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HomeMy WebLinkAbout201511181616 .rod North Andover Health Department Community Development Division October 14,2014 Vladimir Nemchenok Merrimack Engineering Services 66 Park Street Andover,MA 01810 Re: Subsurface Sewage Disposal System Plan for 317 Raleigh Tavern Road,Map 106B,Lot 144 Dear Mr.Nemchenok: The proposed wastewater system design plan for the above site dated May 16, 2014 and received on September 23,2014 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. Based on the sieve analysis and the DEP alternative percolation guidance document, it appears the loading rate should be 0.74 gpd/sf instead of 0.66 gpd/sf. With this loading rate the leach field could be smaller in size.If your professional choice is to utilize the conservative rate, it would be 1 appreciated if you could submit a brief note that can be placed in our files in an effort to avoid confusion in the future. 2. Please indicate the brand and model of the proposed distribution box(NA 3.2). 3. Please show the location of the existing water supply line(3 10 CMR 15.220(4)(m). 4. The existing spot elevations above the leach field on the northwest portion are greater than the maximum 36"of cover material(139.0'). Please indicate the maximum finish grade elevation above the leach field on the site plan to ensure compliance with the maximum cover requirement (3 10 CMR 15.221(7)). 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. wyer,REHS ubli ealth Dir for cc: Kimbe y a im Campion Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i TOWN OF NORTH ANDOVER Office of C:OMM LiN TY I EVI+ LOPMENT AND SE11VICES HEA1.341 DEPARTMENT 1600 OSGOOD STREET; SUt'1wg1 035 NORTH ANDOVER, MASSACHUSt1'll"T'S 0 184 978.688.9540--Phorw Susan Y.Sawyer, EMS/RS 97 ,688,8476- FAX Public Health Director E-MAIL: fiealLil(�c)t7r)towiuofic>rl[I !Icic>vcr.cc)crk .. W E BS01 `:_9�t ff w v.tc�wndhorthandovc.r corn SEPTIC PLAN SUBMITTAL FORM Date of Submission: ' a w > r OVVN O N O) t a�rouas��a�:a :� Site Location: �� ' 11 07 , I� I 4� �:� N A: a�>a�ti�:a ENT Engineer: ki t New Plans? Yes $225/Plan Check#_(includes I"submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes V/ No jqqq Telephone# Fax#: � '�q"7 E-mail: W 0.12 U k' 1`9 6 � ' lk 4° L j, Q Homeowner F Name: 1 OFFICE USE ONLY When the submjmion is complete(including check): ➢ lZ . Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File;Forward to Consultant ➢ Enter on Log Sheet and Database Commonwealth of Massachusetts City/Town of North Andover Form 9A -w Application r 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. 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 des7_'�I�EALTH is appfQ,y d capacity of an on-site system constructed in accordance with either th �' A. Facility Information Important: iill„� 1tauh�� tl when filling out 1. Facility Name and Address: ��a � A�„at forms on the computer,use Mike & Kimberly Campion Residence only the tab key Name to move your 317 Raleigh Tavern Lane cursor-do not Street Address use the return key. North Andover MA 01845 City/Town State Zip Code rah 2. Owner Name and Address (if different from above): SAME ,erxn Name Street Address City/Town State (617) 852-3965 Zip Code Telephone Number 3. Type of Facility (check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: 4 BDRM. 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): Field t5form9a.doc-rev.7/06 Application for Local Upgrade Approval• Page 1 of 4 Commonwealth of Massachusetts City/Town of North Andover m Application I Upgrade Approval ^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. 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 ft Percolation rate min./inch Depth to groundwater ft t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 2 of 4 Commonwealth of Massachusetts City/Town of North Andover Form 9A z , F ® 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 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 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: N/A 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: N/A t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 3 of 4 I Commonwealth of Massachusetts ti. City/Town of North Andover Form 9A ® Application 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: N/A 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." ;r 9-12-14 raeili y boner's Signature Date Kim berly)Cam pion Print Name Bill Dufresne/Merrimack Engineering 9-12-14 Name of Preparer Date 66 Park Street Andover Preparer's address City/Town MA/01845 (978)475-3555 State/ZIP Code Telephone t5form9a.doc.rev.7/06 Application for Local Upgrade Approval* Page 4 of 4 T°rmFilter,11C, RO,Box 227 10 Main St. Sturbridge,MA 01566 TO: (508)347-5508 TerraFilter (877)347-7263 Fax:(508)347-9857 August 12,2014 Bill Dufresne Merrimack Engineering 66 Park Street Andover, MA 01810 RE: Particle Size Analysis (Alternative to Perc Test) C1, �,JF i Ui I iBVI Na.6& 317 Raleigh Tavern Lane, N. Andover, Mass. HEALITI C Ha n u A M M �,T Dear Bill: Below are the results of the particle size analysis from the sample submitted for the above referenced property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in Methods of Soil Analysis Part 1 Physical and Mineralogical Methods,2nd Edition. Sand Silt Clay (2.00 to.05mm) (.05 to.002mm) (<.002mm) ........._....... _.___oron__.Pa.w_.._w ssin g ..._ _� .._._..__�.._.._____._.____ Pti 87.8% 9.5% 2.7°/© - #10 Sieve USDA Soil Textural Classification: Sand MA Section 15.243 Soil Classification: Class I Based upon the DEP's Title 5 Alternative to Percolation Testing Policy for System Upgrades, the following effluent loading rates apply: Un-compacted Soil 0.74gpd/sf Compacted Soil 0.15gpd/sf Should you need additional information, or require further testing services, please do not hesitate to contact our office. Sincerely, 't v ` CA qAC Mark Farrell,Soil Scientist NOMENNEEMOM CO 0 }' < w o=i 0 Z -n 3 -4 (A Ut I1 -n 0 C7 Q O 0 0 U o @ o 'Z CD (D S < 0 0 z (D rh cp �p O (D (D (n v . :3 N m Cl) �m o o � o CD v a 0 a Cl) CD r, (D c < °c o o 0 m CD p o � 0 _ (D C7 � z to a < a o m 0 CD r* :3 W sy n °� a =. (n (� G J J J !�h CD C :3 Ill El r+� � U (D CL G) :2 — (D (D (D ((D Q V� C/) = G U) U) (n N l< � 0 o v a ❑ ❑ El p z z z\ z c Z0 0 0 0 �o �. v -0 v CL Q CD m g Pa =3 -gyp 'O O_ = (D N a,Jm"A I (0 C C >_ _> 3 y, .4 CD CD 0 0 = ° m 0 y. D Z m � �a flyu+ U) ° J o C `° w ip 3 CL Q .,, �D v a o C th p z =o 0 nZi w N Q @ v m m ❑ El a °.: � o c v N rn > > -°• m F1 (0n (0n 0 0 (D v 03 m (D (D 0 0 U) (n 0 ❑ El c � @ 3 z z = o 0 0 . 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CL CD 0) (D m O o r` N m d 0 m 0 -n -n o o n ® m co m < 0 m m I-IN D CLI ( W (D (D N n O 0 N CD co O r - m O .-a O -� m - @ Q � n co R) CD o a (D 4 -r @ 3 N Q o O J n .Z7 S (D ii o � 0' Na n (D CD Q1 — 0 m ° v, = to CD n 0 ID o w v m Cs m Cr =- CD < N j r �• � N m o =T -I ,c Q rf Kp m v m 20 ::r W CA :U c' cr .r � T3 :33 a' co m 3 (D CD (D to 3 0 m �FY 3 (Q Q- !�F N � =r SG —h at � --h 0 O Q � :q (3D 3 "� 3 4 0 `� p j ...am m — N a m _ (� N ((DD < m m Et tD c U3 Er- a) = =r O pw w cn _ 6 O (/) m _ m Q,-0 = S� v 3 C)- (D 0 cn rn � Q � j o K o� c7 � is ° (D N `D mew Q -• ° n) Q @ (D Cn m -4 0 °• 0 = o m CL o m a c� � n+ �o = � 0 m _ o 0 m c 3 Commonwealth of Massachusetts City/Town of W Percolation Test Form 12 G 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: When filling out A. Site Information forms on the computer, use I' 1 11 Z only the tab key Owner Name to move your �17 �k kk cursor-do not Street Address or Lot# use the return key o f al �J Gr Cityrrown State Zip Code r� je, d % ° Contact Person(if different from Owner) elephone Number B. Test Results _ . Date Time Date Time Observation Hole# Depth of Perc Start Pre-Soak End Pre-Soak 1117AV­ 0004�' w Time at 12" Time at 9" Time at 6" Time (9"-6") Rate (Min./Inch) Test Passed: ❑ Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Test Performed By: Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 Blackburn, Lisa From: Isaac Rowe <irowe @millriverconsulting.com> Sent: Thursday,June 26, 2014 3:59 PM To: Blackburn, Lisa; Sawyer, Susan Cc: 'Pam Lally'; 'Isaac Rowe' Subject: RE: 317 Raleigh Tavern Lane Attachments: 317 Raleigh Tavern Road - Soil testing results 6-26-14.PDF Susan/Lisa, Attached are the soil testing results for the above referenced property. I let Bill do a soil sample because there is 8' of fill material above the natural soil layer and it would have certainly been unsafe to conduct a perc test. 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 !rowe(a)WIriverconsultincom www.milIriverconsglfing.com -----Original Message----- From: Blackburn, Lisa [mai Ito:LBlackburn @townofno rthandover.com] Sent: Friday,June 13, 2014 8:59 AM To: Isaac Rowe (irowemillriverconsultin .com) Subject: 317 Raleigh Tavern Lane Good Morning, Attached is an application for soil testing at 317 Raleigh Tavern Lane. Please contact Bill Dufresne to set up a date.Thank you. Have a great weekend! -----Original Message----- From: noregly @townofnorthandover.com [mailto:nore I townofnorthandover.com] Sent: Friday,June 13, 2014 9:02 AM To: Blackburn, Lisa Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002). Scan Date:06.13.2014 09:01:30(-0400) 1 i o o�,� i„%jet w v _�-?� l F11 _ Olf W � I r t r Y� ,"Umat TOWN OF' NORT11 ANDOVER Office of COMMUNITY A ^ aL OPM. , . AN SERVICES /A I, M BA W' dMn 1600 OSGOtI STREET; ill E 2035 " rat RTI l ANDOVER, MA `iAO 11, SE i l S 01845 Susan Y.Sawyer,iL KMS, 1�4S 97 .688,9540 Plmne Public Health Director u978,6 .8476 luA. lz�a;a8�luuicul �Wcr���ucukc€eau�ku<tcic�crv�r_c;s��?�; APP'LICATION FOR SOIL TESTS DATE: G- MAP&PARCEL: I / ' gg i LOCATION OF SOIL TESTS: i F 6 I LM —r A.)Vn4j f OWNER: f4 1KC ' k'101 L"!A 1-4 F k;0 Contact APPLICANT: 1,A O Contact#: ADDRESS: / ENGINEER:P j�-t(, sl k".0 d 1.�e�"TY�_I j,)L) Contact#: ( 7 ,'j L/ 25— !`5 ' -e" j1'0WNCERTIFIED SOIL EVALUATOR: VI'Llz 1r C,4,5 'fl r�r � u ,Intended Use of Land: Resid tial Subdivision Single Family Home Commercial Is This: Repair Testing: Undeveloped Lot Testing: Upgrade for A dition: UF`Il�,�C)F 1�..i t����l���VER�In the Lake Cochichewick Watershed? Yes No N'.� 1l 111t1"x'11 St�������� THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x M"Plot plan &Location of Testing(please Indicate test pit sites on the pla►►) ➢ Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$360.00 per lot for repairs or upgrades. GENERAL INFORMATION A Only Certified Soil Evaluators may perform deep hole inspections. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. > Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. > Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing the location of all tests(including aborted tests). Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. 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