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Home My WebLink AboutMiscellaneous - 976 TURNPIKE STREET 10/8/2015 r i i f PUBLIC HEALTH DEPARTMENT NT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 9/17/15 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair and Construction of an On-Site Sewage Disposal System By: Robert Amor s t 1 At: 976 Turnpike Street Map 107C Lot 44 North Andover, MA 01845 The Issuan e of this ce�tif}ca 0`1's all not be construed as a guarantee that the system will function satisfactorily. r, I k6 ichele Grant Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com I ®u IRECEIVED /w 6 "T"OWN IVY N G:lq::' 400Vf:W Viii\011 L)EFPR"1`M:N nF�l , PUBI IC T UTU 9t"' Rt°tt "t' TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersi d h reby certify th the Sewage Pisposal System constructed;O repaired; By: (Print ame) ,! � Located at: f✓ ,lf f al (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated and last revised on ir,, ,with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan.All work�'s accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Iced Inspection Date: r v Engineer r septa +� Si nature 4 -� �, p ) And—Print Name r Final Construction Inspection Date: Enginer R rescn ative(Signature) And—Print Name (Signature) Dater And—Print Name Engineer: (Signature) Date: And—Print Name 1600 Osgond Street, North Andover, Massachusetts 01845 Phone 978.688,9540 Fox 978.688.8476 Web ltftp.'j/ c,to nofiii°�rllingli o t::. o i Town of North Andover - Septic System - AS-BUILT CHECKLIST 1) II changes to the design plan have been reflected and noted on the as- bunt 2 As-built plan has a suitable scale; 1 inch—40 feet or fewer for plot 3) S et Address,Assessor's Map and Lot Number 4) L ines and Location of Dwellings served by the system " 5) Locations,Elevations and Dimensions of As-built system components,including reserve (if applic e) 6) Ties to all tank openings,d-box,and leach area from dwelling or Permanent Structure 7 Setback distances ,-are shown n the as-built plan from system components to: iibsurface,interceptor&foundation drains ✓p a -Catch basins operty lines 7� Dwellings or other structures Private water supply or irrigation wells Watercourses or wetlands 8) Locations of Wells,Dra' , etland Resource Areas ithin 150 feet of system 9) ocation of water,gas, electric lines,cable,control panel (if applicable) 10)ZLocation of Structures within 6 Inches of Finished Grade 11 o rf ginal Stamp&Signature 12 Location and holder of any easements which could impact the system ' 13) I ervious Areas;Driveways,etc 14) orth Arrow 15) Location&Elevation of Benchmark used 16) STATEMENT ON PLAN (NA 5.3) a. "I certifij the locations,elevations, ties,cover material;exposed component covers etc., shown on this as-built substantially agree vi t12 t1w approved plan and leave determined that t1w break out elevations,if applicab , have n met." Signatur of Designer Date b. —.-"If aSTUCTURALWALL IS PRESENT(NA 4.9)a Letter or statement on the as-built indicating the wall-was or was not constructed in accordance with the intended desi gn and any manufacturer's specifications." Signature of Designer Date 2" Sch. 40 PVC Force Main 89x23 90x45 ® , _ _ 91 x1 ® ' ® 0x74 O 0 91x 1 4) 92, 9 ® • -1-2 DECK 10.5' ' 60.4' 93 /,33 '�� 2 CAR 1x09 Goo°' P / A 90x1 -- GARAGE on c. Plumbing internally connected 0000 9,x38 Pier (Typ) below slab 06 TOP OF FOUNDATION Grassed . 95x6 �— Gar. Slab ' = 98.40' 49 9 x31 Elev=97.35' BASEMENT FLOOR=91.4't Concrete 96x3, 1 112 STORY WOOD 97, 31 FRAME STRUCTURE FFE=9 9.6 0' "0 x 1 Ix 58`� Bit. Conc. I ' , ~� Driveway 19px78 I ! Rit. Conc ��-gg h lEl �Ry\iYy F,. `L? LL ;g Customer: - 3D VIEW 08!28!2015 Scala:fit to page Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer [] Tanning/Massage/Sody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales E] Private(septic tank,eta ❑ Permanent Dempster on Site ❑ SHE (FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - H FORM PLANNING & DEVELOPMENT Reviewed On Signature— COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on gi 1 COMMENTS r Ac Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes PlanniIlg Board Decision: Comments r Conservation Decision: Comments Water 8 Sewer Connection/Snature pate Driveway Permit DPW Town Engineer: Signature; Located 384 Osgood Street FIREDEPAR^TMEN1° - Temp Dumpster on site eyes no Located at 124 Main Street � ,,, y Fire: epattmient.signature/date COMMENTS Grant, Michele From: Jack Sullivan <jacksu1153 @comcast.net> Sent: Wednesday,July 08, 2015 7:36 AM To: Grant, Michele Subject: Re: 976 Turnpike, NA- question on septic review Hi Michele, I am going to make the required changes to the 976 Turnpike Street per your review. Question...the owner would like a deck...I thought if a minimum of 5 feet was provided between the tank and the sonutubes of the proposed deck it could be permitted...not sure if that is a rule of thumb? Jack From: "Michele Grant" <mgrant @townofnorthandover.com> To: "Jack Sullivan" <jacksull53 @comcast.net> Cc: "Isaac Rowe" <irowe @millriverconsulting.com> Sent: Thursday, May 7, 2015 12:55:02 PM Subject: RE: 674 Turnpike, NA - Updated Septic Repair Plans in pdf format Thank you Jack, Question....Is that well being utilized??? Thx Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email tngrant@townofnorthandover.com Web www,TownofNorthAndover.com From: lack Sullivan [mailto:jacksull53 @comcast.net] Sent: Thursday, May 07, 2015 10:53 AM To: Grant, Michele 1 �I Massachusetts Official Use Only Commonwealth of r_ lfA %�'° Services Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07j (leave blank APPLICATION IT TO PERFORM ELECTRICAL All work to be performed in accordance with the Massachusetts Electrical Code(NEC),527 CMR 12.00 (PLEASE PRINT ININK OR TYPE ALL INFORMATION) Date: Au /S City or Town of: NORTH ANDOVER To the InIn p r of Wires: By this application the undersigned gives notice ofhis or her intention to perform the electrical work described below. Location(Street&Number) t Owner or Tenant (: All h Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building Z-2 /) Utility Authorization No. - Existing Service Amps / Volts Overhead❑ Undgrd Q No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters ,may Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of thefollowin g table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Cell.-Susp.(Paddle)Fans TransTotal Trsformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ IN o,of mergency Lighting rnd. grild. Batteiy Units No. of Receptacle Outlets No.of Oil Burners 11FM ALARMS No, of Zones No, of Switches No.of Gas Burners No.of Detection and (� Initiating Devices `® No. of Ranges No.of Air Cond. Total Tons No,of Alerting Devices No. of Waste Disposers ReatPump Number Tons KW No.of Self-Contained Totals: IDetection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal El Connection i —1 Connection No. of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No. of Water IOW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: 0 L)/1 - �' .`; 7- Attach additional detail if desired,or as required by the Inspector of Wires. Estimated"Value of Electrical Work: 260 J�/_ (When required by municipal policy.) Work to Start: / 'Inspections to to'requested in accordance with WC Rule 10,and upon completion. INSURANCE COVE GE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 14 BOND ❑ OTHER ❑ (Specify:) I certify, under the pains and penalties ofpetjury,that the inform alion on Ais application is true anti complete. FIRM NAME; . C '. a LTC.NO.: "3-79 1,4 Licensee: el2zV 611 A . LA)1-1 /I, Signature � o � LTC.NO.: 3 ' 'p (If applicable,enter "exern.�t"in he license number line.) Bus.Tel.No.:' �4 Address: .2 L.� "1J �j'' ✓ �i GI /'�.� " l Alt.Tel.No. *Per M.G.L c.147,s.57-61,security work requires Department of Public Safety"S"License: Lie.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent P�,RI�,FEE $ Signature Telephone No. Grant, Michele From: Jack Sullivan <jacksull53 @comcast.net> Sent: Tuesday,August 11, 2015 1:17 PM To: Grant, Michele; irowe @millriverconsulting.com Cc: peg @jempropertygroup.com Subject: Re: 976 Turnpike - Septic Upgrade - Field Construction Michele & Issac.. Issac...I met with Michele onsite this morning to excavate and view the additional testhole required. The hole was consistent with the testholes we excavated/logged previous. I will prepare a memorandum with the soil log noted for the record. Additionally...the following two changes were discussed onsite and verbally approved...but I wanted to put the changes into an email for the record: 1) The contractor will be using peastone over the infiltrator units (instead of filter fabric) 2) In-place of Cast Iron risers on the septic tank and dosing chamber, poly risers/cover (green) (24" diameter) will be utilized....the tanks are not subject to H-20 loads so there is no need for Cast Iron. Jack Sullivan 781-854-8644 From: "Jack Sullivan" <jacksuI153 @comcast.net> To: peg @jempropertygroup.com Sent: Thursday, August 6, 2015 4:14:07 PM Subject: Fwd: 976 Turnpike - Septic Plan - Contractor minor plan changes Peg, This is what I sent to Michele today...how did you make out on the deck? Jack From: "Jack Sullivan" <jacksuI153 @comcast.net> To: "Michele Grant" <MGrant @townofnorthandover.com> Cc: "Isaac Rowe" <irowe @millriverconsulting.com>, "Lisa Blackburn" <LBlackburn @townofnorthandover.com> Sent: Thursday, August 6, 2015 4:07:45 PM Subject: Re: 976 Turnpike - Septic Plan - Contractor minor plan changes Michele, 1 Attached are the red lined plans with the field changes. I will drop off paper copies to your office tomorrow morning around 9 am. I saw the septic tank installation this morning and this plan reflect the field septic tank location. Jack From: "Michele Grant" <MGrant @townofnorthandover.com> To: "Jack Sullivan" <jacksuI153 @com cast.net> Cc: "Isaac Rowe" <irowe @millriverconsulting.cam>, "Lisa Blackburn" <LBlackb urn @townofnorth and over.com> Sent: Wednesday, August 5, 2015 9:21:36 AM Subject: RE: 976 Turnpike - Septic Plan - Contractor minor plan changes Hi Jack, Yes, Robert and I discussed it yesterday morning. I asked him to run it by you first. One pipe change seemed very reasonable, however the second pipe, from foundation to tank, I asked for your input. Thankyou emailing Isaac and I. Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email marant @townofnorthandover.com Web www.TownofNorthAndover.com ■ 'r! From: Jack Sullivan [mailto:jacksu1153 @comcast.net] Sent: Wednesday,August 05, 2015 7:24 AM To: Grant, Michele Cc: Isaac Rowe Subject: Re: 976 Turnpike - Septic Plan - Contractor minor plan changes Michele, The site contractor for the septic installation contacted me yesterday saying he would like to slightly relocate the sewer force main near the proposed deck footing to avoid any conflict AND run the second building sewer line out of the house to the septic tank in a slightly different configuration than shown (contractor said pipe run would be less and pitch would improve which sounded reasonable). I am ok with these changes and will accurately reflect them on the As-Built plan. 2 I copied Isaac on this as well not knowing if you or Mill River will be inspecting system prior to backfill.... Jack Sullivan From: "Michele Grant" <mcirant aetownofnorthandover.com> To: "Jack Sullivan" <jacksull53Ca7comcast.net> Cc: "Isaac Rowe" <irowe@millriverconsultbg.com> Sent: Tuesday, May 5, 2015 12:13:04 PM Subject: FW: 674 Turnpike - Septic Plan - Need for Town Input Hi Jack, Please see Isaac's response. Please feel free to contact Isaac, his'phone is listed below. Keep me apprised of any conversation and changes to the plan. Thank you Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com 9 From: Isaac Rowe [mailto:irowe @millriverconsulting.com] Sent: Monday, May 04, 2015 3:05 PM To: Grant, Michele Cc: Isaac Rowe Subject: RE: 674 Turnpike - Septic Plan - Need for Town Input I would recommend the designer resubmit the revised design plan with the new wetland line and additional variance requests noted on the plan. MRC will review the revised plan and submit any questions/comments to the Health Department. Even though Title 5 variances will be requested the applicant does not need to submit a variance request application to DEP.The review of variances by DEP has been removed from Title 5 regulations and is no longer required expect in particular situations. 3 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(crmillriverconsulting.com www.millriverconsulting.com From: Grant, Michele [maI Ito:mgrant @townofnorthandover.com] Sent: Monday, May 04, 2015 2:35 PM To: 'Isaac Rowe' Subject: FW: 674 Turnpike - Septic Plan - Need for Town Input Hi Isaac, Please see below and the attached.....What are your thoughts? Thankyou Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant @townofnorthandover.com Web www.TownofNorthAndover.com From: Jack Sullivan [mailto Jacksu1153 @comcast.net] Sent: Friday, May 01, 2015 6:28 PM To: M Yamin Cc: Sawyer, Susan; Grant, Michele; Hughes, Jennifer; Gaffney, Heidi; Willett,Tim Subject: Re: 674 Turnpike - Septic Plan - Need for Town Input Mohammad &Town Staff; 4 i recently had Norse Environmental come out to the above property to clarify the wetland line based on in-depth soil probes to determine the limit of hydric soils. The previous wetland line used was taken from a plan by others for a proposed redevelopment of this property as a Roast Beef restaurant which never materialized. Upon review mutual review of the wetland line with Jennifer and myself it appeared the wetland line would need to be brought more upgradient, which was confirmed by Norse Environmental. The result of the wetland delineation performed by Norse Environmental presents a problem for use of an upgraded septic system...specifically almost the entire site is within the 50 foot buffer to the wetlands. State Title 5 code requires 50 feet from a wetland to a soil absorption system and North Andover requires 100 feet....thus the problem. The existing septic system is failed and as you can see from the attached plan it appears at least one of the leaching pits is in the wetland area. So this email might be more appropriate for the Board of Health to comment on, but I wanted to keep all departments in the loop since this is an active wetland filing. I have never had a situation where I was unable to fit a septic system onsite. The Town sewer is over 400 feet away and furthermore individual sewer force mains are not allowed per DPW. Susan & Michelle....I am not sure if you have run into this situation before. MY THOUGHT IS'WITH THE MICRO FAST UNIT PROVIDING DE-NITROFICATION THE DEP WOULD PROBABLY GRANT A VARIANCE FROM THE 50 FOOT WETLAND SETBACK REQUIREMENT. This would also require a variance from the North Andover BOH and Conservation. I do not think DEP would allow a tight tank since they typically want to see some sort of soil absorption field if there is any land area that would allow some treatment, even with a setback variance. If you could forward this email and plan to Mill River for comment that might be helpful. If everyone agrees the best option is to pursue the DEP variance on wetland setback I can look to prepare the application and continue the public hearing process with Conservation. I would look to submit the variance paperwork to the NA BOH at the same time the DEP variance request is submitted. The owner and I would like to try to finalize some type of design to finally remedy the failed septic system...please let me know the best course of action to take. Thank you. Jack Sullivan 781-854-8644 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.townofnorthandover.com Social Networks twitter.com/north andover www.facebook.com/northandoverma 5 Attached are the red lined plans with the field changes. I will drop off paper copies to your office tomorrow morning around 9 am. I saw the septic tank installation this morning and this plan reflect the field septic tank location. Jack From: "Michele Grant" <MGrant @townofnorthandover.com> To: "Jack Sullivan" <jacksuI153 @comcast.net> Cc: "Isaac Rowe" <irowe @millriverconsulting.com>, "Lisa Blackburn" <LBlackburn @townofnorthandover.com> Sent: Wednesday, August 5, 2015 9:21:36 AM Subject: RE: 976 Turnpike - Septic Plan - Contractor minor plan changes Hi Jack, Yes, Robert and I discussed it yesterday morning. I asked him to run it by you first. One pipe change seemed very reasonable, however the second pipe,from foundation to tank, I asked for your input. Thankyou emailing Isaac and I. Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com • From: Jack Sullivan [mailto:jacksull53 @comcast,net] Sent: Wednesday, August 05, 2015 7:24 AM To: Grant, Michele Cc: Isaac Rowe Subject: Re: 976 Turnpike - Septic Plan - Contractor minor plan changes Michele, . The site contractor for the septic installation contacted me yesterday saying he would like to slightly relocate the sewer force main near the proposed deck footing to avoid any conflict AND run the second building sewer line out of the house to the septic tank in a slightly different configuration than shown (contractor said pipe run would be less and pitch would improve which sounded reasonable). I am ok with these changes and will accurately reflect them on the As-Built plan. 2 Commonwealth of Massachusetts Map-Block-Lot 107.00044 BOARD OF HEALTH ----------------------- Permit No North Andover BHP-2015-0331 ---------------- ------ FEE $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Robert-T.-Amor to(Construct)an Individual Sewage Disposal System, at No --9-7-6--TURNPIKE-STREET as shown on the application for Disposal Works Construction Permit No. BHP-2015,-033---', ated August 03,2015 --------------- Issued On:Aug ------------- --- - ----------------------------------- -03-2015 - -- - - -------------------------- BOARD OF HEALTH Application for Septic Disposal System, t'. TODAY'S DATE Construction Permit — TOWN OF NORTH ANDOVER MA 01845 5 0°x°.-- &m oenent a $ p Important: Application s hereby made fora permit to: When filling out ❑ onstruct a new on-site sewage disposal system* forms on the computer,use Repair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component—What? cursor-do not use the return A. Facility Information key. �/a'r� rz m '. /> Address 0 or L - " ran City/Town /t✓ h/ ' 2.-*TYP OF SEPTIC SYSTEM*: ➢ V Pump ❑Gravity(choose one) ***If pump system, attach copy of electrical permit to application*** ➢ ❑ onventional System (pipe and stone system) ➢ infiltrator or Biodiffuser(Gravel-Less) (Attach a copy of your certification to install this type of system.) ➢ ❑ Pressure Distribution S.A.S.(No D-Box) ➢ ❑ Pressure Dosed(D-Box Present)S.A.S. ➢ ❑ Does the system require an effluent filter? Yes No If yes, does plan specify make and model of filter? YES =(no further info. needed) NO=(installer must specify brand of filter before DWC issuance)) "at is die Make? d,6g["4 it/hatis die M.d,1? IVI,1141 2. Owner Information Name Add ess(indifferent from above) ` . City/Town State Zip de Email address Telephone Number 3. Installer Information Name Name of Company Address zzkA City/Town State Zip Code Telephone Numb (Cell Phone#if possible please) 4. Designer Information NameNa me o Company Address t� 4� r /t+ a City/Town ,. f State Zip Code Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 Application for Septic Disposal System Construction Permit - 'TOWN OF TODAY'S DATE NORTH DOVER, A 01845 $260.00-Full Repair $126.00-Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: residential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover. I understand that until a final Certificate of Compliance has been issued by this Board of Health, the installed system is not approved. Name Date Jcatio A rove d y: and f eaIth Representative) pp Q ame" Date Application Disapproved for the following reasons: „ . ....... �.... For Office Use Only: Z Fee Attached? Yes No 2. Project Manager Obligation Form Attached? YesV__ No 3. Pump System? If so,Attach of Electrical Permit Yes �w Na Applicant received copy of "Electrical Inspection Notes)b_- e ,c.Systerns� " Yes No Handout? 4. Reviewed approvalletter, all paperwork received. Yes'° No Missing.' 5. Foundation As-Built?(new construction only): Yes No (Same scale, as approved plan) 6. F1oorPlans?(new construction only): Yes No Application for Disposal System Construction Permit•Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: l (i,ddress ohs ptic.sys ��) For plans by 5 z� ,)�/'W ✓ ✓ P/i ' Relative to the application of I'l611'cf (Installer's name) And dated M ,,. 19.gina.Zia Dated ' � lt oc as ate With revisions dated _o � - (Last revised date) I understand the following obligations for management of this project: 1. As the installer,I am obligated to obtain all permits and Board of Health approved plans priot to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer,I must call for any and all inspections. If homeowner,contractor,project manager, or any other person not associated with my company schedules an inspection and the system is not ready,then item three shall be applicable. 3. As the installer,I am requited to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or my company a. Bottom of Bed—Generally,this is the first(1'� inspection unless there is a retaining wall,which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection—Engineer must first do their inspection for elevations,ties, etc. As-built of verbal OK(or e-mail to: health dc.)t i)townofnorthandover.com) from the engineer must be submitted to the Board of Health,after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system,all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer,I understand that only I may perform the work (other than sim ple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer,I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of.Health staff or consultant. d. Installation of tank, D-Box,pipes, stone, vent,pump chamber, retaining wall and other components. 6. As the installer, I understand that I am solely responsible for the installation of the system as per the ap roved plans No instructions by the homeowner.general contractor,or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Install er: (T >lay's L ate) P- ( arise--Print) ( �uff—'Sign ed Blackburn, Lisa From: Jack Sullivan <jacksul153 @corncast.net> Sent: Wednesday,July 01, 2015 11:25 AM To: Blackburn, Lisa Subject: Re: 976 Turnpike St. Lisa, must have left an old address on the plan...sorry. Owner information: JEM Property Group 14 Chatfield Drive Litchfield, NH 03052 Thank you. Jack From: "Lisa Blackburn" <LBlackburnn townofnorthandover.com> To: "Jack Sullivan" <iacksu1153comcast.net> Sent: Wednesday, July 1, 2015 11:09:00 AM Subject: 976 Turnpike St. Hi Jack, Here is the disapproval letter for 976 Turnpike St. Can you give me the homeowners address? I have 39 Cotuit Street LLC, 733 Turnpike St. #217, No. Andover MA. I did notice Jem Property Group on the Form 11. 1 want to make sure I have it correct. Thanks. -----Original Message----- From: noreplytownofnorth and over.com [mailto:noreilv6�Dtownofnorthandover.com] Sent: Wednesday, July 01, 2015 11:11 AM To: Blackburn, Lisa Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002). Scan Date: 07.01.2015 11:10:44 (-0400) Queries to: noreply6a 7townofriortliandover.com All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.townofnorthandover.com 1 1 i • North Andover Health Department Community and Economic Development Division July 22, 2015 JEM Property Group 14 Chatfield Drive Litchfield,NH 03052 Re: Subsurface Sewage Disposal System Plan for 976 Turnpike Street(Map 107C,Lot 44) To Whom It May Concern: The proposed wastewater system design plan for the above site dated June 22, 2015 with a final revision date of July 9, 2015 and received on July 13, 2015 has been approved. The design plan has been approved for use in the construction of a new on-site septic system for a 4-bedroom(max 9-roam)home utilizing a Quick 4 Plus Standard LP Infiltrator Chamber system. This design plan approval is valid until July 22, 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. 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)). 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 976 Turnpike Street July 20, 2015 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. 3. Since only one test pit is in the proposed soil absorption system the required Form 9A —Local Upgrade Approval request form is required to be submitted. Also, an additional test pit will be required at the time of the bottom of bed inspection to confirm the subsurface soil conditions prior to the installation of the leach field components. 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, )Michele Grant .mm Health Inspector Encl. Installers list cc: Jack Sullivan, P.E. File Page 2 of 2 North Andover Ilealtli Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 io /�i/lei%i �i,.♦ ., � ae, i r North Andover Wealth Department (ommunity Development Division July 1,2015 Jack Sullivan,P.E. Sullivan Engineering Group,LLC P.O. Box 2004 Woburn,MA 01888 Re: Subsurface Sewage Disposal System Plan for 976 Turnpike Street(Map 107C,Lot 44) Dear Mr. Sullivan: The proposed wastewater system design plan for the above site dated June 22, 2015 and received on June 25, 2015 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. On sheet 1 of 2,the finished side slope of the mounded system is steeper than 3:1 horizonatal:verticial(3 10 CMR 15.255(2)). 2. On sheet 1 of 2,the proposed deck and pump chamber do not meet with minimum setbacks in the North Andover Board of Health regulations(NA BOH 3.9). 3. On sheet l of 2,although noted on the plan,the other building sewer line proposed into the septic tank is not depicted on the site plan. If bends are proposed in the building sewer line(s) a cleanout is required. 4. Annual maintenance of the effluent filter is required and should be noted on the design plan(3 10 CMR 227(7)). 5. On sheet 1 of 2,the site plan and profile do not provide adequate cover material above the proposed tanks (3 10 CMR 228(1)). 6. On sheet 1 of 2,the sizing calculations for the conventional system depicts the incorrect"leach area provided"for the trench length and square footage. 7. On sheet 1 of 2, if finish grades are proposed within 5' of the property line a swale is required (3 10 CMR 15.255(2)). 8. On sheet 2 of 2,pump calculation note#10 depicts the incorrect reserve capacity of 412 and 453 gallons based on the available volume above the alarm float of 33". Additionally the gallons/ vertical foot appear to be based on a smaller pump chamber. Please modify the emergency storage calculations as needed. 9. On sheet 2 of 2,pump calculation note#11 indicates a maximum operating point of 40 GPM with a total head of 14.22 feet.This operating point appears to be beyond the pump performance curve for the selected pump. Therefore indicating the pump may not be able to provide necessary flow Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 against the calculated head. Please confirm if the selected pump will meet the operating point or revise the pump selection as needed. 10. On sheet 1 of 2,the slope of the longest line from the distribution box to the Infiltrator Chamber inlet appears to be approximately 0.002' based on an 18ft+/-length of pipe. The design plan proposes a slope of 0.01'. 11. Although not a reason for disapproval,you may wish to minimize the force main length by proposing the distribution box on the northern side of the leach field. 12. Since the Infiltrator Chamber system is proposed as an alternative soil absorption system the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use"will apply. Please provide the following as required by the approval conditions Section H(18): c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: L has been provided a copy of the Title 5 EA technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agl°ees to comply with all terms and conditions 2. for Systems installed under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); 3. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and 4. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, mods or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 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. incerely, Michele Grant Health Inspector cc: JEM Property Group 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 RECEIVED E July 9,2015 JUL 21 2015 Town of North Andover "1° 1j C)i N�9 fls 1i ANDOVER Board of Health 1600 Osgood Street North Andover,MA 01845 Re: 976 Turnpilie Street,North Andover Owner Certification for Septic Upgrade As owner of the above property T certify that: 1. have been provided a copy of the Title 5 KA technology Approval, the Otivner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; 2. for Systems installed under a Remedial Use Approval, the owner agrees to fulf ll his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMIZ 15.287(5), 3. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted, and 4. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, mode or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to he failing to protect public health and safety and the environment, as defined in 310 CAM 15.303. Ver rely o rs, Peg raveline of JEM Property Group