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HomeMy WebLinkAboutCorrespondence - 295 REA STREET 2/15/2012 _t�imceDui ttl'\!1NTOWN il Ilt iIII I VVt'ist ul li ili t It wVl',IV " it;llf'� "; plllm� 11 I . d 16010 OS GOOD S t _ , I31 U I)IN.J 20; u t t 2w36 ryryY M, A V MND NR, b ( SAp q IM4 8 15 978.088 1)540- Rm @n�ru"u�; Susan V, sawyeir, RJAISP/Rs 1)78A98,8476 MX 110)fiic IHvahllh VCA m cto k-NIA� y,: —;FBw ; Olnns°//wwww ...... ..corn.. SEPTIC PLAN SUBMITTAL FORM LD Date of Submission: Site Location: Engineer: 6i New Plans? Yes Oy, $225/Plan Check# (includes I"submission and one re- review only) YVll� Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes_ No Local Upgrade Form Included? Yes ✓ No Telephone#; Fax#. E-mail: Homeowner �)O ✓ V `f �1�/ � - j !J Name; A, 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 Commonwealth of ssaohu 9 t --- City/Town of �/� � ,i��✓ � rrrr 9A - Application for Focal Upgrade Appr v l a DEP has provided this form for use by local Boards of Health. Other forms may be used, but the vyw information must be substantial) the same as that provided here. Before using this form check with our Y p g Y 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 existtn „ppproved capacity of an on-site system constructed in accordance with either t " �oqMR 1.000. y A. Facility Information Important: �t when filling out 1. Facility Name and Address: D PdP �(X taxi H N forms on the computer,use only the tab key Name / 1 to move your / cursor-do not Street Address the return � key. / t + y City/Town State Zip Code 2. Owner Name and Address(if different from above): -...: - ----- --- — — —- - ---- -- - --- ---------- ' '. Name Street Address City/Town — -- State-------------------- --- ---- Zip Code Telephone Number 3. Type of Facility(check all that apply): Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility:__ 1e 3 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) Conventional ❑ Other(describe below): 6. Type of soil absorption system ( enches, chambers, leach field, pits, etc): O t5form9a.doc•rev.7106 Application for Local Upgrade Approval* Page 1 of 4 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. 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 de mined by �y 1� J`�u''� , l✓V�'I if Evaluator's Name(type or print) Sig r} ture 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: , r„ An upgraded system in full compliance would require a pump chamber, retaining walls, additional septic sand, and possible wetland setback relief since site is in a Riverfront Area. These additional elements are costly and not economically feasible for the owner. 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: An alternative system is not feasible due to the installation cost and annual O&M fee. Addtionally, this site is not within an environmentally sensitive area. t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 3 of 4 r Commonwealth of Massachusetts ity/Town of .uommimm i rdiiiiitllo iworcmiwiwwi ,.JNNdGwu uww�Y a System Pumping Record Form 4 2,12,0 H 1 ' Ar information must be substantial) the same as that rovided d but the DEP has provided this form for use by local Boards of Health C y p , check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location•-Lt! nt-af-ho se, right front of house, left side of house, right side of house, Left rear of house right re r of house, Ihft side of building, right rear of building, under deck. City/Town State Zip Code 2. System Owner: Name Address(if different from location) ------ -- --- City/Town State � Zr Code - k Telephone Number B. Pumping Record �. 1. Date of Pumping pate ` ( 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Other(describe): - — 4. Effluent Tee Filter present? ❑ Yes [9'No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of Syste .. _. `f 6. System Pumped By: d Neil J. Batesan F5821 _ Name Vehicle License Number Batesan Enterprises Inc. Company 7. Lac y" ere contents were disposed: G.L-SD` '�' L ell W to ater c. r� Signatur of ha ler Date t5form4.doc^06/03 System Pumping Record^Page 1 of 1 { �r � 1 L' , i � of - - -_ b � J 1 � 1 r � dv- 1� f� i @14°�i � 1 Eaj .. z z a) _ r� m ` a E ❑ ❑ U3 D a „ u) rn c D (1)�c -C @,, — +. d CYf C 8 O CL a) a) d � cu a 0 'S CO U � 0 0 0 tea)' � a) ;; - "- o u� z E �, m N o r LO o ri IL > a) m `o ° o E E 1 a) ro r Q a � +C C )N r a) Z z a) m N > © E ® O o C C a) ® a) ❑ s KC >, ar- a U) m a) J W 0 p w ® y= E w o O a c O B �U) p a Z Z 0. 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O N W UL U U LL t>�ye I 3 a [HSt pETR 0 0 ti m a� M 6 V) o C a Q o N ! o ci:z W �, `p(\ U Il p N Q? 2ZO8O zQ }�� ui ^+ m 0 W �Qz mw m� Z tOy N MS IIJ, O iA a � a -ot ��' 91& v� y �n F o C ova o� N in in 1 I ? yy°�.� ft"r j vow, G m Q\N Q [E LL / W cr Of in W CN V/ P, O � r C.J O E o ' G / ~ ENSE U U LL X PE, Q Commonwealth of Massachusetts City/Town of 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: A. Site Information When filling out forms on the computer, use Bob Norbedo--------------------- ----------------- -----------------—-------------------------------------------------------------------------- - —----------- only the tab key Owner Name to move your 295 Rea Street cursor-do not Street Address or Lot ---------- ----------- use the return key. North Andover MA 01845 City/Town State Zip Code VQ 978-687-3002 -------- Contact Person(if different from Owner) Telephone Number ,ems 1 B. Test Results 11/14/11 10:00 a.m. Date Time Date Time Observation Hole# PT-1 Depth of Perc 28"-46" --------------------------------- ---------------- Start Pre-Soak 9:33 ---------------------- ------- ------------------- End Pre-Soak 9:49 ------------------------------------------------ ------------------------ Timeat 12" 9:49 ---------------------------------------------- --------------------------------------- ---------- Timeat 9" 10:25 ------------------------------------------------------------------------- ---------------- Timeat 6" 11:09 --------------------------------------------------------------------- ----------------------- ----------- Time (9"-6") 44 min ----------------------- ------------------------—--------- ------- Rate (Min./Inch) 15 MPI --------------------------- ---------------------------- Test Passed: 0 Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ John D. Sullivan III, P.E. —--------------------—--------------------------------------------- Test Performed By: .Randy_Burley, Consultant for Town of North Andover BOH ---------- ---------- Witnessed By: Comments: .......... ---------- ----------------------------------------------- ------------- t5form12.doc•06/03 Perc Test•Page 1 of 1 North Andover Health Department (ommunity Development Division March 2, 2012 John Sullivan, P.E. 22 Mount Vernon Road Boxford, MA 01921 Re: Subsurface Sewage Disposal System Plan for 295 Rea Street,Map 38, Lot 34 Dear Mr. Sullivan: The proposed wastewater system design plan for the above site dated February 1, 2012 and received on February 15, 2012 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. 1. Neither test pit touches the leaching area. While it is a local upgrade approval to only have one test pit in the leaching area; it is a State Variance to not have any test pits in the leaching area (102(2)) 2. Please adjust the groundwater elevation for the location of the leaching field. For example; TP-1 has the highest groundwater table at 37". There is a spot grade in the middle of the system at 99.2. The adjusted groundwater table is 99.2 —37" = 96.12. The highest elevation of the proposed leaching field must be used for the "design" groundwater elevation unless further test pits are dug to prove otherwise. 3. Please show risers on septic on the system profile and indicate the cover(s) are to be childproof(221(13)) P ! 4. Please revise buoyancy calculations based on the groundwater depth at the closest test pit. For example; if the closest test pit is TP-2 and the groundwater is at 48" and the grade where the tank is going is 99.9 then the watertable is to be assumed at 99.9 -4 = 95.9 (221(8)) 5. Please indicate the grade of the septic tank is to be 9"min and 36" max (228(1)) and (221(7)) 6. The toe of the slope is required to be at least 5' from the property line; please revise (225(2)) Page 1 of 2 North Andover l lealffi Department, 1600 Osgood. Street, Building 20, Si,rite 2-36, North Andover, MA 0 1845 Phone: 978.688.9540 f,ax: 978.688.84'76 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, � Sawyer, RFH /RS r Pub is Health Director Page 2 of 2 North Andover Ilealth l)epaorrient, 1600 Osgood Street, l uildirig 20, SUi.te 2-36,. North Andover, MA 01845 l'laoaie: 97 ,688,9540 lax: 978,688,8476 Sullivan Engineering Group, LLC Civil Engineers S Land Development Consultants April 18, 2012 North Andover Health Dept. c/o Susan Sawyer 1600 Osgood Street 7];t�Buildin 20, Suite 2-36 g North Andover, MA 01845P �i Re: 295 Rea Street, North Andover (Tax Map 38 Lot 34) Revised Septic Upgrade Plan Susan; Enclosed are three (3) copies of the revised Septic Upgrade Plan for 295 Rea Street. The revisions to the plan were based on the March 2, 2012 review letter by the Board of Health. All of the items in the review letter have been addressed and reflected on the revised plans. The two testhole locations have been more accurately depicted to demonstrate that they do touch the proposed leaching field. Additionally,the homeowner is going to have a licensed plumber raise the internal plumbing to eliminate the need for a pump system(a local upgrade approval for a 1 foot vertical reduction in groundwater separation is still required). The homeowner is submitting a Notice of Intent to the Conservation Commission for a May 9, 2012 public hearing to construct the proposed septic system as shown on the enclosed plans. If you have any questions or comments please feel free to contact me. VerjanoPE' Y , Ac Cc: Robert&Nancy Nordedo 22 Mount Vernon Road — Boxford,Massachusetts 01921 — (978)352-7871-Phone 978 352-7871 -Fax 0 4 by�� .y�5•• North Andover Health Department (ommunity Dovelopment Division April 27, 2012 Robert Norbedo 295 Rea Street North Andover, MA 01845 RE. Re: Subsurface Sewage Disposal System Plan for 295 Rea Street (Man 38,Lot 34) Dear Homeowners, 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 Sullivan Engineering Group dated February 1, 2012,last revised March 23,2012,received on April 20, 2012. This design has been approved for use in the construction of a replacement, three(3) bedroom (maximum seven (7) room home), on-site septic system, Generally, this plan is good for 3-years from the date of approval, however as this is a repair system Title V requires that the system be installed within 2 years. This approval included local upgrade approval to allow; 1) a one foot reduction in the required separation of four feet between the Soil Absorption System and the high groundwater. 2) An eleven foot setback from the soil absorption system to the foundation wall rather than the required twenty feet. 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. 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 295 Rea Street April 27, 2011 1. Maintain a copy of the enclosed 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)). 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. Since�rdl , / /12-� Wan Y. Sawyer, RE SIRS Public Health Direefor cc: John Sullivan, PE file Page 2 of 2 North Andover Health Department, 1 600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978,688.8476 Commonwealth of Massachusetts REEMEN Clty/Town of Local Upgrade Approval 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 Bob Norbedo key to move your Name cursor-do not 295 Rea Street use the return key. Street Address North Andover MA 01845 VtILA Cityrrown State Zip Code 2. Owner Name and Address(if different from above): Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility(check all that apply): x Residential ❑ Institutional ❑ Commercial ❑ School 4. Design flow per 310 CMR 15.203: 330 9pd 5. System Designer: John Sullivan x PE ❑RS Name 22 Mount Vernon Road Boxford MA 01921 Address Cityfrown State,ZIP B. Approval 1. Local Upgrade Approval is granted for: ❑ Reduction in setback(s)--specify: Separation reduction from 20 between the building foundation to the leaching field to 11 feet. ❑ Reduction in SAS area of up to 25%: SAS size,sq.if. %reduction 295 Rea Street form9b.doc•rev.7/06 295 Rea Street 4/26/12 Local Upgrade Approval, Page 1 of 2 Commonwealth of Massachusetts City/Town of Local Upgrade Approval Form 9B B. Approval (continued) x Reduction in separation between the SAS and high groundwater: Separation reduction 1 ft. Percolation rate 15 min./inch Depth to groundwater 3 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 sleve 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 DPP approval: North Andover Health Dept— Approving Authority fif Susan Sawyer Print or Type Name and Title Slgnature Datb 295 Rea Street form9b.doc-rev.7106 295 Rea Street 4/26192 Local Upgrade Approval•Page 2 of 2 DelleChiaie Pamela { | From: OeleChiaie. Pamela � Sent: Tueoday, May O1. 2O12Q:27AM � To: 'Jack Sullivan' Cc: Sawyer, Susan | | Subject: Approval '2g5Rea Street, North Andover, MA ' Attachments: 20120430162242801.pdf / Hijack, Attached.is your plan approval for 295 Rea Street,North Andover, as well as your Local Upgrade Approval. Have agreat day| @ Pamela De||eChiaie Health Department Town mf North Andover 16UO Osgood Street | Bldg.Z0 | Suite 2-3G North Andover,K4A 01845 � Phone 978.688.9540 Fax 978.688.8476 Email Web / 1 | �