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HomeMy WebLinkAboutMiscellaneous - 215 OLD CART WAY 4/30/2018 (2) 215 OLD CART WAY 210/107.6-0109-0000.0 i r 1 North Andover Board of Assessors Public Access Page 1 of 1 NORTH Borth handover Board of Assessors 0.4«•0*•1N0 f s 9 MR # _! ♦i �93� ^r# .T.,CH,,5et roperty Record Card Click Seat To Return Parcel ID:210/107.B-0109-0000.0 FY:2010 Community :North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels F Search for Sales Summary Residence Detached Structure Condo 215 OLD CART WAY Commercial Location: 215 OLD CART WAY Owner Name: CHECKOWAY,ERIC A GAYNOR CHECKOWAY Owner Address: 215 OLD CART WAY City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 8-8 Land Area: 1.54 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3238 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 645,200 682,300 Building Value: 411,100 451,200 Land Value: 234,100 231,100 Market Land Value: 234,100 Chapter Land Value: LATEST SALE Sale Price: 1 Sale Date: 01/11/2001 Arms Length Sale F-NOCONVN ERIC - IENT Grantor: Code: CHECKOWAY Cert Doc: Book: 05977 Page: 0238 http://csc-ma.us/PROPAPP/display.do?linkld=1519703&town=NandoverPubAcc 11/4/2010 SUMMARY OF INVERTSF BUILDING TIES SEWER 0 FDTN. PRE-EXIST. BLDG. CORNER A I B C _NOM THIS PLAN & CERTIFICATION IS NOT SEPTIC TANK IN PRE-EXIST. SEPTIC TANK 32.2 31.0 1 A WARRANTY OF THE SUBSURFACE DISPOSAL SEPTIC TANK OUT 188.62 DIST. BOX 31.5 38.5 SYSTEM. IT IS ,A RECORD OF THE LOCATION DIST. BOX IN 188.44 AND ELEVATION OF THE EXISTING SYSTEM DIST. BOX OUT 188.29 COMPONENTS. INV. IN CHAM. 188,24 BOTT. CHAM. 187.5 THIS PLAN AND CERTIFICATION APPLIES I HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, ONLY TO THE SYSTEM COMPONENTS COVER MATERIAL; EXPOSED COMPONENT COVERS ETC.; WHICH WERE REPLACED. SHOWN ON THIS AS-BUILT SUBSTANTIALLY AGREE WITH THE APPROVED PLAN AND HAVE DETERMINED THAT THE BREAK OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET." 613111 VLADIMIR NEMCHENOK ,A 4 ECIG' OF �F-7TLAPdDS i ROM �♦ L.OT 10 \ i (67,230 SF.) !r N/F SEARLS *BM. N DALEY 1 �`1 o—sox �y is—s ,` ... �� •..r � ? poi �w nu �• • ��V� ;�._ PORT 'tit vDff ..FSS.;-.Y.., t ,3 1 MiO"�T VLADIMIR! yG WAY NEMCH£NOK m AS BUILT PLAN OF SUBSURFACE DISPOSAL SYSTEM LOCATED IN NORTH ANDOVER, MASS./215 OLD CART WAY -I-- X AS PREPARED FOR o rG- ERIC CHECKO WAY � a� TM: 10'7B _ DATE: 6-3-11 SCALE: 1"=40'In TL: 109 g0 20 40 80 MERRIMACK ENGINEERING SERVICES 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 R • S�TTGED��s � • PUBLIC HEALTH DEPARTMENT Town of North Andover (ommunity Development Division Tt OF COMPLIeWCE As of•• dune 10, 2011 This is to cert that the individual su6surface dsposaCsystem received a SATISTAC`7ORTIM(PEMOiYof the: Complete System W§pair of an On Site Sewage gXTosa[System By: Mike OWITy ---- At. 215 OCd Cart Nay Wap-107 B Parcel-0109 North Andover, XX 01845 7Fie Issuance o ft is cert cate shaffnot 6e construed as a guarantee that the system wiCffunction satisfactorily. SusaplT Sawye;'2ZVfS/ �'- (Pu6Cu 5feafth Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com NORTfi e• 0�4.�.e y qY9 O - 9 i • i ^i C v �SSwcHusEt q PUBLIC HEALTH DEPARTMENT JUL -6 6011 Community Development Division TOWN OF NORTH ANDOVER �HEAUH DEPARTfti11ENIT— TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed;( repaired; By: (Print Name) Located at: 21f7 01,P CAIZT IJA%e (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on ,with a design flow of 44-o 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 is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: Engineer Representative(Signature) And—Print Name Final Construction Inspection Date: — Engineer Represen tive(Signature) And—Print.Name Installer: (Signature) Date: d—Print Name Enginer: l/�i'ma � 'ViAL,—Af.4j-gnature) Date: 00,74 20!/ {1cAot tit�� �✓�(C�IE/l/O►L. And—Print Name 1600 Osgood Street, North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com AS-BUILT CHECKLIST All changes to the design plan have been reflected on the as-built "+/ Is of suitable scale;(one inch=40 feet or fewer for plot plans and one inch=20 or fewer for details of system components) Lot number, Street Name,Assessors Map and Parcel Number Lot Lines and Location of Dwellings served by the system RECEIVED r Locations&Dimensions of system,includ4jng-reserveTf pp cca e) JUL -6 L011 Ties to dwelling or Permanent Structure&WellsTOWN OF NORTH ANDOVER HEALTH DEPARTMENT a.From Septic Tank b.From Leach Area / Ties to Lot Lines from leach area ✓ Locations of Deep Holes&Peres Elevations of Disposal System Top of Foundation Elevation Locations of Wells,Drains,Watercourses within 150 feet of system Location of water,gas,electric lines,cable Distances from Corners of House to Center of Tank&D-Box Location of Structures within 6 Inches of Finished Grade lv Original Stamp&Signature Location and holder of any easements which could impact the system Impervious Areas;Driveways,etc North Arrow Location&Elevations of Benchmark used STATEMENT ON PLAN(NA 5.3) "I certify the locations, elevations, ties, cover material; ex_osed comp overs etc. shown-on this as-built substantially agree with the approved plan and have etermined that the break out elevations, if ap icable, have been met." Signature of Designer Date or, if a STUCTURAL WALL IS PRESENT(NA 4.9)Letter or statement on the as-built indicating the wall was, or was not, constructed in accordance with the intended design and any manufacturer's specifications Signature of Designer Date As of:Wednesday,April 27,2011 DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com) Sent: Thursday, June 16, 2011 11:02 AM To: 'Susan Sawyer(ssawyer@townofnorthandover.com)' Cc: Grant, Michele; DelleChiaie, Pamela; 'Dan Ottenheimer; 'Randy Burley'; 'Marianne Peters' Subject: 215 Old Cart Way Attachments: 215 Old Cart Way Final Grade Inspection 6-15-11.pdf Susan, Attached are my filed notes for the final grade inspection at the above referenced property. The finish grade elevation meets the maximum 3' requirement as proposed on the design plan. There is a slight(1-2") low spot above the SAS compared to the surrounding grade. This is very minor and I do not believe this will pose any potential problems during storm events as it relates to runoff. Please let me know if you have any questions. Thank you, Isaac M. Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street 1 2-t5 Old LGr1_w4A� N/F SEARLS 3 A cvvw, 1914-.Z. S . TANK �. 1 J'7v vF�' (TO REMAIN) I lq LSSS * M. T.f.:+191.39 __ '�� 1_- rJ 4(914 Iq 1. Ica 4AL0 rI�T=,\ PORCH 4� 191.3CD ri ����, 000 SID ��(z ' k r1 n. PROP. ` 79&x tEa `.D—BOX "� 'k—," k— / 43rd 1c(I �Z) t .SAs ` 48`tf'�y �' \., T_1 • ' 4' "' \ v OIC. \ .rr \.\' *y ': 01�JF �,� 1$at{a r>m ZZZ Q PROP. , 134 P INSPECTION',, '2 ROP. L�ACH FIELD b '� PORT W/33 INFILTRATOR \ f9 zz ; I r '^ L� Q CHAMBbii IN A 3x11 -pr T�f��sy' rti cjptJto c5 IGI(. CONFIGURATION _,. > 134,g9. PROF'. { ? ^ il VENTY PROP. LIMI a OF EXCAVAON 5' ALL AROUND " (SEE NOTE 4) 'U WAY Of ,A &s DelleChiaie, Pamela From: Randy Burley[rburley@millriverconsulting.com] Sent: Thursday, June 09, 2011 8:13 AM To: Sawyer, Susan Cc: Grant, Michele; DelleChiaie, Pamela; 'Isaac Rowe' Subject: RE: 215 Old Cart Way Hi Susan, I am not on the schedule to come at this point. I see Isaac is scheduled for Wednesday, may be he might be able to run over. I'll check with him. Thanks, Randy Burley Project Manager 978-282-0014 From: Sawyer, Susan mailto:ssa er townofnorthandover.com wy [ wy @ 1 Sent: Wednesday, June 08, 20114:19 PM To: 'Randy Burley' Cc: Grant, Michele; DelleChiaie, Pamela Subject: FW: 215 Old Cart Way Randy, Mike Reilly is asking for a final grade at 215 OCW. Are you going to be in town tomorrow, Monday or Tues? Maybe you'd like to check it out with Michele. Bill says he is going to do spot elevations to confirm, but I wouldn't mind getting your input as well. Let us know if you are available to do a final grade. Thx Susan From: fpreillyandsons@comcast.net [mailto:fpreillyandsons(dcomcast.netl Sent: Wednesday, June 08, 20112:21 PM To: Sawyer, Susan Subject: Re: 215 Old Cart Way Susan, Michael asked that I let you know that we are all set with 215 Old Cart Way. The system is staked and it has been loamed & seeded. Please call me at 978-475-1237 if you have any questions. Thanks, Debbie ----- Original Message ----- 1 i DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, May 25, 2011 1:07 PM To: Sawyer, Susan; Grant, Michele Subject: Septic-215 Old Cart Way-Bottom of Bed Inspection request-Mike Reilly Importance: High Follow Up Flag: Follow up Flag Status: Flagged Mike Reilly just called......he needs a BOB inspection for 215 Old Cart Way......really deep hole. Please call him at 978.375.4811 to schedule a time that someone will do the inspection and confirm with Mike. Thank you. seat Rig444, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 S Office-978-688-9540 Fax-978-688-8476 O Email-ndellechiaieotownofnorthandover.com Website http://www.townofnorthandover.com/Pages/index "We can never see the path of our life if we are too busy focusing on the pebbles under our feet."--Anonymous 1 • S��T[;Fll-!tea . • North Andover Health Department Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: G9/� MAP: LOT: INSTALLER: DESIGNER: PLAN DATE: BOH APPROVAL DATE ON PLAN: INSPECTIONS TANK INSPECTION: Uma �r DATE OF BED BOTTOM INSPECTI /�. DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: h51� l SITE CONDITIONS ❑ Contractor reports any changes to design plan ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: SEPTIC TANK ❑ Building sewer in continuous grade, on compacted firm base ❑ Cleanouts per plan ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon tank has been installed loading ❑ Monolithic tank construction ❑ Water tightness of tank has been achieved by testing ❑ Inlet tee installed, centered under access port Q ❑ Outlet tee installed, centered under access port (gas baffle/effluent filter) ❑ inch cover to within 6" of final grade installed over one access port ❑ Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base_ ❑ Weep hole plugged ❑ gallon Pump Chamber installed ❑ loading ❑ Monolithic tank construction ❑ Inlet tee installed, centered under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ cover at final grade installed over pump access port ❑ Water tightness of tank has been achieved by testing ❑ Hydraulic cement around inlet & outlet Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: basement ❑ Alarm signal located inside: basement Comments: DISTRIBUTION-BOX ❑ Installed on stable stone base ❑ H-20 D-Box ❑ Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM (General) FT _ Bottom of SAS excavated down to C soil layer, as provided on plan Size of SAS excavated as per plan Q Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE barrier installed ❑ Laterals installed and ends connected to ✓ q-C- header (and vented if impervious material G x t above) '` f " ` ' eElevations of laterals and chambers installed as on ❑ approved plan VIC Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ❑ Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ❑ Number of chambers per row: ❑ Number of rows (trenches): Comments: Total Chambers = N �, ,� Commonwealth of Massachusetts Map-Block-Lot 3� ,• `•, a� 107.B0109 Q - BOARD OF HEALTH ----------------------- Permit No North Andover BHP-2011-0597 ----------------------- °, mac..: • P.I. FEE F.I. $250.00 DISPOSAL WORKS CONSTRUCTION PERMIT I Permission is hereby granted Mike Reilly ------- --------------- to(Repair)an Individual Sewage Disposal System. at No 215 OLD CART WAY -------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP2 1= 9r Dated Issued On:Apr-27-2011 -= = ---- ------------ ---------------------- - - - -------------------------- --------------------------- BOARD OF HEALTH +ti Application for Septic Disposal System yl�Jjil TODAY'S DATE . -Construction Permit — TOWN OF ORTH ANDOVER.-MA 01845 $125..00 00-Component AC Important: Application is hereby made for a permit to: When fining out - ❑Construct a new on-site sewage disposal system* forms on the ,L computer,use 5? epair 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 key. A. Facility Information � f '2 Is 0U rab Address or Lot# Cityrrown i 2.-*TYPE OF EPTIC SYSTEM*: ❑ Pump SrGravity(choose one) ***If pump system,attach copy of electrical permit to application*** ❑ Co entional System(pipe and stone system) nfiltrator or Biodiffuser(Gravel-Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D-Box)(Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. 2. Owner Information o&Name Address(if different from ove) City/Town State Zip Code Telephone Number 3. Installer Information M)chti m Red l a F 19 pee M) dAIJ s A /�rC. Name Name of Company—T �& S } �bL A dress AVO VAPI� City/Town State Zip Code Telephone Number(Cell Phone#if ossible lease) 4. Designer Information Name Name of Company Address City/Town State Zip Code Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 V _ R• N°RrM "Application for Septic Disposal System �I 3 ' '° • ' °� TODAY' AConstruction Permit - TOWN OF DATE o $250.00-Full Repair ORT _ ANDOVERMA 01845 $125.00-Component �SS�cHuSet PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building: ER esidential 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, and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 40" �A_ "Do-\\ Name Date Applicatio provedBy: ( and of Health Representative) A-J A-, NNaar, Date ^'Application Disapproved f the following reasons: For Office Use Only: / 1. Fee Attached. Yes^' No 2. Project Manager Obligation Form Attached? Yes No / 3. Pump S sy tem. If so,Attach copy ofElectrical Permit Yes No e (/ 4. Foundation As-Buiw(new construction ronly): YNo (Same scale as approved plan) J B' 5. Floor Plans?(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: -:a 15 Old Card W" (Address of septic system) For plans by l /yn (Engineer) Relative to the application of R e//I ud (Installer's naval) And dated / � i na�ate Dated �" � ' c)- aU)/ o ay s ate With revisions dated (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 prior 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 required 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 Regulationsmay result in a$50.00 fine being levied against me and/or MY company- a. ompanya. Bottom of Bed—Generally,this is the first(V5 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: healthdeptQtownofnorthandover.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 onlyperform I may p o the work(other than simple 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 approved plans. No instructions by the homeowner,general contractor,or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: l��, J a j a f/ (Today's Date) 1' shad W, 0o lame—Printaftie-—Sie DelleCWi Ibe, Pamela From: wyer, Susan Sent: Tuesday, June 07, 2011 10:22 AM To: '*MufresneQcomcast net'•.fpreil ons@comcast.net' Cc: any Burley; Vaniel n eimer'; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Grant, Michele Subject: FW: 215 Old Cart Way Attachments: at vent.jpg; by tree.jpg; d box.jpg; elev rod.jpg Bill and Mike, I just returned from a few days off and have spoken with Randy regarding 215 Old Cart Way.Attached are photos that Randy took,showing the orange line indicating where the maximum 3 foot line for the final grade.It is clear the old system was much deeper than the 3 feet. Can you let us know what the solution to this problem has been determined? Will there be a wall or other corrective action?Also are you concerned about the tree? Susan -----Original Message----- From:Randy Burley Lmailto:rburlM@miflriverconsulting.com Sent:Tuesday,June 07,201110:04 AM To: 'Daniel Ottenheimer';Grant,Michele;'Isaac Rowe';'Marianne Peters';DelleChiaie,Pamela;Sawyer,Susan Subject:215 Old Cart Way Hi Susan, As per our conversation this morning,please find the attached pictures. Also,of note;the tree was never shown on the plan and is now in serious jeopardy considering the amount of roots cut. Feel free to contact me with any questions. Randy Burley Project Manager Mill River Consulting 6 Sargent Street Gloucester,MA 01930 Ph 978-282-0014 Fx 978-282-1318 www.millriverconsulting.com rburley@millriverconsulting.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. 6 _J w �. 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I �' t!a rr = ■■P\/+tel P ��tl;��N• �•���• •.IP■I R'! ! it.s ` r. � i ■ ••■ ! s ■■■ as •.�ata•tt�-•�•slleart•rs r•r ,..` ! ';�� .,■` 4Fa'-'y ■■■ • ss•�!•i'•.••tr>ft tl,tlEl tsf�0. ILaV !• �•�'r 1 i � as 0. =P..er■eesr■�ccc :tst�ae•�•,, • •oa 00 Lt> From: "Susan SawY er" <ssawY er townofnorthandover.com> To: "fpreillyandsons(cD-comcast.net" <fpreiIIva ndsons(cD-comcast.net> Sent: Tuesday, June 7, 2011 3:17:03 PM Subject: RE: 215 Old Cart Way Thank you From: preillyandsons@comcast.net [mailto:fpreillyandsons@comcast.net1 Sent: Tuesday, June 07, 20112:31 PM To: Sawyer, Susan Subject: Re: 215 Old Cart Way Susan, Michael met with the homeowner. The 2nd tree was removed. We cut all grades down along wall. He said that it should now meet exactly what is on the plans. We are currently working on it and hope to have it ready for a final inspection by Wednesday. Michael will be happy to meet with you at the job site if you like. Just let me know, Debbie F. P. Reilly and Sons, Inc. ----- Original Message ----- From: "Susan Sawyer" <ssawyera-townofnorthandover.com> To: "wrdufresneC2comcast.net" <wrdufresnea-comcast.net>, "fpreiIlya ndsonsCD-comcast.net" <fpreillyandsons(aD-comcast.net> Cc: "Randy BurleY <rburleyCa�miliriverconsultin9' .com>, "Daniel Ottenheimer" <dano(cD-millriverconsulting.com>, "Isaac Rowe" <irowe millriverconsulting.com>, "Marianne Peters" <mpetersCa)-millriverconsulting.com>, "Pamela DelleChiaie" <pdellech _townofnorthandover.com>, "Michele Grant" <mgrant(a)-townofnorthandover.com> Sent: Tuesday, June 7, 2011 10:22:27 AM Subject: FW: 215 Old Cart Way Bill and Mike, I just returned from a few days off and have spoken with Randy regarding 215 Old Cart Way. Attached are photos that Randy took, showing the orange line indicating where the maximum 3 foot line for the final grade. It is clear the old system was much deeper than the 3 feet. Can you let us know what the solution to this problem has been determined? Will there be a wall or other corrective action? Also are you concerned about the tree? Susan -----Original Message----- From: Randy Burley fmailto:rburlevCD-millriverconsulting.com1 Sent: Tuesday, June 07, 2011 10:04 AM To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan Subject: 215 Old Cart Way 2 i Hi Susan, As per our conversation this morning, please find the attached pictures. Also, of note; the tree was never shown on the plan and is now in serious jeopardy considering the amount of roots cut. Feel free to contact me with any questions. Randy Burley Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930 Ph 978-282-0014 Fx 978-282-1318 www.miliriverconsulting.com rburley -millriverconsulting.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. 3 • Sti'f'f�EO j� . • • North Andover Health Department Community Development Division IFILEICO - Y ; November 8,2010 Eric and Gaynor Checkoway 215 Old Cart Way North Andover, MA 01845 RE: SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN FOR: 215 OLD CART WAY MAP 107B LOT 109, NORTH ANDOVER,MASSACHUSETTS Dear Mr. and Mrs. Checkoway, 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 Merrimack Engineering Services, dated October 1, 2010, last revised October 26, 2010. The design has been approved for use in the construction of a replacement onsite septic system for a maximum 4-Bedroom or 9-room home. This plan is good for 3-years from the date of 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 I 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)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septics stem installer or other representative presentative to ensure that all other state and municipal requirements are met. These may include ue re view by the Conservation North Andover Health Department, 1600 Osgood Street Building 20 Suite 2-36,North Andover MA 01845 Phone. 978.688.9540 Fax: 978.688.8476 Pagel of 2 ^` 215 Old Cart Way Septic Plan Approval Letter November 8, 2010 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. Sincerely, Susan Y. Sa er, HS S Public Health Director cc: Merrimack Engineering Services file I I I North Andover Health Department 1600 Osgood Street Building 20 Suite 2-36 North Andover MA 01845 Phone:978.688.9540 Fax:978.688.8476 Page 2 of 2 L l TOWN OF NORTH ANDOVER of N©o*`,ti Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20• SUITE 2-36 � ts°'Are NORTH ANDOVER,MASSACHUSETTS 01845 S 5 ICMU 978.688.9540–Phone Susan Y.Sawyer,REHS/RS 978.688.8476-FAX Public Health Director E-MAIL:healthde ta,townofnorthandover.com WEBSITE:hqp://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: 10.'0-10 Site Location: fi[ 6L,12- ezA ml— WAY Engineer: 13o ur i'f�j F 12��►.��I'l li � 1� ��6,al�i�i� New Plans? Yes $225/Plan Check# 012 (includes I'submission and one re- review only) Revised Plans?Yes $75/Plan Check# a Site Evaluation Forms Included? Yes No TOWN 01 N0 N N yam Local Upgrade Form Included? �),A Yes No L f EALTH d# 11UI 4 1'_ Telephone#: rj_LO,-) Fax#: E-mail: 17? 04 tZ.i �0r—_ C9' Homeowner Name: C/ C'�O•`�t�1712ki OFFICE USE ONLY When the sub 'ssion is complete(including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log o Sheet and Database t f Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Owner Name Z i yi OLO GA S IelAY I o7 11 499 Street AIddgress /� Map/Lot# City State Zip C de B. Site Information 1. (Check one) ❑ New Construction. Upgrade ❑ Repair 2. Published Soil Survey.Available? Zes E] No If yes: `n®t) s Year Published Publication Scale Soil Map Unit Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes [?/No If yes: Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Map � Above the 500-year flood boundary? �s E] No Within the 100-year flood boundary? [:] Yes 2 No Within the 500-year flood boundary? ❑ Yes No Within a velocity zone? ❑ Yes R'No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions(USGS): Mont?e10 Range: E] AboveNormal F-1Normal Below Normal 7. Other references reviewed: t5form11.doc•rev.1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts C ity/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: i I-W-I 0 in 11,9104MU A)y — Date Time Weather 1. Location Ground Elevation at Surface of Hole: (— � Location(identify on plan): Xp510EoTt45�� Gwe -2,—8)yo 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) _ L-6."o 6ky Vegetation Landform Position on Landscape(attach sheet) a 3. Distances from: Open Water Body > Drainage Way7- Possible Wet Areac feet feet Te-et 1 Property Line fee Drinking Water Well feet Other feet 4. Parent Material: '�' Unsuitable Mat erials.Present: /es ❑ No If Yes: ❑ Disturbed Soil Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes E No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: woe ' w 192,z. inches elevation t5form11.doc•rev.1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 r <t\ Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: �Z Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Sol] Soil Depth(In.) Co Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist))Other Depth Color Percent Gravel Stones Additional Notes: t5forml 1.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Y Commonwealth of Massachusetts City/Town of d Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) -'r-z' 1- Deep Observation Hole Number: Date Time Weather 1. Location Ground Elevation at Surface of Hole: Location (identify on plan): 2. Land Use - F_A�6 OWN14--a UW6 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) 1.Ay.0 0 C k)t fAy kAd s-se 11X7 !k-C,4.0 Vegetation Landform Pion on Landscape(attach sheet) t o 3. Distances from: Open Water Body feet Drainage Way e-�� Possible Wet Area feet Property Line feed Drinking Water Well ee� Other feet 4. Parent Material: -TTl.4.01 Unsuitable Materials Present: Ivy Yes ❑ No If Yes: ❑ Disturbed Soil Y Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes 940 If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: kbr 7K �� �� Mxj inches elevation t5forml 1.doc•rev.1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8 Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: Redoximorphic Features Coarse Fragments Sol[Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell ) Cobbles& Consistence Other y (Munsell) (USDA) Structure Depth Color Percent ravel Stones eq L-�1� I1� �J�/y HA-5-9lV5 Ar�,Z Additional Notes: t5form11.doc•rev.1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Fo r D. Determination of High Groundwater Elevation 1. Method Used: B. ElDepthin Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole A. B. inches inches [Depth to soil redoximorphic features (mottles) A. k3CQIs B. K)Cg0e5 inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four.feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absor tion system? Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: ;ncn Lower boundary: inches 9Y t5forml 1.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of r Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F• F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. Signature of Soil Evaluator Date Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. t5form11.doc•rev.1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of Percolation Test Form 12 M 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 the Eve- /� �— �Y computer,use C•�'� only the tab key Owner Name to move your z I e_> 9 CLO cursor-do not Street Address orLot#use " key- V06 return 6 1 t) 10143 Citylrown — V State Zip Code ® 76 ® 7 1 Contact Person(if different from Owner) Te ephone Number B. Test Results +W-10 Date � Time Date Time Observation Hole# '' Depth of Perc Start Pre-Soak End Pre-Soak � 54 Time at 12" � Time at 9" 11 "00 Time at 6" Time(9"-6") Rate(Min./Inch) Test Passed: Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Test Performed B: Witnessed Sy. y V� Comments: t5form12.doc-06/03 Perc Test-Page 1 of 1 J .r TOWN OF NORTH ANDOVER NORrH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 '^ • ''''� NORTH AN- - - - TS 01845 �4, FIRCEIVED Susan Y.Sawyer,RENS,RS 9 .688.9540-Phone SEP 0 7 WO Public Health Director 1'l,n 9 .688.8476-FAX flUV �0 20�� DOVER h lthde t townofnorthandb .�� w w.townofi�orthando . 1l1JTv CCMP,IISSION TOWN OF NORTH ANDOVER HEALTH DEPARTMENT APPLICATION FOR SOIL r-da 13 DATE: MAP&PARCEL: I o IZj j O '5 LOCATION OF SOIL TESTS: V I,D CA 127F I,.L A Y OWNER: FRIG Contact#: h7t1)—W 4 -"7-'2 )O APPLICANT: Contact#: ADDRESS: ZI O CST a--J*F Y ENGINEER: NEW�J, C JC C1261616. Contact#: CERTIFIED SOIL EVALUATOR: Intended Use of Land: Residential Subdivision gle Family Ho a Commercial Is This: Repair Testing: ✓ Undeveloped Lot Te Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x 11"Plot plan&Location of Testing(please indicate test nit sites on the plan) ➢ 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 ➢ 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. Conservation Com q mission A oval D. Signature of Conservation Agent: Date back to Health Departmet: tamp in): \Y ' n I \ 730 � 2s'w�E ivo / GvE:[A.u4^S EASEmENT4 I \ \ r �of �/lip r,�. 3 e:iesaa� j� 2=iSSoa p� S NERE�Y CE.cT/FY TO T.YE T/TLE/,</SU•eO.�ANO �L O T Tj� Tf�6 B,aN,r T.{/qT Tis�E��'EGG/.Ht/S LGC,47E"O o.V Tf/EGoT./S S.St�Ir.V AN0 T/.G4T?OGS Goc/Faenf �N , ,QLr6vI.P0/Ma SET�G.t'.S'FOA/STPEC"7S �T U•vES. ' /V O_ �.%�o vE� ��'` r F(jcT,Ycc LE.�T/FY TiS/�IT T•S'/J O�Y'ELL/N6 /S�t/OT O,PANIiV FO,P LOG4TE0/� Tif�E F .PAG fi[GOO HsIZA.CO A.PE�4. ��ZN� �5�9 zsaa 98 0�8C GE.eAL D `�'E�Com" o=� JEFFREY HO ,eEV 2�Z2/�j� P.L.S .0,47-- sup ATESUP. it/oT FO.P Bovvo.PSi G�ETE i ,grioc! Bot/No�4.t'Y/,vFo,P�s!- �E'��//�����G/,dEE.P/iv6 SE.Pf�/IGS .47'/ot/ T, ,ed', F,PoiYl Exisrive eEco,Pos. 66 ,WaiK. 7,-eEET A.t/DDYE.�, /y1,4S.S.vG�//SETTS O/8/O DelleChiaie, Pamela From: Isaac Rowe[irowe@millriverconsulting.com] Sent: Thursday, June 09, 2011 8:36 AM To: 'Randy Burley'; Sawyer, Susan Cc: Grant, Michele; DelleChiaie, Pamela Subject: RE: 215 Old Cart Way Susan, I am scheduled to do soil testing all day next Wednesday with Bill, but I am sure there will be time for me to shot some grades for this site. I can meet Michelle out there. Let me know a few times that would work. If you need this completed sooner we can make a separate trip to NA. Thanks, Isaac M.Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street 1 . .a DelleChiaie, Pamela From: Randy Burley[rburley@millriverconsulting.com] Sent: Monday, September 20, 2010 1:17 PM To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan Subject: Emailing: 215 Old Cart Way NA soils.pdf Attachments: 215 Old Cart Way NA soils.pdf Please find attached the soil testing witnesse this morning witb Bill Dufrense. The testing is for a replacement system. The soil between the two deep holes was consistemt; a loamy sand which perc'ed at 2 min./in. Feel free to contact me with any questions. Randy Burley 215 Old Cart Way NA soils.pdf Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. 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I, ,, „ — I6e.47 2: _. — 4 g' Sp,s r 1NCfT To D-eox '3 8 _ BB 1 rr rr " Ir rr . rr . tr If DJ p UTLFri; FR" it = 168 2 1 ' r 55r n If 01 11 11 OJ END aF MCNCH w 1 /88.OB /1 fr rr rr r, h r n I r 2 80.05 - rI t, 3 0 fee-o2 „ 1 r 4 - 1600.do /9E6rN •TRcAlcq rf Q . o 0 N L oT d- l o „ \ W6TLANb� • d \ \ z O_ � LOT- 9 LOT 8 t 1500 6AL.Lo N v SEPTIC TANK oe -1- 6 N „Ba L/v F t7 C" P�ctf{ ' �rV o'-� I7-e:3uK rye r rIe«z � Cl 4,99, A Y AS BU I LT PLAN OF SUBSURFACE DISPOSAL SYSTEM .LOCATED IN N o KT H A K10ov*EP\ M . AS PREPARED FOR- GERARD ' OR- GERARD ' WELCH 1QCl . ' DATE : rpt ,�Y.. i .9 9 TOWN OF NORTH ANDOVER/ BOARD OF HEALTH SCALE: MAY 23 1995 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS 0 PLANNERS. 66 PARK STREET • ANDOVER, MASSACHUSETTS 0181'0 • TEL. (6*) 475.3555, 373.5721