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Home My WebLink AboutCorrespondence - 858 JOHNSON STREET 5/23/2013 INC. PROFESSIONAL , I EF, , AND f S LIR C5 VE „S I )SUM N �TRENd AWEi A 01830 Trr Ga+a 78- MENO To. Susan Sawyer/Jennifer Hughes Frown: Philip Christiansen CC: oat : May 23, 2013 R : 858 Johnson St changed the plan slightly so that the work would be farther from the wetlands. I changed to the low profile chambers which are only 8 inches high. This change allowed installation of the chambers without having to change the surface topography for breakout and enables the chambers to be installed in the parent soil without excavation of the top and subsoil 5 feet around the system. Jennifer said that wetland flag 1 was missing so I had Leah Basbane go back out. She established a new flag 1 and also a flag 0.The plan shows those flags. Additionally Leah did two soil probes in the brush pile and found the soil to be upland soil RECEIVED HEM (a ,u°� I E T r • North Andover Health Department Community Development Division May 24, 2013 Phillip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 858 Johnson Street(Map 107A,Lot45) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated April 25, 2013 and received on May 23, 2013 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Please reference the Lake Cochichewick watershed in the notes on sheet 1 (NA 3.2). 2. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section 1(3) of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. 3. The design plan references two different Infiltrator Chamber models (High Capacity and Standard Low Profile). It appears the design is based on the Standard Low Profile model. Please modify the design accordingly to correct the discrepancy. 4. Please indicate if the existing garage adjacent to the leaching facility has a slab foundation. If so, it must be 10 feet away from the proposed leaching facility. 5. It appears the existing dwelling is proposed to be removed and a new dwelling constructed. However, the design plan indicates the existing dwelling to be razed. Please clarify this note. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 6. The leaching detail on sheet 1, indicates a trench length of but the design calculations indicate a trench length of 48'. The detail also indicates 11 bers per row but the design calculations indicate 12 chambers per row. 7. On the profile view on sheet 1, the pipe from the D-box should be connected to the inlet of the chamber. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Susan Y. Sawyer, REHS/RS Public Health Director cc: Stephen Franciosa File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 r Blackburn, Lisa Emmaus From: Sawyer, Susan Sent: Tuesday, May 28, 2013 3:27 PM To: Lois Christiansen Cc: Blackburn, Lisa Subject: 848 johnson Hi Lois, I would like to offer to not have another tree cut down, by asking if we can do two things via email Rather than printing out a new copy, could you put in writing answers to the following; Or request and give approval to change the plan I have. I will leave it to your discretion. Thank you Susan 1. Please reference the Lake Cochichewick watershed in the notes on sheet 1 (NA 3.2). 2. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section 1(3) of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. 3. The design plan references two different Infiltrator Chamber models(High Capacity and Standard Low Profile). It appears the design is based on the Standard Low Profile model. Please modify the design accordingly to correct the discrepancy. 4. Please indicate if the existing garage adjacent to the leaching facility has a slab foundation. If so, it must be 10 feet away from the proposed leaching facility. Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawver@townofnorthandover.com Web www.TownofNorthAndover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from nwnicipal offices and officials are Public records.For more information Please refer to:httl)://www.sec.state.ma.us/pre/preidx.htm, Please consider the environment before Printing this email. 1 • • LEDI • North Andover Health Department Community Development Division May 30, 2013 Stephen Franciosa 8 Newell Farm Drive West Newbury, MA 01985 Subsurface Sewage Disposal System Plan for 858 Johnson Street,North Andover, Massachusetts Map 107A Lot 45. I Dear Mr. Franciosa, The North Andover Board of Health has completed the review of the septic system design plans for the above referenced property, submitted on your behalf by Christiansen& Sergi, Inc. dated April 25, 2013, last revised on May 24, 2013 and received May 28, 2013. The design has been approved for use in the construction of a new onsite septic system for a 4-bedroom (max 9-room) home. This plan is good for 3 years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is also subject to the following conditions: I. Prior to the issuance of a Disposal Works Construction permit the following must be submitted. a. A Foundation plot plan in a V= 20' scale; the same as the approved plan ,vA Floor plans of the proposed home 2. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 3. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector Page 1 of 2 North Andover Health Department, 1600 Osgood Street. Building 20, Suite 2035, North Andover, MA 01845 Phone: 978,688.9540 Fax: 978.688.8476 858 Johnson Street May 30, 2013 and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincer , Susan Y awy HS/RS Public Healt irector cc: Christiansen& Sergi, Inc. file Encl. copy of the approved Installers List for N.A. Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476