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HomeMy WebLinkAboutCorrespondence - 461 SUMMER STREET 10/29/2008 NOR TF Of nTa■o ,6'4�.� N � SSACµ415�' Health Department October 29, 2008 Fred Crabb 461 Summer Street North Andover, MA 01845 RE: Map 107A, Lot 85, 461 Summer St,North Andover, MA Dear Mr. Morin, 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 Engineering and Surveying Services, Inc. dated July 19, 2008, last revised September 2, 2008. The design has been approved for use in the construction of a replacement onsite septic system. The time period for which this plan is valid is reduced to two years from the date of this 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 use of only one deep hole in proposed disposal area 2) Less than 10 distance between the building sewer and the water line The following local variance was approved 1)- The use of a segmental wall in lieu of a poured concrete wall This approval is also subject to the following conditions: 1. There shall be a sleeve on the building sewer in areas that arc less than 10 feet from the potable water supply line. 2. Please keep the attached DEP Form 9b for your records 3. 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)). 4. 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 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20; Suite 2-36 E-Mail: heaithdept @townofnorthandover.com North Andover, MA 01845 Phone: 978.688.9540 Fax:978.688.8476 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 , Susan Y. Sawyer, REHS Public Health Director cc: ESS Clayton Morin, PE 70 Bailey Ct Haverhill, MA 01832 Atch: Form 9B—Local Upgrade Approval Form i i i tioRYk A q �,��ao a•�A O T 'R �PAI qq SS/4CHU5� Health Department October 9, 2008 ESS Clayton Morin, PE 70 Bailey Ct Haverhill, MA 01832 RE: Map 107A,Lot 85, 461 Summer St,North Andover, MA Dear Mr. Morin, The revised proposed wastewater system design plan for the above site dated September 2, 2008 and received in this office on September 17, 2008 has been reviewed. The items listed on the original denial dated August 25, 2008 have been corrected except,item#1. Unfortunately,the plan cannot be approved as submitted for the following reason. k 1) The required setback distance between the building sewer and the existing water line has not been met in accordance with #10 CMR 15.222(2)This distance shall be ten feet or a Local Upgrade Request may be submitted. If such a request is submitted it must include the engineer's explanation as to the specific need for this LUA. The North Andover Board of Health did approve Local Upgrade Requests for the following items at their regular meeting held on September 18, 2008.: 1) The use of one test pit in the primary leaching area MADEP 310 CMR 15. 102(2) 2) The use of an interlocking block wall in lieu of a poured concrete wall (NA9,02) Please feel free to contact the health office with any questions you may have. We continue to look forward to working with you to obtain a replacement septic system that will be in compliance with all regulations and assure protection of public health and the environment of Andover. Since y, usan Y. Satwyer, RE H IRS Public Health Director cc: Owner, Freddie Crabb 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20;Suite 2-36 E-Mail: healthdept @townofnorthandover.com North Andover, MA 01845 Phone:978.688.9540 Fax: 978.688.8476 . � NORT1i A Q TY I.Ib hb Ya�Op F � * � w SSweHUSe{ Health Department August 25,2008 Mr. Clayton Morin,P.E. Engineering& Surveying Services 70 Bailey Ct. Haverhill,MA 01832 Re: Septic_System_Repair Plan for 461 Summer Street- Man 107A,Lot 85 Dear Mr.Morin: The proposed wastewater system design plan for the above site dated July 19,2008 and received on July 25,2008 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(NA)regulation that has not met by this design follows each item for your convenience. I. The required setback distance between the building sewer pipe and existing water line has not been meet in accordance with 310 CMR 15.222(2). 2. An effluent filter must be proposed in accordance with 310 CMR 15.231(10). Also,please provide the required maintenance schedule in accordance with 310 CMR 15.227(7). 3. Only one(1)deep observation hole is utilized in the primary soil absorption area. Please request a Local Upgrade Approval in accordance with 15.102(2). 4. The current design proposes an interlocking block wall. North Andover regulations require a poured concrete retaining wall(NA 9.02). Please revise the design accordingly or request a variance from the North Andover regulations. 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, usan Y. Sawyer,REHS/RS Public Health Director cc: Owner File 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20, Suite 2-36 E-Mail: healthdept @townofnorthandover.com North Andover,MA 01845 Phone;978.688.9540 Fax: 978.688.8476 '['OWN OFNORTR ANDOVER Office of COMMtJNi,ry DEVELOPMEN"I'AND SERVICES t HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUFTE 2-36 NORTH ANDOVER, MASSACI SHITS 01845 C(V 978.688.9540--Phone Susan V.Sawyer,REIIS/RS 978,688,8476 FAX Public Health Director F'.-MAIL: healthd ornorlhandover,com WEIISIn':htt SEPTIC PLAN SUBMITTAL FORM AR, 2 "i �008 Date of Submission: - l0\1 2oob roVp,� � HEAL�I I UE k [VII 111 Site Location: t-\(-Q Engineer: CLO�',J -ToN) MU?--tM New Plans? Yes \/ $225/Plan Check# includes I"submission and one re- review only) Revised Plans?Ycs $75/Plan Check# Site Evaluation Forms Included? Yes V/" No Local Upgrade Form Included? Yes No Telephone#: q-18 '5r5(O '- Oa9LA -Fax#: 6�-v3 E-mail: E—SS 6- vc Homeowner Name: t L)\c,- C V-4�IN16 P) OFFICE USE ONLY When the submission is complete(including check): > Date stamp plans and letter ➢ Complete and attach Receipt ➢ 41 Copy File;Forward to Consultant > Enter on Log Sheet and Database Commonwealth of Massachusetts Cityffown of Local Upgrade Approval u,p Form 913 DEP has provided this form for use by focal 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 1. Facility Name and Address forms on the computer,use Freddie Crabb only the tab key Name to move your 461 Summer Street cursor-do not Street Address use the return key. North Andover MA 01845 Cityfrown State Zip Code rep 2. Owner Name and Address (if different from above): Name Street Address CityfTown 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: Clayton Morin Name ® PE F-1 RS 70 Bailey Ct Haverhill MA 01832 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 461 Summer Street 9b•rev.7106 Local Upgrade Approval* Page 1 of 2 i Commonwealth of Massachusetts City/Town of Local Upgrade Approval �r Form 9B B. Approval (continued) ❑ Reduction in separation between the SAS and high groundwater: Separation reduction ft Percolation rate min./inch Depth to groundwater ® Relocation of water supply well (explain): Water line and building sewer located less than 10 feet 15.222(2) ❑ 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): Local Reg. -The use of a segmental wall in lieu of a poured concrete wall. List variances granted requiring DEP approval: N. Andover BOH Approving Authority Susan Sawyer October 29, 2008 Print or Type Name and Title Signature Date 461 Summer Street 9b• rev, 7/06 Local Upgrade Approval• Page 2 of 2 Commonwealth of Massachusetts City/Town of Form 9A - 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. 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 FREDDIE CRABB only the tab key Name to move your 461 SUMMER STREET cursor-do not Street Address use the return key, NORTH ANDOVER MA 01845 City/Town State Zip Code QQ 2. Owner Name and Address(if different from above): ww'-e Street Address City/Town State Zip Code Telephone Number 3, Type of Facility(check all that apply): Residential ❑ Institutional El Commercial ❑ School 4. Describe Facility: SINGLE FAMILY HOME ............ 6. Type of Existing System: ❑ Privy ❑ Cesspool(s) Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): LEACHING BED t5form9a•rev.7/06 Application for Local Upgrade Approval* Page 1 of 4 Commonwealth of Massachusetts Cityrrown of Form 9A - Application for Local Upgrade Approval DI=P 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: NIA gpd Design flow of proposed upgraded system 475 gpd Design flow of facility: gpd 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: data of inspection 2. Describe the proposed upgrade to the system: A 1,500 GALLON SEPTIC TANK, 1,000 GALLON PUMP CHAMBER, AND A 36 UNIT QUICK 4 INFILTRATOR BED SYSTEM IS PROPOSED. 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 Percolation rate min./inch Depth to groundwater t5form9a•rev.7106 Application for Local Upgrade Approval* Page 2 of 4 i Commonwealth of Massachusetts Cityrrown of Form 9A - 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. 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 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 soff evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: 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: SITE CONSTRAINTS 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: COST f5form9a rev,7108 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of Y Y Form 9A - Application r Local Upgrade Approval s�< 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. etor :usinghl�ft�rrn; the k with your local Board of Health to determine the form they use. C. Explanation (continued) RIB 008 3. A shared system is not feasible: N/A 4. Connection to a public sewer is not feasible: N/A 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 0 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). . Q 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." rf ;r Paa°' � � �� -- .Owner sign ure � _._____ Cat Print Name ESS Name of Preparer Date 70 BAILEY CT _ __.v.._ HAVERHILL Preparer's address Citylrown MA 01832 978 556 0284 State/ZIP Code Telephone t5form9a^rev.7/06 Application for Local Upgrade Approval•Page 4 of 4 �F OD z Z �n W co I . p C yrr, (d py C6 O n N N (n L wwMm� //S ` air o r. y ? m N a f1 �•^h[L ICS 0. �i v O s o 6 rn 0 0❑ `iV (n .� C W E CL OL LL C 'a c ro cL rn CL ° z _j °z ° , z z CL E CL -0 ❑ ICJ ❑ c0 G) a1 `a a ti to "= C Co N U N N C m Q .LT uM1 v CJ o W I r. 1 j � t) N w- ( a1 r r` r rn Ys tQJ °1 ro m Rt m cv C a1 G 3 y -° � w m ¢ ° ° m .. �° v z 'S mod' - Q El m °O o Q w V Q ,,,y^ U C 111 d u^, (n v 4- v 3 � T LLJ c m r°v C O p1 ro 2 m w c •a Z . w lc °E o T :3 O . o -0 m rn cn ti 5' o o ' 0 U U LL Q m r ri vi 4 ui V x 47 m � = o _ H r Z \ a m a M CL 420 O r ° ❑ C 0 4 w CD m n c y O � � r c � ❑ v Q? 0 Z j Q a CO) CL w ( O 1i 3 ❑ a C E Ci � N of o c c C a w C 6 S Or 43 CL o a Ail t tL O a CL is y o F+ •O � O J ❑ rr w i N O Z Zr El n L ❑ N o r � m 11) t j o C c�o' o z . s us U a .J O C v W o �h ° O o`_ a rn .Q > c m O a. 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