LTAR 0.74 GPD/S.F. "' «� o \5.63 TOP OF, N N w EPDM IMPERMEABLE MIN. LEACHING AREA OF SAS. REQUIRED: I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE � N a M BARRI PER TITLE v x 5.53 iKROL va LVEs BOT�•ota WALL W - s.s �^ 110 GPD 0.74 GPD S.F. = S.F. MIN DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME ; ; N o 0 ,n REQUIREMENTS. TOP OF , 1 N STANDARD 11" / / 148.6 S 0, BARRIER Et.EV=8.7 BI'�� •8 ,'� . EL-5.9 CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 '" \ \ , �,,` \ __ _ - 6.1 :/ _ PROPOSED SYSTEM: o o } LEACHING CHAMBER _ N `-' AND STONE. ATER METER g~ WA %-'' V ate �- '�--�x PRIMARY W.- Top SIGNATURE DATE 3- z OF WALL ,EXCAVATE A 5' � vJATER SHUTOFF W POs G An An m EL=8.75 5.32 CHAMBER SYSTEM CONFIGURATION M BOT. OF WALL iPVERDIG DOWN,TO 5.9 � y tAENT z EL.=5.5 ,C�YHORIZON EiEV. '"� 2 G a s G�1N - -% EDGE of P A 1^� BIODIFFUSER CHAMBER30 FT. SEE DETAILS HEREON $ X L,008 � '� DATE 03/20/12 GENERAL W o#`1g�-� -� , 7.3 FT X 13.4 FT BARNSTABLE SHEET TITLE s PTic srsZt-`� 2" P� 2 SIDE WALL AREA: 2(13.4' + 7.3 X 1,30' = 53.82 SF SOIL EVALUATOR: C0N5TRUCION OTE ,. A ) BOARD OF HEALTH AGENT: EXHIBIT - Conventional _ P.E. NAME: DON DESMARAIS Gam_ --' REMOVE WATER K / BOTTOM AREA 13.4' x 7.3 97.82 SF STEVE WILSON, ' SHUTOFF D M�' TOTAL EFFECTIVE LEACHING AREA = 151.64 SF - IRRIGATION coN�Rot. N SYSTEM DESIGN CAPACITY=151.64 SF x 0.74 GPD SF =112.2 GPD TEST PIT 1 TEST PIT 2 TEST PIT 3 r TEST PIT 4 Septic System ' A�T� 1 _ _ _ _ c G x-g g I �� ,r i ITII ITV POLEA2h G.S.E. 6.1 G.S.E. 5.8 G.S.E. - 5.6 G.S.E. 5.4 4� W1�E_PUg�t`1 OH - 6.5 RESERVE SAS. C CONFIGURATION A ; 10YR 3/3 ; LOAMY SAND A 10YR 3/4 ; LOAMY SAND A ; 10YR 4/3 ; LOAMY SAND A ; IOYR 3/3 ; LOAMY SAND SHEET NO C 1 N BIODIFFUSER CHAMBER - 11 STANDARD w w • 1 9 ELEV 5.35 10 ELEV 4.97 9 ELEV 4.85 9 ELEV 4.65 7.05 FT X 13.6 FT X 1.30 FT. 2nO " 6.2 OHS^�� B ; IOYR 5/3 ; LOAMY SAND B ; IOYR 4/4 ; LOAMY SAND B ; 10YR 4/6 ; LOAMY SAND B ; IOYR 4/6 ; LOAMY SAND - , OHS_ SIDE WALL AREA: 2(13.6 + 7.05) X 1,30 = 53,69 SF ^' BOTTOM AREA: 13.fi' x 7.05' = 95.88 SF 18' ELEV 4.60 20' ELEV 4.13 18' ELEV 4.10 19' (ELEV 3.82 DATE : OS 30 2012 i, -- WATER GATE C)HN\- BENCHMARK AT MAG t TOTAL EFFECTIVE LEACHING AREA = 149.57 SF 10 O 10 - �6.0 OH W NAIL SET - 4 P F =110.6 GPD C ; I OYR 6/7 ; MEDIUM C ; 1 OYR 7/4 ; MEDIUM C ; I OYR 7/8 ; MEDIUM C ; I OYR 7/4 ; MEDIUM 20 -J� t SYSTEM DESIGN CAPACITY=149.57 SF x 0.7 G D/S SAND SAND SAND SAND 1 SCALE IN FEET EL = 8.22 Ncw29 SEPTIC TANK SIZING: 110 GPD x 200x = 220 GAL 78' ELEV -0.4 81' ELEV -0.95 80' ELEV -1.07 80' ELEV -1.27 oNti^� HYDRANT SEE 3/15/2010 USE 1500 GALLON TANK MIN. o . G.W. o s o. . G.W. o ss o.o G.W. o 67 0.0 oes. G.W. o ss -0.10 SCALE : 1"=10' i LETTER ` Perc O 48' (ELEV 2.1) Perc O 48- (ELEV 1.4) o UTILITY POLE-mot 2� ` RATE- <2 MiN IN RATE <2 MIN IN DRAWN/DESIGN BY: SDM CHECKED BY. MWE N _ ` ROT SHALL BE DEED RESTRICTED TO 1 BEDROOM / _ / .., CUSS I SOIL CLASS I SOIL J O B N O: 2012-010 C A D D FILE: 2012-010-JT 0 N i