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HomeMy WebLinkAbout1084 CRAIGVILLE BEACH ROAD - Health 1084 CraigiT lle, Beach load 206-129 Centerville i s , No. 42101/3 ORA ESSELTE 10% f O O O O �_ _ _ J .. No. �aD _ �`�W go Y. - Fee T&UO S MMONWPALTH OF MASSACHUSETT Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Dt!5ponl 6p5tem: Comaructtou Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade(V/Abandon( ) X.Complete System ❑Individual Components Location Address or Lot No. 10":d C'R/VI CTU t LL Z IrA6N 2 D Owner's Name,Address;and Tel.No. Ej Assessor's Map/Parcel U a Installer's Name,Address,and Tel.No. I R tf .5 L 1�CAUM-1 De ' ner's N e,Addre Tel.No. w� �� �� -3u- K� 1 > �n��OWE sog �3z-a�,oe Type of Building: Q*F5 I 0 5AX lF Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grindec_(— Other Type of Building No.of Persons Showers( ) Cafeteria_C__a.� Other Fixtures Design Flow(min.required) gpd Design flow provided _ gpd Plan Date Number of sheets Revision Date 3 Title P <f Size of Septic Tank t 3 Type of S.A.S. C✓ w gar v� Description of Soil "e 0. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment ode and not to place the system in operation until a Certificate of Compliance has been issued by this ealth. Signed Date Application Approved by Ukl,4 A CZ Date ✓1-- Application Disapproved by: Date for the following reasons Permit No. 240X-VYD Date Issued 6 Y __ ^�� ---------------------- �Y. .� [•�-.v'.+. .^Y�^ i..:l.�ir � ,�.'� !fs F•+''V'�'".- r_*-•1 d1. '�a+N°�-�;� .y7' r !Y n"`' V` No. od _ � Y � -� w-• yr) � �:. a N v ��/1��'l/ �U � ��° U� C IL TH�EfiCOMMONWEALTH OF Fee A / Entered in computer: M SSACI-�USETTS Yes a PUBLIC HEATH�DIVISION - TOWN OF BARNS-TABLE; MASSACHUSETTS . Zf pplicatiotkor Oigool *pgtemc Conotruction Permit i Application for a Permit to Construct O Repair( ) Upgrade('Abandon( ) Complete System ❑IndividAkomponents Location Address or Lot No. `�L},CT(/+)GV LL 3 EgCN Z Owner's Name,Address,and Tel.No. CFkxF1Z()1L1F Assessor's Map/Parcel i Installer's Name,Address,and Tel.No.�v�K 5 C?�CAU1�T1 Des" ner's Name,Address and Tel.No. E`fF I�1cl�VTVE �5m vxs-aboa Type of Building: Q IFS)0Ix WG tr rD Dwelling No.of Bedrooms ` _ Lot Size sq.ft. Garbage Grinder_r--- Other Type of Building No.of Persons Showers( ) Cafeterias(__)_, Other Fixtures I • Design Flow(min.required) ?aO gpd Design flow provided , gpd -�'-- Plan Date Number of sheets Revision Date ) U i. f_ p I : Title r ilti ' - 7 �r�1irQo,nA. Size of Septic Tank ( j6V �d Type of S.A.S. t C.- Description'of Soil,CP CA-6C4 pi ) rn < i Nature of Repairs or Alterations(Answer when applicable) I Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the:afore desciibedtgn<--site sewage disposal system in f accordance with the provisions of Title 5 of the Environment ode and not to place,the syste in�operation until a Certificate of Compliance has been issued by this B ealth. _ Signed s , Date Application Approved by /f_ Date '2 / too 4' Application Disapproved by: Date for the following reasons n/f ! Permit No. 20ij-o L/D Date Issued stl�,jl i THE COMMONWEALTH OF MASSACHUSETTS P � { 1 BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERT F hat the On-site Sewage Disposal System Constructed ( ) Repaired ( 1C > Upgraded ( ) I Abandoned( )by .I f� Yl — f at �/ F n , �P �v has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Drjos no yo dated .) G, j Installer / Z Ad Designer #bedrooms .- —S v r°J�n c�e Approved design flow . �Q gpd The issuance,Qfihis Oermitshall not be construed as a guarantee that the system AYN'll, on as designed G all Date 7 - Inspector 6 ' No. r, �U(/d Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ligpogal 6pgtrm Con5truction Permit Permission is hereby granted to Construct,( ) rRepair ( )p /Upgrade `( ) Abandon ( ) .:�.,System-located at ) oz L/ r ,. /f h o !ti u r r, ,an.. ' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty '4 to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of is pe it. Date �, �o S( Approved by . �- Acne Precast Go, Inc. ,A Precast Concrete Products Plant Location—520 Thomas B.Lenders Road,West Falmouth,MA 02574 Mailing Address;P.O.Box 2034,Teaticicet M A 02536,-(508)548-9607(800)5600.9949 Fax(508)548-1664 April 29,2008 Town of Barnstable Department of Health 200 Main Street Hyannis,MA-02601 Re;Watertight tank 1084 Cmigville Beach Road Dear Donn: Please accept this letter as a letter of guarent-ee of water-191itness for above mentioned tank. Acme Precast Co., Inc. will stand behind all of our products for workmanship and quality; when properly installed. The tank at 10E: C aigvi;;a Deach Road was properly designed and Installed. Unfurturiataly ,a breakdown in our qua;lly control r asuluid it)the fsnk tieing deiivored to 4t�site Oithout the rubber boots installed and the bane seam sealed. To correct the problem the boots were field insWled using a plural co, ponant Poi;#jiea then grouted in with a non shrink grout. The baffle seams were grouted on 4/29/08,the leak seamed to be coming from a tie rod hole.To be on the safe t;i p h_oth of the rums (pump chamber corNartmant Duel) were grouted Wih hydraulic cement. If there is anymore information that I can bvjp piy -you wkh or any concerns you may have please feel free to contact me at(608)548-9807. Sincerely, Winston A.Steadman II Cc;Engirecrim;Works, aud:e's Ex:c etion RIC Pa I of i F Town of Barnstable Regulatory Services s` x Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508:862-4644 Fax: 508-79.0-6304 Installer& Design Ir Certification Form Date: Sewage Permit# o0 Assessor's MaplParcel 'Z66 Z7 Designer.: Installer: 15",ef a(Cq, yU--, .Address: 1 Z �� �e�--`p�'�r� � lal xcl Address: _�3 -jQ rv'-e-sAM -- 3 On �x ccf� i°� as issued a permit to install a O (installer) septic.system;;at l0 C���� v�'//� ( mot, _used on a design drawn b .address) �n't-P�1/� Y dated /ZS�6 ? � �J deli: °s ' Ih (. finer) � --- I certify.that the septic system referenced above was installed substantially according to the design, which may include or approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system ref renc Y ed above was installed with major changes:(i.e. greater than 1:0' lateral relocation off the SAS or any vertical relocation of any component Of the-septic.system) but in accordance with State & Local Regulations. Plan revision or certified as=built by designer to follow. �VjH OF 4% s9cti PETER T. u tape 's Signature) o WENT E CIVIL 0 9 No.35109 �Ss/ONR L E�'Gai (Designer's Signature) (Affix Designer s Stamp Here) PLEASE FT _RN TO.. ,BARNS TAB_LE PUBLIC HEALTH DIVISION CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU Q:Health/SepticMcsigner Certification Form 3-26-04.doc I TOWN OF BARNSTABLE LOCATION '�OgZ4 SEWAGE# a600.-Oi4o VILLAGE CE&J)7EX0LL.JF ASSESSOR'S MAP&PARCEL 4)4%-1A q INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY ,j01� -s- v � LEACHING FACILITY- (type) `` -- e (size) NO.OF BEDROOMS OWNER -_C,9 s UII G/r} PERMIT.DATE: 6 rs COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J..,-w.. Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet. Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY s-ov soo C 1 O ,06 If TRUNT OF tiovs--- pt �} 0 5- ej Gr� 19" A -,�-- ollal6" C 2 _ .35' ,'i3 -J--� l C- 3 3 , � � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner APPROVAL FOR REMEDIAL USE Pursuant to Title, 310 CMR 15.000 Name and Address of Applicant: Piranaco 1875 Joy Road Occidental, CA 95465 Trade name of technology: Pirana Alternative Treatment System(hereinafter called the "System"). Schematic drawing of a typical System and Technology checklist are attached and are a part of this Approval. Transmittal Number: W 031991 Date of Issuance: May 26, 2004 Expiration date: May 26, 2009 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 for Remedial Use to: Piranaco, 1875 Joy Road, Occidental, CA 95465 (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner 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. SIGNED May 26,2004 Glenn Haas,Director Date Division of Watershed Management Department of Environmental Protection This information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-1-800-298-2207. DEP on the Wodd Wide Web: http:Owww.mass,gov/dep � r Approval for Remedial Use Piranaco Treatment System Page 2 of 11 I. Purpose 1. The purpose of this approval is to allow use of the System in Massachusetts, on a Remedial Use basis to repair systems failing to protect public health and safety and the environment where failure has occurred as described in 310 CMR 15.3 03 (1) (a)(1)and (2)due to clogging of the soil absorption system(SAS). 2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed on facilities that meet the criteria of 310 CMR 15.284(2). 4. This Approval for Remedial Use authorizes the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system and the design flow for the facility is less than 2,000 gallons per day(GPD). H. Design Standards 1. The System consists of an aeration device,40 watt unit operated on a continuous basis,and a System bacterial source installed in an existing septic tank or a new septic tank designed in accordance with 310 CMR 15.223 through 15.228.The bacterial source consists of plastic media coated with the bacteria. The System converts the septic tank into a facultative bioreactor to treat residential strength wastewater from facilities with a design flow of less than 2,000 GPD. The treated effluent is discharged to either the existing soil absorption system or to a new SAS designed and installed in accordance with 310 CMR 15.000. 2. A microbial culture is established in the septic tank and maintained using the aeration device and the bacterial source. The aerator mixes the contents of the septic tank with the bacteria and aerates the liquid.The System's biomass reduces both the biochemical oxygen demand (3OD5)and the total suspended solids(TSS)concentration in the effluent from the septic tank. The effluent from the septic tank contains dissolved oxygen and System bacteria that discharge to the SAS and act to reduce the thickness of the biomat improving the soil absorption capacity. 3. Prior to installation of the System,the site shall be evaluated in accordance with 310 CMR 15.100 through 15.107.The existing on-site system including the septic tank,distribution box and SAS shall be inspected in accordance with 310 CMR 15.302. 4. No System shall be proposed for installation where: Approval for Remedial Use Piranaco Treatment System Page 3 of 11 A. The high groundwater elevation determined in accordance with 310 CMR 15.103 would be less than two feet below the bottom of the SAS. B. A facility for which the site investigation indicates that the existing onsite system was designed and installed for a design flow smaller than required by 310 CMR 15.203, unless the onsite system is expanded to meet the current design flow requirements of Title 5. The minimum area for the existing or upgraded SAS shall not be less than 50 percent of the area required in accordance with 310 CMR 15.242. C. An existing septic tank is not tested and shown to be watertight. D. The proposed installation is for a failed or failing leaching pit or cesspool. 5. The System shall be equipped with a monitoring device that provides data collection to include tracking the elevation of the effluent in the SAS,and temperature.The data can be stored and reported to include high,low and average levels for each parameter each month and daily values for the last thirty days. 6. For seasonal use,the System shall be reactivated by the addition of a fresh culture of bacteria at each start up. III. Allowable Soil Absorption System Design 1. Reduction of the Required Soil Absorption System Size-An applicant is eligible for up to a 50 percent reduction in the area of the soil absorption system required by 310 CMR 15.242,where all of the following conditions are met. Accordingly,in approving design and installation of the System by a particular Applicant,the local approving authority may allow up to a 50 percent reduction in the area of the soil absorption system required by 319 CMR 15.242,provided that all of the following conditions are met: A. No reduction in the required separation(four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch)between the bottom of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. B. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible,the local approving authority may allow a reduction under a Approval for Remedial Use Piranaco Treatment System Page 4 of 11 local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and (h). D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible,even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410,the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. 2. Reduction of the Required Separation Distance to High Groundwater Elevation - An Applicant is eligible for a reduction in separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required separation(four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation,provided that all of the following conditions are met: A. A minimum two foot separation(in soils with a recorded percolation rate of more than two minutes per inch) or a minimum three foot separation (in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is maintained. B. No reduction in the required SAS size is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. Any such reduction must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible,the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and(h). E. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410,the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. I Approval for Remedial Use S P�ranaco Treatment stem y Page 5 of 11 3. Reduction of the Requirement for Four Feet of Naturally Occurring Pervious Material —An Applicant is eligible for a reduction in the required four feet of naturally occurring pervious material in an area of no less than two feet of naturally occurring pervious material, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material, provided that all of the following conditions are met: A. The Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. No reduction in the required SAS size is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. B. No reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. C. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible,the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and(h). D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410,the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. IV. General Conditions l. All provisions of 310 CMR 15.000 are applicable to the use of this System,the System owner and the Company, except those that specifically have been varied by the terms of this Approval. 2. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory,or a DEP approved independent university laboratory. It shall be a violation of this Approval to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. i Approval for Remedial Use Piranaco Treatment System Page 6 of 11 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the owner of the System to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed,upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 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 approving authority. 6. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner 1. The System is approved for use with sanitary sewage only.Any wastes that are non- sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. Any effluent samples shall be taken at the distribution box or the pipe entering a pump chamber or other Department approved location from the treatment unit. Any required influent sample shall be taken at a point that will provide a representative sample of the influent. Influent sampling locations shall be upstream of the septic tank at a location determined by the system designer, subject to written approval by the Department 3. Operation and Maintenance Agreement: A. Throughout its life,the System owner shall operate and maintain the System in accordance with the Company and designer's operation and maintenance requirements and this Approval. To ensure proper operation and maintenance (O&M),the System owner shall enter into an O&M agreement. No O&M agreement shall be for less than one year. B. No System shall be used until an O&M agreement is submitted to the approving authority which: a. Provides for the contracting with the Company or its approved management company,trained by the Company as provided in Section VI (6),to operate the System consistent with the System's specifications and Approval for Remedial Use Piranaco'Treatment System Page 7 of 11 the operation and maintenance requirements specified by the designer and any specified by the Department; b. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event and for corrective measures to be taken immediately; C. 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. The operator must inspect the System at least every three months and anytime there is an alarm event. 4. The System owner shall at all times have the System properly operated and maintained in accordance with this Approval,the designer's operation and maintenance requirements and the Company's approved operating procedures. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation,expiration or other change in the terms and/or conditions of their O&M agreement. 5. Prior to transferring 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 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. 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. 6. The System shall be monitored quarterly for depth of ponding and DO in the SAS. Should the System exhibit excessive ponding levels after three months of operation (water surface elevation equal to or greater than the water surface elevation prior to installation of the System),at a minimum,the following parameters shall be monitored: pH,BOD5,TSS,depth of effluent and DO in the SAS and water use. Monitoring shall continue for at least one year when at the written request of the System owner,the Department may reduce the monitoring and reporting requirements. 7. By January 31't of each year for the previous year,the System owner shall submit to the approving authority all data collected in accordance with item 6, above,and an O&M checklist and a technology checklist,completed by the System operator for each inspection performed during the previous calendar year. A copy of the technology checklist is attached to this Approval. 8. 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 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 Approval for Remedial Use Piranaco Treatment System Page 8 of 11 (ii) if the property is unregistered land,a Registry copy of the owner's deed to the property,bearing the marginal reference. VI. Conditions Applicable to the Company l. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval: minimum site evaluation criteria and installation requirements; an operating manual, including information on substances that should not be discharged to the System; a technology checklist; and a recommended schedule for maintenance and replacement of the plastic media essential to consistent successful performance of the installed Systems. The Company shall develop and submit to the Department within 60 days of the effective date of this Approval a standard protocol essential for consistent and accurate measurement of the performance of installed Systems,including procedures for sampling,collecting data and analysis of the System effluent and for evaluating effluent depth in the SAS. The sampling and analysis protocol shall be in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater. The Company shall make available, in print and electronic format,the referenced procedures and protocol above to owners, operators,designers and installers of the System. The Company shall submit to the Department within 60 days of the effective date of this Approval a complete manual on operation of the SAS monitoring unit and the procedures required to conduct monitoring of the System and any procedures that will be implemented should the monitoring System fail. 2. By January 31 st of each year,the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System,for the previous calendar year. The report shall include the following information: A. The 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, institutional)and the design flow; B. Date when system was installed and started up; C. Tabulation of the sampling parameters and results with backup inspection and laboratory sheets; D. Statistical analysis of the sampling results including but not limited to average and mean values; status of the SAS including depth of effluent and change in depth over the operating year; E. Tabulation of systems that are in failure as described in 310 CMR 15.303 (1)(a)(1) or(2)due to excessive ponding of effluent in the SAS,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; Approval for Remedial Use Piranaco Treatment System Page 9 of 11 F. The inspection results recorded on a Department approved inspection form and a technologychecklist. The forms must be completed b the System operator and P Y Y p submitted to the Department with the annual report. G. 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 H. Warranty issues both resolved and unresolved or an explanation of any warranty claims that have been received and their resolution. 3. The Company or its designee shall review the plans and site evaluation conducted for the System prior to the sale of any unit to ensure that the proposed installation of the System is at a site consistent with this Approval and the System's capabilities. The Company shall certify in writing that the System plan and existing site conditions conform to the requirements of this Approval and any requirements of the Company and shall submit a copy of that certification to the local approving authority and the System owner. 4. 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,the approved plan and this Approval. This certification in no way changes the requirements of 310 CMR 15.021(3). 5. The Company or the Company's approved operation and maintenance contractor shall maintain a contract with the System owner 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 procedures for inspecting the plastic media bacterial source at each quarterly visit and if necessary replacing the media. At a minimum,the plastic media shall be replaced annually; and D. Contains a plan to determine if required after the first three months of operation why the effluent water surface elevations in the SAS are as high or higher then the water surface elevation when the System was installed. 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 the list of qualified operators available by February I"of each year. The company shall update the list of qualified operators and make the list known to users of the technology. Approval for Remedial Use Piranaco Treatment System Page 10 of 11 7. The Company shall provide to each System owner a written warranty transferable to a new owner that includes the following: A. Refund of the cost of equipment and installation should the System continue in failure as described in 310 CMR 15.3 03(1)(a)(1)and(2) after 120 days of operation that is conducted in accordance with the Company's specifications and oversight; or B. Refund of the cost of equipment and installation should the System fail as described in 310 CMR 15.303(1)(a)(1)and(2)within two years of installation provided that the System owner has entered into and maintained an operation and maintenance contract with the Company and has operated the System in accordance with the Company's specifications. 8. The Company shall conduct a performance evaluation starting after the first 100 systems have been installed and operating for at least one year. A report shall be submitted to the Department no more than 180 days beyond the one year period evaluating whether at least 90 percent of the units installed for at least one year have demonstrated a reduction in depth and that the reduction in depth of the effluent elevation for the SAS systems has occurred within 120 days of start up or that ponding elevations in any new SAS systems are not excessive. Should the System not demonstrate the capability to reduce or eliminate ponding in 90 percent of the failed systems,the report shall detail the changes that must be made in site evaluation,design, installation and/or operation or maintenance to meet the goal and shall include a schedule containing a deadline for implementing those changes.No more than 100 systems shall be installed until the performance report has been completed and the results indicate that over 90 percent of the Systems are no longer in failure. 9. The Company shall include copies of this Approval and the procedures and protocol described in Section VI(1)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 and the procedures and protocol described in Section VI(1). 10. 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 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. 11. The Company shall furnish the Department any information that the Department requests regarding the System within 21 days of the receipt of that request. 12. If the Company wishes to continue this Approval after 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 Approval for Remedial Use Piranaco Treatment System Page 11 of 11 written permission for a later date has been granted in writing by the Department. This approval shall continue in force until the Department has acted on the renewal application. VH. 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 Boston,Massachusetts 02108 VIH. Rights of the Department 1. The Department may suspend,modify or revoke this Approval for cause,including,but not limited to,non-compliance with the terms of this Approval, inadequate system performance demonstrated by the annual report required in Section VI(2)or other relevant information,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 owner,or operator of the System and/or the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Approval,any System sold and installed prior to the expiration date of this Approval, and 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. W031991Piranaco Pilrana Keeps. lIL le-ain Nat Ill Riser R156F - Net - - - �" � � GUM I !! [}8GLL7IB s 1l9w�fi1$ f - COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY ROBERT W.GOLLEDGE,Jr. Governor Secretary KERRY HEALEY ARLEEN O'DONNELL Lieutenant Governor Commissioner MODIFIED APPROVAL FOR REMEDIAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Geoflow,Inc. 500 Tamal Plaza, Suite 506 Corte Madera,CA 94925 Trade name of technology and model: Geoflow Subsurface Drip Wastewater Disposal System -Geoflow WASTEFLOW® Classic WF-16-4-24; WF-16-4-12;WF-Special Order; and Geoflow WASTEFLOWO PC WFPC-16-4-24;WFPC-16-4-12;WFPC-16-4-6; WFPC-Special Order Units(hereinafter the"System"). Schematic drawings of typical Systems,a Design Manual and a technology checklist are attached and are a part of this Approval. Transmittal Number: W032585 Date of Issuance: September 26,2003,Revised August 18,2004,Modified December 14,2006 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental,Protection hereby issues this Modified Approval for Remedial Use to: Geoflow, Inc.,500 Tamal Plaza, Suite 506,Corte Madera,CA 94925 (hereinafter"the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner 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. December 14,2006 Glenn Haas,Acting Assistant Commissioner Date Bureau of Resource Protection This information Is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on ther a�World Wide Web: http://www.mass.gov/dep Ld Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 2 of 11 Department of Environmental Protection I. Purpose 1. The purpose of this approval is to allow Remedial Use of the System in Massachusetts with the necessary permits and approvals required by 310 CMR 15.000. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Approval for Remedial Use authorizes the use and installation of the System in Massachusetts. 3. The System may only be installed where conditions meet the criteria of 310 CMR 15.284(2). The System is used to dispose of wastewater from an alternative system approved in accordance with 310 CMR 15.280 through 15.289 with effluent discharge concentrations that meet or exceed secondary treatment standards of 30 mg/L biochemical oxygen demand(BODO and 30 mg/L total suspended solids(TSS 4. This Approval for Remedial Use allows the use of the System where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system. The Title 5 design flow for the facility must be less than 10,000 gallons per day. II. Design and Construction Standards 1. The System is a subsurface drip dispersal system that replaces a soil absorption system (SAS)designed in accordance with 310 CMR 15.000.The System consists of small diameter flexible polyethylene tubing,extruded with an inner lining of a biocide growth retardant compound to prevent slime buildup on the inner wall of the tubing.Pressure sensitive drip emitters spaced at regular intervals shall incorporate use of chemical root intrusion barrier to prevent root intrusion with a warranty period of no less than 10 years.The tubing is pressure dosed. The System also consists of two manifolds or headers;one to feed and the other to flush the dispersal system,vents at the end of each header pipe,a field flush valve and a spin filter with stainless steel 100 micron/150 mesh screen.The System is designed to replace the SAS and to distribute effluent from a treatment system at a depth of 6 to 12 inches below the ground surface. 2. The System may be installed in the A,B or C soil horizon at a depth of at least 6 inches below the finished grade,or in fill material meeting the specifications at 310 CMR 15.255(3). 3. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System. 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:l/www.mass.gov/dep Q* Printed on Recycled Paper Modified Approval for Remedial Use ' Geoflow Subsurface Drip Dispersal System Page 3 of 11 4. The control panel including alarms and controls shall be mounted in a location always accessible to the System operator. 5. The System may be installed in soils with a percolation rate of up to 90 minutes per inch(MPI). The System shall not be installed in Class IV soils as defined in 310 CMR 15.242. 6. Effluent loading rates shall be as described in 310 CMR 15.242 except,however, for soils with percolation rates greater than 60 MPI,the effluent loading rate shall not exceed 0.1 gallons per day per square foot. 7. No System shall be designed and constructed with less than 400 linear feet of drip tubing or a soil absorption system area of less than 800 square feet. 8. The System is equivalent to a pressure distribution system designed in accordance with the Department's Pressure Distribution Guidance. 9. The System includes: A. A pump chamber and pump capable of delivering pressure of 10-45 psi at the SAS a minimum of 6 times per day. The field pressure shall be controlled using a pressure regulator or manual valves to achieve design pressure(10-45 psi). B. Time dosing for drip systems with a timer controller capable of operating the system during peak flow events without high-level alarms. C. A self-cleaning filter with a minimum 150-mesh size/100 micron screen installed prior to the discharge of effluent to the drip tubing. The filter shall be provided with a flush valve on the debris end;a ball with a constant bleed or a solenoid valve that can be activated by the timer. D. Air vacuum breakers at each high point of the drip header distribution system and on the drip line when the drip line is installed at a higher elevation than the headers.Air vacuum breakers shall be accessible from finished grade and insulated to protect from freezing. E. Wasteflow Classic or Wasteflow PC drip tubing lines are spaced 24 inches apart with drip tubing emitters spaced 24 inches on center.When smaller spacing is used the dispersal field shall still be sized based on the minimum 24-inch spacing.When tubing line spacing is greater than 24 inches by 24 inches,the size of the dispersal field shall be increased so that the number of emitters is equal to the number that would have been installed in the standard 24 inch by 24 inch scenario. F. The dispersal area shall not be installed under a paved surface. This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 4 of 11 G. No change in existing surface slope over the dispersal field is required to comply with 310 CMR 15.240(10). 10. The effective effluent dispersal area shall be calculated as the bottom area of the drip tubing system including a one-foot addition on each side or two square feet per foot of drip tube when tubing is spaced 2 feet apart.No sidewall credit shall be given for this System. 11. The drip tubing manifolds and supply lines and headers shall be sloped to allow effluent to drain back to the effluent pump(dosing)chamber by gravity to prevent freezing or installed at a depth of least four feet. 12. All valve boxes and air vacuum breaker boxes shall be insulated to prevent freezing. 13. The system designer shall complete and submit to the approving authority a System design worksheet included in the Design Manual with the plans and specifications. 14. Drip tubing may be installed with a vibratory plow,a static plow,a narrow trencher (<6"width),by hand trenching,or by scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in Title 5 at 310 CMR 15.255(3)with cover consisting of sand and topsoil meeting the 6 to 12 inch depth requirement.Vegetative cover must be replaced for installations where soils are removed and replaced. 15. Drip tubing shall not be installed when soils are frozen or saturated. 16. Prior to System start up,a clean water test of the System shall be performed in the presence of the approving authority to check for leaks and for the proper distribution of effluent. 17. The unit malfunction and high water alarms shall each be connected to an independent power source from the operating pump(s)run from the main power source of the facility. M. Allowable Subsurface Drip Soil Absorption Design 1. Reduction of the Required Separation Distance to High Groundwater Elevation - An Applicant is eligible for a reduction in separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the SAS and the high groundwater elevation,where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required separation(four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a recorded This Information is available in alternate format.Call Donald X Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-19&1207. MassDEP on the World Wide Web: httpJ/www.mass.gov/dep Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 5 of 11 percolation rate of two minutes or less per inch) between the bottom of SAS and the high groundwater elevation, provided that all of the following conditions are met: A. A minimum two-foot separation(in soils with a recorded percolation rate of more than two minutes per inch) or a minimum three foot separation (in soils with a recorded percolation rate of two minutes or less per inch) between the bottom of the stone underlying the SAS and the high groundwater elevation is maintained. B. No reduction in the required SAS size is allowed. C. No reduction in the required four feet of naturally occurring pervious material is allowed unless the Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site.Any such reduction must first be approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15,284. D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b),(f), (g), and(h). E. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410,the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. 2. Reduction of the Requirement for Four Feet of Naturally Occurring Pervious Material — An Applicant is eligible for a reduction in the required four feet of naturally occurring pervious material in an area of no less than two feet of naturally occurring pervious material, where all of the following conditions are met. Accordingly, in approving design and installation of the System by a particular Applicant, the local approving authority may allow a reduction in the required four feet of naturally occurring pervious material in an area with no less than two feet of naturally occurring pervious material, provided that all of the following conditions are met: A. The Applicant has demonstrated that the four foot requirement cannot be met anywhere on the site. B. No reduction in the required SAS size is allowed. C. No reduction in the required separation (four feet in soils with a recorded percolation rate of more than two minutes per inch or five feet in soils with a 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 Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 6 of 11 recorded percolation rate of two minutes or less per inch) between the bottom of SAS and the high groundwater elevation is allowed unless such a reduction is first approved by the local approving authority and then approved by the Department pursuant to 310 CMR 15.284. D. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, the local approving authority may allow a reduction under a local upgrade approval in accordance with 310 CMR 15.405 (1) (a), (b), (f), (g), and(h). E. Where full compliance with all of the minimum set back distances in 310 CMR 15.211 is not feasible, even taking into account provisions for local upgrade approval as described above,then pursuant to 310 CMR 15.410,the applicant first must obtain variance(s) from the local approving authority and then approval of the Department. IV. General Conditions 1. All provisions of 310 CMR 15,000 are applicable to the use of this System,the System owner and the Company,except those that are varied by the terms of this Approval. 2. All sample analysis must be conducted by an independent U.S. EPA or DEP approved testing laboratory,or a DEP approved independent university laboratory. It is a violation of this Approval to falsify any data collected,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the owner of the System to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety,welfare and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed,upgraded or expanded,if it is feasible to connect the facility to a sanitary sewer,unless as allowed by 310 CMR 15.004. 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 approving authority. 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 Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 7 of 11 6. Design,installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications, 310 CMR 15.000 and this Approval. V. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 2. Effluent discharge concentrations from the treatment unit that discharges to the System shall meet or exceed secondary treatment standards of 30 mg/L BOD5 and 30 mg/L TSS.The effluent pH shall not be less than 6.0 or more than 9.0 unless approved by the Department. 3. The System owner shall have the Company or its designee conduct an intended use review of the System prior to the sale of any System receiving nonresidential flow or a System with a design flow of 2,000 gpd or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 4. Operation and Maintenance Agreement: A. Throughout its life,the System owner shall operate and maintain the System in accordance with this Approval,the designer's operation and maintenance requirements,and the Company's approved procedures and sampling protocol. To ensure proper operation and maintenance(O&M),the System owner shall enter into an O&M agreement. No O&M agreement shall be for less than one year. B. No System shall be used until an O&M agreement is submitted to the approving authority which: i. Provides for the contracting of a person or firm competent in providing services,trained by the Company as provided in Section VI(6),to operate the System consistent with the System's specifications and the operation and maintenance requirements specified by the designer and any specified by the Department; ii. Contains procedures for notification to the Department and the local board of health within five days of a System failure or alarm event and for corrective measures to be taken immediately; iii. 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.The operator must operate and inspect the approved Systems installed every six months and anytime there is an alarm event. This information is available in alternate format.Call Donald NL Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-500-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 8 of 11 iv. The System owner shall notify the Department and the local approving authority in writing within seven days of any cancellation,expiration or other change in the terms and/or conditions of their O&M agreement. 5. All samples shall be taken at a flowing discharge point,i.e. distribution box, pipe entering a pump chamber or other Department approved location from the treatment unit. Any required influent sample shall be taken at a point that will provide a representative sample of the influent. Influent sampling locations shall be determined by the system designer, subject to written approval by the Department. 6. Effluent from the innovative treatment unit discharging from a single family home shall be field tested in accordance with the Department's INSPECTION AND SAMPLING IN TITLE 5 I/A SINGLE FAMILY HOME REMEDIAL AND GENERAL USE TREATMENT SYSTEMS WITH DESIGN FLOWS LESS THAN 2000 GALLONS PER DAY,dated January 1,2006.Effluent from all other facilities shall be at a minimum tested quarterly for the following parameters:pH,BOD5,and TSS. The operator shall at each site visit conduct an inspection,using the Company's technology checklist, of the filter system, pumps and in the disposal area where the System is installed for signs of breakout or dampness.When quarterly sampling and inspection are required after one year of sampling and inspection and at the written request of the System owner,the Department may reduce the monitoring and reporting requirement. 7. 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 both the existence of the alternative septic system subject to this Approval on the property and the Department's approval of the System. 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 Department and 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. 8. Within fourteen days of the local approving authority's issuance of the Certificate of Compliance for the System,the owner shall submit a copy of the Certificate of Compliance to the Department. 9. By January 3 1'of each year for the previous year,the System owner shall submit to the approving authority all data collected in accordance with item 6, above,and an O&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous calendar This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-SOa298-2207. MassDEP on the World Wide Web: http://www.moss.gov/dep Printed on Recycled Paper Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 9 of 11 year. A Copy of the System checklist is attached to this approval. VI. Conditions Applicable to the Company 1. By January 31 of each year,the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that contains information on the System, for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts including the installation date and date of start-up 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 for all Systems installed since the date of issuance of this Approval, all known failures,malfunctions, and corrective actions taken and the address of each such event. 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 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 develop and submit to the Department: minimum installation requirements; an operating manual,including information on substances that should not be discharged to the System and a recommended schedule for maintenance of the System essential to consistent successful performance of the installed Systems within 60 days of the effective date of this Approval. 4. The Company shall develop and submit to the Department a standard protocol essential for consistent and accurate measurement of performance of installed Systems,including procedures for sample collection, if necessary and analysis of the System within 60 days of the effective date of this Approval. The protocol shall be in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater. 5. The Company shall make available, in print and electronic format,the referenced procedures and protocol in paragraphs 3 and 4 above to owners, operators, designers and installers of the System. 6. The Company shall institute and maintain a program of operator training and continuing education,as approved by the Department. The company shall update the list of qualified operators and make the list known to users of the technology. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-SOa298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper f Modified Approval for Remedial Use ' Geoflow Subsurface Drip Dispersal System Page 10 of 11 7. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or System with a design flow of 2,000 gpd or greater to ensure that the proposed use of the System is consistent with the unit's capabilities. 8. The Company shall prepare and submit to the Department an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications,maintain a list of certified installers,submit a copy to the Department,and update the list annually. Updated lists shall be forwarded to the Department. 9. The Company shall furnish the Department any information that the Department requests regarding the System,within 21 days of the receipt of that request. 10. The Company shall include copies of this Approval and the procedures and protocol described in Section VI(3)and(4)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 and the procedures and protocol described in Section VI(3)and(4). 11. The Company shall comply with 310 CMR 15.000 and all Department policies and guidance that apply and as they may be amended from time to time. VII. 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 Boston,Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend,modify or revoke this 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 This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-500-298-2207. MassDEP on the World Wide Web: http:i/www.mass.gov/dep Printed on Recycled Paper 1 Modified Approval for Remedial Use Geoflow Subsurface Drip Dispersal System Page 11 of 11 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 owner,or operator of the System and/or the Company. W032585 Geoflow Modified Approval for Remedial Use 12-11-06.doc This information is available in alternate format.Call Donald A Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep 0 Printed on Recycled Paper Engineering Warns FLOOR PLAN 12 West Crossfield Road 1084 Craigville Beach Road Forestdole, MA 02644 Centerville, MA (508) 477—5313 REMOM 10'x12' V: MN6 RM. 10'x18' OO O " ETCHEN 1.0'x12' 10'x12' DECK FIRST FLOOR (1 story house w f crawl space) Scale 1"=10' Town of Barnstable Geographic Information System March 2, 2007 206090 # 1116 206136 206091 / 206136 # 1112 # 1110 f j'� # 1112 O ' 1125 `�Q` 206126 �P # 1096 0 206127 yZ.O 206092 ,' # 1094 206119 # 1100 # 54 v � 206025 # 154 206132 IVA 20602�6206099 # 146 # 1103 Oy ltl 206133 'PO # 106a ' O � 20610 # 19 206134 - � # 1060 is i 206 112 # 3 206135 # 1052 206012 # 24 0 32 Feet i DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:206 Parcel:129 Board of Health Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of 1?-100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map f`ff 1 f such as building locations. Buffer c� [Oct 1�� 01-:::20P FROM:ACME PRECAST 5085481664 TO:150879 ,G-304 P.1L ,ij9kcme Precast Co, Inc. N recast CorAcrete Products PIMA Location-520 Thomas B. Landers Road,West FiArnouth,MA 02574 14ailing Address,P.O. Box 2034,Teaticket MA 02536,-(508)548-9607(800)560-9949 Fax(Kg)'i-k-J60( April 29, 2008 .1.ovm Of Barnstable D,,-partaient of Health 200 Main Street Hyannis,MA.02601 11(-,;Watertight tank 1084 Craigville Beach Road Dear Dona: 1,::)Iease accept this letter as a letter of guarantee of water-tightness for above mentioned tank. Acme 2recast Co., Inc. will stand behind all of our products for workmanship and quality, when properly installed. -n)e, tank at 1084 Cralgville Beach Road was properly designed and installed. Uni"Oltu'.1ately a breakdown in our quality control resulted in the tank being delivered to jobsite without the rubber boots installed and the baffle seam sealed. To correct the problem the boots were field installed using a plural component Po[yurea then grouted in with a non shrink grout. 'The baffle seams were grouted on 4/29/08,the leak seamed to be coming from a tie rod hole.To be on the safe side both of the seams (pump chamber compartment side) were grouted With hydraulic Dernent. If there is anymore information that I can supply you with or any concerns you may have pleoas,9 feel 'free to contact me at(508)548-9607, Soincerely, Winston A.Steadman 11 CC,Engineering Works, Burke's Excavation File Pg I of I Doi_: 1 Y�82 P 20 2 �t2—i 4—`?tie 8 12- 16 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, Centerville LLC, a duly organized Massachusetts limited liability company, as Trustee of the Craigville Beach Road Realty Trust 1645 Newtown Road located in Cotuit, MA, is the owner of 1084 Craigville Beach Road, Centerville, MA and being shown as Lot 40 on Land Court Plan 9288-S, Certificate Number 171296. WHEREAS, Craigville Beach Road Realty Trust as owner of said lot has agreed with the Town of Barnstable, Board of Health, to a restriction as to the number of bedrooms which can be included on any home built on said lot as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. WHEREAS, the Town of Barnstable, Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface �O Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the J� number of bedrooms in any house constructed on said lot be put on record with the C Barnstable County Registry of Deeds by recording this document. 6- NOW THEREFORE, Craigville.Beach Road Realty Trust do hereby place the following restriction on their above referenced land in accordance with their agreement with the Town of Barnstable, Board of Health, and only to be lifted upon receipt of written n permission granted by the Town of Barnstable, Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 1084 Craigville Beach Road may have constructed upon it a house containing no more than two (2) bedrooms. Craigville Beach Road Realty Trust agrees that this shall be a permanent deed restriction affecting the dwelling located at 1084 Craigville Beach Road, Centerville, MA, Lot 40 on Land Court Plan Number 9288-S. Pagel 1 For title of Craigville Beach Road Realty Trust see the following Land Court Certificate Number 171295. Executed as a sealed instrument this-36 day ofQk-M� , 2008. O ner's signature N Owners stgnater• Owner's signature COMMONWEALTH OF MASSACHUSETTS 0� , ss Date / / 2008 Then personally appeared the above named known to me to be the person/s who executed the following instrument #d acknowledged the same to be their free act and deed, before me. Notary Publi My commission expires: 2c /Z (date) Z BARBARA WIGGINS Notary Public Commonwealth of Massachusetts My Commission Expires September 28,2012 Page 2 2 r a � M q9 y rV ppMMA V c J WPi�%'CIN,(,Q',Pi, OO�S'��P/L, .,I&v6-Q,(�,e'C'Q'P.�.e�� 0,97cYc`� ar e� William Francis Galvin Secretary of the Commonwealth January 30, 2008 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by CENTERVILLE, LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on April 20, 2001. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation or withdrawal; and that, said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: MARY CAPIZZI, THOMAS CAPIZZI I further certify, the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: MARY CAPIZZI, THOMAS CAPIZZI The names of all persons authorized to act with respect to real property listed in the most recent filing are: MARY A. CAPIZZI, THOMAS CAPIZZI In testimony of which, StyF°� .5 I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. , ) ,, C Secretary of the Commonwealth Processed By:crm r t P�ppSHE Tp�y Barnstable p� Town of Barnstable 1 MASS. ��ca� RAt Lh.f' Board of Health o '•9 MASS. 0 O D t679• �0 �ft MAt 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 January 18, 2008 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 RE: I/A System, 1084 Craigville Beach Road, Centerville A = 206-129 Dear Mr. McEntee, You are granted variances, on behalf of your client, Centerville LLC, to construct an innovative/alternative onsite sewage disposal system at 1084 Craigville Beach Road, Centerville. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located six (6) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located fourteen (14) feet away from the abutting crawl space, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the crawl space, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located three feet above the maximum adjusted groundwater elevation, in lieu of the minimum five feet separation. . distance required. 310 CMR 15.221: To construct the inlet tee 4.5" higher than the outlet tee within the septic tank, in lieu of the 12" separation distance required. Q:\WPFILES\McEnteeCapizza 1084CraigvileBEach2008.doc t The variances are granted with-the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record. a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Inspector prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance Vyith the revised eng'neered plans dated revised January 3, 2008. 4 The designing engineer shall supervise the constructio)of the onsite se age disposal ( ) system and shall certify in writing-to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised January 3, 2008. (5) The new replacement innovative/alternative septic system shall be installed within sixty (60) days, before March 30, 2008. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the lot. and high groundwater conditions. The proposed new innovative/.alternative system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely your ayn Mille , M.D. C air an Q:\WPFILES\McEntee.Capizza I084CraigviteBEach2008.doc -'-)� astellas t r Leading Light for Life f i r / x 4 DATA e r i S �. ✓� A Town of BanWable SCM. DAM :�4T�I I, Board of Health 200 Main Street, Hyannis MA 0260 i MOO: 503-862-4&4 FAX, 508-T94 63C4 4tiay=A.Miller,hf i'1. Fse1 J.Ctnutitf:>I.PiL�I: RRIq LgKAI IpN Asaeasor's-lap and Pace' �� Size of L�'...._.._` � 7 F _ Wedands WkWn.?0()Ft. yes i� Business Marne: ` No_..__ SuMvisicon Naaae: Al'PLIC l'I S�+A�i ;:� ►���,'1 ie ?e;3�. ?phone Uid'the orNner ofthe property suthorime YOu to rePmsea, hint or her'? Yes EPOR�}1r �.FsL. Name: M Addms: 1 6 tiC. _(r;.)25 1--•�a.5::5�1�. :t.� °•CJl Phone: y�d�✓ `��-�.'`� �J t o<5' u��:t v.� . j Phone: �'A 1�4�iClE P �40 " .fig .f 1 sy etta;:h if cnor,Wa rgvdtd) !`�+c-.C, �'e„�'LC tit~• -----..�...�...._.�- h1ATURE OF.WWORK: HOUSC Addition DL7- � }fouse Tit.'rtovetiom M Reps `ar of Failed S0 8,Sy4ta m ' tti'be oornpletzu.+by Office sZAff person receMng vatri ance r�guesr pFpdicuPion) lbir 4 co Pka-a submif copin in d&9vj f cev pleted sef C) of;he ccttnpicted variaa^�e re4uest foot •-� `� Nora(4)copies of a n8raeaed Pig solanitted(e.6,septic system pleas) n , Four(4)W;sica of Jnita led donensicso mxw plan:sabaLSted(e..t,no tsc p"Eat or testataaat 3titckte7 p;aai) E -—_ Signed betteiamt'GJ that the pmparry owz"Airlicrized you to mpneetot Wm/btr fbe thi6 request Z A*Ik mt uc&nstaad that the ebartm w=be t*htied by certifier!Rau-at toast►.ett rya ttrioe ro vps flag date a:a}p1 "a ex (fogy jQ _. antbor}osal sm-ase.Mpluk-u variatcw•only) C �.u7 merat submitted flu �-- ( gtrxae'�3P s-aia®ce;.xiatsts only; Vrtiiedce rcyvret clrpiisataort tsw t oi]ewal(atr i to lite�uatd ttuxiiticaticit mtsewa lr' y, C'r+Ye train KaY'lpolCe mAer'Yaiy( 99l110r/le8�ee oatl'oatside stair g v.wi:sae renew "(same ovraerAcwet otaiyl,:god vaxiaaces'to repair toiled;se-W disp-A Mrt-Ma(tmiy if as ausiun to ule- Lc Id.• tam]) —_ +anianca�> submitted of(taxi i f days prior»areotiog dale s VAIR[ANCE APPROVED_.__ - ............. Wa}Qe Mille,Ckairmari f- NG7 A3'S!'RO'dED PaisJ 3.CaonrfF,D.M.D. REASW FOR blSAPPRO`YAL-_....- c:\Cocurtenta and.CmrGtinyd�decoiltk\L3ctr1 3etcings`Tecporax-y internal; F11ce10LF2�Vt9Al1?BC?,r4C 0,761 e . r Cam- ATTACHMENT January 3, 2008 Re: 1084 Craigville Beach Road, Construction Title 5 Septic System VARIANCE FROM REGULATION REASONS 310 CMR 15.405(a)(b)(h)&())-Contents of Local Upgrade Approval 1. A 4'variance,SA.S.to side property line, for a 6'setback. 2. A 6'variance, S.A.S.to abutting crawl space,for a 14'setback. 3. A 13'variance, S.A.S.to crawl space,for a 7'setback. 4. A 2'variance to the required 5 ft. separation between maximum seasonal high groundwater elevation and bottom of S.A.S., for a TOPOGRAGHY 3 ft. separation. Request remedial approval usage of a Pirana LIMITATIONS ABG, Inc.Treatment Unit,Sludgehammer Model P-46. 5. A reduction to the requirement of a 127 separation between inlet& outlet pipes servicing the septic tank/pump chamber,for a 4.50 separation. Watertight sleeves shall be pre-installed on septic tank /pump chamber. { a I Board .of Health Abutter List for Map & Parcel: 206129 Direct abutters (no set distance) and the properties located across the street. Total Count: 5 Close Map & Parcel . Ownerl Owner2 Addressl Address 2 Mailing CityStateZip BLOOM, RICHARD D TANZIER,THOMAS& 2644 MAIN ST BARNSTABLE 206131 &SUSAN & BLOOM,JOANNE MA 02630 206129 CENTERVILLE LLC, CRAIGVILLE BEACH 1645 NEWTOWN RD COTUIT, MA TRS RD REALTY TRUST 02635 206100 GRAZIOSI,JOSEPH 1357 NE OCEAN STUART, FL BLVD 34996 206128 STEWART, ROBERT 51 WILLOW RUN DR CENTERVILLE,, &ROBERT JR MA 02632 206130 LETREAULT, LINDA C/O LINDA PULED 6 SUNSET TERR HYANNIS, MA 02601 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 3/2/2007. http://www:town bamstabld.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 3/2/2007 Town of Barnstable Geographic Information System March 2, 2007 206090 # 1116 206136 206091 206136 o # 1112 # 1110 # 1112 P� O 206048# 11125 U4- 206126 # 1096 �0 4 206127 O yZ. 206092 # 1094 # 1100 206119 # 54 :n o" 206025 .2. f2 ...•..,,...... # 154 206132 # 1072 206026 0 �� # 1103 C. Wa :: .::-:."... :. ::...: 206133 "PO #}1068 9� �- 206108 # 19 206134 # 1060 206112 3 206135 #+1052 206012 # 24 0 32 Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:206 Parcel:129 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel t-=too'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located EJ are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters _ w boundaries and do not represent accurate relationships to physical features on the map such as building locations. / Buffer /1f P Engineering Works FLOOR PLAN 12 West Crossfield Road 1084 Craigville Beach Road Forestdale, MA 02644 Centerville, MA (508) 477-5313 BEDR M 10,x12' LMNG RM. 10'x18' oo 10Q MM wm 10'x12' 10'x12' U DECK FIRST FLOOR (1 story house w/crawl space) I Scale 1"=10' G row �G CIL 7 ji , � No. FEE i � Board of Health, 9 0,cr)S,'GX,6 MA. APPLICATION TOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ' Application for a Permit to Construct( Repair( UpgradeA Abandon( A Complete System ❑Individual Components Location. I (j�j 4CAL, yr Owner's Name(', Map/Parcel# r Address 1 C��ZT1 icy r- 1 os- Ue y trl rZ4� Lot# ® Telephone#Z�i�i'�`1'Z- S1 Z. eo?� h'�A- ou 3 Installer's Name J `J Designer's Name Address 1 � :(4-1'S LeAcAe MA Address 1 Z v, SJ`l E.� O(`EJ KIIO� Telephone# °>7J ,p uo Telephone# jL_2'7r s- ' )�/� U Z(A-1 Type of Building a> � r, S h s �`� 1`� Lot Size�9 -- sq.ft. Dwelling-No.of Bedrooms 2 Garbage grinder ( ) Other-Type of Building AJ J A No.of persons Showers ( ),Cafeteria ( ) Other Fixtures ,A6 A Design Flow (min.required) gpd Calculated design flow `ZZ O Design flow provided y 2%�� gpd Plan: Date �"7 L �` Number of sheets Revision Date Title (ry,G20_c d 106 4" Cf 0- a .� _ ne i g V.11 1 &rc c� JZ4 T NA Description of Soil(s) d -lot SL. 10 t!- ?_1 1t 7G: LS . `Z �� -Do ° e ; /"1 S Soil Evaluator Form No. Name of Soil Evaluator bcA Vi'd Ma SadN Date of Evaluation 11.13 1 G-3 DESCRIPTION OF REPAIRS OR ALTERATIONS M f {-1 C U42 —T. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to a the m m o eradon until a Certificate of Com -li�an as is�uby/the Bro d of Health. Signed Date Inspections No. FEE COMMONWEALTH OF MASSACHUSETTS Board of Health, 1 ti✓✓i S 1'�. 1-P MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at has heeinstalled in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to app No. dated Approved Design Flow (gpd) staller Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that,the system will function as designed. No. COMMONWEALTH T�}�T¶' �(� ( 7 �(` FEE OF TTS Board of Health, RA✓n.S k 6 L MA. DISPOSAL SYSTEM STEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health No. s d \t FEE HUSIT • , Board of Health, q rn C, MA: APPLICATION FOR DISPOSAL SYSTLM CONSWUCTION PERMIT Application for a Permit to Construct(Repair( ) Upgradex) Abandon( Complete System J0 Individual Components , ll " Location" ( P Z'T C(q i N" 1 1 � 1' Owner's Nam K A, V, f I-,ee4A-, rc�j Map/Parcel# M ot Zd(D U-°�rLQ , �2�1 AddressT C�(>kZZ1 I�G�f- 6 New � � Lot# Lp 4 O ; Telephone#239-59-Z-,5129 ; Co j,. ,a- M4 c)-U 3 Installer's Name q00' ���h�-fit �G a-• Designer's Name , I Address' 0 P �xl f n� Qi ZCA 1�C`Q S }ckc, �I A Address 1N, Cfa SS �0� 0{`f f tbl�l Q ! : Telephone# CS 'i l Z�j— ?>(,Yj 21,'44 Teleph'one# 4-,7"7 0ZCP Type of Building - 129-S ' CkA�}l G. +'t'j �'M",`( / Lot Size 0-79-' - sq ft. Dwelling,-No.of Bedrooms 2-/ ""r` e- - Garbage grinder ( ) Other-Type of Building N/Q No.of persons Showers ( ),'Cafeteria (. ) Other Fixtures N/A f�' 2 Design Flow(min.required) 2� y gpd Calculated design flow 2 Z v Design flow provided 1 TZ 7 gpd Plan: Date 2-1 2-7)U 4 Number of sheets Revision Date �/Z 7 'a� 0 � r Title (ruIonsed &tto--,"c Sr P)c1h 10611- Croticp/:(Le egck ►24 . Ceti Ik-i MA .� r r rr O»t. , Description of Soil � Ls) —l� /4 $ , � — Z(-!/ � L'S Z Soil Evaluator Form No. Name of Soil Evaluator 00\✓'d M p.Soh Date of Evaluation Z(I 3 I G 3 t _ DESCRIPTION OF REPAIRS OR ALTERATIONS G M jOlk k c u KC4e Ce M 61 n-�01 w The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees'to not to.-place the,system in operation until a Certificate o Com+plianee has ued by the Board of Health. Signed � -mil � � Date Inspections. ,' No. _ FEE C®MMONWFALT14 OF MASSACHUSETTS B'Bo`ard of Health �I J �'`S .� MA. i P CERTIFICATE OF . OMPLIANCE Description of Work: ❑Individual Component(s) .0 Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at t. has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design`Flow (gpd); " Installer ? f. Designer: Inspector: Date:. ' {. 'r:'!.„The,issuance of.this permit shall not be construed as a guarantee that the system will function as designe&v,* Y^.y� '@r °, ' . .io 9�'t'd ` 'Tt N( :.• , , `.: -+ k ,• � l- Y�,.eY_ No. t + , ►` FEE A 0 Board of Health, A�n S f 4 6 Lc MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT .4 *' Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system if at as described in the application for ,? Disposal System Construction Permit No. dated F �E Provided: .C6nstruction shall be completed within three,years of the date of this permit. All local conditions must be met.t t Form 1255 Rev.5/96.A.M.Sulkin Co.Boston.MA Date Board of Health s c " � �P Town of Barnstable Department of Regulatory Services : .atwarr►at8, Public Health Division Date A3 /7 163 9. �s� 200 Main Street,Hyannis MA 02601 p�EDMA't� Date Scheduled 1 Time Fee Pd. Soil Suitability Assessment for Sewage Disposal h Performed By: � `L � Witness d By: P15el V1 a t/�'-Ct ViGI LOCATION& GENERAL INFORMATION Location Address 10 q e-� d.zd Owner's Name rYO1.e- L-LC Cer 3 tiv Lk Address O T`i Cro`bv:Kk Assessor's Map/Parcel: Z®� t Engineer's N4me lacl-e✓ / u LV1 -- Zoo S NEW CONSTRUCTION REPAIR g Telephone# C,-5-0$ q??-S 3 13 Land Use ��S' � Slopes(%) u Surface Stones All 0 Distances from: Open Water Body dv ft Possible Wet Area O(/ ft Drinking Water Weller I`S ft Drainage Way UrJ ft Property Line Id ft Other ft` SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands�n proximity to holes) i C «cell Parent material(geologic) Ct C( o, ®✓�]P-w Depth to Bedrock 7 1Z1,���1 Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HI H WATER TABLEw Vona -,5�/ Method Used: -77AG4 ✓) lI e`'►G2 L✓d1 q 11'tOv► ✓'`�+S , G .;� Depth Observed standing in obs.hole: - - _ - in, Depth to soil mottles: i Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level- Ad),factor Adj.Groundwater vel—7 cr, PERCOLATION TEST Date -u' ; 130 ` Observation U Time at 9" Hole# q Depth of Perc Time at 6" 1 ► .,._w Start Pre-soak Time @ ' Time WO-G') End Pre-soak Rate Min./inch Site Suitability Assessment: Site Passed_ /X____ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:XSEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#-1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. % ravel o' Y A 5 L nTon -7z e ► IS DEEP OBSERVATION HOLE LOG Hole# �- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste v.% ravel o - Ll A 5� 1p 123/3 V`10 b L lD ��lL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenc S'Gravel i ►- ...r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones' Boulders. �t Consistency, I Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No 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? `Z'G If not,what is the depth of naturally occurring pervious material? Certification I certify that on l'1 `l q (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 ` . �i� I�'l c Dated t Q:\SEP97(1PERCFORM.DOC R L� DATE: FEE: MA t � REC. BY Town of Barnstable r SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 C" Office: 508-8624644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION„ ,y Property Address: 1 C D �� r q; Assessor's Map and Parcel Number: ZC 6 ^ 1 Z 1 Size of Lot: 56 7 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: &I L L ( `lv 9 P;1,-T". Phone Did the owner of the property authorize you to represent him or her? Yes _ No P.RO?ERTY OWNER'S NAME CONTACT PERSON Name: Cev\�-e,r J l 2 L<r C Name: Address: ) 6 4 S A)C-)+-%w,-\ IZ�.,rfj , I—Address: 12 We Phone: Ll Phone: VARL4NCE.FROM REGULATION(List Reg.) REASON.FOR VARIANCE(May attach if more space needed) a NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation Repair of Failed Septic System _ Checklist (to be completed by office staff-person receiving variance request application) ` Please submit copies in 4 separate completed sets. i 0 7-1 7- _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Cg Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that t e property owner authorized you to represent him/her for this request Co 1 Applicant understands that a abutters must be notified by certified mail at least ten days prior to meeting date at appli ant's expetis5(forTj le V and/or local sewage regulatio variances only) Co rfi Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[. e owner/leasee only], outside dining variance renewals[same owncdleasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposedl) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Setting.\decollik\Local Setting.\Temporary Internet Fi1es10LK11VARIRE11.D0C �i r ATTACHMENT May 26, 2007 Re: 1084 Craigville Beach Road, Construction Title 5 Septic System VARIANCE FROM REGULATION REASONS 310.CMR 15A06(aXb)(h)&ffl-Contents of Local Upgrade Approval 1. A 5'variance, septic tank to front property.fine,for a V setback_ SITE AREA 2. A T variance, pump chamber to front property line,for a 5'setback. LIMITATIONS 3. A 1'variance, pump chamber to side property line, for a 9'setback. 4. A 4'variance, S.A.S.to side property line,for a 6'setback. 5. A 6'variance, S.A.S.to rear property tine,for a 4'setback. 6. A 15'variance,S.A.S.to crawl space,for a 5'setback. 7. A 2'variance to the required 5 ft.motion between maximum seasonal high groundwater elevation and bottom of S.A.S.,for TOPOGRAGHY 3 ft. separation. Request remedial approval usage of a Pirana LIMITATIONS Treatment Unit,Sludgehammer Model P-46, in conjunction with a GEOFLOW pressure dosed subsurface drip system. 8. A reduction to the requirement of a 128 separation between inlet& outlet pipes servicing the septic tank&and Pump chamber with a minimum separation to be equal to or greater than 60. Watertight sleeves shall be pre-installed on septic tank and pump chamber. i Engineering Works 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 May 26, 2007 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 1084 Craigville Beach Road, Construction Title 5 Septic System Dear Board members: On behalf of my client, Centerville LLC, a request is being made for variance to Title 5 Regulation for the purpose of septic upgrade at the.subject.site. Following is a list of variance requests: • 310 CMR 15.405(a)(b)(h)&Q)-Contents of Local Upgrade Approval 1. A 5' variance, septic tank to front property Iine, for a 5' setback. 2. A 5' variance, pump chamber to front property line, for a 5' setback. 3. A 1' variance, pump chamber to side property line, for a W setback. 4. A 4' variance, S.A.S. to side property Iine, for a 6' setback. 5. A 6' variance, S.A.S. to rear property line, for a 4' setback. 6. A 16 variance, S.A.S. to crawl space, for a 5' setback. 7. A 2' variance to the required 5 ft. separation between maximum seasonal high groundwater elevation and bottom of SAS., for a 3 ft. separation. Request remedial approval usage of a Pirana Treatment Unit, Sludgehammer Model P-46, in conjunction with a GEOFLOW, pressure dosed subsurface drip system. 8. A reduction to the requirement of a 12" separation between inlet&outlet pipes servicing the septic tank&and Pump chamber with a minimum separation to be equal to or greater than 6g_ Watertight sleeves sha"e pre-installed on septic tank and pump chamber. C f^- r l %� C x� Sincerely, co .. co co o r Peter T. McEntee P.E. Message Page 1 of 1 McKean Thomas From: McKean, Thomas Sent: Wednesday, November 14, 2007 8:14 AM To: 'PETER MCENTEE' Subject: 1084 Craigville Beach Road Good Morning Pete, We received another postponement from you (for 3rd or 4th time). During the meeting yesterday, the Board of Health had several questions: -What was the nature of the failure there? Was it hydraulic failure? -Are people living at this property now? Sincerely, Thomas McKean 11/14/2007 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A , C(�� DATA 1 Engineering IF ,44 12 West Crossfieid Road, Fores2dale, MA 02 TeVFax(508)477-5313 t LIST OF ABUTTERS RE: MAP 206 PARCEL 129 1084 Craigville Beach Road OWNER: Thomas Capizzi 5234 Savoy Court Cape Coral, FL 33904 Assessors Map/Parcel Location Owner/Address 206/128 1090 Craigville Beach Rd Stewart, Robert&Robert J. 51 Willow Run Drive Centerville, MA 02632 206/131 1074 Craigville Beach Rr Bloom, Richard D. & Susan & Tanzier, Thomas& Bloom, JoAnne 2644 Main Street Barnstable, MA 02630 206/130 1078 Craigville Beach Rd Tetreault, Linda%Linda Poleo 51 Queen Anne Lane Cotuit, MA 02632 206/100 1085 Craigville Beach Rd Graziosi, Rita 1085 Craigville Beach Rd Centerville, MA 02632 11 12 2007 14:55 5084775313 ENGINES=RING WORKS PAGE 01 ngoine "Qin "orks CWH F-r 12 West Cromfield Road, Foreddals. Mk O2U4 TaVlax (WO)477,531'; FAX CAR M To: Thomas McKew-Director No. of 'ytr: 1 l3anstable ®cad of Health 200 Main Street Hyannis, MIA 02601 Fz: ( ) 79 Fawn: DeterW.Entee PE ®ate: Re: 1084 Crille Beach Road On behaV of my client, Thomas Capri Jr, l request that the hearing for the +eject property tg continued until the ®umber, 2007, meeting. wrelya Peter T. McEntee f Centerville LLC 1645 Newtown Road Cotuit,MA 02635 Ph: 5o8-428-9518/ F: 5o8-428-1547 Barnstable Board of Health: I,Thomas Capizzi, Jr:, manager of Centerville LLC, hereby authorize Pete McEntee to represent me for a septic upgrade at io84 Craigville Beach Road in Centerville. Centerville C By: Thomas Capizzi, Jr., manager --� CV t11 Lr? � X O (V .i c- > � a ' N Crocker, Sharon From: McKean, Thomas Sent: Friday, August 17, 2007 2:56 PM To: I peter.mcentee@gmail.com' Cc: Crocker, Sharon Subject: Re: 1084 Craigville Beach Rd Okay, received. -----Original Message----- From: PETER MCENTEE <peter.mcentee@gmail.com> To: McKean, Thomas <Thomas.McKean@town.barnstable.ma.us> Sent: Fri Aug 17 10:46:37 2007 Subject: 1084 Craigville Beach Rd Dear Mr. McKean, I am requesting that the hearing fot 1084 Cr.aigville Beach Rd be continued to the September meeting. The reason for this request is because the Approval Letter for the Geoflow Dripline is being revised and will be posted on the Mass DEP Website next week. The design has been revised to reflect the changes and will be resubmitted to your office along with the most recent approval letter prior to the September meeting. Please confirm that you have received and accepted this request. Sincerely, Peter T. McEntee PE Owner-Engineering Works AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel: 206129 Direct abutters (no set distance) and the properties located across the street. Total Count: 5 5@ A Close Map &Parcel Owners Owner2 Addressl Address 2 Mailing CityStateZip 206131 BLOOM, RICHARD D TANZIER,THOMAS & 2644 MAIN ST BARNSTABLE, &SUSAN & BLOOM, JOANNE MA 02630 206129 CENTERVILLE LLC, CRAIGVILLE BEACH 1645 NEWTOWN RD COTUIT, MA TRS RD REALTY TRUST 02635 206100 GRAZIOSI, JOSEPH 1357 NE OCEAN STUART, FL BLVD 34996 206128 STEWART, ROBERT 51 WILLOW RUN DR CENTERVILLE, &ROBERT JR MA 02632 206130 TETREAULT, LINDA C/O LINDA PULEO 6 SUNSET TERR HYANNIS, MA L 02601 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 3/2/2007. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 3/2/2007 IJi11ii'::%07 08: 14 5084775313 ENGINEERING WORKS PAGE, 02 Engineering Works / 12 West CmsmUM Road, Forastdafe, MA 02644 Tei/Fax(5"477-5313 .lE. )' 11', 2007 I:Enmstable Board of Health 21'.10 Main Street 1-il,►s nn is, MA 02601 Ftti- 1084 Craigville Beach Road, Construction Title 5 Septic System I'k,wiTr Foard members: On behalf of my client, Centerville LLC, I request that the hearing for this project 10 moved to the August 21, 2007 meeting. Sincerely, Peter T. McEntee P.E. V01Town of Barnstable �/ i "+f Board of Health BARNSTABLE• « 200 Main Street - Hyannis MA 02601 -- r ass. DO 039. ATFp�.ta V.l/vt fxtil Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), Lr Zi regarding the property at ) -' the petitioner(s)and the Board of Health agree that a Board of Health has until A16J (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): Signature: (7) K Board of Health: Peti oner(s)or Petitioner's Representative 7 Signature: Print: 1 - v'— mc Chairman Date: C� Print: Wayne Miller, M.D. � 2-1 l �� Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 200 Main Street, Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc I Town of Barnstable 'a Board. of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644. Susan G.Rask,R.S. FAX: 508-790-6304_ Sumner.Kaufrnan,MSPH Wayne Miller,M.D. September 14, 2004 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 RE: 1084 Craigville Beach Road Centerville A = 206-129 Dear Mr. McEntee, You are granted variances, on behalf of your client, Thomas Capizzi, to construct an onsite sewage disposal system at 1084 Craigville Beach Road, Centerville. The variance granted is as follows: 310 CMR 15.211: The.reserve area for the soil absorption system will be located three (3) feet away from the front and side property lines; in lieu of the ten (10)feet minimum setback required. 310 CMR 15.211: The septic tank will be located six (6) feet away from the rear and side property lines, in lieu of the ten (10) feet minimum setback required. PART.Vill,. SECTION.9.00: To install a soil absorption system in fill, in lieu of the requirement to install the SAS within an area where there is at least four feet of naturally soil above the groundwater table. The variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. McEnteeCapizzi2 (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed- in strict accordance with the revised engineered plans dated revised August 27, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised August 27, 2004. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the lot. The proposed new septic system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, V aYa WrMiller M.D. Chairperson McEnteeCapizzi2 I - ' Engineering Works 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 August 27, 2004 Robert Stewart (Abutter at 1090 Craigville Beach Road) 51 Willow Run Drive Centerville, MA 02632 Re: 1084 Craigville Beach Road, Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Sub- surface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested under 310 CMR 15.405(1)(b) — Contents of Local Upgrade Approval: • LOCAL REGULATION VARIANCE REQUEST 1. Variance request from local regulation which requires 4' of naturally occurring pervious material between water table and bottom of soil absorption system. A mounded soil absorption system is proposed. • 310 CMR 15.211(1) —Minimum Setback Distances 1. A 7' variance, S.A_S. (Reserve Area) to front and side property lines, for a 3' setback. 2. A 4' variance, Septic Tank to side and rear property lines, for a 6' variance. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays)from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, September 7, 2004, at 7: p.m. The hearing will be held at the following location: Town Hall Selectmen's Hearing Room Second Floor 367 Main Street Hyannis, MA Sincerely, �' I Peter T. McEntee P.E. tME DATE. PER: � itAttxsnums + MASS • � bS9•M{� REC. BY ' Town of Barnstable SCHED. DATE: Board of Health 200 Main Sit,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Stunner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION r� Property Address: Q 8 C�� C.V `,� L?�t1�C Assessor's Map and Parcel Number: ���ZQ& P-Cull Size of Lot: 79 -t S o F,.,� Wetlands Within 300 Ft. Yes t/ Business Name: r �• No Subdivision Name: APPLICANT'S NAME: P6 r" M C-151 'eee -L- Phone reg � S3 Did the owner of the property authorize you to represent him or her? Yes No�� a� PROPERTY OWNER'S NAME CONTACT PERSON Co Name: /gQACh Zo c- �[� 1<ZrS i- Name: Fe ���y` c,� M Address: i 6 45- /� vJ�CvJ 1 /24 Address: IZ fie-) " c( b1 s p,4a, 'A Phone: 5b a, �9 40 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) t _"if Chm 15.4:9-s- (I (a) 50re Cc,.nsua��4' Mtn•.+,n td Sae�4-Q,v�S ' NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e g.septic system plus) _ Four(4)copies of labeled dimensional floor plans submitted(e.&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) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1e9\0LK3\VARIREQ.D0C t Town of Barnstable + I3ARNSTA$LE, ` Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 22, 2004 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 RE: 1084 Craigville Beach Road Centerville A = 206-129 Dear Mr. McEntee, You are granted a variance, on behalf of your client, Thomas Capizzi, to construct an onsite sewage disposal system at 1084 Craigville Beach Road, Centerville. The variance granted is as follows: 310 CMR 15.211: The reserve area for the soil absorption system will be located three (3) feet away from the front property line, in lieu of the ten (1.0) feet minimum setback required. The variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance.with the revised engineered plans dated June 3, 2004. McEnteeCapizzi (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised April 7, 2004. (5) A revised floor plan shall be submitted to the Board showing a total of two bedrooms, with a date shown as requested during the public meeting. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the lot. The proposed new septic system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sic rely yo rs, ynei iller, M.D. Chairpt son McEnteeCapizzi �tlE DATE: FEE: MAPA "9• REC. BY ' Town of Barnstable �SCSED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862 4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufinan,NLS.P.H. Wayne A.Miller,MA VARIANCE REQUEST FORM ^� _i LOCATION r Property Address: (� crok i C 1, R :Z Assessor's Map and Parcel Number: 24 6 AP 12q Size of Lot: 079 _ ( M Cn Wetlands Within 300 Ft. Yes Goo"' Business Name: C) No Subdivision Name: sCn• t�o APPLICANT'S NAME: f� ';-e- - KC .Q, i� E- Phone Soo '4-7-7 co Did the owner of the property authorize you to represent him or her? Yes a/' No CT r n PROPERTY OWNER'S NAME CONTACT PERSON Name: 1 v w� �.�t2`* Name: �✓'T. 1 (045 /V1P-L1Q P1K9,1 Address:0e. T n• Address: I Phone: - t Gza) -C��/a Phone: 7-7 1, 1 VARIANCE FROM REGULATION(Lit Rcg.) REASON FOR VARIANCE(May attach if more space needed) LAW (?ee.VlA+&A QvC4 _' Po 1Ko%jeLLkd 5-A `S il] C M S.',2 i N 'PA L� 1�=/►- 5 S 4--2 CC-V1 S1`-C-,LA-\' NATURE OF WORK: House Addition ❑ House Renovation p( Repair of Failed Septic System Checkli (to be completed by qfflce staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) — 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 himther for this request Applicant understands that the abutters must be notified by certified mad 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 inquests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee 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 Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kauffman,IvLS.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,IvLD. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC D)lTZ s WL ,Q maw Rae. ST Town of arnstabl 3 �sclat». lo&Tz 3 id y Board of Health 200 Maul street, Hyanrlis MA 02601 Office: 5W862-4644 Sum G.Resk,R.S. FAX SM79"3Q4 S>mna tiartfman,9A.SYA. { Wayne A.Mift ACD. VARIANCE REO V EST FORM LOCATION ' Properly Address: I�d'4 C�,o,:S��{�.t ��.e�+ R�. C�,��-e�'+e• �,t Assessor's Map and Parcel Number. 1 Size of Lot:— .5, 079t_ •1° Wetlands Within 300 Ft Yes ✓ Business Name: No ----- Subdivision Name: APPI.ICAMESNAM; Peter (AC lbw+" #?•1e. Phone 1509)_4-177 •5.311 Did the owner of the properly authori7e you to represent him or her? Yes. U _ No�— IRO?ERTY OWNER'S NAME CONTACT'"RSON Name: _---- Name: *C1A j— d 4S l�tW R� ' I Z �1. C�i�s s 4�1RA Address:-�;1_0 ---- -- Address: /,.� —®!,4` Phone: � �— _ Phone:--t � 3 0�---- VARIANCE FROM REGULATION(tbw Res.) REASON FOR VARIANCE(bray an-1 if— spice needed) NATURE OF WORK: House Addition O House Renovation eRepair of Fair Septic System _r(to be coapleted by a ire&a -p—reeve-T—Ja-e mquem gpplJcw—) / Four(4)copies of the enow e¢ed varmwe request foam ✓ Foie(4)-pies of eagimce>ed plan submitted(e.g.septic system plans) . Foe(4)copies of labeled dimensional floe:plans submitted(e.g house Alm u�s or testat kitchm plans) v Signed letter stating that the property owner authorized you to test hiudher for this request _✓ Applicant understmds that the abutters must be notified by an=tified mail at least to days prior to meeting date at apphow's expmae All (far Tt1e V s n Yor bx:al sewage regulaion variances only) i—� Ful u r nu submitted(far grease trap vaname requests only) _-- Varimce request application fee collected (no foe for hkgumdd mAhcau m rmewaK grease trap vwmnw rmeaals [same owner lessee only),outside dining variance renewals[same own Aeasee only],and variances to repair Aided sewage disposal systems [only ifno expansion to the building proposed)) Varmoe request submitted at least 15 days prior to meeting date VARIANCE APPROVED------- Susan G.Rask,R.S.,Cbaaman NOT APPROVED --- suMer Kwdmr^h&P-tL REASON FOR.DISAPPROVAL —_ Wayne A.hbNer,ld_D. c-.\Documents and Settings\decollik\Local Settings\Temporary Internet Pi1e8\0LW8\VARIRBQ.DOC __ I Engineering Works 12 West Crossfield Road, Forestdale, MA 02644 TeVFax(508)477-5313 March 13, 2004 Linda Tetreault (Abutter at 1078 Craigville Beach Road) 51 Queen Anne Lane-, Cotuit, MA 02635 Re: 1084 Craigville Beach Road, Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Sub- surface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variance is requested under 310 CMR 15.405(1)(b) — Contents of Local Upgrade Approval: • 310 CMR 15.211(1) — Minimum Setback Distances 1. A 6' variance to the required 20' setback between a cellar wall and Soil Absorption System, for a 14' setback. The application and plans are available for review at the Bamstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.in. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, March 30, 2004, at 7: p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA Si cerely, Peter T. McEntee P.E. cc: Barnstable Health Department Engineering Works Civil Engineers 12 West Crossfield Road, Forestdale, MA 02644 (508)477-5313 Email: EngineedngWorks@AOL.COM a March 8, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 1084 Craigville Beach Road Dear Members of the Board: I hereby grant Peter T. McEntee P.E., of Engineering Works, permission to represent me at all hearings associated with the request for variance to State, and/or Local, Board of Health regulations. Thomas Capizzi c Engineering Works 9 9 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 6 LIST OF ABUTTERS RE: MAP 206 PARCEL 129 1084 Craigville Beach Road OWNER: Craigville Beach Road Realty Trust Centerville LLC-TR 1645 Newtown Road Cotuit, MA 02635 Assessors Map/Parcel Location Owner/Address 206/128 1090 Craigville Beach Rd Stewart, Robert&Robert J. 51 Willow Run Drive Centerville,MA 02632 206/131 1074 Craigville Beach Rd Bloom,Richard D. & Susan &Tanzier, Thomas& Bloom, JoAnne 2644 Main Street Barnstable, MA 02630 206/130 1078 Craigville Beach Rd Tetreault, Linda%Linda Puleo 51 Queen Anne Lane Cotuit, MA 02635 206/100 1085 Craigville Beach Rd Graziosi,Rita 1085 Craigville Beach Rd Centerville, MA 02632 i Page 3 of 4 GRANTED E. Peter McEntee, P.E. representing Craigville Beach Realty Trust- 1084 WITH Craigville Beach Road, Centerville, 5,079 square feet lot, variances CONDITIONS requested in regards to proposed vertical distance between SAS and maximum groundwater table elevation and variances regarding septic component setbacks to property lines. No more than two(2) bedrooms are authorized. The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to the maximum allowed, before obtaining a disposal works construction permit. CONTINUED F. Peter Sullivan, P.E. representing Kelly Family Realty Trust- 75 Pheasant Way Centerville, 15,678 sq. ft., new construction proposed, variances requested in regards to proposed SAS setback to wetland and vertical distance above the maximum groundwater table elevation. Site visit scheduled to be held On October 12, 2004 at 1:00 PM GRANTED G. Terence Chase, P.E. representing Timothy Connolly- 140 Connors CONTINGENT Road, Centerville, repair of a failed system, variances proposed in UPON regards to septic components setback to property line and foundation RECEIVING wall. REVISED PLANS SHOWING REVISED PUMP CHAMBER DESIGN VI. Projects Involving More Than Six Bedrooms: DENIED A. Stephen Wilson representing J. Gary Burkhead- 27 North Bay Road, Oyster Harbors. The applicant must request variance(s) in regards to setback to a coastal bank. DISCUSSED B. INFORMAL DISCUSSION- Craig Short P.E. —Tradewinds, 780 Craigville Beach Road, Centerville, proposed increase from a 40 bedroom motel with a food service establishment to condominium complex consisting of 42 bedrooms. The applicant must redesign the proposed septic system incorporating innovative/alternative technology. VII. Correspondence Received: DISCUSSED Lee McConnell, Environmental Project Assistant, Barnstable County Department of Health and Environment— Letter and laboratory data relative to less than 1.0 parts per billion of perchlorate discovered in private residential wells. It is recommended that each affect homeowner should retest their well water bi-annually. VIII. Old Business/ New Business: DISCUSSED A. Joe Capraro, Mom's Apple Pie- Grease recovery device influent and effluent test results. McKean asked if the cesspools are in groundwater. Mr. Petrosino explained they are about 4' above and showed pictures. Miller had no problems granting the variance if the system passes inspection. Motion by Rask/Miller to approve pending a passing inspection report. B. Phil Maker- 8 Eastwood Lane Cotuit, system failed an inspection in 1998, owner applied septic additive on a regular basis, system is reported to be functioning. Mr. Maker explained his children have moved out and he has added Rid-X on a regular basis. Miller explained the system needs to be inspected. Motion by Miller/Rask to continue to October 12, 2004. So Voted. C. Lawrence Benedetto - 359 Santuit Road, Cotuit, 1.6 acre parcel,variances requested in regards to installation of septic components 71 and 72 feet away from a coastal bank. Mr. Wilson explained the coastal bank is a hand-dug ditch created to drain the bog across the street. The ditch creates a coastal bank under the State definition. McKean stated the staff has no objections. Motion by Rask/Miller to approve with a 4-bedroom deed restriction. So Voted. D. Stephen Wilson, P.E. representing Andris and Dyane Silins- 81 Holway Drive,West Barnstable, 35,732 sq. ft. parcel,variances requested in regards to more than three feet of soil cover over septic components and to construct a private well on a parcel consisting of less than 40,000 square feet. Rask asked if a proper soil evaluation has been done. Mr. Wilson explained it was done in a phasing event and the oils are pretty consistent. There is a 3bedroom house on the site and there is an existing well to service another lot. This is a very old subdivision. Motion by Rask/Miller to approve with a 3-bedroom deed restriction. So Voted. E. Peter McEntee, P.E. representing Craigville Beach Realty Trust- 1084 Craigville Beach Road, Centerville, 5,079 square feet lot,variances requested in regards to proposed vertical distance between SAS and maximum groundwater table elevation and variances regarding septic component setbacks to property lines. Mr. McEntee explained the variance is needed from the marginal lot bylaw. McKean stated the staff has no objections. Mr. McEntee stated if the system fails it will be replaced. otion by Rask/Miller to approve with a 2-bedroom deed restriction. So Voted. F. Peter Sullivan, P.E. representing Kelley Trust- 75 Pheasant Way Centerville, 15,678 sq. ft., new construction proposed,variances requested in regards to proposed SAS setback to wetland and vertical distance above the maximum groundwater table elevation. John Ojala proposed a 2-bedroom dwelling asking for a 4' groundwater adjustment and a variance to the 100' setback from the wetland. It is proposed at 50.5' from the wetland. McKean stated the staff recommends denial. Rask explained the SAS is in the drainage easement and asked how it will be relocated. Mr. Sabbatt explained the owners need to be found because Pheasant Way is private. CF ., w RETAINING WALL DETAIL Daniel E. Braman 1084 Craigville Beach Road, Centerville, MA 189 Harbor Point Road Job No. 08-04 Date: 2/27/04 P.O. Box 361 Cummaquid, MA 02637 Page 1 of 1 loll TOP WALL EL: 8.50 1 1 2" CVR. Z 10„ mom OUTSIDE INSIDEuj I SEPTIC/ #4 12"o.c. xO ,• ® CC O a C1, � d �C 0 uj C?J LLj FOOTING EL: 1.50 2'-0"BASE MIN TOP OF 4-#4 UNDISTURBED 3'-5' SOIL CROSS SECTION CORNER nELkL-PL AhV N.T.S. N.T.S. NOTES: 1) THE UPGRADIENT SIDE OF WALL SHALL BE WATERPROOFED. 2) CONCRETE SHALL HAVE MIN Cc = 3,000 psi(min) 3) REINFORCED STEEL SHALL BE NEW AND CONFORMING TO ASTM A615 GRADE 60. 4) ALL HORIZONTAL WALL REINFORCING SHALL HAVE 2I 2 CORNER DOWELS 0 OUTSIDE FACE, AND INNER FACE SHALL EXTEND TO OUTER FACE W/12" LONG BEND. s oaf DANIEL E. 3TRUU RA L RETAING WALL DETAIL NO.56595 0 — N.T.S. �f'FS10NA1 E'��a WEST ! PIRANA ABG, INC., Slud ehammer MODEL P-46 ROBT. & ROBT. JR. STEWART ---- TO BE INSERTED INTO TANK - PROVIDED BY EXISTING GAS SVC. x 6, 4 MAP 206, PARCEL 128 �a MUDDY WATERS ENVIRONMENTAL, 508--888-6021 l (SEE NOTE 10) '`� I I /, 5 G7°2542" E ACME 1500/500 H-20 "NEW STYLE" 78.77 j RrV SEPTIC TANK/PUMP CHAMBER WITH , i WATERTIGHT SLEEVES ON INLET & ( A55E55OR5 MAP 2CG IJP �" wcus OUTLET � ! .�1-� rip 3 H-20 FRAMES & COVERS TO GRADE c� PARCEL 129 WELL^INOSTAOLLLED x Rod > f 5�079±5.P. BENCHMARK SET I CTR. OF WTR. SVC. ps Cantiar�nlla Harbor f MANHOLE COVER EL.-5.64 (NGVD) = LOCUS MAP N.T.S. )-DRIVEWAY R.O.W. ASI i...ILD RICHARD D. & SUSAN BLOOM j SCALED FROM PLANT MAP 206, PARCEL 131 LEGEND < / O --•--1 0 - - EXISTING CONTOUR h �p EXISTING SPOT GRADE PROPOSED CONTOUR T, PROPOSED SPOT GRADE EXISTING WATER SVC, /1EXISTING 2—BRf' ,'' ; 9 r OWELUNG Tp_3 G EXISTING GAS SVC. ' —OH W— EXISTING OVERHEAD WIRES t f j ri. SILL EL. = 7.32; " Q TEST PIT X fr U4 y, ; r 'rr /�f% r VARIANCg, RE UCH ESTS / 310 CMR 15.405(a)(b)(h)&(j)- CONTENTS OF LOCAL UPGRADE APPROVAL f � 1) A 4' variance, S.A.S, to side property line, for a 6' setback. 2) A 6' variance, S.A.S. to abutting crawl space, for a 14' setback. LccJ f f ri �•= a0► 3) A 13' variance, S.A.S. to erowl space wall, for an 7' setback. 4) A 2' variance to the required 5' sepotgion between maximum 5 X `ti 2 ,\ ^ // seasonal high groundwater elevation and bottom of S.A.S., for f' `�\` \j h a 3' separation. Request Remedial Approval Usoge of n Pirana O / \ f 1 .� ` 1 ABG Inc., Treatment Unit, Sludgehommer Model P-46. 70, 5) A reduction to the requirement of a 12" separation between inlet SLEEVE SEWER AT / �2 f\ /` O C� & outlet pipes servicing the septic tank/pump chamber and high 5.84 X, WITH WATER SVC. \ '� \ S \ x -L'7 groundwater, for o 4.5" separation. Watertight sleeves shall be i '�'�� / \ \�� \ preinstolled on septic tank and pump chamber. 41 .651 \ S / HOUSE #1 078 LINDA L. TETREAULT D PLAIN DATA �`''•� '� i � �(�, `'.. � y � � AP 206, PARCEL 130 �.,00 C`� ,. ! w -�\< FIRM PANEL #250001 0008 0 M1 Q f'� \ 2 / C�/ REVISED: JULY 2, 1992 ZONE A10 (EL 11) . r//` (5EXISTING GAS SVC. & OVERHEAD WIRES PLAN REVISION " 1 3 REDESIGN COMPLETE SEPTIC SYSTEM/ _ �'�.. / EE NOTE 1O) / /eS -' STRIPOUT ;� �� Ssq�� PROPOSED I/A SEPTIC SYSTEM UPGRADE SEE NOTE 11, SHEET 2 o PETER T• 1084 CRAIGVILLE BEACH ROAD CENTERVILLE, MA 40 MIL POLY LINER McENTEE - 'r' c7 �, SEE SEPTIC PROFILE, SHEET 2 CIVIL Prepared for: Centerville LLC, 1645 Newtown Road, Cotuit, MA Q� No. 35109 Engineering by: Y 9 Y SCALE DRAWN JOB. NO. Surve in b ~ �� 9 g Landsurve irrg, dnc. REc�s��`�° �� Engineering works . Eastbound 1"=10' P.T.M. 107-07 JOSEPH GRAZIOSI �O '} �, ' ' " EXISTING CESSPOOLS F ' t,G� I2] 12 West Crossfield Road y MAP 206, PARCEL 100 L. P �'� TO BE REMOVED. � 3 �8 Forestdale, MA 02644 P.O. Box 442 DATE SHEET 3 Forestdale, MA 02644 (508) 477-5313 (508) 477-4511 6/25/07 P.T.M, 1 Of 3 PROVIDE RISERS WITH METAL FRAMES NOTE: TO PREVENT BREAKOUT, A 40. MIL POLY LINER & COVERS OVER EACH ACCESS MANHOLE SHALL BE PLACED 5' 'OUTSIDE THE S.A.S. AS AND SET TO FINISH GRADE. COVERS MUST SHOWN ON THE PLAN AND SET LINER BETWEEN 110 VAC BE WATERTIGHT AND SECURED. F.G.EL: 5.02(Min.) F.G. EL: 7.5t FINISH GRADE: 7.2(MIN.)-7.5(MAX.) EL.=6.3 AND EL.=2.5 I r INSTALL AIR PUMP IN WATERTIGHT BASIN MAINTAIN 2% MIN SLOPE OVER LEACHING AREA b PROVIDE RISER W/COVER OVER U-BOX USL SpEEb LEVELERS INSPECTION PORT TO BE INSTALLED CRAWL SPACE .� SET TO WITHIN 6" OF FINISH GRADE L -7' (MAX.) ON END UNIT a TOP EL.=4.27 HIGH G.W. 4" SCH 40 PVC o a L=tSt CH 40 PVC 4" SCH 40 PVC EL.=2.47 ® 5= 1% (MIN.) •^ - �" 2 FORCE MAIN e a S. Z% (MIN.) to" 14to° 3" 70 INVERT ' PRE-INSTALLED T S ARE TO BE PRE-INSTALLED Q-80X 3 ROWS OF 3-CULTEC C-4 UNITS x $'/UNIT 24' WATERTIGHT 4F SCH 40 PVC WATERTIGHT INV.=5.75 (USE C-4 HD UNITS - H-20 RATED) SLEEVE (4") SLEEVE (4� TEE SHALL NOT INV•=2.85 EFF� RT-� INV.=2.R 5 EXTEND BELOW SOIL ABSORPTION SYSTEM (PROFILE) ZAGEL OR EQUAL)'' (special) INV.=5.99 FLOW LINE INV.=5.82 SludgeHlmer " BOTT. EL.= -1.9Dim MODEL":-48 INV.=2.60 INSTALL ONE LENGTH OF 4" SCH 40 PERFORATED PVC CULTEC NO. 410 FILTER FABRIC ESTABLISH VEGETATIVE COVER PLUMBING, MODIFICA710N PIPE AT EACH INLET TO EXTEND THROUGH STARTER UNIT BACKFILL WITH CLEAN SAND EFFLUENT FILTER SHALL BE INSTSALLED ON OUTLET WITH CAPPED END. HOLES SHALL BE FACED DOWNWARD. (NATIVE OR PERC SAND) MODIFY INTERIOR PLUMBING TEE AS MANUFACTURED BY ZABEL OR EQUAL. TO EXIT HOUSE AT LOCATION 12 SHOWN ON PLAN. SET INVERT (See Pump Detail, Sheet 3 of 3) BREAKOUT=TOP OF UNIT (min.) AT CRAWL SPACE WALL AT, TOP OF CHAMBER ELEV•=6.2 1500/500 ACz,LLON SEPTIC TA_NK_f PUMP CHAMBER INV.ELEV.=5.75 OR ABOVE INV. EL.= BOTTOM ELEV•=5.50 IIII�IIII PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND _._ ✓ EXISTING SEPTIC TANK * Manufacturer: Pirana ABC, Inc., 336 Division Rd., Petoskey, MI 49770 / 48" (TYPICAL) I SUITABLE Supplier: Muddy Waters Environmental, 18 Route 6A, Sandwich, MA 02563 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 3' MIN. ABOVE BOTTOM OF r SOILS Telephone: (508) 888-6021 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=12.0' SEPTIC SYSTEM PROFILE MSHGW EL: 2.47 USE 3 ROWS OF 4 CULTEC C-4 FIELD DRAIN UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE N.T.S. SOIL ABSORPTION SYSTEM (SEC._ TIQN) (SEE ALSO, SECTION AA, SHEET 3) n:rs, GENERAL NOTES: SOIL LOG DESIGN CRITERIA NUMBER OF BEDROOMS: 2 BEDROOM 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL TEXTURAL CLASS: CLASS I BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: NOVEMBER 3, 2003 DATE: APRIL 26, 2007 (P#11,716) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: DAVID MASON IRS, CSE SOIL EVALUATOR: PETER T. McENTEE C.S.E. DESIGN PERCOLATION RATE: 2 MIN/IN OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT A5 REQUESTED BELOW UNDER INSPECTOR: SAM WHITE-HEALTH AGENT WITNESS: DONNA MIORANDI DAILY FLOW: 220 G.P.D. "VARIANCE REQUESTS" ON SHEET 1. BARNSTABLE B.O.H. BARNSTABLE B.O.H. AGENT DESIGN FLOW: 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elev. TP- 1 De th TP-2 Ue TP-3 Ue GARBAGE GRINDER: NO TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE _� Elev,_ ,pth Elev. --�� PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES DESIGN ENGINEER, 5.69 A 0' 5.63 A SANDY LOAM 0" 5.52 A SANDY LOAM 0.. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SANDY LOAM LEACHING AREA REQUIRED: (33U) W 445.9 S.F. 10YR 4/3 10YR 3/3 10YR 3/3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 5.30 4" 5,19 4" 74 ENGINEER BEFORE CONSTRUCTION CONTINUES. 4.66 10" 61 Bt B SANDY LOAM 5ANUY LOAM USE 3 ROWS OF 3 CULj,FC C-4 UNITS 4VLN NO STONE 5. ALL ELEVATIONS BASED ON NGVD ELEVATIONS. LOAMY SAND 10YR 4/6 10YR 4/6 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 5/4 82 4.96 d 4.96 a" FOR AN SAS HAVING THE DIMENSIONS' 12 0' x 24 0' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 3.94 21 LOAMY SAND C BOTTOM AREA: (GENERAL USE APPROVAL FOR 6.7 SF/LF OF C-4 UNIT) 6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C 10YR 5 10 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4.63 C 0 12 MED. SAND 3 UNITS x 8.0'/UNIT = 24.0 FT 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 22' 2:5Y 7/2 3 ROWS x 24,0' x 6.7 SF/LF = 462.4 SF MED. 5AND DESIGN FLOW PROVIDED: 0.74(482.4 S.F.) 357.0 G.P.D. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MEDIUM 2.5Y 7/2 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SAND I PROPOSED I/A SEPTIC SYSTEM UPGRADE DIRECTED BY THE APPROVING AUTHORITIES. 2.5Y 7/2 2.47 LUNAR HIGH G.W. 2.47 LUNAR HIGH 0,W:sz 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 2.13 OBSERVED G.W: 42" 2.15 OBSERVED G.W.! 40.5" 1084 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING I CONSTRUCTION. -0 98 80" -0.37 72" -0.48 72" Prepared for: Centerville LLC, 1645 Newtown Road, Cotuit, MA 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE Engineering by: Surveying by: SCEN.T.S. P.T.M. WN JOB. NO. SOILS IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND pERC RATE <. 2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN, ("C" HORIZON) E'estbound 107-07 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3), EngOn�ACIngWol'k3 Lendsurve ung, Inc.12. AREAS REQUIRING 5TRIPOU7 OF UNSUITABLE MATERIALS SHALL BE NOTE: MONITORING WELL INSTALLED 12 West Crossfield Rood P•O. Box 44G,W. M'ONITORED OVER LUNAR CYCLE 6/14/07 Forestdole, MA 02644 Forestdole, MA 02644DATKED SHEET N0. INSPECTED BY HEALTH DEPTARTMENT PRIOR TO BACKFILL. MAX. G.W: OBSERVED AT 7:3U AM EL.=2.47 (508) 477-5313 (508) 477-4511 6T.M. 2 of 3 4 NEMA 4 JUNCTION BOX CORROSION RESISTANT A� & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WITH SECURED COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 8 B 1/8" DIAMETER. / 1,760 LB, STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. NOTES: INV.(IN)=2.60 2" GATE VALVE (FIELD ADJUST FOR 20 GPM RATE) ~ / �/ 1. PROVIDE POLYMER WATERPROOF COATING. 2"SCH. 40 DISCHARGE TO D-BOX 2. SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO., ALARM ON EL: 0.60 2" 90' ELBOW W/ 1/4" WEEP HOLE INC., 520 THOMAS B LANDERS RD, HATCHVILLE, MA 02536 PUMP ON EL: -0.07 FOR SELF-DRAINING FORCE MAIN 3. PRE-INSTALL WATERTIGHT SLEEVES ON INLET & OUTLET, AS SHOWN } r ON SEPTIC SYSTEM PROFILE, SHEET 2. PUMP OFF EL: -0.73 24" 16.. `" 2" SWING CHECK VALVE 72,_0„ SPECIFIED WEIGHT=34,700 LBS. BOTTOM OF I 2" SCH. 40 PVC DISCHARGE PIPE 6' PUMP CHAMBER �L 8 SLEEVE (4-) WATERTIGHT Akj PRE-INSTALLED WATERTIGHT ELEV.= (-1.90) 3/16' VENT HOLE (MIN.) ABOVE PUMP FLANGE PLAN SLEEVE (2")-SEE SHEET 2 FOR INVERT PROVIDE 2 FLOATSS_ FLOAT NO.1: PUMP ON/OFF-ABS FLOAT PROVIDED WITH PUMP ABS PL-EF 04W PUMP ,4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANAL WITH 2" DISCHARGE n PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT p O N QO M ACME PRECAST CO. INC., FALMOUTH, MA. (508) 548-9607 PUMP DETAIL "48 Liquid Level,.....,_ N.T.S, U FF EL,-7.3t PLACE 40 MIL POLY LINER 5' OUTSIDE S.A.S. _ g^ I TOF EL.=6L TOP EL,=6.2, BOTTOM EL.-2.5 4 TO L.-7.2 (/MIN. PROPOSED GRADE (1.5' MOUND) f�1 SLOP1 ) 4:1 SLOE "" -`.a,- __. 3• 6BREAKOUT EL.m6.2rSECTION A— EE BOTT. EL.m2,7 12' p' a ACME "NEW STYLE" 1500/500 H-�20 ST/PC I-�— SECTION AA H--20 SEPTIC TANK/PUMP CHAMBER 150OZ500 CULTEC CONTACTOR FIELD DRAIN C-4(HD) MODEL FD C-4 R STARTER 4" DIA. INSPECTION PORT BUOYANCY CALCULATIONS 21 6-4" POLYSEAL OUTLETS SMALL RIB LARGE RIB INo o o n n H--20 SEPTIC TANK. CHAMBER '2 „Z 1-4" POLYSEAL INLETS y BOTTOM OF UNIT EL,= (-1.9) o o HIGH GROUNDWATER EL:=2,47 (OBSERVED HIGH) -4 E MIDDLE/END MODEL FD C BUOYANCY FORCE PER FOOT OF DEPTH: _ -r- 13.0' x 7.0' x 1' x 62.4 lbs./cu.ft. = 5678.4 Ibs. N a' to SMALL RIB LARGE RIB 48 a MAX, DISPLACEMENT = 2,47 - (1.90) = 4.37' o u? MAX, UPLIFT PRESSURE = 4.37' X 5678.4 Ibs/ft = 24,814.E Ibs. °J o . " _T AMA WEIGHT OF UNIT EMPTY = 34,700 Ibs. WEIGHT OF FILL OVER UNIT: - Top View Section 12" TOP = 7.0' x 13,0';x 1' x 110 Ibs./cu,ft. = 10,010 Ibs. N -+ COMBINED WEIGHT = 34,700 Ibs. + 10,010 Ibs, = 44,710 lbs, WIGGINS DB-6 OR EQUAL 8 5' 44,710 Ibs > 24,81F4 Ibs O.K. DISTRIBUTION BOX „ 4" oIA. 8.0' , DOSING & STORAGE REQUIREMENTS N.T.S. 8i5 8L5 Vg�gSMALL DESIGN FLOW: l330 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) RIB LARGE RI i 330 4 82.5 GALLLONS/CYCLE PROPOSED I/A SEPTIC SYSTEM UPGRADE DISTANCEUI F BETWEEN LO 7g" PUMP ON AND PUMP OF FLOATS: 1084 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA 82.5 GAL/CYCLE,-= 125 GAL/FT = 0.66 FT/CYCLE Prepared for: Centerville LLC, 1645 Newtown Road, Cotuit, MA CULTEC CONTACTOR FIELD DRAIN C-4 CHAMBER STORAGE 1.692 Cr/FT ALL CONTACTOR FIELD DRAIN C-4HD HEAVY DUTY UNITS ARE MARKED KITH A COLOR STRIPE FORMED INTO TH£PART ALONG TH£ LENGTH OF THE CHAMBER. STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO. CULTEC,Inc. STORAGE PROVIDED: Eastbound P.T.M. 107-07 PH: (203) 775-4416 EnglneeringA'orks Landsurvednj, Inc. N.T.S. _ P.O.Box260 PH: (800) 4-CULTEC CULTEC Contactors and RechargerS INV.(IN) EL:2.60 -- PUMP ON EL:(-0.07) =2.67' 12 West Crossfield Road P.O. Box 4422 DATE CHECKED SHEET NO. 878 Federal Road FX: (203) 775-1462 Plastdc Sep do and Stormwater Chambers STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.8 GALLONS Forestdole, MA 02644 Forestdole, MA 02644 SmWeld CT08804USA www.cultee.com CULTEC (508) 477-5313 (508) 477-4511 6/25/07 P.T.M. 3 of 3 ' WE LEG ST EN D� '' x 4.9� x 4 138 PROPOSED CONTOUR I � 138 PROPOSED SPOT GRADE ' j a. Narf�a Rive EXISTING CONTOUR I LOT 40 ---11 U --- � cc cc ` �rt ear"Ra.HPpch LOCUS x 5.65 EXISTING SPOT GRADE I .`1AJSESSU�✓ MAP 206 b r- Road PARCEL 129 N I ` n9 Beach BAYBERRY BUSH 5,079t5.F. j /cs x 5.74 Centerville Harbor PROPOSED BLDG. EXPANVON j S^� LOCUS MAP N.T.S. { (SUPPORTED ON SONO-TUBE5) DRIVEWAY R.O.W. AS SCALED FROM PLAN ( ..............._..............._:...:...:.. ...................................... ......I ... ............... ....................... �. 4.97 ;............................................._................. f f - -- •----- -- ---- � i ,��.......I............ t .............................................. �`�.��, l u+ ......................... ............ ....................................... ............. �� tV�✓ t 4.92 l �tioF�opo� { X��.r' 76" C� '8aJ 6 I ! Z% 91 S' / 5.64 x MWF05ED EDGE OF BLDG. 8' � � l 5.84 �. � � 19 � 4� x5.0 40, r- 45.6 PROP05ED RET. WALL TOP EL: 8.50 BOTT. EL: EXI5TING PROP05ED BAYBERRY BU5H e 5.16` �� ``. , SPACED 3aO.C. ciYP.) PROPOSED LANDSCAPING PLAN TO 5URROUND RET. WALL 1084 CRAGVILLE BEACH ROAD, CENTERVILLE, MA cti Cotult v MA � � "y� i •, r�°.J c� Prepared for: Tom Capizzi, 1645 Newtown Road, , ry y r,,47 +�. Engineering by: ��Stbound SCALE DRAWN JOB. NO. O ✓ .� �� \ Engine®ring Works Landsurveying, Inc. 1"=10` P.T.M. 08-04 5,F ` 12 West Crossfield Road P.O. Box 442 DATE SHEET NO. Forestdale, MA 02644 Forestdole, MA 02644 (508) 477-5313 (508) 477-4511 1/6/05 P.T.M. 1 of 1 i i f WEs-r _. ROBT. & ROBT. JR. STEWART �9`1 PIRANA ABG, INC., Sludgehammer MODEL P-46 MAP 206, PARCEL 128 ' TO BE INSERTED INTO TANK — PROVIDED BY EXISTING GAS SVC. x 6.14 ° MUDDY WATERS ENVIRONMENTAL, 508-888-6021 (SEE NOTE 10) I 5 6702542" E '° $ ACME 1500/500 H-20 "NEW STYLE" j I Rr SEPTIC TANK/PUMP CHAMBER WITH 78.77 A55E550R5 MAP 20G e ,w y� . WATERTIGHT SLEEVES ON INLET & I I��.; q °�e c:. • � `" �c LOCUS OUTLET PARCEL 129 3 H-20 FRAMES & COVERS TO GRADE C� G W MONITORING WELL INSTALLED �` �• '� � `on 80ocn ao, F a �. 1 5.079t5.F. i BENCHMARK SET I Q CTR. OF WTR. SVC. f, c'e CenYerwlle Harbm j t MANHOLE COVER EL.-5.64 (NGVD '`4� A D. 1 BLOOM LOCUS MAP N.T.S. I /�/� LEGEND - _ - • , � MAP206 PARCEL 31 � DRIVEWAY R.O.W. AS I SCALED FROM PLANT 4. a7 TIP-2O� ---�-1€0- ---- EXISTING CONTOUR r' Y 5.P3,5 EXISTING SPOT GRADE %45 {0• �/. /l /'�/, / ---{6}----PROPOSED CONTOUR �.�• // / ,/ ' ,' 7.2 PROPOSED SPOT GRADE �� h�L' O { //'' ✓ / i/ `" W EXISTING WATER SVC. f 1,1EXIS7ING 2—BR'//'�// G EXISTING GAS SVC. ;DWELLING% / TIP-3 ;'SILL EL. = 7,32 / OH W— EXISTING OVERHEAD WIRES /' T.0.F,=6.5t�' �' 0�` O � TEST PIT t , x;'w U i r`" //�,/ ,'',/ VARIANCE REQUESTS ftf f ✓.;'✓/ ' ;rr f� ', r' 310 CMR 15.405(a)(b)(h)&(j)— CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 4' variance, S.A.S. to side property line, for a 6' setback. ! C� 0 C r ///// /' 2) A 6' variance, S.A.S. to abutting crawl space, for a 14' setback. �FJ �� i �M 3) A 13' variance, S.A.S. to crawl space wall, for an 7' Setback, 4) A 2' variance to the required 5' sepataion between maximum seasonal high groundwater elevation and bottom of S.A.S., for .C r 4 x: \ r a 3' separation. Request Remedial Approval Usage of a Pirana ,S \ (� � .� ` + {4 ABG Inc., Treatment Unit, Sludgehammer Model P-46. O 0" / ��\ �;\O� \ 5) A reduction to the requirement of a 12" separation between inlet SLEEVE SEWER AT \ \ r O O & outlet pipes servicing the septic tank/pump chamber and high x. WITH WATER SVC. �'' '� \ S \ €; - ' ' groundwater, for a 4.5" separation. Watertight sleeves shall be \�O �\ preinstolled on septic tank and pump chamber. ' o ,� ,p `. S '�1 \ HOUSE #1078 2�6 '?S�• \ \ A LINDA L. TETREAULT FLOOD PLAIN DATA gyp` rL AP 206, PARCEL 130 C /—\, 2 FIRM PANEL #250001 0008 D t SED: JULY 2, 1992 Nde ar,ZON A10 (EL 11) EXISTING GAS 'SVC. & OVERHEAD WIRES o PAN REVISION /�` (SEE NOTE 10) 1/3/07 — RE O SIGN COMPLETE SEPTIC SYSTEM STRIPOUT ��P� q�yG POSED I/A SEPTIC SYSTEM UPGRADE q SEE NOTE 11, SHEET 2 o PETER T. F 1084 CRAIGVILLE BEACH ROAD CENTERVILLE MA -. ti;.y: ;f �., 40 MIL POLY LINER MCENTEE ' } ice` `. O SEE SEPTIC PROFILE, 'SHEET 2 CIVIL �' Prepared for: Centerville LLC, 1645 Newtown Road, Cotuit, MA , C ­47 ! No. 35109 Engineering by: Surveying by: SCALE DRAWN JOB. N0. Eastbound Englneeringl�orl� Landsurveying, Inc. 1"=10' P.T.M. 107-07 ' `" EXISTING CESSPOOLS �� 12 west Crossfield Road 22 JOSEPH GRAZIOSI w. , AL P.O. Box 44 DATE SHEET N0. MAP 206, PARCEL 100 v TO BE REMOVED? Forestdale, MA 02644 Forestdale, MA 02644 ( JQ� (508) 477-5313 (508) 477-4511 6/25/07 P.T.M. 1 of 3 NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER PROVIDE RISERS WITH METAL FRAMES & COVERS OVER EACH ACCESS MANHOLE SHALL BE PLACED 5' OUTSIDE THE S.A.S. AS AND SET TO FINISH GRADE. COVERS MUST SHOWN ON THE PLAN AND SET LINER BETWEEN 110 VAC BE WATERTIGHT AND SECURED. E L.=6.3 AND E L.=2.5 F.G.EL: 5.02(Min.) F.G. EL: 7.5:E FINISH GRADE: 7.2(MIN.)-7.5(MAX.) INSTALL AIR PUMP IN A WATERTIGHT BASIN MAINTAIN 2% MIN SLOPE OVER LEACHING AREA USE SPEED LEVELERS INSPECTION PORT `s PROVIDE RISER W/COVER OVER D-SOX TO BE INSTALLED CRAWL SPACE SET TO WITHIN 6"' OF FINISH GRADE L =7' (MAX.) ON END UNIT 4" SCH 40 PVC L=15t TOP EL.=4.27 HIGH G.W. SCH 40 PVC 4" SCH 40 PVC EL.=2.47 2 MAIN ® S= 1% (MIN.s . . o .S= 2% MIN. FORCE( ) 10•' V6111 10 3" TO INVERT 3 ROWS OF 3-CULTEC C-4 UNITS x 8'/UNI7m24' PRE-INSTALLED T 5 ARE TO BE PRE-INSTALLED D-BOX WATERTIGHT �€ INV.=5.75 (USE C-4 HD UNITS - H-20 RATED) a SLEEVE (4") 4 SCH 40 PVC } SLEEVE (4-) TEE SHALL NOT INV.=2.85 EF LY �Nr / EXTEND BELOW 01 A SORPTION SYSTEM (PROFILE ILr INV.=2. 5 S � -_--( R zADEL OR EQUAL ` INV.=5.99 FLOW LINE (special INV.=5.82 SludgeHammer * I n•r.s. MODEL P-46 • BOTT. EL.= -1.90 i INV.=2.60 INSTALL ONE LENGTH OF ''4 SCH 40 PERFORATED PVC CULTEC NO. 410 FILTER FABRIC ESTABLISH VEGETATIVE COVER PIPE AT EACH INLET TO EXTEND THROUGH STARTER UNIT BACKFILL WITH CLEAN SAND P MBIN MODIFICATION NATIVE OR PERC sAND) MODIFY INTERIOR PLUMBING EFFLUENT FILTER SHALL BE tNSTSALLED ON OUTLET WITH CAPPED END. HOLES SHALL BE FACED DOWNWARD. ( TO EXIT HOUSE AT LOCATION TO AS MANUFACTURED BY ZABEL OR EQUAL. 12" SHOWN ON PLAN. SET INVERT (See Pump Detail, Sheet 3 of 3) BREAKOUT=TOP OF UNIT AT CRAWL SPACE WALL AT, 100f00 GALLON SEPTIC TANK/PUMP CHAMBER TOP of CHAMBER ELEv.=6.2 OR ABOVE INV. EL.=3.25 INV.ELEV.=5.75 BOTTOM ELEV.=5.50 - IIIIIIII EXISTING * Manufacturer: Pirano ABG, Inc., 336 Division Rd., Petoskey, MI 49770 SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND 48" (TYPICAL) SUITABLE Supplier: Muddy Waters Environmental, 18 Route 6A, Sandwich, MA 02563 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 3' MIN. ABOVE BOTTOM OF SOILS Telephone: (508) 888-6021 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=12.0' SEPTIC SYSTEM PROFILE MSWGW EL: 2.47 USE 3 ROWS OF 4-CULTEC C-4 FIELD DRAIN UNITS & WITH NO SEPARATION BETWEEN EACH ROW NO STONE N.T.S. $OIL ABSORPTION SYSTEM (SECTION) (SEE ALSO, SECTION AA, SHEET 3) GENERAL NOTES: SOIL LOG DESIGN CRITERIA NUMBER OF BEDROOMS: 2 BEDROOM 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL TEXTURAL CLASS: CLASS I BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: NOVEMBER 3, 2003 DATE: APRIL 26, 2007 (P#11,716) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: DAVID MASON IRS, CSE SOIL EVALUATOR: PETER T. McENTEE C.S.E. DESIGN PERCOLATION RATE: 2 MIN/IN OF THE STATE ENVIRONMENTAL CODE, TITLE v, AND ANY APPLICABLE INSPECTOR: SAM WHITE-HEALTH AGENT WITNESS:' DONNA MIORANDI DAILY FLOW: 220 G.P.D. LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW UNDER "VARIANCE REQUESTS" ON SHEET 1. BARNSTABLE B.O.H. BARNSTABLE B.O.H. AGENT DESIGN FLOW: 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elev. TP-� De to TP-3 Depth GARBAGE GRINDER: NO TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE TP-1 2 th Elev. _•_•,(?., EIev. -�-- PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES DESIGN ENGINEER. 5.6 9 O" 63 A SANDY L 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING A SANDY LOAM r 5LOAM O 5.J2 A SANDY LOAM 0 LEACHING AREA REQUIRED: (33U) 445.9 S.F. 10YR 4/3 10YR 3/3 1OYR 3/3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 5.30 4" 5.19 4" 74 ENGINEER BEFORE CONSTRUCTION CONTINUES. 4.$6 B 10" 61 SANDY LOAM B1 SANDY LOAM USE 3 ROWS OF 3 CULTEC C-4 UNITS WITH NO STONE 5. ALL ELEVATIONS BASED ON NGVD ELEVATIONS. LOAMY SAND 10YR 4/6 10YR 4/6 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 5/4 4A6 62 8" 4.96 8" FOR AN SAS HAVING THE DIMENSIONS' 12 0' x 24 0' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 3.94 C 21 LOAMY SAND C BOTTOM AREA: (GENERAL USE APPROVAL FOR 6.7 SF/LF OF C-4 UNIT) U HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/6 10 3 UNITS x 8.0'/UNIT = 24.0 FT 4.63 12" MED. SAND 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C 22„ 2.5Y 7/2 3 ROWS x 24.0'.x 6.7 SF/LF = 482.4 SF 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED, SAND DESIGN FLOW PROVIDED: 0.74(482.4 S.F.) = 357.0 G.P.D. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MEDIUM 2.5Y 7/2 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SANDPROPOSED I/A SEPTIC SYSTEM UPGRADE DIRECTED BY THE APPROVING AUTHORITIES. 2.5Y 7/2 2.47 LUNAR HIGH G.W 2.47 LUNAR HIGH G,W: 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 2.13 OBSERVED C,W 42" 2.15 OBSERVED G.W 40.5" 1084 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. -0 98 -0.37 72" -0.48 72" Prepared for: Centerville LLC, 1645 Newtown Road, Cotuit, MA 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE 80' JOB. NO. SOILS IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND a PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering by: N,yin9 by: SCALE DRAWN PERC RATE < .. MIN/IN. ("C" HORIZON) Eastbound P.T.M. 107-07 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Et1g�119®f�f1QJ�OT�&4 Lendsurveying, Inc. N.T,S. NOTE: MONITORING WELL INSTALLED 12 West Crossfield Rood P.O. Box 442 DATE CHECKED SHEET NO, 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE G.W. MONITORED OVER LUNAR CYCLE 6/14/07 Forestdole, MA 02644 Forestdole, MA 02644 INSPECTED BY HEALTH DEPTARTMENT PRIOR TO BACKFILL. MAX. G.W. OBSERVED AT 7:30 AM EL.=2.47 (508) 477-5313 (508) 477-4511 6/25/07 P.T.M. 2 Of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT A� & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED FPROVIDE WATERTIGHT CONCRETEJSERBY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WITH SECURED COVER TO GRADWATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEELWITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM g 1/8" DIAMETER. / 1,760 LB, STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP, INV.(IN)=2.602" GATE VALVE (FIELD ADJUST FOR 20 GPM RATE) ✓ NOTES: 2"SCH. 40 DISCHARGE TO D—BOX 1. PROVIDE POLYMER WATERPROOF COATING. 2.. SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO., ALARM ON EL: 0.602" 90' ELBOW W/ 1/4" WEEP HOLE INC., 520 THOMAS B LANDERS RD. HATCHVILLE, MA 02536 PUMP ON EL: 0.07FOR SELF-DRAINING FORCE MAIN 3. PRE-INSTALL WATERTIGHT SLEEVES ON INLET & OUTLET, AS SHOWN (- L ON SEPTIC SYSTEM PROFILE. SHEET 2. PUMP OFF EL: -0.73 24" 2" SWING CHECK VALVE ____ SPECIFIED WEIGHT=34,700 LBS. BOTTOM OF 16 12 -oPUMP CHAMBER ' 2" SCH. 40 PVC DISCHARGE PIPE SLEs4�Lm WATERTIGHT A PUMP CHAMBER 3/16 VENT HOLE (MIN,) ABOVE PUMP FLANGE ( ) � PRE-INSTALLED WATERTIGHT SLEEVE (2")-SEE SHEET 2 FOR INVERT PROVIDE 2-FLOATS: ; PAN FLOAT NOA: PUMP ON/OFF-ABS FLOAT PROVIDED WITH PUMP ABS PL-EF 04W PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT--PROVIDED WITH ALARM PANAL WITH 2" DISCHARGE - — °rr PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT O 3" O N ACME PRECAST CO, INC., FALMOUTH, MA. (508) 548-9607 —III I! r� PUMP DETAIL k I � 48" Liquid Level o N.T,S, o - te!, F EL.=7.3t PLACE 40 MIL POLY LINER 5' OUTSIDE S.A.S. z 6 1 F EL.=6.5t TOP EL.=6.2, BOTTOM EL.=2.5 = M EL,=7.2 (MIN.) PROPOSED GRADE (1.5' MOUND) 7:1 SLOPE 4:1 SLOPE CL - I---- ---I ao 8'-L' - 3 6 EL.=5,7 BREAKOUT EL.�6.2 d ,SECTIoN 6.-s S��5!(�N A-uot! 1(—EXIST, GRADE BOTT.ELm2s T 7' 12' 0' Ia ACME "NEW STYLE" 1500/500 H--20 ST/PC SECT10N AA 5'----i H--20 SEPTIC TANK/PUMP CHAMBER 1500 500 CULTEC CONTACTOR MELD DRAIN C. 4(H!D) MODEL FD C-4 R STARTER 4" DIA. INSPECTION PORT BUOYANCY CALCULATLON.S 21 6-b4EAL " TS SMALL RIB LARGE RIB a o H-20 SEPTIC TANK PUMP CHAMBER 2" „Z 1TS �,�•, �33 ��,,�.•��� � j BOTTOM OF UNIT EL.= (-1,9) d�- !✓�11�:11L..lb JG1�L.1Fll.:llJ[.� HIGH GROUNDWATER EL.=2.47 (OBSERVED HIGH) MODEL FD C-4 E MIDDLE/END ° ° o BUOYANCY FORCE PER F007 Of DEPTH:13.0' x 7.0' x 1' x 62.4 lbs./CU.ft. = 5678.4 lbs. N rnSMALL RIB LARGE RIB 48Y MAX, DISPLACEMENT = 2.47 - (1,90) = 4,37' p 'L? MAX, UPLIFT PRESSURE = 4.37' X 5678.4 Ibs/ft = 24,814.6 lbs. oD WEIGHT Of UNIT EMPTY 34,700 lbs, To 7 View Section. �} WEIGHT OF FILL OVER UNIT: N 12" TOP = 7.0' x 13.0' x V x 110 Ibs./Cu.ft. = 10,010 lbs, ° COMBINED WEIGHT = 34,700 lbs. + 10,010 lbs. = 44,710 lbs. WIGGINS DB-6 OR EQUAL g 5' 44,710 Ibs > 24,814 lbs U.K. DISTRIBUTION BOX 3„ 4" DIA. 8.0' DOSING & STORAGE REQUIREMENTS N.T.S. DESIGN FLOW: i 330 GPD 8!5 8!5 ° ° ° DOSING REQUIRED 4 CYCLES/DAY (SAND) f SMALL RIB LARGE RI&j 330 -°r 4 = 82.5 GALLEONS/CYCLE PROPOSED I/A SEPTIC SYSTEM UPGRADE DISONTANDEPUMPUIRED OFFF FLOATS:BETWEENPUMP 1084 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA CULTEC CONTACTOR FIELD DRAIN C-4 CHAMBER STORAGE = 7,692 CF/FT 82.5 GAL/CYCLE t-4- 125 GAL/FT = 0.66 FT/CYCLE Prepared for: Centerville LLC, 1645 Newtown Road, COtUit, MA ALL CONTACTOR FIELD DRAIN C-4HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF 7HE CHAMBER. STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO. CULTEC,Inc. STORAGE PROVIDED: Eastbound P.T.M. 107-07 PH: (203) 775-4416 EngineeringliDorka Landsurve$ying, Inc. N.T.S. P.O.Box280 PH: (800) 4-CULTEC CULTEC ContactorO and Recharge* INV.(IN) EL:2.60 - PUMP ON EL:(-0.07) =2.67' 12 West Crossfield Road P,0. Box 44 DATE CHECKED SHEET NO. 878 Federel Road FX: (203) 775-1462 Plas�c Septic and Stormwater Chambers STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.8 GALLONS Fores(508)dale, 53 02644 (508)dale, 45 02644 6 25 07 P.T.M. 3 Of 3 grooldleld CT USA www.cultec.com CULTEG (5oe) 477-5313 (508) 477-4511 WEST 4 LEGEND c EXISTING GAS SVC. x 6,14 ,,�,Ns`a 138 PROPOSED CONTOUR i i (5EE NOTE 10) PROPOSED SPOT GRADE S 67°2542" E 13 8 Q 78.77' EXISTING CONTOUR LOT 40 PROPOSED SEPTIC TANK/ U p „ „a j r LOCUS X 5.65 EXISTING SPOT GRADE ( i 5,4A55E50R5 MAP 206 b PUMP CHAMBER PARCEL 129 N 5.k, „ 000c" Road bl TEST PIT _ , -�_---- DRIVEWAY R.O.W AS I @�� X 5.74 7 N Centerville harbor \� SCALED FROM PLAN ( FROF05CO BLDG, EXPAN51ON ON SONO-TUB a44 I (SUPPORTED LOCUS MAP N.T.S. GENERAL NOTES: ' ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �h h�. j 4.97 }� ���C ��1 "' / 1 BOARD OF HEALTH AND THE DESIGN ENGINEER. X 2 ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS J OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE RELOCATED `� � �y�Syr{�t�� LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: WATER SERVICE ' t „ .. �� ftK•;,' , r —LOCAL REGULATION VARIANCE REQUEST ✓ IST' CESSPOOL)�" 2 i 1) Variance Is requested from local regulation which requires (REMOVE) Y 0�' 4 feet of naturally occurring pervious material between water /J L� 3 table and bottom of soil absorption system. A mounded soil absorption system is proposed. 4.9 �f Q�ej0 t —310 CMR 15.211 MINIMUM SETBACK DSTANCES: PT IC �� 1) A 7' variance, S.A.S.(Rgserve Area) to front and side ,-�, ,R \� F� property lines, for a 3 setback. (41 &� / D ° 2) A 4' varianceh septic tank to side and rear property OCF��0, `�,i0 OF lines, for a 6 setback. X �, /�• 8 J 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ �BB TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE f 9S, DESIGN ENGINEER. MES 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 33� %.(((//�/(���� r�F�l1�C//'�r \/� J •3� ' ia M FROM THOSE ENGINEER BEFOREWCONSTTRUOCTIONALL BE CONTINUESORIEn TO THE DESIGN 5. ALL ELEVATIONS BASED ON NGVO. / _ / �. . \ \ ^� o�/� VE�� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF +r3 �, Y. w \ \ \, ip� p. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF h HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I0f 0) 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER, ji 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 9• ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE LANDSCAPED AS 5,84 ` �Q� 9 \ x 5.0;a �� y� \ ' / o� PETER T. AGREED UPON BY OWNER AND CONTRACTOR. `\ \ $ O / McENTEE 10. LOCATIONS SHOWN OF EXISTING UTILITIES ARE APPROXIMATE. IT \ F PROVIDE CONCRETE THRUST o L„CIVIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY r I \ ti / BLOCKS AT ALL BENDS(IYP.) '�. I X., ..,� , r� ;"��D c' 9 UNDERGROUND UTILITIES PRIOR TO STARTING yy B F C' S' TF' No. 3510 THE LOCATION OF ALL UNDE \ M�( " CONSTRUCTION AND COORDINATE RELOCATION OF ANY UTILITY �'•, 1 `�2° �� '' \. `Y} •�.5 h /: PROPOSED RET. WALL WITH THE APPROPRIATE UTILITY COMPANY. 26,/ \1gP / TOP EL: 8.50 FSSI N l �'�� 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS C Op g/9 BOTT, EL: EXISTING Q IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. .F AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). J J (5EE ATTACHED DETAIL) -SkIT11d"' PLAN REVISIONS 6/3/04 1. Revise variance requests. EXISTING GAS SVC. 4 OVERHEAD WIRES 2. Add Reserve Area `� 1 ~ ~\ (5EE NOTE 10) 8 27/04 1. Revise house plans and add um chamber. ry PROPOSED SEPTIC SYSTEM/SITE PLAN ZONINGI CLASSIFICATION: ZONE RD 1 084 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA SETBACKS: FRONT YARD=30' Prepared for: Tom Capizzi, 1 645 Newtown Road, Cotuit, MA 5,47 SIDE/REAR-10' Engineering by: Surveying by: SCALE DRAWN JOB. NO. Cis �a Engineering Works Eastbound 1"=10' P.T.M. 08-04 �O � �`� 4;, v+ \ FLOOD PLAIN DATA g Landsurveying, Inc. 12 West Crossfield Road P.O. Box 442 `� FIRM PANEL #250001 0008 D (ZONE B Forestdale, MA 02644 DATE SHEET NO. L�P ) Forestdale, MA 02644 REVISED: JULY 2, 1992 (508) 477-5313 (508) 477-451 t 2/27/04 P.T.M. 1 Of 3 1 L \\ 1 ` NOTE: TO PREVENT BREAKOUT, THE PROPOSED INSTALL INSPECTION PORT OVER A MINIMUM S.A.S. SHALL BE SURROUNDED BY A F.G. EL: 9.4t OF ONE DISTRIBUTION LATERAL, SET TO GRADE. RETAINING WALL LINED WITH A 40. MIL F.F. EL.=7.28 POLY LINER, AS SHOWN ON PLAN. F.G.EL: 5.7t F.G.EL:5.7t F.G. EL: 9.1 t FINISH GRADE 9.0� MAINTAIN 2% MIN SLOPE OVER LEACHING AREA INSTALL RISERS OVER INLET & OUTLET PROVIDE 20" RISER W/COVER OVER PROVIDE A 2' X 2' PATIO BLOCK AS A NO CELLAR + TO WITHIN 6" OF FINISH GRADE PUMP TO WITHIN 6" OF FINISH GRADE L =1 1, (MAX.) SPLASH PAD AT INLET OF EACH CHAMBER 4" SCH 40 PVC ' 4' SCH 40 PVC 2' SCH 40 PVC 6 0 S= 1% (MIN.) 6" EFF. FORCE MAIN DEPTH Im' e ® S= 2% (MIN.) 10 10 1 a° INV.=3.70 *: 24" 2.6'� 1 UNIT® 6.3' 2.6' TEE'S ARE TO BE INV, ELEV.=7.38 D—BOX INV.ELEV.=7.08 a..•,.. 4' SCH 40 PVC 18 INV.=3.25t 12" INV. ELEV.=7.21 EFFECTIVE LENGTH = 11.5' INV.=3.50 TEE SHALL NOT EXTEND BELOW FLOW LINE USE 3 ROWS OF 1-STANDARD INFILTRATOR CHAMBERS (H-20) IN SERIES SURROUNDED W/STONE TO FOR A 11.5' X 26.2' S.A.S. INV.=3.25 GAS BAFFLE TO BE INsrsALLED ON SOIL ABSORPTION SYSTEM (PROFILE) OUTLET TEE AS MANUFACTURED BY N.T.S. TUF-TITE, ZABEL, OR EQUAL (See Pump Detail, Sheet 3 of 3) 2" LAYER OF1/8"-1/2" DOUBLE 150Of500 GALLON SEPTIC TANK/PUMP CHAMBER BREAKOUT ELEV.=7.58 WASHED STONE BOTTOM ELEV.=6.50 3/4"-1 1/2" DOUBLE SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND WASHED STONE TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' 2.8 4.9'(TYP.) 2.8 4 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 51 MIN. ABOVE BOTTOM OF EFF. WIDTH = 26.2' MAX. SEASONAL HIGH G.W. SEPTIC SYSTEM PROFILE HIGH G.W. EL: 1.47 - SOIL ABSORPTION SYSTEM (SECTION N.T.S. SOIL LOG N.T.9. DATE: NOVEMBER 3, 2003 �P��� MA�fq` SOIL EVALUATOR: DAVID MASON IRS, CSE DESIGN CRITERIA o�a� PETER T. mil'✓ INSPECTOR: g McENTEE BARNSTABLE B.O.H. NUMBER OF BEDROOMS: 2 BEDROOMS o CIVIL Elev. TP— 1 Depth 1 SOIL TEXTURAL CLASS: CLASS I' No. 35109 0 0 0 0De, FG� F. 0 0 0 0 0 0 0 foo-000000000000000000 5690„ DESIGN PERCOLATION RATE: <2 MIN/IN ST�, A A SANDY LOAM DAILY FLOW: 220 G.P.D. S �1G S10NAL "--`� h'� 28" I 10YR 4/3 DESIGN FLOW: 220 G.P.D. 28 -�{ 4.86 6 1011 GARBAGE GRINDER: NO �IZ-1l LOAMY SAND PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY Closed End Plate Open End_ Plate 3.9.4 10YR 5/4 21 LEACHING AREA REQUIRED: (220) = 297.3 S.F. C 11 .74 OL USE 3 ROWS OF STANDARD INFILTRATOR UNITS (TOTAL=3) i.47 -� IN A 1 1.5' x 26.2' FIELD CONFIGURATION AS SHOWN Z MEDIUM SIDEWALL AREA: NOT APPLICABLE 6,, SAND BOTTOM AREA: 1 1.5' x 26.2' = 301.3 S.F. 2.5Y 7/2 TOTAL AREA: 301.3 S.F. 75t I - „ �-- 34" -1 I-►-j" -0 9,8 80, DESIGN FLOW PROVIDED: 0.74(301.3 S.F.) = 223,0 G.P.D.I -�{ 1 1.25 Side View End View PERC RAf,E1< 2 MIN/IN. ("C" HORIZON) F1084 ROPOSED SEPTIC SYSTEM SITE PLAN M MAX. SEASONAL HIGH G.W. EL: 1.47 AS RAIGVILLE BEACH ROAD, CENTERVILLE, MA STANDARD INFILTRATORS, H-20 LOADING DETERMINED BY OBSERVATIONS OF G.W.LEVELS AT LUNAR HIGH AND LOW TIDES, ed for: Tom CapiZZi, 1645 Newtown Road, Cotuit, MA INFILTRATOR CHAMBERS JANUARY/FEBRUARY, 2004. Engineering by: Surveying by: SCALE DRAWN JOB. N0, NO GROUNDWATER ADJUSTMENT APPLIED DUE Eastbound P.T.M. TO PROXIMITY OF LOCUS TO TIDAL AREA, LESS Engineering Landsurveying, Inc. N.T.S. 08-04 N.T.S. THAN 300'FEET. 0 12 West Crossfie Road P.O. Box 44 DATE CHECKED SHEET NO. Forestdole, MA 2644 Forestdale, MA 02644 (508) 477-5313 (508) 477-4511 2/27/04 P.T.M. 2 of 3 i �. INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON NEMA 4 JUNCTION BOX CORROSION RESISTANT CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. BUOYANCY CALCULATIONS & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED HOISTING CABLE 709 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE 1/8" DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT Septic Tank/Pump Chamber U.nit 2"BALL VALVE w/ UNIONS SCH. 80 PVC BOTTOM OF PUMP CHAMBER EL.= —1.25 INV.(IN)=3.50 (SEPTIC TANK) GEORGE FISHER CO. MODEL NO. 560 HIGH GROUNDWATER EL.=1.47 INV.(IN)=3.25 (PUMP CHAMBER) 2"SCH. 40 DISCHARGE TO D—BOX BUOYANCY FORCE PER FOOT OF DEPTH: ALARM ON EL: 1.25 2"SCH. 40 TEE w/ CLEAN—OUT CAP 6.67' x 12.17' x 1.0' x 62.4 Ibs/cu.ft. = 5,065.3 Ibs/ft MAXIMUM DISPLACEMENT = 1.47—(-1:25)= 2.72' PUMP ON EL: 0.75 PROVIDE 1/4" WEEP HOLE IN DISCHARGE MAX. UPLIFT PRESSURE = 2.72' X 5,065.3 Ibs/ft = 13,777.6 Ibs. PUMP OFF EL: 0.25 PIPE FOR SELF—DRAINING FORCE MAIN WEIGHT OF EMPTY PUMP CHAMBER = 26,176 Ibs. 6 BOTTOM OF 24 t8 WEIGHT OF SOIL OVER SEPTIC TANK/PUMP CHAMBER (9" COVER): PUMP CHAMBER 1 12" 2" BALL CHECK VALVE SCH, N PVC 6.67' x 12.17' x 0.75' x 110 Ibs/cu.ft. = 6,697.0 Ibs 100 P.S.I. FLOWMATIC MODEL No. 208S COMBINED WEIGHT = 26,176 LBS. + 6,697 LBS. = 32,873 LBS. ELEV.= —1.25 PROVIDE 2— WIDE ANGLE FLOATS: 2" SCH. 40 PVC DISCHARGE PIPE FLOAT NO.1: PUMP ON/OFF (BARNES 073618) 32,873 LBS. > 13,778 LBS. O.K. FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) BARNES SE411 PUMP .4 H.P. 115 .IV 2" DISCHARGE PASSING 2" SOLIDS DOSING & STORAGE REQUIREMENTS PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 DAILY FLOW: 220 GPD PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 DOSING REQUIRED: 4 CYCLES/DAY (SAND) 220 a 4 = 55 GALLEONS/CYCLE PUMP DETAIL DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: N.T.S. 55 GAL/CYCLE a.125 GAL/FT = 0.44 FT/CYCLE (SAY 0.5') 20" Dia. Covers (Typ.) 4" Dia. outlets STORAGE REQUIRED ABOVE WORKING LEVEL: 220 GALLONS 4" Dia. Inlets 8" I STORAGE PROVIDED: — O O INV.(IN) EL:3.50 — PUMP ON EL:0.75 =2.7577, ' STORAGE PROVIDED — 2.75' X 125 GAL/FT = 343.7 GALLONS e 4" 6'-2" 4'-7 48" Liquid Level 7 6" SECTION 5 3-5" DIA. INLETS 5-5" DIA. OUTLETS i 7 1/2' S � G � y PETER T 2' FORCED INLET . 12'-2" 2„ W/ VERTICAL TEE is 1/2' McENTEE 4 GRAVITY CIVIL OUTLET(TYP.) No. 35109 3 - 20" Dio. Covers 0 SZFR``� BONA NV\ 6'-8' p FILL SIDE KNOCK—OUTS O O Section WITH MORTAR Top View DISTRIBUTION BOX 4" Dia. Outlets EEngineeringWorks ROPOSED SEPTIC SYSTEM SITE PLAN NOTES: PLAN N.T.S. 1. UNIT SHALL BE SEALED, WRAPPED & MADE WATERTIGHT. CRAIGVILLE BEACH ROAD, CENTERVILLE, MA 2. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. ared for: Tom Capizzi, 1645 Newtown Road, Cotuit, MA 1500/500 GALLON CAPACITIES (H-20) by: Surveying by: SCALE DRAWN JOB. NO. SEPTIC TANK/PUMP CHAMBER Eastbound ngWorks N.T.S. P.T.M. 08-04 ssfield RoadLandsurveying�, Inc. P.O. Box 442 MA 02644 Forestdole, MA 02644DATE CHECKED SHEET N0. N.T.S. 5313 (508) 477-4511 2/27/04 P.T.M. 3 of 3 : X, f ytI-1 H DT �r - H- 1 j ULI FM EEL] i 4fl ol y Irl t� ,. r t ! /n}7- G L� 1/,/1 1 ©/l Y_;j��! 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