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HomeMy WebLinkAboutMiscellaneous - 70 RALEIGH TAVERN LANE 11/18/2015 (2) 1 I J (� �t ij Pourr kH"r umra� �� f IA C 1 i i North Andover Health Department (ommunity and Economic Development Division June 30, 2015 Walter Soule 70 Raleigh Tavern Lane North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 70 Raleigh Tavern Lane (Map 107A,Lot 107) Dear Mr. Schmidt: The proposed wastewater system design plan for the above site dated May 20,2015 and received on June 10,2015 has been approved. i The design plan has been approved for use in the construction of a new on-site septic system for a 3-bedroom home utilizing a Quick 4 Low Profile Infiltrator Chamber system. This design plan approval is valid until June 30, 2017. 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. At a regularly scheduled meeting of the Board of Health,this plan received the following approvals by the members. Local Upgrade Approvals: • To reduce the separation distance from the soil absorption system to the estimated seasonal high ground water table from 4' to 3' Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01.845 Phone: 978.688.9540 Fax: 978.688.8476 1 I i 70 Raleigh.Tavern Lane June 30, 2015 North Andover Board of Health Variances: I To reduce the setback from the soil absorption system to the wetland resource area from 100' to 84' This approval is also subject to the following conditions: 1. 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)) � 2. 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. 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. Sin erely, Michele Grant Health Inspector Encl. Installers list cc: Vladimir Nemchenok 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 i i f 1 Z 0 odo ° CA v, ° o 'n N O O m "'T O O O Cn p r'+ 00 00 p � \o 00 00 N 00 00 1 O - Cy N r O 00 O O O C� o � � O +p O O O O p M d CD Wc- (W� Q 0 (D W U ® ol CE P4 � ZMCE C�/) (Z:)I(ZZ) LO C N I- � 00 M 00 O � V1-r Ln kn �y D-, = dt N dt l` C` O *-a r 00 o d' 00 r M N N w (= 'zl- - d oo r, N O oo Ln h M Ln N d Ln r N o� = Q1 O �O in kn d M rt 01 �O N d 00 kn CT Ln V) 00 4 Ln CT h v -4 N 0 00 110 00 r. "o r- Ln C`� O r- l� t-n r N C- �-o 00 d' r M r` Ln m \o M `o M C-- r• 01 d' Ln N M M 00 00 00 M 00 00 00 m 0'J 00 00 00 M 00 00 00 CO M M 00 00 00 00 M r- 00rpdr"- � r-- (= r- t-- C) t- r- r- o ° cn rn r- o\ Ln "o rn C� rs rn w a, rn a, w o, cT cT rn I W 9 W -Q r � Q. a Ca Cd O F~- W o =° � Ku Cd i Grant, Michel From Isaac Rowe <iroweO�miUr�ernonsuhingzom> Sent: Wednesday,June 24, 20I59:44AM To: Blackburn, Lisa; 'Pam Lally' Cc Grant, Michele;Isaac Rowe �w�^���Subject: RE:70 Raleigh Tavern Lane Attachments: 70 Raleigh Tavern Lane - 8OH meeting approval |etterDATE.doc Lisa/Michele, Attached is the BOH meeting approval letter for the initial review for the above referenced property. I did not find any revisions that are required with this design plan. I left the dates in red so they can be changed after the BOH meeting. � The applicant is requesting a LUA and a NA BOH variance. Based on the existing site conditions I would recommend approval for both requests. However,the 8OH may want to ask the following question tothe representative at the BOH meeting: -Considering the LUA being requested please explain why the leach field is proposed to be over designed by 171 square feet? Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mffl River Consulting 6 Sargent Street Gloucester, M&O198O-2719 Phone: 978-282-0014 ent.804 Fox: 978-282-1318 - - - From: Blackburn, Lisa Sent: Wednesday, June 10, 20159:15AM To: DanOttenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: 7O Raleigh Tavern Lane Good Morning, Mai[iRgQVt septic plans for 70 Raleigh Tavern Lane. Lisa Blackburn Health Department Town of North Andover 160O Osgood Street,Suite 2O35 North Andover, K8A 01845 1 AAMERRIMACK ENGINEERING SERVICES, INC, A PROFESSIONAL ENGINEERS LAND SURVEYORS o PLANNERS 66 PARK STREET ANDOVER, MA 01810• (978)475-3555,373-5721 • FAX(978)475-1448• E-MAIL lnfo@merrimackengineering.com June 9, 2015 Board of Health RECEIVED 1600 Osgood Street Suite 2035 J t I N I North Andover, MA 01845 TOWN OF W)RT H ANDOVER RE: 70 Raleigh Tavern Lane 1-01"TH DEPART MENT Dear Mr. Chairman and Members: We have prepared a septic system upgrade design for the above referenced site. The site has wetlands to the rear such that the predominance of the site is within the 100 foot buffer zone, as such there is inadequate area on site to place a septic and soil absorption system in compliance with your local 100 foot wetland setback,there variance is being requested to allow a soil absorption system 84 feet from a wetland. In addition to the local variance, an LUA is being requested to allow the system to be 3 feet above the ESWT where 4 feet is Gs—LUA will—allowa gravity flow 7s7jif6-Eis--(5jiVog-e-d-fo—apti—mp--dn-d-p-r,ow du-ff-s-avings of approximately $4000-$5000 in materials, equipment and labor. Additionally it will minimize or eliminate a mound directly in front of the house. We feel that given the existing site conditions and constraints,the system as designed provides an equivalent degree of environmental protection intended by Title 5 and failure to grant the requests would be manifestly unjust considering all the relevant facts and circumstances. On behalf of the owner,we respectfully request this matter be placed on your June 25, 2015 BOH meeting agenda for consideration of these requests. Very trul'y Yours, William Dufresne,Project Manager Merrimack Engineering Services, Inc TOWN OF N RT11 ADMOVER ! ! Office of 1"IMM 1 JN I'I Y IMIK ELOP IAN 11 SERVICES DEPARTMENT 1600 OSG.O(H)STREFA'; SUITE 2035 NO I 1 ANDOVE,' , MASSACJ 1 Sf-1,1�,I'S W 978.688.9540 Phone Susan V.Sawyer,REHS/Rs 9'M688.8476-- FAX Public Health Director E-MAIL: E�-cµ �c��r� wE BSf 9uyt s;0/w�ra .;/ da-6/ ro�la ,aua o., usr.�vuar SEPTIC PLAID SUBMITTAL FORM RECEIVED Date of Submission: 6- 7 - 1 Site Location: ( t -v: t 41r TA- V,g yr H:1W.j-j DEPARIMF Engineer: WCfz-Vj"AcX, T New Plans? Yes $225/Plan Check# / f (includes 1St submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes V No Local Upgrade Form Included? Yes No Telephone#: � �, ' � Fax#: ° ' L E-mail: Homeowner Name: ' f OFFICE USE ONLY When the submission is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database MERRIMACK ENGINEERING SERVICES, INC, PROFESSIONAL ENGINEERS - LAND SURVEYORS PLANNERS 66 PARK STREET • ANDOVER,MA 01810• (978)475-3555,373-5721 - FAX(978)475-1448 - E-MAIL info@merrimackengineering.com June 9, 2015 Board of Health RECEIVED 1600 Osgood Street Suite 2035 JUN I () 2015 North Andover, MA 0 1845 TOWN OF NOR M ANDOVER RE: 70 Raleigh Tavern Lane HEALTH DEPARTMENT Dear Mr. Chairman and Members: We have prepared a septic system upgrade design for the above referenced site. The site has wetlands to the rear such that the predominance of the site is within the 100 foot buffer zone, as such there is inadequate area on site to place a septic and soil absorption system in compliance with your local 100 foot wetland setback,therefore a variance is being requested to allow a soil absorption system 84 feet from a wetland. In addition to the local variance, an LUA is being requested to allow the system to be 3 feet above the ESWT where 4 feet is required. Granting of this LUA will allow a gravity flow system as opposed to a pump and provide a savings of approximately $4000-$5000 in materials, equipment and labor. Additionally it will minimize or eliminate a mound directly in front of the house. We feel that given the existing site conditions and constraints,the system as designed provides an equivalent degree of environmental protection intended by Title 5 and failure to grant the requests would be manifestly unjust considering all the relevant facts and circumstances. On behalf of the owner, we respectfully request this matter be placed on your June 25, 2015 BOH meeting agenda for consideration of these requests. Very truly yours, William Dufresne, Project Manager Merrimack Engineering Services, Inc :�^ ��K���0NK�nwea@th of Massachusetts �� City/Town of ��o[th /�DdOV8[ Form^ �� ���H~���~��� ���� � ����N NN������ � �������U �m� �� m����n�~��Q�.. U�. �����wv����. _��� m���. � ~ �m OEP has provided this form for use bv local Boards uf Health. (]iherfornnannaybe used, but the informeUonmust besubotanUa||y the'same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. orm 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 CIVIR 15.404(l), is not feasible. System upgrades that cannot be performed in accordance with 310 CIVIR 15.404 and 15.405, or in full compliance with the requirements of 310 CIVIR 15.000, require a variance pursuant to 310 CIVIR 15.410 � through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of ----- ea\gnmwooaoepoo| nrpr\vy, orthaadd|d vv addition of above the exiaUngapproved capacity ofonon b/ -site A. Facility information RECEIVED Important: out 1. Facility Name and Address: JUN 10 2015 forms onthe computer,use Walter"~~'~ _ only the tab key Name HEALHoc:*n'm'u~^ ho move your 7O Raleigh TavonnLmne oumor-donot uoeUheretum Street— Address U1845 �N �y North ..._~ � State Zip Code City/Town 2. Owner Name and Address (if different from obove): SAME Nome ~^^~`'~~'~~~ G�ava Gi��mwn 37851 Zip Code Telephone Number 3. Type of Facility (check all that app\y): M Residential Institutional �l Commercial School 4. Describe Facility: 3 bedroom house 5. Type of Existing System: El Privy El Cesspool(s) Conventional Other(describe be|ovv : 8. Type of soil absorption system (trenches, chambers, leach field, pits, etc): Unknown t5form9a.doc rev.7/06 Application for Local Upgrade Approval* Page 1 of 4 i Commonwealth of Massachusetts City/Town of North Andover Application Form 9A - DEP has provided this form for use by local Boards of Health. Other forms may be used, but the j 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: Unknown Design flow of existing system: gpd Design flow of proposed upgraded system 330 gpd 330 Design flow of facility: gpd B. Proposed r 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: 1.0 Separation reduction ft. 20 Percolation rate min./inch 3.0 Depth to groundwater ft t5form9a.doc•rev.7/06 Application for Local Upgrade Approval` Page 2 of 4 I Commonwealth of Massachusetts City/°rown of North Andover Form 9A -w Application I 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 t 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 pert 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 evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Isaac Rowe 1-15-15 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: NA 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: NA t5form9a.doc•rev.7/06 Application for Local Upgrade Approval® Page 3 of 4 i I Commonwealth of Massachusetts � City/Town of North Andover j a Form 9A — Application for Local Upgrade r v l ,A 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 "I, 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." .. 6-1-15 Facility Owner s Signature Date Walter Soule Print Name Bill Dufresne/Merrimack Engineering 6-1-15 Name of Preparer Date 66 Park Street Andover PrepareCs address City/Town MA/01810 (978)475-3555 State/ZIP Code Telephone t5form9a.doc•rev.7/06 Application for Local Upgrade Approvalm Page 4 of 4 I 1 ltrator Chamber I/A technology Certification I hereby certify that I have been given a copy of the Title 5 I/A technology approval letter, and the Owner's Manual for the above technology and I agree to comply with all terms and conditions. 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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: A. Site Information When filling out forms on the computer,use Walter Soule only the tab key Owner Name to move your 70 Raleigh Tavern Lane cursor-do not Street Address or Lot# use the return key. North Andover MA 01845 City/Town State Zip Code VQ (978)683-7851 Contact Person(if different from Owner) Telephone Number B. Test Results 1-15-15 Date Time Date Time Observation Hole# P-1 Depth of Perc 5711 Start Pre-Soak 10:25 End Pre-Soak 10:40 Time at 12" 10:40 Time at 9" 11:20 Time at 6" 12:18 Time(9"-6") 58 Rate (Min./inch) 20 Test Passed: z Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ William Dufresne Test Performed By: Isaac Rowe Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 Grant, Michele From: Isaac Rowe <irowe @millriverconsulting.com> Sent: Wednesday,June 24, 2015 9:44 AM To: Blackburn, Lisa; 'Pam Lally' Cc: Grant, Michele;Isaac Rowe Subject: RE:70 Raleigh Tavern Lane Attachments: 70 Raleigh Tavern Lane - BOH meeting approval letter DATE.doc Lisa/Michele, Attached is the BOH meeting approval letter for the initial review for the above referenced property. I did not find any revisions that are required with this design plan. I left the dates in red so they can be changed after the BOH meeting. The applicant is requesting a LUA and a NA BOH variance. Based on the existing site conditions I would recommend approval for both requests, However,the BOH may want to ask the following question to the representative at the BOH meeting: -Considering the LUA being requested please explain why the leach field is proposed to be over designed by 171 square feet? Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax: 978-282-1318 irowe millriverconsultinrI com www.millriverconsulting.com From: Blackburn, Lisa [mai Ito�LBlackb urn(atownofnorthandover com] Sent: Wednesday, June 10, 2015 9:15 AM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: 70 Raleigh Tavern Lane Good Morning, Mailing out septic plans for 70 Raleigh Tavern Lane. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street,Suite 2035 North Andover, MA 01845 1