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HomeMy WebLinkAbout0168 LAKESIDE DRIVE - Health 168 Lakeside Drive *4 Marswns Mills A="102 - 022. p I I Barnstable Town of Barnstable 0AmeftaCtly 9 'MAS& Board of Health ► '639• Awe Fpl 200 Main Street Hyannis MA 02601 Zoos Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 14, 2007 Mr. Stephen Haas, P.E. Eagle Surveying, Inc. 923 Route 6A Yarmouthport, MA 02675 RE: 168 Lakeside Drive Marstons Mills A= 102-022 Dear Mr. Haas, You are granted permission on behalf of your client, Linda Mandella, to construct and utilize an innovative/alternative (I/A) nitrogen reduction system at 168 Lakeside Drive, Marstons Mills, Massachusetts. This permission is granted with the following conditions: (1) No more than one (1) bedroom maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to one (1) 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 system shall be installed in strict accordance with the engineered plans dated August 17, 2007. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the OjalaValigaIASysternApproval r system was installed in substantial compliance with the submitted plans dated August 17, 2007. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for nitrates, pH, BOD, TSS, Fecal Coliform, and TN. (6) After the two year monitoring period has ended, the applicant may come back before the Board of Health to seek permission to reduce the testing frequency. (7) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code, Title 5 and all of the Town of Barnstable Board of Health Regulations. Sin rely yo r , W yn Miller, M.D. Chair an I Oj alaVal igaIA SystemApproval - � EAGLE SURVEYING , INC. 923 Route 6A J Yarmouthport, Massachusetts 02675 Telephone (508) 362-8132 / (508) 432-5333 Frank Whiting, P.L.S. ® .271? Stephen A. Haas, P.E. � �, (� August 27, 2007 Barnstable Board of Health 6 7 200 Main Street Hyannis, MA 02601 � Re: 168 Lakeside Drive, Map 102, Parcel 022 Dear Members of the Board: Z "7 :. My client, Linda Mandella, is proposing to build a one bedroom dwelling on the above mentioned clot. The�lot is 9955 s.f. and falls within a Zone II. Therefor we have proposed the use of a Singulair system to overcome they shortfall of lot area. I have attached the proposed testing schedule for your approval. Test to be dope quarterly r for the first two years and annually thereafter. Should you have any questions or comments,please do not hesitate to call. Sincerely, EAGLE SURVEYING, INC. Stephen A. Haas, P.E. cc: Linda Mandella Enclosures Auh - 1 UUJ 11 1!)NM ,iiPIs*m(ind aricl Associates PI0 , UU`.J3 N I r SIEGMUND ENVIRONMENTAL SERVICES, INC. 49.PavlianAu3zte, Pmu.kne,R102905 P1401178510130 .F/401/785/3110 SINGULAIR.PROVISIONAL APPROVAL EFFLUENT TESTING CONTRACT MA DEP requires the Homeowner to have their advanced wastewater treatment technology (Singulair Wastewater Treatment System) tested quarterly for the best two years of operation or until released from testing. Testing must be done for BOD, TSS, TN, TKN, Fecal Colifornt, Temp and pH unless otherwise notified and must be perfonned by a DEP licensed individual and laboratory. SES will facilitate all effluent sampling and testing and report to local and state regulatory agencies. SES will keep copies of all records on file for review by the homeowner, MA DEP and the local BOH. All copies of the test results will also be sent to MA DEP as well as the local BOH. Sampling will be done via `grab sample'and taken from the sample port installed after the Singulair. If no port is available, samples will be taken fYvm the pump chamber or distribution box. Either location must be accessible at grade. Date Name &Location SES Ii job 8/27/07 Linda F. Mandella 168 Lakeside Dr; Marstons Mills, MA MA.-380 (N!� Description Quarterly grab sampling ✓ ✓BOD &TSS ✓ ✓Fecal Coliform .,'Ph &'Tenip ✓ ✓TN ✓ ✓Reporting to MA DEP &Local BOH ✓TOTAL DUE ✓$1,1500.00 per ear Homeowner Date SESZ Date `This testing contract is separate from the initial Operation. Maintenance contract r'f } COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Siegmund Environmental Services, Inc. 49 Pavillion Avenue Providence, RI 02905 Trade name of technology: Singulair 960 NR, Models 500, 750, 1000, 1250 and 1500, alternative treatment system (hereinafter the "System"). Schematic drawings illustrating the System and a technology checklist are attached and are part of this Approval. Transmittal Number: W075652 Date of Issuance: August 28, 2006 Expiration date: August 28, 2011 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Approval to: Siegmund Environmental Services, Inc., 49 Pavillion Avenue, Providence, RI 02905 (hereinafter "the Company"), for Provisional Use in the Commonwealth of Massachusetts for the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the owner(s) of each installed system (hereinafter, the "owner(s)" or the"System owner(s)") with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. August 28, 2006 Glenn Haas, Director Date Division of Watershed Management Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep ��a Printed on Recycled Paper Singulair 960 NR,Provisional Use Approval Page 2 of 10 I. Purpose 1. The purpose of this Approval is to allow installation and operation of up to 50 Systems in Massachusetts, on a Provisional Use basis, in order to further evaluate the capabilities and performance of the System. The specific goals of the further evaluation are to determine: i. If the System is capable of consistently reducing the total nitrogen (TN= TKN+NO2+NO3) concentration in the effluent discharged to the soil absorption system (SAS) so that the Department may allow an increase in the loading rate per acre on a General Use basis in areas subject to nitrogen loading limitations, ii. If the System is capable of meeting or exceeding effluent limitations for a Recirculating Sand Filter(RSF) set forth at 310 CMR 15.202 (4), and iii. If at least 90 percent of the installed Systems perform at a level at least equivalent to that of an RSF as set forth in 310 CMR 15.202 (4). 2. With the necessary local permits and local approvals required by 310 CMR 15.000, this Provisional Use Approval authorizes the use and installation of the System in Massachusetts for Systems with a design flow of less than 2,000 GPD, and requires testing so that the Department can determine whether the System consistently can or cannot function to effectively reduce total nitrogen in the effluent. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.286(4) and are approved by the local approving authority. II. Design Standards 1. The System utilizes extended aeration to treat sanitary wastewater. The treatment process takes place in a three-compartment precast concrete (processing) tank. The first compartment is a pretreatment chamber for settling solids that provides some anaerobic decomposition during approximately 12-hour residence time. The second chamber is for aeration, an aerator motor with an aspirator shaft draws air into the water to provide 30 minutes per hour of aeration. The third chamber provides settling and clarification for the aerated wastewater. Activated sludge from that chamber is recirculated to the aeration tank by the Bio-Static sludge return located within the chamber. Approximately 10 to 15 percent of the design flow is returned to the aeration tank. A Bio-Kinetic Filter is located within the settling zone in the clarification chamber. The Filter provides non-mechanical flow equalization using inflow ports located for design flow, sustained flow and peak flow, filtration and final settling to the effluent. The treated wastewater from the Filter discharges to a recirculation chamber. The pump in the chamber recirculates a portion of the effluent to the pretreatment tank, the remainder of the effluent discharges either to a final pump chamber for pressure distribution or to a distribution box for gravity discharge to a soil absorption system (SAS). 2. The System includes a weather-tight enclosed control panel with aerator controls, manual reset circuit breaker, on-off automatic selector switch, adjustable timer mechanism and an audible/visual warning system to report malfunctions. The 1 Singulair 960 NR,Provisional Use Approval Page 3 of 10 panel also contains the recirculation pump controls including high water level override and high water alarm. The alarm and control circuits shall each be connected to an independent power source run from the main power source of the facility. 3. Systems designed for facilities in excess of 1000 GPD shall require the installation of a pretreatment tank sized in accordance with the Company's requirements and constructed in accordance with 310 CMR 15.223 through 15.226. 4. The System shall be 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. 5. All manhole covers and access ports shall be installed at finish grade to allow for maintenance of the System. 6. The control panel including alarms shall be mounted in a location accessible to the operator of the System. 7. New Construction less than 2000 GPD: In accordance with 310 CMR 15.217(2), an increase in calculated allowable nitrogen loading per acre is allowed with the use of the System in areas subject to nitrogen loading limitations, 310 CMR 15.214. When used in such areas: i. For residential facilities, the design flow shall not exceed 660 gallons per day per acre (GPDA), and the total nitrogen (TN) concentration in the effluent shall not exceed 19 milligrams per liter(mg/L), ii. For non-residential facilities, the design flow shall not exceed 550 GPDA, and the total nitrogen concentration in the effluent shall not exceed 25 mg/L. III. General Conditions 1. All provisions of 310 CMR 15.000 are applicable to the use and operation of this System, the System Owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, and 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 System owner or the Company unless the Department determines otherwise. 3. Any required operation and maintenance, monitoring and testing shall be performed by the Company or its approved operators in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or Department approved testing laboratory, or a Department approved independent university laboratory, unless otherwise approved by the Department in writing. It shall be a violation of this Approval to Singulair 960 NR,Provisional Use Approval Page 4 of 10 falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 4. 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. 5. In accordance with applicable law, the Department and the local approving authority may require the System owner(s)to cease operation of the system and/or to take any other action deemed necessary to protect public health, safety, welfare and the environment. 6. The Department has not determined that the performance of the System will provide a level of protection to public health, safety, welfare and the environment that is at least equivalent to that of a sanitary sewer system. Accordingly,no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. 7. Design, installation and operation shall be in strict conformance with the Company's approved plans and specifications, 310 CMR 15.000 and this Approval. 8. The System is approved in connection only with the discharge of sanitary wastewater. Any non-sanitary wastewater generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 9. All effluent samples shall be taken at a flowing discharge point, i.e.- distribution box,pipe entering a pump chamber or other location from the treatment unit approved by the Department in writing. Any required influent sample shall be taken at a location that will provide a representative sample of the influent. Influent sample locations shall be determined by the System designer and the Company and shall be selected so that the influent characteristics are not changed by the System recycle. 10. Effluent discharge concentrations shall meet or exceed secondary treatment standards of 30 mg/L carbonaceous biochemical oxygen demand (CBOD5) and 30 mg/L total suspended solids (TSS). 11. For Systems installed at residential facilities with design flows less than 2,000 GPD, TN concentration in the System effluent shall not exceed 19 mg/L. For Systems installed at all non-residential facilities with design flows less than 2000 GPD, TN concentration in the System effluent shall not exceed 25 mg/L. IV. Conditions Applicable to the System Owner 1. Prior to installation of the System, the proposed owner shall obtain a Disposal System Construction Permit in accordance with 310 CMR 15.020 from the local approving authority. The application to the local approving authority shall include a certification signed by the Company or its designee that the System has been designed in accordance with the Company's requirements, 310 CMR 15.000 and this Approval. The Certification shall be consistent with the model attached hereto as Exhibit A. This Company certification in no way changes the Singulair 960 Nf,Provisional Use Approval Page 5 of 10 requirements of 310 CMR 15.220 (1) and(2). Department approval of the System design 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 its review. 2. The System owner shall at all time have the System properly operated and maintained in accordance with this Approval, the designer's operation and maintenance requirements and the Company's Department approved procedures and sampling protocols. 3. Operation and Maintenance agreement: i. Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor throughout the Provisional Use Approval period unless and until the System is Certified for General Use by the Department. Subsequent to Certification for General Use of the system, O&M agreements shall be for at least one year and may be with any Massachusetts certified operator of the appropriate grade that has received training by the Company on the operation of the System. ii. No System shall be used until an O&M agreement is submitted to the local approving authority which: a. Provides for the contracting with the Company or a Company approved operation and maintenance contractor that has been trained by the Company to operate the System consistent with the System's specifications and any additional operation and maintenance requirements specified by the designer, the local approving authority, or the Department; b. Contains procedures for notification to the Department and the local approving authority within five days of knowledge of a System failure and for corrective measures to be taken immediately; C. Contains a plan to determine the cause of effluent total nitrogen limit violations that occur any time after the first three months of operation, if such violations occur on two consecutive sampling events; d. Provides the name of an operator, which must be a Massachusetts certified operator if one is required by 257 CMR 2.00, that will operate and monitor the System(hereinafter the "System operator"). The System operator must inspect and operate and maintain the System at least every three months and anytime there is an alarm. 4. Anytime the System operator is changed, within seven days of such change, the System owner shall notify the local approving authority and Company in writing and submit a copy of the new agreement to operate and monitor the System to the local approving authority and the Company. The new operator must have received Company approved training on the System. i Singulair 960 NR,Provisional Use Approval Page 6 of 10 5. The System owner shall furnish the Department or the local approving authority any information,which either entity may request regarding the System,within 21 days of the date of receipt of that request. 6. Prior to transferring any or all interest in the facility served by the System, or any portion of the facility, including any possessory interest, the System owner shall provide written notice of all conditions contained in this 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 thereof a copy of this Approval for the System. 7. For year round residential facilities and non-residential systems with design flows less than 2,000 GPD, effluent from the System shall be monitored at least once per calendar quarter. Any sample collected within 60 days or more than 90 days of a previous sample shall not be considered a required quarterly sample. The following parameters shall be monitored: pH, CBOD5, TSS, alkalinity and TN. Each time the System is monitored, the water meter, if a water meter is installed, shall be read and the water use recorded. All monitoring data shall be submitted to the Department within 45 days of the sampling date. After two years of monitoring for residential use and at the request of the owner, the Department may reduce the monitoring requirements 8. For seasonal residential facilities where the residence is occupied fewer than six months per year, effluent from the System shall be monitored twice per season; initially 45 days after occupancy,and if the residence is occupied during an additional calendar quarter, once during that following quarter prior to System shut down. The following parameters shall be monitored: pH, CBOD5, TSS, TN and alkalinity. Each time the System is monitored, the water meter, if a water meter is installed, shall be read and the water use recorded. All monitoring data shall be submitted to the Department within 45 days of the sampling date. After four seasons of monitoring and at the request of the owner, the Department may reduce the monitoring requirements 9. Prior to the issuance of a Certificate of Compliance for the System, the System owner shall record and/or register in the appropriate Registry of Deeds and/or Land Registration Office, a Notice disclosing the existence of the alternative septic system subject to this Approval on the property. If the property subject to the Notice is unregistered land, the Notice shall be marginally referenced on the owner's deed to the property. Within 30 days of recording and/or registering the Notice, 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/instrument number and/or document number; and (ii) if the property is unregistered land, a Registry copy of the owner's deed to the property, bearing the marginal reference. 10. Prior to the issuance of a Certificate of Compliance for the System, the Company shall submit to the local approving authority and the System owner a signed certification that the System has been installed in accordance with the Company's requirements and this Approval. This certification in no way changes the requirements of 310 15.021(3). The System owner shall not make any changes to the System including landscaping that changes access to the System without the approval of the Company and the local approving authority. Singulair 960 NR,Provisional Use Approval Page 7 of 10 V. Conditions Applicable to the Company 1. By March I"of each year, the Company shall submit an annual report to the Department signed by a corporate officer, general partner or Company owner that contains all sampling and inspection information collected on the System for the previous calendar year and presents a report on the System's capability to meet the Approval's effluent requirements. The report shall include the following information: i. Details on total number of units of the System sold for use in Massachusetts during the previous year; the address of each installed System, the owner's name and address, the type of use (e.g. residential, commercial, school, institutional) and the design flow and model; ii. Date when system was installed and started up; iii. Tabulation of the sampling parameters and results with backup inspection and laboratory sheets available on request; iv. Statistical analysis of the sampling results including but not limited to average and median values with the percentage of systems that are meeting the effluent limits compared to the systems that are out of compliance; V. Tabulation of systems that are out of compliance, reasons for non- compliance and any corrective action taken including but not limited to design, installation and/or operation or maintenance changes required to reach compliance; vi. The inspection results recorded on a Department approved inspection form and a technology checklist, copies of which are attached to this Approval. The forms must be completed by the System operator and submitted to the Department with the annual report. vii. A general summary of the results for the year, any recommended changes to the design, installation and/or operation and maintenance procedures and a schedule for implementing those changes; and viii. The three year report on the operation of the System shall be prepared as required by item 8 below. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall make available to owners, operators, designers and installers of the System, in printed and electronic format: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a protocol for collecting samples; a 1 Singulair 960 NR,Provisional Use Approval Page 8 of 10 maintenance checklist; and a recommended schedule for maintenance of the System. 4. The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make the list of qualified operators available by March 1st of each year. The Company shall also make the list known to the local approving authorities, the Department and users of the technology. 5. The Company or its designee shall conduct a review of the System prior to the sale of any unit to ensure that the proposed use of the System is consistent with the unit's capabilities and shall certify in writing, as described in paragraph IV.1. above, that the intended use conforms to this Approval and any requirements of the Company and submit a copy of that certification to the local approving authority and the System owner. 6. Prior to the issuance of a Certificate of Compliance for the System, the Company or its designee shall conduct an inspection of the facility prior to system startup and certify in writing to the local approving authority and the System owner that the unit has been installed in accordance with the Company's requirements and this Approval. The Certification shall be consistent with the model attached hereto as Exhibit B. This certification in no way changes the requirements of 310 CMR 15.021(3). 7. The Company or the Company's approved operation and maintenance contractor shall maintain a contract with the System owner throughout the Provisional Use Approval period until the System is Certified for General Use by the Department that: a. provides for operating and maintaining the System with an operator that has been trained by the Company to operate the System consistent with the System's specifications and any additional operation and maintenance requirements specified by the designer or by the Department; b. contains procedures for notification to the System owner, the Department and the local approving authority within five days of knowledge of a System failure and for corrective measures to be taken immediately; C. contains a plan to determine the cause of effluent limit violations for total nitrogen excluding the first three months of operation, if such violations occur on two consecutive sampling events; and d. provides the name of an operator, which must be a Massachusetts certified operator if one is required by 257 CMR 2.00, that will operate and monitor the System (hereinafter the "System operator"). The System operator must inspect and operate and maintain the System at least every three months and anytime there is an alarm event for facilities with a design flow less than 2,000 GPD and. 8. The Company shall conduct a performance evaluation in accordance with 310 CMR 15.286(6) starting after at least 50 systems have been installed under this Singulair 960 NR,Provisional Use Approval Page 9 of 10 approval or for prior versions of this approval and operating for at least three years. In those cases where the Company also installed and collected operating results from Pilot Use Systems or other Systems located in areas not defined as DEP nitrogen sensitive area, the results from those Systems can be used in the 50 System total,provided that the Company can document that the models installed are the same models this Approval applies to, and that inspection and sampling was conducted in accordance with this Approval, and that the results were collected over a three year period. A report shall be submitted to the Department no more than 180 days beyond the three year period evaluating whether at least 90 percent of the units installed for at least three years are meeting the effluent limits as presented in Section III items 10 and 11 and describing any changes in the design, installation and/or operation or maintenance that have been or will be taken to meet the 90 percent target. If the System does not meet the 90 percent requirement, the report shall detail the changes that must be made in design, installation and/or operation or maintenance to meet the goal and include a schedule containing a deadline for implementing those changes. 9. The Company shall not install or allow installation of more than 50 systems unless otherwise approved by the Department in writing. 10. 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. 11. The Company shall include copies of this 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 the distributor or re-seller to provide each purchaser of the System with copies of this Approval. 12. If the Company wishes to continue this Approval beyond its expiration date, the Company shall apply for and obtain a renewal of this Approval. The Company shall submit a renewal application at least 180 days before the expiration date of this.Approval, unless the Department grants in writing permission for a later date. This Approval shall continue in force until the Department has acted on the renewal application. 13. The Department may require the Company to perform evaluations of system performance, conduct tests, and take corrective action when,based upon a preponderance of the available data and information, it is necessary to take such actions to ensure technology performance complies with this Approval. VI. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Watershed Permitting Program Department of Environmental Protection One Winter Street- 6th floor 4 Boston, Massachusetts 02108 Singulair 960 NR,Provisional Use Approval Page 10 of 10 2. All inspection forms and sampling results collected by Operation and Maintenance contractors shall be submitted to the Department, the Board of Health and the Company. VII. Rights of the Department 1. The Department may suspend, modify or revoke this Provisional Use Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the 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 authorized by law with respect to this Approval and/or the System against the System owner, System operator, and/or the Company. VIII. Expiration date 1. Notwithstanding the expiration date of this Approval, any System sold and installed prior to the expiration date of this Approval or any continuation of this Approval, that is approved, installed and maintained in compliance with this Approval (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. Singulair_Prov Appvl_Final.doc Town opt-Barnstable Department of Regulatory Services Public Health Division Date o� 200 Main Street,Hyannis MA 02601 ennr+sreste. MASS T� t63q. f. Arfo t,,yr Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Dispo t Performed By: rS%�?�/L/ � Witnessed By: 11 i I ..1,4Id1. �{ II T I T Irl i i" I TM1�" 'il" NN"i ,I., :i�i. it , ,i .,., ,. -n• ' .uii, I' •v:,. „ I, ..... ii .v,.,,l,,,..,.:.1 Location Address �% � jl 7�� Owner's Name 6 vzw w(A�Lrf¶ MA Address ��� ���►i v��17 �.� Assessor's Map/Parcel: Eja 6pz Engineer's Name EVE //19� NEW CONSTRUCTION REPAIR Telephone# 0 'r Land Use 4 6--S'b&4­3'7-7 A'4-- Slopes(%) 2- Surface Stones Nei Distances from: Open Water Body ft Possible Wet Area 7 �r lft Drinking Water Well '—' ft Drainage Way r-"_ ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) as Ae Pot . 1 n3 �. 0 a� l0 • a ryn 1 �c�1 tv �Z -� rn► .gyp, �, �;. CD 40 r\J y Parent material(geologic) 1 /10 - i r7l&►zo pe_e,p. Depth to Bedrock Depth to Groundwater: Standing Water in Hole: A"Ao14 Weeping from Pit Face Estimated Seasonal High Groundwater l�. N�ArTI ] QAS�QI�IHR T . Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level T.1 54 (nie;' ., Observation i Time at 9" 1-•"' Hole# Depth of Per J(� Time at 6" Start Pre-soak Time Q D`I cw `oz� Time(9"-6") �•r End Pre-soak Rate Min./Inch L 2 Z Site Suitability Assessment: Site Passed Leo'� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-----—,-- Q:HEALTH/WP/PERCFORM Depth from Soil Horizon Soil Text 0 I Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,BouldereConSislency s. % g A L S ?. x.4:tw....:. :::::::.:::...............: ass.szvrxrr : a ::::::::.:::.::::::::.:.: ::::.::::::::::.:.:::::....:. . . ,..::.:.........:.............:.... Depth from Soil Ilorizon Soil Texture. Soil Color Soil Other ructure,Stones,Boulderes, Surface(in.) (USDA) (Mansell) Mottling (St a k Gravel) (7 004/Pt C No So 8 f .............................::.::.:::::..:::.::::.:.:::::;:.:.::.::.;:.;:.;:;::.::::::;;:>:::<:»::»:<:>::>:: Depth from Soil Horizon Soil Texture Soil Color so Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 o::•:•::>;:::.r:.>:.::::5:::;::::::i::::::> :::'r:<:. ••.:.: 13 ..:.::::.;;;::::;o::•;:.: ::::.::::«r.,,�•,,.,.e,.r•.,>:•:;:.::::::: Depth from Soil Horizon Soil Texture Soil Color Soil ter Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 Flood Insurance RatLM= Above 500 year flood boundary No— Yes Within 500 year boundary No k Yes Within 100 year flood boundary No x Yes Depth of Naturally Occ ious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification / I certify that on 99 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. / Signature � Date i 'Y'own of Barnstawe T riy' i Department of Regulatory Services Public Health Division Date p 200 Main Street,Hyannis MA 02601 BABNSGBLE. • �.., ry,-w �.. _ _ .� MA& Time Fee Pd. Arfp�r� s t�Da±e Scheduled ,. •. � Soil Suitability Assessment for Sewage Dispo l Performed By: V &p��� Pd Witnessed By: :I �+ A e` :.::...:........:.�; OwnersNa at.,..:.. me ��"ri Vie, M A , delk Location Address 46 L4VA �Il,6 I*p £ p M$q p • �L / ,t� ,ly Address •Th L--. 'f R �9CCgcts Sf, Sink Soo Assessors Map/Parcel: [( C)aa 6 f�- Engineer's Name VE $RAS !✓Guy m •G J �� I NEW CONSTRUCTION REPAIR Telephone# ' ` — i Land Use R-FS' 64-27-7 A—(— Slopes(%) Z Surface Stones A-")C `7� 'r ft Drinking Water Well — ft Distances from: Open Water Body / ft Possible Wet Area g I Drainage Way ft Property Line �G fi ft Other ft ! SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) a fit ' /Ul,?• C7 �-4 Parent material(geologic) rr&-izo Pe-^,a,. Depth to Bedrock Depth to Groundwater: Standing Water in Hole: iLX>A-'& Weeping from Pit Face 0 � O'" Estimated Seasonal High Groundwater �� _ r.,.., 14 — Method Used: Jya.y c Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• x Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ A ...........:u... .._...:.._.... .. :.. r.. ........ ..:. v......... dn No Observation Time at 9" Hole# Depth of Perc ,: �® Time at 6" m 6:cyt.,' Time(9"-V) Start Pre-soak Time @ - j - _ End Pre-soak..,, .: . ... _... ......-_ __ • .- Rate Min./Inch L 2 �•' � __._._ - '-- .�-_ .. .. _ :.. Site Suitability Assessment: Site Passed L� Site Failed.: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back--------- Q:HEALTH/WP/PERCFORM 4 ..... .. . . ............ :::....::.. ... .......:....................................... P:.. : . 1`i,i V .......0 1: . . . ....... ................. :,. :::::::......... .:::.:::X,..... a .......... .......... ...... ::::::.....:.:...::.:..;. ::p +.....................:.::.....:::::............... TI Depth from f Sdil Horizon Soil Texture soil Color SoH Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. %Gravell 8 A L S -7,�Y/- Z 3 6 L 2 C. •C S o �,�- 41,f 1 Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o. 6eGt No to K 3 L- S u n-'TA, MIS M. f Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. %Gravel) - l . ;so' lher O Depth from Soil Horizon Soil`I exture S tI Color Soil Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con tcncy,%Grave } Flood Insurance Rate Maw, Above 500 year flood boundary No_ Yes Within 500 year boundary No k Yes Within 100 year flood boundary No X Yes .Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ,es If not,what is the depth of naturally occurring pervious material? Certification I certify that on L9� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature �� Date 76'qZ-6S ACCESS COVERS MUST BE WITHIN 6' OF FINISH GRADE INVERT EL E VA T IONS : DES I GN CR I TER / A : GENERAL NOTES : 64.5 INVERT AT BUILDING: 6/.0 ,DESIGN FLOW: USE 6• RISER s USE FINISH K GRACOVDE INSPECTION -9' MINIMUM. INVERT 6 ro FINIsH GRADE FIRST 2' TO I ER IN SINGULAIR UNIT. 0.75 / BEDROOMS AT llO G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION BE LEVEL PORT, 3' MAXIMUM COVER INVERT OUT SINGULAIR UNIT: 60.4? BEDROOM EQUALS Il0 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING INVERT IN DIST. BOX: 60, 17 PURPOSES ONLY. rnl MIN 2' OF PEASTONE NO GARBAGE GRINDER INVERT OUT DIST. BOX: 60.0 4' DIAAI PIPE INVERT IN LEACH CHAMBER: 59.83 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS 3/4' 1 1/2' DIA, SEPTIC TANK REQUIRED: SET. SEE SITE PLAN. BOTTOM OF LEACH CHAMBER: 59.0 61.0 60.4 60.0 /0' %0 DOUBLE WASHED STONE //0 G.P.D. X 200x - 220 GAL. - 60.75 60. 1 59.83 � 59.0 ADJUSTED GROUND WATER: N/A +USE A SINGULAIR 960 NR. MODEL 500 3. ALL CONSTRUCTION METHODS AND MATERIALS AND N/A RECIRCULATING 3 OUTLET 4 HIGH CAPACITY INFILTRATOR OBSERVED GROUND WATER: MAINTENANCE OF THE SEPTIC SYSTEM SHALL PUMP AND CHAMBERS W/3.5't STONE AROUND BOTTOM OF TEST HOLE 02: 51. 1 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL ,SINGULAIR ,960 NR SAMPLING D-BOX l0'r x 38 'l x !0'd (DESIGN PERC RATE C 5 MIN/INCH BOARD OF HEALTH REGULATIONS. MODEL 500 6' CRUSHED STONE OR SOIL TEXTURAL CLASS - I COMPACTED BASE EFFLUENT LOADING RATE 0. 74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER //0 GPD / 0.74 GPD/SF - 149 S.F. REOU/RED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- PROF I L E : NOT TO SCALE PROVIDED: 4 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS. CHAMBERS W/3.5't STONE AROUND, A-460 S.F. f\' .. . 460 S.F. x 0.74 - J40 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR t v APPROVED EOUAL. s SO I L TEST PIT DA TA & 6. SINGULAIR TANK AND D-BOX SHALL BE REINFORCED / s INDICATES v_ INDICATES PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL r PERCOLATION = OBSERVED BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE 0 C'0. 4 HIGH CAPACITY TEST _ GROUNDWATER / IS MORE THAN ONE OUTLET. • • ,-.� INFILTRATOR CHAMBERS N/3.5't STONE AROUND TP #l TP #2 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. / -O. HORIZON TEXTURE COLOR 61.9 0' HORIZON TEXTURE COLOR 63. / 1-888-DIG-SAFE AND THE LOCAL WATER DEPT. I FOR LOCATION OF UNDERGROUND UTILITIES. A LOAMY 7.5YR O • D-00 !'' �f` SAND 2.5/2 ..................... 8. NO DETERMINATION HAS BEEN MADE AS TO SINGULAIR P60 NR /° ° 0• /o // 1' ti MODEL soot ` a9 `��. D L GAMY IOYR LOAMY IOYR COMPLIANCE WITH DEED RESTRICTIONS OR ZONING �0 D SAND 5/6 SAND 3/6 REGULATIONS. IT SHALL REMAIN THE CL l ENTS l. / '*ECIRc r 36' .......... .......................... 58.9 12' ........... 62. 1 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL i PUMP MED-COARSE IOYR LOAMY IOYR PERMITS. VARIANCES ETC. FOR THIS PROJECT. D { /f SAND AND 6/4 D SAND 4/6 LOT 2 COBBLES 30' .... ..............................•. 60.6 9. IT SHALL REMAIN THE CL I ENT'S RESPONSIBILITY I 9. 955- S.F. t' /- MED-COARSE IOYR TO HAVE THE PROPOSED BUILDING FOUNDATION �P, g oa 1 c� �.- - SAND AND 5/6 DES 1 GNED TO ACCOUNT FOR THE EXISTING GRADE 56 60 COBBLES ��� a ! "�` i AND SOIL CONDITIONS AT THE LOCATION OF THE /o. Q i c / PROPOSED BUILDING. F / s / i TPf? i I t / /0. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE i apt '•. : / / ,o ! r �i, / DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION NO WATER NO WATER l2O 51:9 /44 51. 1 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. Qp5+p{ 1 l / DATE: JUL Y 12. 2005 Ji 7/QQpQ•�,� N �•// � r it r / TEST BY: STEPHlEN HAAS 1/. THIS LOT FALLS WITHIN A ZONE l l TO A PUBLIC ro� / WITNESSED BY: 1DONALD DESMARA 1 S WATER SUPPLY WELL. A ONE BEDROOM 'DWELLING IS PERC RATE: f 2 MIN/INCH' PROPOSED ON THIS LOT USING A SINGULAIR 960 NR. ` % t �Sr,NG MODEL 500. AS APPROVED FOR PROVISIONAL USE. / l �/N . .• �' �r , 9955 SF x 660 GPD140000' SF - 164 GPD ALLOWED / f �y0 / BVw 1 45.7 i �y .+ 12. THE SINGULAIR UNIT •lS TO BE INSTALLED OPERATED. I O �'�; /, ' ;CIE a, L,yEy 1 / r c MONITORED AND MA I NTA 1 NED AS PER THE MANUFACTURERS CnN1 8 4 /. Q �• s �RAtWL SPECIFICATIONS AND APPROVAL ISSUED AUGUST 28. 2006 �{� © / �- / / ``a'sr ' • No. 2W" Or" . TRANSMITTAL NUMBER W075652. Gd WIR ! --- 10rW4 2 a a, L i►! .; 13.` NO WORK SHALL BE DONE ON THE WETLAND SIDE OF *` WORK L/M1 T WITHOUT PRIOR REVIEW BY THE �5tn oa%�� i a P 2 �1• U1%ll a 7 CONSEVATION'COMMISSION OR ITS AGENT. / � Ij BRB/DH FND ` , S / TEE PLAN O /= LAIVD I / 68 L 4 /<,E / �E �R / VE . MA P / 02 . FA PCiS 22 am/BRB fND , 1pqc� p 2pp\ .� 1�J i10G7 A R /V S T A R L G l'"A R S TO/V S M / L L S > /� ." GUY WIRE p O • /V� � oF� PREF'.4 RE"O ,FOR J �\� LEGEND L / N O A F /IAA IV O E-L- L_ ESIDE OR Locus aK O CB CONCRETE BOUND A S'2 SCHOOL S TR EE T , H ?A IV IV / S MA 0.2450 J Q�I' .+W- WA TER L I NE V SHUBAEL BVw 4 / i�,� 1 ` POND HYDRANT �s.>, Q. Ll S C,4 L E' A UO U S T / 7 . 2 O O 7 l L 1 -G GAS LINE a \ OHW-- OVER HEAD WIRES EAGLE SURVEY I NG I NC 0 LIGHT POST -E-- UNDERGROUND ELECTRIC CLINEw 9 2 3 Route • 6 A 0 0 EL ECT , � � �.� . , � Ya rma u t h� p o r t MA.. 02675 -T- UNDERGROUND TELEPHONE L 1 NE �i/ % I ire 5 ) -8 1 32 f CT V UNDERGROUND CABLEV l S l ON LINE � GG�,c,, /i l I � 3625 0 8 4-3 +40.4 SPOT ELEVATION 2-5333 • ,--40-_ EXISTING CONTOUR M: 4f�1 PROPOSED CONTOURmom LOCUS AP 0 /0 20 40 FJOB NO 05-065 FIELD:CFW/EEK CALL: SAH/CFW CHECK: CFW ORN. _SAH i r .. .. .. z .:. .. .. -., a ,..:.. ,.". •... }3" u a < : , {1 , n ACCESS COVERS _ E MUST BE 1/ • l`IV V � RT a : EL V - E ATiONS . DESIGN CR I TER. l A . _ , W/THIN<6 OF FINISH GRADE '. GENERAL V�l� � NOTES : . . 64 NYE 5 INVERT AT BUILDING: 61,0 'DESIGN FLOW. • : USE 6 RISERS USE POLYLOK COVER S k INSPECTION NS C E TION 9 MINI MUM'MUM, INVERT , VERT I N S l GU 60 T T F N LA/R..UNIT 5 `/' B , o WISH GRADE FIRST 2 TO � EDROOMS AT 110 G.P.D. PER 1. THIS°PLAN IS FOR THE DESIGN`AND CONSTRUCTION POR T 3 MA X/MUM COVER INVERT OU T SINGULAIR 'UN! 60.42 " BEDROOM EOUALS'( 0 OF BE LEVEL T l G.P.D. THE. SEWAGE DISPOSAL SYSTEM AND PERMITTING PUP - INVERT IN DIST. .BOX. 60. 17 ROSES ONLY. MIN 2' 'OF P EASTONE NO GARBAGE GRINDER INVERT OUT'DIST. -BOX: 60.0 ,. 2 INVERT l VERTICAL DATUM IS NGVD. FOR BENCH MARKS N LEACH CHAMBER:: 59.83 , 3/4 - 7 //2' 'DIA. SEPTIC TANK REOUIREO: SET. SEE SITE PLAN. 61.0 �oB a DOUB BOTTOM OF LEACH CHAMBER: 59.0 60.0 /p % LE WASHED STONE 1/0 G.P.D. X 200x - 220 GAL. 60.75 : $ ADJUSTED GROUND WATERc N/A 0. 17 59.83 USE A S I NGULA l R 960 NR. MODEL 500 3. ALL CONSTRUCTION METHODS AND MA TER I AL S AND OBSERVED GROUND WATER N/A RECIRCULATING 4 HIGH CAPACITY INFILTRATOR : MAINTENANCE OF THE SEPTIC SYSTEM SHALL " 3 OUTLET. PUMP AND BOTTOM • CHAMBERS W/3.S t STONE AROUND B 0 OF HOLE 2. 5t. ( SOIL ABSORPTION SINGULAIR 60 SAMPLING D-BOX T SYSTEM REQUIRED. CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL x D d DESIGN PERC RATE `C 5 M J N/I NCH BOARD OF HEAL TH REGULATIONS. MODEL 500 6. .CRUSHED STONE OR SOIL TEXTURAL CLASS - _ L SS 1 COMPACTED BASE FF - ,E LUENT LOADING RATE _0.'74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER l/0 GPD / 0.74,GPD/SF - 149 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER « c c THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- PROF I C . NOT TO SCALE PROVIDED: 4 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS. CHAMBERS W/3.5'f STONE AROUND. A-460 S.F. v N 460 S.F. x 0.74 - 340 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EOUAL. SOIL TEST PIT DATA & 6. SINGULAIR TANK AND D-BOX SHALL- BE REINFORCED J/ �J "a•.' INDICATES INDICATESPRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL o�, �'o, PERCOLATION OBSERVED BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE / F 4 HIGH CAPACITY TEST - GROUNDWATER INFILTRATOR CHAMBERS I S MORE THAN ONE OUTLET. M/3.5'2 STONE AROUND TP I TP 2 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE', HORIZON 1-888-D1G-SAFE AND THE LOCAL WATER DEPT. 0. TEXTURE COLOR 6I.9 0. HORIZON TEXTURE COLOR ` 63. 1 FOR L OCA T ION OF UNDERGROUND UT I L i T 1 ES, A LOAMY 7.5YR 0 D.BO r� s' SAND 2.5/2 0 A i r si • 8. NO DETERMINATION HAS BEEN MADE AS TO .: SINGULAIR NGULA)R �BO NR �,.` e 8 .....:..........::......;.: .... 61 61.2 4 ....... .. ......... .. MODEL S00/ 6y 3s. .., LOAMY l OYR LOAMY COMPLIANCE W l TH 'DEED RESTRICTIONS OR ZONING IOYR :. A ,SAND REGULATIONS. I T SHALL� �• F 5/6 SAND 3/6 ALL :REMAIN<THE CLIENTS 'IPE I RC c 36 ...... '/ •: ".. ; �. � ` 58.9 !2 .......:.:.............,..:,......., 62. ! RESPONSIBILITY ,TO OBTAIN ALL PERMITS. SPECIAL / , w PUMP / •� - � i ti _ MED COARSE ,lOYR LOAMY t 0YR PERMITS, VARIANCES 'E C. FOR P - ,• J o, ..,_,� C I T THIS`PROJECT. B LOT 2 , SAND AND 6/4 SAND 4/6 1 t t COBBLES .... .,.................... ....... o J •. 1 . �.- L 30 60.6 9. l T SHALL ,REMA/N THE CLIENT'S RESPONSIBILITY t 1 . 1 / 9. 9_5 S.F. i \ P I i MED-COARSE IOYR TO HAVE THE PROPOSED BUILDING FOUNDATION y1 : / / �� l• 1 t I - / C � J f P 1 J 9 I c i c o SAND AND 5/6 DESIGNED TO ACCOUNT FOR THE EXISTING GRADE J. t 56 ; 60 COBBLES AND $01 0 L C NDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. 1 / T P 2 01 . J I0. SEPTIC SYSTEM INSTALLER SHALL 0 1 . . . / f, 1 1 J LL NOTIFY THE o ! Y I ,I DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION I ! I / 120 NO WATER 51.9 /44" NO WATER " OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE r 1 51. 1 CONSTRUCTION INSPECTIONS.`' DATE:: DULY l2 2 D t + l 1 J TES T 8Y: 3TEPHEN HAAS 1/'. THIS LOT FALLS WITHIN A ZONE l l _T 0 A PURL I C w WITNESSED D E BY: DONAL D DESMARA I S : WATER SUPPLY WELL, A ONE BEDROOM DWELLING IS PERC,RATE. { 2 MIN/INCH PROPOSED ON THIS LOT USING A SINGULAIR 960 NR, � MODEL 500. AS APPROVED_ FOR PROVISIONAL USE. • � 1 /: H� .. .. • .. a >; :• 9955 SF x 66 P 4 -`� .� � ! •� ,... ,. - ... ,; � 0 G D/ 0000'SF 164 GPD ALLOWED 45.7 ,- 12 T HE SINGULAIR UNIT IS TO BE INSTALLED. OPERATED. \, � toy t G , c / 4 C .' MONITORED AND MAINTAINED AS PER THE MANUFACTURERS 1� v # s h i t a / _ r �ey� ��C SPECIFICATIONS AND APPROVAL ISSUED "AUGUST 28. 2006 I r / / 4; TRANSM/TTAL NUMBER W075652. .". �sT , No,ZS10f Gd 4. W I R / 148674 ? - c � /3. NO WORK SHALL BE DONE N�. . : ,,. � 0 THE WETLAND SIDE OF uv 56s. t o r { W. c .- � ' 6 � WORK LIMIT WITHOUT PR/OR REVIEW 9Y THE : 1 F o 0 � P u/2•� 11 CONSEVATION COMMISSION , p1� / Ea l ( 7 B G l SIGN OR ITS AGENT.. ., t St P� l f � 0 E � 1 BRBJDH FND \ I � 68 I � � L 4 K'E-S / �E !�R / V E . MA f' / 0 2 ,4 f? i eMi eae FND � � P CE"L 2 2 ,...E q r / 0 \ c �-53.9? � q i �� RN T ( "ARS,TOMS M / GUY MIRE S � B L E y L L S 4 O P � Q 1 f'REPA RED J�OF? . t LEGEND /' A VOEL A 51 pE DR ° LOCUS _ LAKE E ` CONCRETE' BOUND S'2 AA SCHOOL S TREE 'T T . HYA /V/V / S . MA -W WA TER L I NE I` 0260 / HUBA t V S EL • BVN 4 O HYDRANT POND, 45.9 � SCALE / 2 , o Au�us T / � . 200�- } -G GAS LINE p a OHW- OVER HEAD WIRES F UFR `�/ EY I NO 1 NC w 0 LIGHT POST - � E UNDERGROUND ELECTRIC LINE ,� ` 923 Route 6A Yarmouth co MA'. 02675 -T- UNDERGROUND TELEPHONE LINE � � =� P ; i� ✓ 1 508 362 d -LTV- UNDERGROUND CABLEVISION LINE ? 8 1 32 c.�� it ► 1. /t 508 -432- _ -i-40.4 SPOT ELEVATION � i/ � � 5333 40 � EXISTING CONTOUR , (401 PROPOSE ` CONTOUR LO U MMoog D 0 TOUR ' C S A o t0 : 20 ;40 [ JOB _ » N0. OS 065 F/EL D. CFW/EEK CAL C. ,SAH/CFWF CHECK: CFW DRN: SAH , 1 , ' II _.: -- ... .. ,,. - ... . ..,:,. .s n -_. <.,w ...-. �-.n,.,Kr •.. w. .,, af.a.. s,e:: _... .. -.,.... ,. r.rr-. ..N v^ w.Ke.. :9t.._� .... ,. ... _. .. .. 'rn..., n a.srn- xer a•.,. y-.fw+•+ ".,nfp +• +r 1 ... v n. T a.. ,- :.w . .w,.t. ..♦ rv'> ,.mllw.. Y .x --e. .fq ...•.l.. RC + ,...f.... ..•.,... ..,,.,.: 1......:n.sv.:... ,-,.-.,. _.. I.. . _ .. , _ ...... ,. .' _ ....a w.. > -.v -'w. •. f++Me. ... . u �+. ^+,w,T .. .. �'^if•. "E9l.g' .. 1► .. n. _.:T rcas�:. Y ��'•^i'�::-.t ,. r•. .. .,. .:.., r3" .,,. i .. '' !'R,!4 T .. 4".N- Y. .,,:'1•'tY•t'f^^ ��. ...L A 'G w..q� '. .. ....,. .. ._ .. .,-t. �,F a.i•. s- s COVERS., MUST BE ACCESS • I NVER.T ELEVA T I ONS DES I GN � CRaI TER I A GENERAL NOTES WITHIN "6' OF FINISH GRADE 64.5 USE POLYLOK COVER INVERT AT BUILDING: 61.0 DESIGN FLOW: � _ , - USE e• RISERS - - INSPECTION -9 MINIMUM, INVERT IN SINGULAIR UNIT: 60. 75 I BEDROOMS AT I lO G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION . TO FINISH GRADE FIRST 2 TO , PORT 3' MAXIMUM COVER INVERT OUT SINGULAIR UNIT:''60.42 BEDROOM`EQUALS 1/0'G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING BE LEVEL INVERT 1N D1ST. BOX. 60. 17 PURPOSES ONLY. MIN 2' OF PEASTONE NO GARBAGE GRINDER INVERT OUT DI ST. BOX: 60.0 w P �• INVERT IN LEACH CHAMBER: 59.83 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS 3/4' - 1 I/2' DIA. SEPTIC'TANK REQUIRED: SET. SEE SITE PLAN. BOTTOM OF LEACH CHAMBER: 59.0 61.0 0 4 600 /0• �° DOUBLE WASHED STONE 1/0 G.P.D. X 20OX 220 GAL. . ADJUSTED GROUND WATER: N/A 60.75 60. 17 59.83 USE A S INGULA l R 960 NR. MODEL 500 J. ALL CONSTRUCTION METHODS AND MA TER I AL S AND 4 HIGH CAPACITY INFILTRATOR OBSERVED GROUND WATER: N/A MAINTENANCE OF THE SEPTIC SYSTEM SHALL 3 OUTLET RECIRCULATING BOTTOM OF TEST HOLE +2: 51. I SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL PuwP AND CHAMBERS W/3.5'f STONE AROUND -i SINGULAR 960 NR SAMPLING D-BOX DESIGN PERC RATE C 5 MIN/INCH BOARD OF HEALTH REGULATIONS. 10'r z 38'I x ID'd ?� MODEL 500 6' CRUSHED STONE OR SOIL TEXTURAL CLASS - 1 COMPACTED BASE EFFLUENT LOADING RATE - 0. 74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 1/0 GPD / 0.74 GPD/SF - 149 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- - PROF I L E : NOT TO SCALE PROVIDED '4 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS. CHAMBERS W/3.5't STONE AROUND, A-460 S.F. 1\i 460 S.F. x 0.74 . 340 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR VV APPROVED EOUAL. / s SOIL TES T P I T DA TA & 6. SINGULAIR TANK AND D-BOX SHALL BE REINFORCED !! r sue• INDICATES � INDICATES PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL •_ ! �, PERCOLATION OBSERVED BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE os o.c. s HIGH CAPACITY TEST - GROUNDWATER IS MORE THAN ONE OUTLET. INFILTRATOR CHAMBERS W/3.5'1 STONE AROUND TP TP •2 7. BEFORE CONSTRUCTION-CALL 'DIG-SAFE'. t 1 HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 1-888-DIG-SAFE AND THE LOCAL WATER DEPT. / I 0' 61.9 0' 63. 1 FOR LOCATION OF UNDERGROUND UTILITIES. 1 A LOAMY 7.5YR 0 !� D-eo 1 ,.•` s SAND 2.5/2 , M A AD 0 ; $INGuLAIR �80 NR /, 8• 61.2 4' .............................. 62.8 8. NO DETER !NATION HAS BEEN MADE AS TO MODEL 500, 6y `r9. LOAMY IOYR LOAMY IOYR COMPLIANCE WITH DEED RESTRICTIONS OR ZONING SAND 5/6 B SAND 3/6 A REGULATIONS. IT SHALL REMAIN THE CLIENTS 36- ----------- 58.9 12. .......................................... 62. 1 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIALJ ECIRC / py / r . ,� P�uP �i / ti C I MED-COARSE IOYR B LOAMY IOYR PERMITS. VARIANCES ETC. FOR THIS PROJECT. \, !/� TP.I �' L T 2 / SAND AND 6/4 SAND 4/6 9 S= S:F. COBBLES 30• ................•........................ 60.6 9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 9, . ' C / MED-COARSE IOYR TO HAVE THE PROPOSED BUILDING FOUNDATION `y��� SAND AND 5/6 DESIGNED TO ACCOUNT FOR THE EXISTING GRADE S6• 60' COBBLES AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. / o /1TPr2 < / / l0. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE� Il �yc '� i ,01 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION c p� 1 tip+ l 120' NO WATER 51.9 144' NO WA TER 51. 1 OF THE SYSTEM TO ALLOW FOR SCHEDUL I NG OF THE I t CONSTRUCTION INSPECTIONS. DA TE: JUL Y 12. 2005 / ! Q� �� t �! % t / • TEST BY:0� !! STEP HAAS 1/. THIS LOT FALLS WITHIN A ZONE Il TO A PUBLIC. WITNESSED BY: DONAL D DESMARA I S WATER.SUPPLY WELL. A ONE BEDROOM DWELLING IS 'HEN 0 * � t t\O / / 1 �• / / sue• , �� i t - ��p I q / PERC RATE: l 2 M1N/INCH PROPOSED ON THIS LOT USING A SINGULAIR 960 NR. s 4 ��N-0f 9955LSF0x 660 GPD140000FSF PR164S GPD AALLOWED I BVW I �'..----�, " Ko cr>'+IttR /pR�'IEy �5 �SH �t "t4r "`* y `- 12. THE SINGULAIR UNIT !S TO BE INSTALLED. OPERATED. t)ti510 'w` s '" MONITORED AND MAINTAINED AS PER THE MANUFACTURERS qgi 13 /' � K �' SPECIFICATIONS AND APPROVAL ISSUED AUGUST 28. 2006 ,! No. 24�1 wI TRANSMITTAL NUMBER WO75652. r .148674 2 ��'�J� 1c►� /J. NO WORK SHALL BE DONE ON THE WETLAND SIDE OF WORK LIMIT WITHOUT PRIOR REVIEW BY THE y �oOR��E CONSEVATION COMMISSION OR ITS AGENT. \ �� , S i TE P L A iv O L A ivo BRB/DH FND 68 L A KES / DE DR / VE . MAP 10.2 . PARCEL 22 1 /I BM/ORB FND s O�v < "ARSTONS M / LLS > 6� R /VS T�4 BL E , � GUY WIRE /p�O PREPA RED FOR LEGEND •.�\ � �. l N O is A,/IA IV D E L L ,�1 ; �., i-L OCUS KE5j0E DR / ■ CB CONCRETE BOUND .5.2 SCHOOL S TR EE T , H YA NN`/ S . MA 0.260 / ., /. /� f -W WATER L lNE ' � V\V� Po veEL p HYDRANT 5�' �, S CA L E : / .. _ 2 0 ' A UG U S T / 7 . .2007 I L� G GAS L I NE +p \ / ^ I OHW- OVER HEAD WIRES off/ EAGLE S U F V E Y I I V G � I 1 V C # LIGHT POST 923 Ro u t e 6A a -E- UNDERGROUND ELECTRIC LINE / Y a r mo u t h p o r- t MA.. 0 2 6 7 5 -T- UNDERGROUND TELEPHONE LINE 5 O 8 � 3 6 2-8 1 3 2 1 -CTV- UNDERGROUND CABLEV1S10N LINE /1��� ( 508 ) 432-5333 1 \ +40.4 SPOT ELEVATION �_40 EXISTING CONTOUR f�Ol_ PROPOSED CONTOUR L OCUS ' MA P o to 20 40 JOB NO: 05-065 FIELD:CFW/EEK:> CALC: SAHICFW CHECK: CFW___j ORN: SAH ,