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HomeMy WebLinkAboutCorrespondence - 196 SUMMER STREET 10/19/2011 elleChieie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, October 19, 2011 12:31 PM To: Bill Dufresne (wrdufresne @comcast.net) Cc: Sawyer, Susan Subject: 196 Summer Street- Septic Approval - REVISED- 10.19.11 Attachments: 196 Summer Street-Septic Approval-REVISED-10.19.1 1.pdf To: Bill Dufresne Re: 196 Summer Street—Mark Joslow-Homeowner Hi Bill, Attached is a revised letter regarding the septic plan approval for 196 Summer Street. I do not have an email for the homeowner,so his has been sent only via regular mail. This correspondence includes the 9b form. I apologize for the missing information the first time around. Please call the office with any questions. Thank you,and have a great afternoon. :) a w Parnela ell(Whiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA 01845 Office-978-688-9540 C� Fax-978-688-8476 Email-}<tc_Il�e,llr eta i rte�yv.lscr4no�tltatldc va.�_crtst �Lh Wehsite htt 1 ,_svltivrtb>ssrfrrostdt,nalovcr.ar°n1 ptg4° farlle "We t uri new,, t1ee the palh of our lifi! �we are loo bus)l jd,il,'ttsiD?,t., on the pebbles 1,9nGh'w our It el. 3 LED �ie1, • • North Andover Health Department Community Development Division October 19, 2011 (REVISED CORRESPONDENCE) Mark Joslow 196 Summer Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 196 Summer St, Map 38 lot 170 North Andover,Massachusetts Dear Mr. Joslow: 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 Merrimack Engineering Services, Inc. dated June 23, 2011, last revised September 13, 2011. The design has been approved for use in the construction of a replacement onsite septic system for a 4-bedroom(maximum 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. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. The following local upgrades have been approved. 1. The vertical offset from SAS to the estimated water table from 4 feet to 3 feet This approval is also subject to the following conditions: 1. Please keep the attached DEP Form 9b for your records 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)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 196 Summer Street October 19, 2011 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 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 1V Su an Y. Sawyer, REH /t� RS Public Health Director cc: Vladimir Nemchenok, Merrimack Eng, P.E. file Attach: Form 9b Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Commonwealth of Massachusetts f City/Town of North Andover Local Upgrade Approval ec Form 913 DEP has provided this form for use by local Boards of Health if they choose to do so. The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided to the system owner. A. Facility Information Important:When filling out forms 1. Facility Name and Address on the computer, use only the tab Mark Joslow key to move your Name cursor-do not 196 Summer Street use the return Street Address key. North Andover MA 01845 reb Cityrrown State Zip Code 2. Owner Name and Address (if different from above): return Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility (check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Design flow per 310 CMR 15.203: 440 gpd 5. System Designer: Vladimir Nemchenok ® PE ❑ RS Name 66 Park Street North Andover MA 01845 Address City/Town State,ZIP B. Approval 1. Local Upgrade Approval is granted for: ❑ Reduction in setback(s)—specify: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction 196 Summer Street form9b.doc•rev.7/06 Local Upgrade Approval* Page 1 of 2 .� Commonwealth of Massachusetts City/Town of North Andover Local Upgrade Approval Form 9B 4N B. Approval (continued) ❑ Reduction in separation between the SAS and high groundwater: I Separation reduction Percolation rate min./inch Depth to groundwater ft. ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test List local variances granted not requiring DEP approval per 310 CMR 15.412(4): List variances granted requiring DEP approval: North Andover Board of Health Approving Authority Susan Sawyer, Health Director % mac 10/6/11 Print or Type Name and Title Si nature �� -f Date 196 Summer Street form9b.doc•rev.7/06 Local Upgrade Approval* Page 2 of 2 • North Andover Health Department (ommunity Development Division October 6, 2011 Mark Joslow 196 Summer Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 196 Summer St, Map 38 lot 170,North Andover,Massachusetts Dear Mr. and Mrs. Grover, 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 Merrimack Engineering Services, Inc. dated June 23, 2011, last revised September 13, 2011. The design has been approved for use in the construction of a replacement onsite septic system for a 4-bedroom(maximum 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. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is valid. The following local upgrades have been approved. 1. The vertical offset from SAS to the estimated water table from 4 feet to 3 feet This approval is also subject to the following conditions: 1. Please keep the attached DEP Form 9b for your records 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)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 196 Summer Street October 6, 2011 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 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. Sincerel a J i "S //�✓Iii--� -- �I / usan Y. Sawyer, REHS/R Public Health Director cc: Vladimir Nemchenok, Merrimack Eng, P.E. file Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 ME[-,IRIMACK ENGINEERING SERVICES, INC, PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS 66 PARK STREET-ANDOVER,MASSACHUSETTS 01810-TEL(978)475-3555,373-5721 - FAX(978)475-1448- E-MAIL:Merreng @aol.corn 8 FANEUIL HALL MARKETPLACE -THIRD FLOOR - BOSTON,MASSACHUSETTS 02109-TEL(617)973-6462^ FAX(617)973-6406 September 9, 2011 Susan Sawyer Public Health Director 1600 Osgood Street Buidling 20, Suite 2-36 North Andover, MA 01.845 f` ' TOWN()FICIR 1'8 ANDOWBA ,HEAL RE: 196 Summer Street Dear Ms. Sawyer, We are in receipt of your review letter dated 8-30-11 for the above referenced site. We appreciate your intent to simplify the review and revision process by not requiring new plans but enclosed are 3 copies of the revised plan showing the correction to the test pit data per item 4 of your letter. Also enclosed are copies of the requested soil evaluation forms per item 2. With regard to item 1 & 3 of your letter,we respectfully and professionally disagree. Since test pits are not required in the area of the proposed septic tank, no credible evidence is available to determine the axact seasonal high water table in that location. Instead we relied on field observations,reasonableness and logical interpretations to estimate the s.h.w.t. It is reasonable to assume that since the tank is being placed in the same location as the existing tank, and since the proposed tank and sewer pipe are being raised, and since it appears in the field that the site has been filled to some extent, and since the existing tank has never floated in the past,that it is reasonable and logical to assume that the new tank at a higher elevation will not float and it is unreasonable to assume that the sewer pipe is within 12 inches of the water table thus requiring an LUA. With regard to item 5, we specifically designed the s.a.s. so as not to raise this concern. The s.a.s. is oriented parallel to the slope of the fill and at the furthest downhill limit of the fill. The uphill edge of the s.a.s. is only 11 ft away from T-1 and T-2 so we simply don't agree with the opinion you've expressed. Paget (Susan Sawyer) September 9, 2011 It is our opinion that the enclosed plans are in compliance with Title S and the NA B.O.H. and request that they be approved as submitted. Yours truly, William Dufresne Merrimack Engineering MERRIMACK ENGINEERING SERVICES,INC. 66 PARK STREET-ANDOVER,MASSACHUSEITS 01810 CD '47 cn 3 G O 0 CL 0 D -n G) -I fn Cl) n cn n z ` o ° a � a rr rt` 0(D o m Q o z ' n O� ;° w m m n O 3 � � DQ3 wo = � � a m m (D m O � a 3 3 N Q Q m O m (D o v Y m cn (D m (D C CD O O N m °g -n m v °o °o N cc° �. -s m cn v c Z m O O Cl) mm m ni ni w 0 , -h:3 D < c o o m m l< CD ❑ O (D v < D C7 o o y v. 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DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: When filling out A. Site Information forms on the computer,use Mark Joslow only the tab key Owner Name to move your 196 Summer Street cursor-do not use the return Street Address or Lot# key. North Andover MA 01845 � City/Town State Zip Code Vs±-A I (978)686-6007 Contact Person(if different from Owner) Telephone Number (( B. Test Results 6-16-11 10 am Date Time Date Time Observation Hole# P-1 Depth of Perc 62" Start Pre-Soak 9:53 End Pre-Soak 10:08 Time at 12" 10:08 Time at 9" 10:20 Time at 6" 10:41 Time(9"-6„) 21 min. Rate(Min./inch) 7 m.p.i. Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Bill Dufresne/Merrimack Engineering Test Performed By: _Randy Burley/Mill River Consulting - Witnessed By: Comments: t5form12.doc•06/03 Pere Test•Page 1 of 1 f O North Andover Health Department Community Development Division August 30, 2011 Vladimir Nemchenok Merrimack Engineering Services 66 Parr Street Andover,MA 01810 Re: Subsurface Sewage Ifisposal System Plan for 196 Summer Street, North Andover~, MA Map 38,Lot 170 Dear Mr. Nemchenok: The proposed wastewater system design plan for the above site dated June 23, 2011, but received on August 12, 2011, 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 where applicable. Note: It appears that all of these items may be able to be corrected without a reprinting of the submitted plans. 1. Please provide buoyancy calculations for the tank—(15.221)A separate sheet is fine for submission. 2, Please provide the soil evaluation form on the most recent Form 11 (NA 2.3) l ttlr //www,mass.xov/clepC valerCti prc>va1 Ct5f`c real 1 I I Please provide 12"between the ESHGW and tank piping or request a Local Upgrade Approval (15.221(5)) With your permission, the 1-lealth Dept, will add this to the I..,UA. submitted for the 1 foot reduction to ground water. Page 1 of North. Andover 1-lealth Department, 1600 Osgood Street,, Building 20, Smite 2-36, North Andover, MA 01845 1'hoiie: 978,688,9540 1,ax: 978,688,84'76 196 Surnnier Street Augbust 30, 2011 4. There appears to be a typographical error on sheet 2 of 2 for test pit 1 the bottom of the Ab layer should be 29"not 20". With your permission, the health Dept will correct the error. 5. The EHWT has been based on TP-1,throughout the subsurface disposal system with the assumption that there is an equal or greater amount of fill in those areas. There is concern that without soil testing this assumption may not be valid. `:l'he contractor will be digging down numerous :Feet during excavation of the Bottom of Bed as the soil under the existing system will have to be excavated down to a clean layer. The engineer and inspector will observe the hole. As in any installation, if site conditions are found to be different and indeed at that time that there is clearly less fill and a higher water table, the engineer will adjust the bottom accordingly. 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. S , �Slsan Sawyer, RE S Public Health Director cc: File Page 2 of 2 North Andover I l:ealtli Department, 1600 Osgood. Street, wilding 20, Suite -36, North Andover, MA 01845 Phone: 978,688.9540 Fax: 978.688.8476 'I'O `N 111 N014, I''l l Nl�')^t t "F11 Office 1W" "1"1. ) M C 41 ANI) S�S� IZVItIIII's n� q 1.11 A L i 1.1 11111 11 1�M F,N 1 1000 Q'1 ;0 01) S fi lll. ; B N I.1 1,A)I 2 0; S I ' , °3 6 '3 Nt. RTI I NDOW"l,", Cti/4f'tS7aA(A It.I P v'T V S 0 845 978' 68,UT55 0 Phone Susan V, 77auv,Yer,Iti<,I111 r"IIR' 978,6W9476 9476 FAN Public Health Director E CAI ak...Ahda,.Ilu�u)�,7mau���a�1u7a m AVro�u�a� u�a� a a7gu� t //wuyw..�o wibsI,Itt7su6Pm77ufl,over.7oyb n. Milk— SEPTIC PLAN SUBMITTAL FORM Date of Submission: t5C7p bf"p Site Location: 61 Engineer: HOMO s � 6 New Plans? Yes $225/Plan Check# __(includes l'` submission and one re� review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes a No Telephone# L �_. � " Fax E-mail: V1 Homeowner Name: OFFICE USE ONLY When the submi, ion is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File;Forward to Consultant Enter on Log Sheet and Database Commonwealth onwealfh of Massachusetts City/Town of Noah Andover Form 9A - Application O DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important: When filling out 1. Facility Name and Address: forms on the computer, use Mark Joslow Residence --------------- ---- --- only the tab key Name - to move your 196 Summer Street cursor-do not Street Address use the return key. North Andover MA 01845 City/Town State Zip Code r� 2. Owner Name and Address (if different from above): SAME eMA Name Street Address ---------- -- — City/Town State 978 686-6007 Zip Code Telephone Number 3. Type of Facility (check all that apply): ❑ Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: 4 Bedroom House 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): Unknown LUA FORM t5form9a.doc m rev.7/06 Application for Local Upgrade Approval* Page 1 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form li i n for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: Unknown gpd Design flow of proposed upgraded system 440 gpd Design flow of facility: 440 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ® Voluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: Total replacement(see plan) 3. Local Upgrade Approval is requested for(check all that apply): ❑ Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction ® Reduction in separation between the SAS and high groundwater: Separation reduction 1.0 ft. Percolation rate 7 min./inch Depth to groundwater 3.0 ft. LUA FORM t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 2 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form Application r Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluatormust be a member or agent of the local approving authority. High groundwater evaluation determined by: Randy Burley 6-16-11 Evaluator's Name(type or print) Signature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: Full compliance would result in raising the system further causing the need for a pump and unreasonable financial hardship. 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: NA LUA FORM t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 3 of 4 Commonwealth of Massachusetts City/Town of North Andover Form 9A a ® Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: NA 4. Connection to a public sewer is not feasible: None Available 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ❑ Application for Disposal System Construction Permit ® Complete plans and specifications ® Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Certification 1, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations." 6-24-11 Facility Owner's Signature Date Mark Joslow Print Name Bill Dufresne/Merrimack Engineering 6-24-11 Name of Preparer Date 66 Park Street Andover Preparers address City/Town MA/01810 (978)475-3555 State/ZIP Code Telephone LUA FORM t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 4 of 4 Commonwealth of Massachusetts City/Town of North Andover ' Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: It Info r t1oC1 A.When filling out forms on the computer,use Mark Joslow -- -------------- ------- only the tab key Owner Name to move your 196 Summer Street cursor-do not use the return Street Address or Lot# key. North Andover _ MA _ 01645 ---------------- City/Town State Zip Code r� _(978)_686-6007 Contact Person(if different from Owner) Telephone Number . Test Results 6-16-11 10 am Date Time Date Time Observation Hole# P-1 Depth of Perc 62" - --- Start Pre-Soak 9:58 End Pre-Soak 10:08 Time at 12" 10:08 Time at 9" 10:20 Time at 6" 10_41 - Time (9"-6") 21 min. Rate (Min./Inch) 7 m.p.i. Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Bill Dufresne/Merrimack Engiineerin_g_____ ----------------------------- Test Performed By: Randy Burley/Mill River Consulting Witnessed By: Comments: t5form12.doc^06/03 Perc Test•Page 1 of 1 cu a� co m U Ln CO co ti 3 w H cn C7.1 CA w , CA3 cn CO z Io x n -� ) -O a� E o v o (U >, O Cd p ° O tad ° `d O a �L ► y f� {� ^1 bb cn a 0 y h, 1 kn Oa 0 ® a �c v o o � C Ilu .. _ o 0 o w o •W Qi u v ° 0 4a '0 a a Oo � C> `�; o o c _.. � C WD Qi `� sin vii o z ca W) 04 M C) 4 C7 CJ CQ �4 Jon A — _— o co a o o a � a w I ~ ♦ � � c 7 m � (� �G c7