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HomeMy WebLinkAboutCorrespondence - 38 WELLINGTON WAY 6/22/2016 i North Andover Health Deportment 1 Community and Economic Development Division June 22, 2016 Messina.Development Corp 1 277 Washington Street Groveland, MA 01834 Re: Subsurface Sewage Disposal System Flan for 51 Wellington Way—hot 4 t (Map 1050,Lot 87) t To Whom It May Concern: The proposed wastewater system design plan for the above site dated January 8, 2016. with a final revision date of June 8, 2016 and received on June 9, 2016 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom (max 9-room) home utilizing a gravity leach trench system. This design plan approval is valid until June 22, 2019. 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 Tow of North Andover. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction Permit,the applicant must. submit a foundation as-built at the same scale as the approved plan 1 2. Prior to the issuance of the Disposal Works Construction Permit, the applicant must 1 submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. i Pagel of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 51 Wellington Way— Lot 4 June 22, 2016 3. If site conditions are found in the field to be different fiom 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)). 9 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 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 flee 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, frian/Jz. L CENT Director of Public Health p Encl. Installers list cc: Philip Christiansen,P.E. 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 CHRISTIANSEN & SERGI, INC PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 C511 tel:978-373-0310 www.csi-engrcom fax 078-372-3960 June 9, 2016 Mr. Brian LaGrasse Health Director 1600 Osgood Street Building 20; Suite 2035 North Andover, MA 01845 Re: Lot 4— 51 Wellington Way— SSDS revision Dear Brian The developer has decided to put a house with a smaller footprint on Lot 4. The system design for the lot was previously approved. The original footprint was 1797 square feet and the new footprint is 1549 square feet. The new house will be a four-bedroom house as was the original design, The house is in the same location as on the approved plan but it is shorter than the original house and thus the pipe from the house to the septic tank needed to be lengthen and the invert at the house adjusted. These changes are reflected in the site plan and in the profile. Very tr y fir X RECEIVED P M p Christiansen P.E. JUN 0 9 ()1[,j I'OWN OF NOF��H ANDOVM KXII�DEFIAF'a,TMEPTI' • (k! pit . G Ar G%d A 1 North Andover Health Department S� Community and Economic Development Division March 24 2016 Messina Development Corp 277 Washington Street Groveland,MA 01834 Re: Subsurface Sewage Disposal System Plan for 51 Wellington Way--Lot 4 (Map 105C,Lot 87) To Whom It May Concern: The proposed wastewater system design plan for the above site dated January 8, 2016 with a final revision date of March 22, 2016 and received on March 23,2016 has been approved. The design has been approved for use in the construction of a new on-site septic system for a 4- bedroom (max 9-room)home utilizing a gravity leach trench system. This design plan approval is valid until March 24, 2019. 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. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit a foundation as-built at the same scale as the approved plan 2. Prior to the issuance of the Disposal Works Construction Permit, the applicant must submit the floor plans of the proposed dwelling showing no greater than 4 bedrooms or a total of 9 rooms. Pagel of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 51 Wellington Way—Lot 4 March 24, 2016 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 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. Sincerely, f Michele Grant Health Inspector Encl. Installers list cc: Philip Christiansen, P.E. 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 V 3 i P 0. 00 00 00 'rl r-1 r-i c z d� N 00 O\ © © W © © 0000 O 00 N ,--e O •-w p �"'. 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North Andover Board of health roWt,j OF N()�;a�4 AM)OVER 1600 Osgood St, Suite 2035 _T [0)AMMENT North Andover, MA 01845 I-JEN' 1� RE: (Lot 4) 51 Wellington Way Dear Ms. Grant: In response to your letter of March 18, with Comments on the Septic System Design, I offer the following: I The address should reflect the correct street name of Wellington Way instead of Wellington Woods 7he address has been changed. 2 On sheet 1 of 2, the foundation drain location and elevation are not shown on the design plan (NA 3.2). A ]"oundation drain has been (n.hled and the hii,erl elei,ationspecifled 3 An inspection poll was not shown on the design plan (31.0 CMR 15.240(13)). "In i1i'spection port has been adtk?d 4 The reserve leach trenches should be clearly shown on the design plan. The reserve trenches are inarkcd on the olans. 5 The breakout elevation for the leach trenches are not depicted on the design plan. Th.c brealiotd elevolions are nmi,shoivn oil the p/ans 6 It appears a sand overdig will be required and should be shown on the design plan. the sand o verdig has been cackled to the plan 7 On sheet I of 2, existing and proposed topography should be added and clearly labeled to the area adjacent to the leach trenches to confirm the breakout elevation is 1-net. The existing toj,,)ograj)hy is rvnv labeled. There awn 't an,vj) •oposed contours in the area qflhe s'ysteln, Spot elei,ations have been aded d 8 On sheet I of 2, the proposed grading around the septic tank in the site plan view does not match the profile view. The grading arotni.d the sej)tic tank has been corre(..,led 9 On sheet 2 of'2, the leach field longitudinal section does not depict the required base material under the distribution pipes (3 10 CMR 15.247(a)). Labeling of the base nialerial has been added 10 Label all proposed drainage areas on the lot and depict the setbacks to the septic tank and leach trenches. Theflat cared is not a drainag-e area in the Iraditionalsense. It is not on itifillration area as &fined bY Sto •nivi)eiter Managenient stanclards and no credilfi)r infiltration tvos taken in thc ttpproval process. I have added ditnensions to it and Me seplic tank isgreater than 5,fi�etftoin the areo and the selitie s.ysleln is greater Man l0 (nvoYj;-oi'n the area, so that if it i+vre to be considered a &�(Iinage area it (..,oniplies �i4lh Tifle 5, 11 An access riser to within 6" of finish grade is required above the septic tank (310 CNIR 15.228(2). .310CAM15,228(l) requires 9 inches qfcoier. Risers, are requ.ircd only i1 e.owl.is greal er than 9 inches". Front the rc,lVdations: Septic fardis Shall&we a tninilnurn co i,er of nine inchcs. Systeins buried greater than nine inc,hes belmi,grade inust be equipped mvilh risers on a//tank top oj)ening,-sµ and the dish'ibution box.3 1 0("A4R 15.228(2) does not al.y)l), 12 On sheet I of 2, the schedule of elevations and the profile indicate no slope from the outlet of the distribution box to the inlet of the leach trenches. It is recommended to have a minimum slope of 0.01 (1/8 inch per foot). 7he outlet fi-oln the D-Box is leml,161-lirojeet. Nu.,seltedule ofelei,alions has been m-Ultsied/iy, 0.of ft. The distribution pi,1)e is 50.1i.w long al 0.00 fl/fl. 7 here is 4l%t bcn,wen the d- box and the beginning,oI'Ihe trench. 71m of those 4jeel are required to be lelel' le(wing, on y 2 f qfpiping in ithic•h ive haw chosen to n7aintain the ,005ft/ft of trenches. I hope this answers all of your concerns. If you have any additional questions, please do not hesitate to call me. Since, Phil* G. Christiansen i 1 North Andover Health Department Community and Economic Development Division March 18, 2016 Philip Christiansen,P.E. Christiansen and Sergi, Inc. 1.60 Summer Street Haverhill, MA 01.830 Re: (Lot 4) 51 Wellington Way (Map 1050, Lot 22) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated January 8, 2016 and received on March 10, 2016 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. The address should reflect the correct street name of Wellington Way instead of Wellington Woods. 2. On sheet I of 2,the foundation drain location and elevation are not shown on the design plan(NA 3.2). 3. An inspection port was not shown on the design plan (3 10 CMR 1.5.240(13)). 4. The reserve leach trenches should be clearly shown on the design plan. 5. The breakout elevation for the leach trenches are not depicted on the design plan. 6. It appears a sand overdig will be required and should be shown on the design plan. 7. On sheet I of 2, existing and proposed topography should be added and clearly labeled to the area adjacent to the leach trenches to confirm the breakout elevation is met. 8. On sheet 1 of 2, the proposed grading around the septic tank in the site plan view does not snatch the profile view. 9. On sheet 2 of 2,the leach field longitudinal section does not depict the required base material under the distribution pipes (3 10 CMR 15.247(a)). 1 1 I Paget of 2 i North Andover Health Department, 1600 Osgood Street, Suite 2035, North Atrdover, MA 01845 Phorre: 978.688.9540 Fax: 978.688.8476 10. Label all proposed drainage areas on the lot and depict the setbacks to the septic tank and leach trenches, 11. An access riser to within 6" of finish grade is required above the septic tank (3 10 CMR 15.228(2). 12. On sheet I of 2, the schedule of elevations and the profile indicate no slope from the outlet of the distribution box to the inlet of the leach trenches. It is recommended to have a minimum slope of 0.01 (1/8 inch per foot). Please feel free to contact the office or Mill River Consulting at 978-282-0014 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. Michele Grant Health Inspector cc: Messina Development Company File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Smite 2035, North Andover, MA 01845 Phone: 978,688.9540 Fax: 978.688.8476 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH E "AwrMENT 1600 OSGOOD STREET; SUITE 21135 NORTIC ANDOVER, MASSACHUSETTS 01€45 978.68k.9540—Phone 97K688.8476 FM E-MAIL„ lic i lth(le pt(�i),rroi�thanctoverj-yia.gov J WEBS111 httttP lAwtvw.notthandovctua#rwxoy SEPTIC PLAN SUBMITTAL � FORM RRECEIVED Date of Submission: IU� ECG Site Location: �' ��. :. m�. ( „��: .� � 1.. °`e ...."�. VER VNT A Engineer: -i"aq,l New Plans. Yes Plan Check# i '� �"�' $�„5 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 No Telephone #: '� ' r°"" r P Fax M E-mail: Homeowner Name: Al C s 1 1,/ AMx, (.)C 0? " i W OFFICE USE ONLY When the submission is complete (including check): _Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant S� �� Enter on Log Sheet and Database No. THE COMMONWEALTH OF MASSACHUSETTS FE BOARD OF HEALTH[ 1 OF v ) 1 &t L A UP APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( } - omplete System L]Individual Components (Al ocation ON Name Vf a Mapl,Parcel# 7 1gr..- jq! A Tess Lot# r B Telephone# rt Ins[allerls Name � es3�ger's Name} � Address R'1n V-37_ ress 3- &3 f Telephone# Telephone# Type of Building: %A)M4 Lot Sievo Sq.feet Dwelling—No.of Bedrooms Garbage drind4f (t4-j Other—Type of Building No. of persons Showers { ), Cafeteria ( ) Other fixtures , Design Flow(min.re uir d) 14 410 gpd Calculated design flow gpd Design flow provided��pd Plan: Date Number of sheets Revision Date Title of So r I on Soils) s" Soil Evaluator Form No. 1f i- 12, Name of Soil Evaluator I i oW@oggluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an er agrees not to place the system in operation until a Certificate of Compliance has been issuej by the Board of Health. Signed 'S %�? Date ` Inspections MAR 1 G LIG TOWN OF NORTH ANDOVER fjEALTH F FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 Rl�l4T�r i B ti V a i i Commonwealth of Massachusetts City/Town of North Andover REr'_ Percolation Test Form 12 TOWN- Percolation test results must be submitted with the Soil Suitability Assessment fo -Adtbwage 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 V k with the local Board of Health to determine the form they use. IfEdOED Important:When A filling out forms Site Information mi`d 0 on the computer, use only the tab Gordon family Trust --------------- key to move your Owner Name HEALTH DEPARTMENT cursor-do not 602 Boxford Street LOT 4 use the return Street Address or Lot# ---------- -------- key. dr----h North Andover MA 01845 V%=A City/Town State Zip Code Philip Christiansen 978.373.0310 Contact Person(if different from Owner) Telephone Number B. Test Results 1/13/2015 1:40 1/13/2015 1:50 Date Time Date Time Observation Hole# 6A 6B Depth of Pere 4611 4611 Start Pre-Soak 1:40 1:50 ----------- End Pre-Soak 1:55 2:05 ------- Time at 12" would not ........... would not Time at 9" maintain maintain Time at 6" water level water level Time(9"-6") <2 min/inch <2 min/inch Rate(Min./Inch) Test Passed: Test Passed: Test Failed: ❑ Test Failed: ❑ Philip Christiansen Test Performed By: Isaac Rowe Witnessed By: Comments: t5form 1 2.doc-06/03 Perc Test•Page 1 of 1 -a m w W TI n d C m c 0 0 a D O0 C) a 9 � 0 � 0 � 3 CD (D 0) � ei U3 w 3 8 c x tD a 4u o o co Z 0 0O ca rn a o m N > (D `c % o y o _ �, tD ro as © o a O coo `" Oz ; cn CD w m a o m ® � D o0 o J Cl). 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PROPERTY OWNER Pr t 100 Year Structure yes MAP La aG PARCEL: ZON[NG DISTRICT�� Historic District'yes Machine Shop Village yes; TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building $-One family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other el goo, n IIVi ls` :" rrc �.ee DESCRIPTION OF WORK TO BE PERFORMED: A/ Identification- PIease Type or Print Clearly OWNER: Name:&�l,c� be ' 3 � Phone: � -?V/'-3! 76 Address:; SH e-e-* -6 0 MA e) F Contractor Name. c� '� Phone. / �fU Ernaw.AtSs A " ci" 6:Q. Address. ' . r� L1_ !1 Supervisor's Construct�an Lcens� 1�° d���� Exp Date � � Horne Imprav ment License 1� �{ Exp Date: f �� ARCHITECT/ENGINEER rt Phone: r�S cs Address: '-`� 5 � ' '? um� CfReg. No FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the"guaranty fund �. a hfff �c ffi i Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans'` [Pablic YPE OF SEWERAGE DISPOSAL Sewer ❑ Tanning/Massage/Body Art ❑ Swirn�ning Pools ell Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ` Permanent Mmpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF A U FORI4lII PLANNING & DEVELOPMENT Reviewed On v �j'� S�gnature� ; Jq COMMENTS G Qt A)I 12zou CONSERVATION Reviewed on nature COMMENTS HEALTH Reviewed on ZL �0 Si nature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receiptsubmitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/S1 nature &Date _ Driveway Permit DPW Tows.Engineer: Signature: m Te..1 Located 38 god Street 4 Os oo r t FII E I7EP Rt1'I91�IENT� ggp,I urnpster on stt Located 4 MaSreetk�$� x 5 _ ,F�ir�eDe artments� , ' FI.'� ,s.�. �����.� r. i' r�'✓ N '6mrKs..��a'""�`' e.. v r�y.a' dr 5 �.'qvi�'rywsr�"'��'�r� P nOMMENT�S00 . „r n