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Home My WebLink AboutMiscellaneous - 140 MARIAN DRIVE 4/30/2018 / - �. _ - - �, �� 140 MARIAN DRIVE � _ _ - ------- ----- - .- - ,�-210/107.C-0052-0000.0 - _ - _-- �; fl �._..� r � i r � v� Q1°�'� �r FINAL GRADE INS CTION f Date: Address: ❑ LOAMED? ❑ SEEDED? ❑ COVER PER PLAN? Other: North Andover Board of Assessors Public Access ' Page 1 of 1 • 'j NORTH Towno No tti.7.tliove .. T� e do },� �:•,. •:,'., of Ekoard of Assessors, h � Property Return to the Home page click on logo Record Card Parcel ID:210/107.C-0052-0000.0 Community:North Andover New Search SKETCH PHOTO Click on Sketch to Enlarge Sales No Picture Summary Residence Available Detached Structure Condo Commercial Comparable Sales Location: 140 MARIAN DRIVE Owner Name: TILLEY,KENNETH B EVELYN H TILLEY Owner Address: 140 MARION DRIVE City:NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 6-6 Land Area: 2.36 acres Use Code: 101 -SNGL-FAM-RES Total Finished Area: 2018 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 427,000 391,600 Building Value: 185,300 175,200 Land Value: 241,700 216,400 Market Land Value:241,700 Chapter Land Value: LATESTSALE Sale Price:227,000 Sale Date:06/25/1987 Arms Length Sale Code: Y-YES-VALID Grantor: TOTTEN NORMAN G Cert Doc: Book: 02532 Page: 0288 http://csc-ma.us/NandoverPubAce/jsp/Home.jsp?Page=3&Linkld=991913 7/26/2007 North Andover Board of Assessors Public Access a Page 1 of 1 pORT#1 North Andover Board of Assessors 3r e`. ••° o� e .f•�.(°� SS"C"°5�� roperty Record Card Parcel ID :210/107.C-0052-0000.0 FY:2012 Community:North Andover Click on Sketch to Enlarge Click on Photo to Enlarge I�IIwI 140 MARIAN DRIVE j Location: 140 MARIAN DRIVE Owner Name: MOTEW,MATTHEW S. MOTEW,LOREN B. Owner Address: 140 MARION DRIVE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:6-6 Land Area: 2.36 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2018 sqft Total Value: 393,800 393,800 Building Value: 176,600 176,600 Land Value: 217,200 217,200 Market Land Value: 217,200 Chapter Land Value: -77.777777 Sale Price: 440,000 Sale Date: 06/19/2008 Arms Length Sale Code: Y-YES-VALID Grantor: TILLEY,KENNETH B. Cert Doc: Book: 11222 Page: 163 http://csc-ma.us/PROPAPP/display.do?linkId=1896507&town=NandoverPubAcc 6/26/2012 Residential Property Record Card PARCEL ID:210/107.C-0052-0000.0 MAP:107.0 BLOCK:0052 LOT:0000.0 PARCEL ADDRESS:140 MARIAN DRIVE FY:2012 PARCEL INFORMATION Use-Code - - 161-._ 8516 Price: 440;000 Book:T- 11222 Roan Type: _ T Inspecf Daf& '05/62%2009 Tax Class: T Sale Date: 06/19/0.8 Page: 163 Rd Condition: P Meas Date: 05/02/20.0. 9_ Owner: Tot Fin Area: 2618 Sale P Type: Ce . rt/Doc: Traffic: M Entrance: X MOTEW, MATTHEW S. Tot Land Area: 2.36 Sale Valid: Y Water: Collect Id: RB MOTEW, LOREN B. Grantor: TILLEY, KENNETH B. Sewer: Inspect Reas: S Address: - 140 MARION DRIVE Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 8 Main Fn Area: 1168 Attic: NBHD CODE: 6 NBHD CLASS: 6 ZONE: R2 Story Height: 2.00 Bedrooms: 4 Up Fn Area: 850 Bsmt Area: 1156 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class Roof: G Full Baths: 2 Add Fn Area: Fn Bsmt Area: 650 i 1 P 101 S 43560 1.000 206,910 Ext Wall: WS Half Baths: 1 Unfin Area: Bsmt Grade: 2 R 101 A 0 1.360 10,336 Masonry Trim: Ext Bath Fix: 0 Tot Fin Area: 2018 VALUATION INFORMATION Foundation: CN Bath Qual: T RCNLD: 176559- Current Total: 393,800 Bldg: 176,600 Land: 217,200 MktLnd: 217,200 Kxt tch:QuaT YeEffar r Built: 1975 Mkt Adj: Prior Total: 393,800 Bldg: 176,600 Land: 217,200 MktLnd: 217,200 Heat Type: HW Ext Kitch: Year Built: 1967 Sound Value: Fuel Type: 0 Grade: A Cost Bldg: 176,600 Fireplace: 1 Bsmt Gar Cap: Condition: A Att Str Val 1: Central AC: Y Bsmt Gar SF: Pct Complete: Aft Str Val2: Att Gar SF: 576%oGood P/F/E/R /100/100/78 Porch Type Porch Area Porch Grade Factor P 133 W 252 SKETCH PHOTO 20 W 17 34 Sq.F ,d 252 %Ft20 g t. FU 850 Sq.Ft 2!5z9 24 FMB 814 Sq.Ft 13 G 576 Sq.F z4 1=1, _ f 24 140 MARIAN DRIVE Parcel ID:210/107.C-0052-0000.0 as of 6/26/12 Page 1 of 1 SUMMARY OF INVERTS_ BUILDING TIES SEWER ® FDTN. PRE—EXIST BLDG. CORNER A B C D NOTES THIS PLAN & CERTIFICATION IS NOT'J SEPTIC TANK IN 92.85 SEPTIC TANK IN 15.5 20.2 — — A WARRANTY OF THE SUBSURFACE DISPOSAL SEPTIC TANK OUT 92.61 PUMP TANK 126.2140 — — SYSTEM. IT IS A RECORD OF, THE LOCATION PUMP TANK IN 92.49 DIST. BOX — -- 41.5 27.2 AND ELEVATION OF THE EXISTING SYSTEM DIST. BOX IN 101.02 COMPONENTS. DIST. BOX OUT 100.85 INV. IN CHAM. #1&2 100.82 " of #3 99.82 " to 4 98.84 " of 5 1 97.87 toof #6 96.87 BOTT. CHAM. 1&2 100.10 " 3 99.10 to to 4 98.20 Atto #5 97.20 " It 6 96.20 ti #8 SEPTIC TANK #7 PUMP j TANK r . r CLEAN OUT #6 DECK 4 3�p i111Fo�t►N65 EXIST. 2 STY. -20 4 BDRM. LOT 7 DWELL. #140 #5 T.F.=100.0 (102,840 S.F.) 0 o T-2 cAR,4,3 DIST. 1, #4 BOX \ T— -° 10' / � J f 1 6 TRENCHES _ _ . _ 1 J' ASO• ,' #3 . 3'Wxl'DPx2o'L i y of (TYP) qc' VLADINIS L. NEMCHENOK ' #2 o f 'iLcn � t� r j� hlAL F #1 AS BUILT PLAN 475-84! Or _ SUBSURFACE DISPOSAL SYSTEM LOCATED IN NORTH ANDOVER, MASS./140 MARIAN DRIVE AS PREPARED FOR KEN TIUBY TM 107C RECEIVED DATE: 8-3-07 TL 52 APR 2 2008 SCALE: 1"=20' o 10 20 40 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT MERRIMACK ENGINEERING SERVICES 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 1 .iF 1 i A I I i I '� li i I I I � I I W � I I i I I I 1 V - V V.I V v 4 98.20 5 97.20 96.20 4 #g SEPTIC TANK 32, #7 PUMP t' TANK CLEAN OUT #6 � DECK 4 �F EXIST. 2 STY, 20' 4 L.� 7 DWELLL.. #1#140 5 T.F.-100.0 # (102,840 S.F.) e #4 T-lt\, 10' _ r F. 6 TRENCHES 0 i 3'Wxl'DPx20'L �µ;�� :Y I` i<a. i < (TYP) � kNEAACHENOK ,r K I I #2 i r�C M f bio: 44� C NALN lz #1 AS BUILT PLAN 475.8, 0P _ SUBSURFACE DISPOSAL SYSTEM T ^PI A MTTTI TAT t ORT11 0 4n �Qp GocniC niwlce`V7' 0NA.I.ED c Htis�R PUBLIC HEALTH DEPARTMENT Community Development Division CRTIICT7U�' C'O�L�'LI. CE As of: ./pril4, 2008 This is to cert that the individuaCsubsurface disposalsystem receiveda SAMEACTORTI-ArS1PEMOYof the: Complete Septic System Repairl eplacement By. Todd Bateson 140 urian 1Orive 9Vap 10?.C; Parce(52 9Vorth Andover, JVIA 01845 The issuance of this certificate shall not 6e construed as a guarantee that the system will function satisfactorily. Susan T Sawyer Mfc9lealth Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 918.688.8476 Web www.townofnorthandever.com NORI'{f a�a Ob yak n o��rOOG x p RECEIVED 2008 s:9LHN f��y APR 2� PUBLIC HEALTH DEPARTMENT TOWN OF NORTH ANDOVER Community Development Division HEALTH DEPARTMENT TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed;(repaired; BY: -T-U r7o 0.Q'i C*,0'Q (Print Name) Located at: 140 )L4 A v" A (2 Vei V EF (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on le-?�"i�C& ,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: 7[.co s® Engineer Representative iguature) !�l LL� b r, And-Print Name Final Construction Inspection Date: Engineer Representative(Signature) LA VA a � And-Print Name Installer: (Signature) Date: -� p s` �V ADiMir�L.�'^c:�,`•v An —Print Name En finer: ✓ A,G(FC° `l�'` g � f10ESignature) Date: 0 (JZ 24r7� No,39,940 Fs `SNA And-Print Name 1600 Osgood Street, North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web http://www.townotnorthandover.com tAORT1i O�,4Suee 16q�0 ' O A T T At O C". 'K. A04^TEO SSACHI PUBLIC HEALTH DEPARTMENT (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 140 Marian Drive MAP: 107 C LOT: 52 INSTALLER: Todd Bateson DESIGNER: Merrimack Engineering PLAN DATE: 8-31-06 rev. 10-21-06 BOH APPROVAL DATE ON PLAN:10-30-06 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 7-31-07 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK Bottom of tank hole has 6" stone base rz Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ® Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (effluent filter) installed, centered under access port 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.rom tkORZ4 �6gti ` O y� L T + �t ° fOCMIC IWKN 1 SSAC HU`-'� PUBLIC HEALTH DEPARTMENT (ommunity Development Division ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ❑ Combo Tank installed. Size: ® 1000 gallon Pump Chamber installed H-10 loading Monolithic 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 ® 24" inch cover to within 6" of final grade installed over pump access port ® Water tightness of tank has been achieved Visual testing ® Hydraulic cement around inlet & outlet Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ❑ Speed levelers provided (not required) Comments: 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com r10RT14 q O tt�e° ,61 q- a O + , n eb O COCNICNCWKN 1• 04 re P SSACHts PUBLIC HEALTH DEPARTMENT (ommunity Development Division SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments. SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row 6 ® Number of rows (trenches) 5 ❑ Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: I CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: In laundry room in basement ❑ Rated for exterior if placed outside ® Alarm signal located inside Comments: 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com NORTH p �t�eo 86 16 G _ .. ti � Op C".&AM WKM 1 lbAOlt rev PPy AC2 �SSACHUS�� PUBLIC HEALTH DEPARTMENT (ommunity Development Division SYSTEM ELEVATIONS INVERT IN FIELD PLAN INVERT ELEV. Building Sewer OUT 93.29 93.3 Septic Tank IN 92.94 93.10 Septic Tank OUT 92.66 92.85 Pump Chamber IN 92.50 92.80 Pump Chamber OUT 92.24 Pressure Distribution Box IN 101.02 100.94 (calculated from D-Box out Distribution Box OUT 100.86 100.77 Lateral 1 INV 100.84 100.77 Lateral 2 INV 100.84 100.77 Lateral 3 INV 99.87 99.77 Lateral 4 INV 98.88 98.77 Lateral 5 INV 97.87 97.67 Lateral 6 INV 96.85 96.67 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, July 26, 2007 1:26 PM To: Dan Ottenheimer(E-mail) Cc: DelleChiaie, Pamela Subject: RE: 140 Marian Also, he is planning on not crushing the old tank due to its location I guess. Anyway, I told him he has to break out the bottom at the very least and fill it with sand So it can't hold water. -----Original Message----- From: Sawyer,Susan Sent: Thursday,July 26,2007 1:15 PM To: Dan Ottenheimer(E-mail) Cc: DelleChiaie, Pamela Subject: 140 Marian FYI, I did the bottom of bed today at 140 Marian and have the following comments The building sewer was not changed to come straight out of the back of the house to the tank, rather it has many bends. I did not object to this, but I did ask him to place a clean out at the 90 degree bend. Todd does not agree with this, but that is what we make everyone do. I just wanted to let you know it was requested. Thanks Susan i 1 %o�rw,t Commonwealth of Massachusetts Map-Block-Lot Cf �•wa 107.C-0052- 3? Board of Health Permit No O North Andover BHP-2007-0057 '; • p I FEE 9, ''•.,.o•*'� $250.00 F.I. ----------------------- Disposal Works Construction Permit Permission is hereby granted Todd Bateson ------------------------------------------------------------------------------------------------------------- to(Repair)an Individual Sewage Disposal System. at No 140 MARIAN DRIVE -------------------------- - as shown on the application for Disposal Works Construction Permit No. BHP-2007-005 Dated—Apri126,2007 ____ ----------------------------------------------------------------- Issued On:Apr-26-2007 Board of Health „t 1ti Application for Septic Disposal System �a o� . TODAY'S ATE- AConstruction Permit - TOS OF " 4 y NORTH ANDOVER, MA 01845 $ 2 50.00—F . -Component SSACHUS4 . Important: Application is hereby made for a permit to: When filling out ❑ Construct a new on-site sewage disposal system* forms on the computer, use C�rkepair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component cursor-do not use the return A. Facility Information key. 7 /t/A t"d/ rab Address or Lot# rehm Cityrrown 0 2.- * 'YPE OF SEPTIC SYSTEM*: ump ❑ Gravity (choose one) ***If pump system,attach copy of electrical permit to application*** ❑ Conventional 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)(Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. 2. Owner Information e I v_ C�`� - Name Address(if different from above) City/Town ------ ------ --- State Zip Code - -------— .� (21:1umber - -------- --- 3. Installer Information Nam_a Name of Company Address City/Town State Zip Code Telephone Number(Cell Phone#if possible please) a. Designer Information Glel./.�.-v •g c-�� "JiN ce�. Name Name of Company Addre -----l- ------- --------- - City/Towntate Zip Code e eph6ne 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 h- K w ;4 `"n;..•��:,� ORTH ANDOVER, MA 01845 $ 250.00-Full Repair •F $125.00-Component PAGE 2 OF 2 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,and not to place the system in operation until a Certificate of Compliance has been iss by this Board of Health. 47 Na Date Ap on A red By- (Bo r o H alt representative) I-O 0/f Namg, Date Application Disapproved for the following reasons: .For Office Use Only: 1. Fee Attacbed? Yes No 2. Project Manager Obligation Form Attacbed? Yes No 3. Pump System? If so,Attacb copy ofElectrical Permit Yes_ No 4. Foundation As-Built?(new construction ronly): Yes_ No (Same scale as approved plan) 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: (Address of septic system) For plans by f` '"�G' ` •�- (Engineer) Relative to the application of l �¢�.2 Sd�` (Installer's name) And dated (9 _3 ( _ Q(4 ngina ate Dated > j_ 0 � o ay s ate With revisions dated 0 Co (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 pfior 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 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`(15) 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: healthdeptaa,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 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 Healib 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: (Today's Date) �-`J—O "7 (Name–Print) (Name–Signed) 1 Official Use Only I Permit Na I ?�E �d3 SS�(�1S877S 8y art 4 P4&5dia1' Occupancy&Fee Checked BOARD OF FIRE PREVENTION REGULATIONS.527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 1200 (Please Print in Ink or type all information) Date 4- 7 -07 To the inspector of Wires: Town of North Andover The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number Owner or Tenant «.ten U Owner's Address Is this permit in conjunction with a building permit Yes ❑ No-$ (Check Appropriate Boot) --- suRVeneur3 to-ON UfilityAuthorization No. Vn)l Sjowisueo ❑ pu ❑ lead ❑ Undgmd ❑ No.of Meters V/w saauu00=110-ON Ieiol law ❑ Undgmd ❑ No.of Meters �1 Total No.of Transformers KVA Date ,t ,z,; ........7.. Generators INA N .0 , No.of Emergency Lighting F+: "°op TOWN OF NORTH ANDOVER units PERMIT FOR WIRING FIRE ALARMS No.of No.of Detection' Initiating Devices SSACNus� No.of Soundng Devices NoJ of Sett Contained This certifies that ❑ oa, DetectionlSourrdingDevlces C ,nF- _ ri,a. Municipal ❑ OtConnection her This to perform ... '. �,�r- Lowvdbw � t..l� .^.: � .......................... Wiring wiring in the building of.:....:..'... ......................................................... ••ry .. .............. ... ........... .North Andover,Mass. Fee '.. Lic. iLlicnu CAL INSIIECTO NO v / checking the •ate box Check # � �� !��' �bf' "g approp" bn Dste) . 7303 I Final Y Y/ LIC.NO. Awn asn minwn I L � Lkpnsee JAK- L_ -) `J'W 1n. Ykzu�C �r� ayunau.v LIC.160.1 2� 7 3 °�-• �1J Bus.Tel No. -7I It - Y3 - o l-a 1-' Address �`'� ti ciy tJ�2-! E (rte C tti. Alt Tel.No. F1 jr &I'7 71 f— OWNER'S INSURANCE WAIVER: 1 am aware that the Licenses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that my signature on this permit application waives this requirement. Owner Agent(Please Check one) Telephone No. PERMITTEE i (Signature of owner or Agent) DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, April 10, 2007 11:50 AM To: Murphy, Peter Cc: Sawyer, Susan; Grant, Michele Subject: 140 Marian Drive Importance: High Hi Peter, If you get an application for an electrical permit for this address, please let me know. They are having a septic system installed. Thanks. 8¢gf R¢gardg, Patiy¢ha D010,40elffai¢Q Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover,MA o1845 2978.688.9540-Phone &978.688.8476-Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com i Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Friday, February 10, 2006 2:55 PM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 140 Marian soil test put on hold for now Good afternoon, Bill Dufresne from Merrimack Engineering called today and said that due to the wetness of the ground at 140 Marian, it will be put on hold until it dries out; will be in touch when reschedule date becomes available. Thank you, Marianne Daniel Ottenheimer, President Mill River Consulting, Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com dano a)millriverconsulting.com 2/10/2006 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOW-R, MASSACHTIS ETTS 01845 Susan V.Sawyer,REHS/RS 978.688.9540 Phone 978.688.8476--FAX Public Health Director E-MAIL:liealtlidept�Cl)towiiofiiorthajidover.coiii WEBSYFE:htip://ww .towndiorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: Site Location: I 4d: A K4,A Vj J2 rZ4 Ili; SEP 13 2006 fo.,,Nu, , �OriANDOVER HEALrt- ."EPARTMENT Engineer: New Plans? Yes "'$225/Plan Check#_ ?$3 (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#41 2R�i q3 3!!5-57A5_ Fax#:_d?D) '05- 1410 E-mail: fjnAdas)6 p Homeowner Name:- ......----------- OFFICE USE ONLY When the submiss' is complete(including check): > Date stamp plans and letter > t'.1x Complete and attach Receipt > eopy File; Forward to Consultant > Enter on Log Sheet and Database i Commonwealth of Massachusetts City/Town of a Form 9A — Application for Local Upgrade Approval 4,M_- DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd,where full compliance, as defined in 310 CMR 5.404(1), is not feasible. 310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade approval to the appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before commencement of construction. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.417. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important: When filling out 1. Facility Name and Address: forms on the computer,use only the tab key Name move 14y `l ,��, rl P�vC cursor- et not Street Address P' YV use the return ,ce key. Wo--N A k)r2e t1 e o,- `5 City/Town State Zip Code 2. Owner Name and Address(if different from above): . Name Street Address Ci y/Town State 016E-1 , 2 �- Zip Code 42ephoneN umber 3. Type of Facility(check all that apply): a Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: 4 07Vv" , 0��. 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) conventional ❑. Other(describe below): t5form9a•rev.5/02 Application for Local Upgrade Approval* Page 1 of 4 Commonwealth of Massachusetts City/Town of Form 9A — Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): 7. Design Flow per 310 CMR 15.203: Design flow of existing system: gpd Design flow of proposed upgraded system gpd Design flow of facility: gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): iVOluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: V 3. Local Upgrade Approval is requested for(check all that apply): Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%- SAS size,sq.ft. %reduction Reduction in separation between the SAS and high groundwater: Separation reduction .1 ft. Percolation rate AV min./inch Depth to groundwater ft. t5form9a•rev.5/02 Application for Local Upgrade Approval* Page 2 of 4 Commonwealth of Massachusetts City/Town of Form 9A - Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Zk4PZA.Y 7— or Z� Evaluator's Name type p(int) Signature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: L t M Me �� i�u�- `l v 1�T Z�2� 1-116 14 6ca.9 A-:Ca rL 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: t5form9a•rev.5/02 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of Form 9A — Application for Local Upgrade Approval �H s+"yam• DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: ?%;A. 4. Connection to a public sewer is not feasible: 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ❑ Application for Disposal System Construction Permit �omplete plans and specifications [Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for d erate violations." cility Owner's Signature Date Print Wbrne �I I'JI. t�ISN Na of Pr r epa er Date A"W6711111 Preparer's address City/Town Ham- 01010 `I70.2 State/ZIP Code Telephone t5form9a•rev.5/02 Application for Local Upgrade Approval* Page 4 of 4 I M . Lction: --- ` Z r4, Onmerts Name �a...@x" Meal O Address: r -P Tel Neer MR __,Rep>dr Date: ' "G' Wetlands.rte.one II_Sotl Spuibol,w� Sol,&me I0XSou an, `p I.Ij , 60 x#m5eo Deep Obsm vatign Hole Logs Elevation Depth Soil HO rhon Soil Tesmre Soil Color SOR hiottIIng % Gravel,Stones,etc C -_D 0-7® FtLL Kr4 COW,0a, Parent Material. 1 to Bedtoc�" ' StMdln��Ttiteria the Rola Wtep6tt lrMIII Fane i Parent Matetis! lkpth to Be1ne�6tudFte=Witerfa t4:a Hola ty - tepint[can?ltFaa ESHGtY::,,__ Date percolation Tests Observation Hole R Depth of Pere Stat Pre-soil- Tlme at n't Time at 9" Time at G" ' Time(v_Gj_ •Rate Minftch Performed ur 1 - Witnessed B�� a LMoacpaltPeon• � a Onmer's Namei Iaal 'J Tel Neer luso—_gepidr Date: !-O— Wetluds_je� one ML-- Soft Symbol _jjeSoil Rhmc t, , Sod Q lu l5pip"a Vy .7 0 Deep Obsm vatign Hole Logs Elm-ation Depth Sop H�r 0 Soil Tectum Son Color Sop hiottlinE % GrAvci,Stooft,etc `o°tv , A� Me Parnttl►4atedal_ "I 41.. Deplhto&dtsc��Sexsl6i=ZYoea•fatbeHala �2„" Ar a �` �,� eeplrttteow2kFaax�gyg PatYutt►s.et:rw Depthte Adt•cl�.,,,_stnd4t=�aeerin tl�e Haa Iy . . tgjnSfi=lkFu EMGIY: Date percolation Tests Observation Hole# Depth of Pere Stat Pro-soil; d ,, Time at 1214f Time at 9" g - Time at 6" Time(9"-6"),_ ' -Rate?Mnftch--. j . x � Performed Witnessed B�� • � rr`_ ��,:E-,, 1� MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS Y LAND SURVEYORS • PLANNERS 66 PARK STREET•ANDOVER.MASSACHUSETTS 01810•TEL(978)475-3556.373-5721 • FAX(978)475-1448•F-MAIL:Merrang@aol.com September 11, 2006 RE: 140 Marian Drive Dear Ms. Sawyer: We have completed a septic system repair design for the above referenced site. The site has wetlands on a significant portion of it and soil testing indicated a high seasonal water table. Due to these site constraints, it was difficult to meet all the N.A.(5.02) design requirements for septic systems,as such we are requesting a variance from the following set backs: 1.) Distance from the s.a.s. to a B.V.W. from 100 ft. to 56 ft. 2.) Distance from a septic tank and pump tank to a B.V.W. from 75 ft. to 29 &34 ft. We respectfully request to be placed on your earliest available meeting agenda for consideration of these matters. A representative from our office will be present if necessary to discuss the matter in more detail. We appreciate your prompt atttention to these matters. Very Truly Yours, MERRIMACK ENGINEERING SERVICES William R. Dufresne Project Manager Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Thursday, October 19, 2006 12:40 PM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 140 Marian Drive plan review Attached please find plan review for 140 Marian Drive. They are requested Local Upgrade Approval for reducing ground water offset with no apparent reasoning to justify it. Other issues also identified in the letter. Dan 0 Daniel Ottenheimer,President Mill River Consulting,Inc. On-Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriyprponsultin .com dano millriverconsulting.com 10/19/2006 VtORTH O`4t�ae�e1~G C IN P Health Department October 19, 2006 Steven Eriksen Merrimack Engineering Services 66 Park Street Andover, MA 01810 Re: Proposed On-Site Wastewater System Design for 140 Marian Drive, Map 107C, Lot 52 Dear Mr. Eriksen: The proposed on-site wastewater system design plan for the above site dated August 31, 2006 and received in this office on September 13, 2006 has been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval, with the section of Title 5 (3 10 CMR 15.000) or North Andover(NA)regulation noted: 1. Please provide a reason for the request in the 1' reduction in groundwater separation. There appears no reason not to have a design which fully complies with Title 5 standards. This could include the proper setback between the bottom of the soil absorption system and the estimated seasonal high groundwater, or the use of a pre-treatment (I/A) system 1 on this site which would allow a 2' separation. Please include a note on the plan stating, if applicable, that there are no surface water supplies within 400' and no public wells within 400' of the proposed soil absorption syr tem—310 CMR 15.220 3. Please note that a Registered Licensed Survey plan reference and certification is required on this plan (the requested property line setback variance requires this) 310 CMR 15.220 4. Please include all distances on the site plan(septic tank and soil absorption system to dwelling and property lines)—NA 8.03 a-c 5. North Andover requires 10' separation between trenches placed in fill—please re-design or request a variance from this regulation to space the proposed trenches at 6' —NA 14.01 L,,-"6. Please provide volume calculations for the dosing of the system which include flowback volume and head determination. 310 CMR 15.220, 254, 231 �7. Please include a notation that all outlets from the D-Box are to be at the same elevation 310 CMR 15.232 8. Please specify the pump control panel that is to be used-310 CMR 15.220,NA 12.01 9. Please include the buoyancy calculations for the primary (septic)tank—only the pump chamber calculations are provided—310 CMR 15.221 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20;Suite 2-36 E-Mail:healthdept@townofnorthandover.com North Andover,MA 01845 Phone:978.688.9540 Fax:978.688.8476 10. 'lease include a notation as to the primary(septic)tank and pump chamber water- tightness—310 CMR 15.221 Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of Andover. Sin rely, Susan Sawyer. Public Health Director cc: Homeowner CD&S Dir. File MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com - RECEI � Susan Sawyer p� Public Health Director �j J 1600 Osgood Street OCT 2 s 2006 Building 20 Suite 2-36A ° "/'o TO OF NORTH NO VE North Andover, Ma. 01845 HEALTH pEPARTMENT- RE: 140 Marian Drive Dear Ms. Sawyer: We are in receipt of your letter dated 10-19-06 for the above referenced site. We have revised the plan in response to items 2,3,5,6 & 9 of your letter. With regard to item 1, 15.405 (1)clearly states that in considering L.U.A.'s the approving authority should consider both the physical conditions as well as the economic feasibility of the upgrade. This site has severe physical constraints such as wetlands, limited space,topography and high water table. The design provides a very reasonable degree of enviromental protection and relative cost. To require an UA system in this instance on a site which provides suitable soil beneath the entire soil absorption system and conforming wetland setbacks would be unjust. All the requested L.U.A.'s pertain to setback distances from property lines and foundations and pose no threat to the enviroment.. The request for ground water separation is less of an enviromental concern for sites serviced by municipal water and not within 400 ft.to any public wells or drinking water supplies or in an area serviced by private wells With regard to item 4,7 & 10,this information is already shown on the plan With regard to item 8,the pump panel to be used should conform to the specifications already shown on the plan, to the manufacturers specifications, and to the N.A. Building and Electrical Dept. Specifications. We feel the plan as revised,meets the requirements of N.A. and of Title 5 and respectfully request the plan be approved as revised. Very truly yours, MERRIMACK ENGINEERING SERVICES, INC. William Dufresne,Project Manager BOH meeting October 26, 2006 Recommendations for septic repair at 140 Marian Drive 140 Marian Drive 1) ok with requests except the 41 reduction to 3'. 2) This leads to a question I have about the relocation of the water line. It appears that the water line is going wader a.solid entryway. To avoid this, the water line is going to be closer than 10 feet from the S. S. That would require a variance. In addition, no distance to water lines may be given when a groundwater reduction is given. Alternate suggestion rather that the 1 Toot reduction to groundwater. 3 g Goin for the 250% reduction in leaching area would them require only 23 chambers rather than.30. Possibly eliminate#1 and#6 trenches and reconfigure at the 4-foot above water table. 4) We shouldn't have to give a variance to the water line by eliminating#6, in case I am correct about the problem the installer may have with installation. 5) The reduction could pull the system away from T-2 and we could likely interpolate that the fill extended north and design off of the'T-1. or use the engineer's interpolation. MERRIMACK ENGINEERING SERVICES INC. [URIT [G3 Engineers a Surveyors • Planners 66 Park Street ANDOVER, MASSACHUSETTS 01810 DATE JOB NO. —U (978) 475.3555 ATTENTION Fax (978) 475-1448 TO RE: U-Sys ��c.✓Y� i RECEIVED WE ARE SENDING YOU ❑ Attached ElUnder separate cover via 2006 the following items: ❑ Shop drawings ❑ Prints [I Plans TOHEA@'H' ONDOTER Specifications MEN❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION h-! L K-ki E09 THESE ARE TRANSMITTED as checked below: ZoF r approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: / If enclosures are not as noted,kindly notify us at once. 14ORTp O 4th ao , q Z. T o COCMCIq FRA �9SSACHUS�� PUBLIC HEALTH DEPARTMENT Community Development Division October 30, 2006 Lynn and Ken Tilley 140 Marian Drive North Andover, MA 01845 RE: Septic System Design, 140 Marian Drive, North Andover, Map 107C, Lot 52 Dear Homeowner, The North Andover Board of Health has completed the review of the septic system design plan for the above referenced property, submitted on your behalf by Merrimack Engineering Services Inc., dated, August 31, 2006 last revised October 24, 2006. The design has been approved for use in the construction of an onsite soil absorption system (S.A.S.). At a regularly scheduled Board of Health meeting, held on October 2.8, 2006, the board voted unanimously to allow the variances as listed on the plan. Local upgrades 1)Distance from S.A.S. to foundation 20 feet to 13 feet 2)Distance from S.A.S to property he 10 feet to 1 foot 3)Distance from S.A.S. to Estimated High water table 4 feet to 3 feet N.Andover variances 1) 10 Distance from S.A.S. to wetland from 100feet to 56 feet 2)Distance from Septic tank and pump tank to BVW from-75 feet to-29-and 34 feet-- 3)Trench spacing from 10 feet to 6 feet for systems in fill This plan is valid is valid for two years from the date of a septic system inspection that did not meet the acceptable criteria in the state regulations. 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 subject to the following conditions: 1. The attached DEP Form 9b must be submitted by the homeowner to the appropriate Regional Office of the Department of Environmental Protection;Bureau of Resource Protection, Mass DEP NERO, 205B Lowell Street, Wilmington, MA 01887 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com r 2. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit. 3. 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 or imply compliance with any of the aforementioned requirement. 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 may have. Sincere , Ssan�, H bhc Health Director Encl: list of licensed septic system installers Form 9b Cc: Merrimack Engineering Services 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.townofnorthandover.com r Commonwealth of Massachusetts City/Town of Local Upgrade Approval Form 913 DEP has provided this form for use by local Boards of Health if they choose to do so. Thp Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided to the system owner. The system owner shall provide a copy of the Local Upgrade Approval to the appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before commencement of construction. A. Facility Information hvortalw- wrout 1. Facility Name and Address forms on the computer,use Lynn and Ken Tilley only the tab key Name to move Your 140 Marian Drive cursor-do not Street Address use the return key. North Andover MA 01845 Citylrown State Zip Code 2. Owner Name and Address(if different from above): Name Street Address Citylrown State Zip Code Telephone Number 3. Type of Facility(check all that apply): X Residential ❑ Institutional ❑ Commercial ❑ School 4. Design flow per 310 CMR 15.203: 440 go 5. System Designer: N even Erikson PE x RS 66 Park Street Andover MA - - _ - Add, ---------- -- . .-- -------....._ CityJTown_ _... . - - - -_ _ Starts;ZIP- B. _ B. Approval 1. Local Upgrade Approval is granted for: Reduction in setback(s)—specify: 1)Distance from S.A.S.to foundation 20 feet to 13 feet 2) Distance from S.A.S to property line 10 feet to 1 foot ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction 140 Marian 9b 10.30.06.doc•rev.5102 Local Upgrade Approvals Page 1 of 1 f Commonwealth of Massachusetts City/Town of Local Upgrade Approval Fon n 9B B. Approval (continued) x Reduction in separation between the SAS and high groundwater. Separation reduction 1 foot ft. Percolation rate 19 min.fmch Depth to groundwater 3 ft. ❑ Relocation of water supply well(explain): List local variances granted not requiring DEP approval per 310 CMR 15.412(4): 1) 10 Distance from S.A.S.to wetland from 100feet to 56 feet 2) Distance from Septic tank and pump tank to BVS from 75 feet to 29 and 34 feet 3)Trench spacing from 10 feet to 6 feet for systems in fill List variances granted requiring DEP approval: N.Andover Health Dept. Approving Authority Susan Sawyer, Director 10/30/06___ _ Prinf or Type Name and TRIe _- _.. .- _ = -- - - gnature p� 140 N4arian 9b10.30.06.doc•rev.5102 Local Upgrade Approval•Page 2 of 2 140 Marian Drive - Final Construction Inspection Request Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters[mpeters@millriverconsulting.com] Sent: Tuesday, July 31, 2007 10:53 AM To: DelleChiaie, Pamela Subject: RE: 140 Marian Drive - Final Construction Inspection Request BEING DONE WITHIN THE HOUR;JUST SPOKE W/TODD AND ALL SET. IT'LL BE DONE SOON. HOW'S THAT FOR SERVICE?! From: DelleChiaie, Pamela [mai Ito:pdel lech ia ie@townofnorthandover.com] Sent: Tuesday, July 31, 2007 10:40 AM To: Dan Obrzut (E-mail); Daniel Ottenheimer(E-mail); Marianne Peters (E-mail) Subject: 140 Marian Drive - Final Construction Inspection Request Importance: High Hi, This one is all set for a Final Construction inspection per Bill Dufresne and Todd Bateson. Please call Todd to schedule at: 978.815.2708. Thanks. gosf Ro#aads, PaAW04 J904ZWWWO Health Department Assistant Town of North Andover 1600 Osgood Street Building 20,Suite 2-36 North Andover,MA o1845 $978.688.9540-Phone FA4, 978.688.8476-Fax http://w�+tiv.toNtimofborthando_ver.com healthdept@townofnorthandover.com 7/31/2007 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Friday, March 28, 2008 1:28 PM To: 'kbtilley@comcast.net' Cc: Dufresne Bill (E-mail) Subject: 140 Marian Drive Hello Mr. Tilley, Upon reviewing your file, I see that the engineer(Bill Dufrense)has not submitted the final certification paperwork which both he and the installer(Todd Bateson)need to sign off on and the septic as-built plan (the plan that shows the final construction layout of your septic system). Also, we never received a request for a Final Grade inspection. Once those three items are received, and reviewed satisfactorily, the Health Dept. can issue a certificate of compliance. I will copy in Bill Dufrense on this as well. 8Bsl R¢gwrds, Pa�rieBw DeBBeG�liiwi¢ Health Department Assistant Town of North Andover 1600 Osgood Street Building 20,Suite 2-36 North Andover,MA 01845 2978.688.9540-Phone &978.688.8476-Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com 1 V • TOWN OF NORTH ANDOVER OVE � Office of COMMUNITY DEVELOPMENT AND SERVICE' M�•�' �"x�� HEALTH DEPARTMENT 400 OSGOOD STREET T '; ,oww .°+ ?406 NORTH ANDOVER, MASSACHUSETTS 01845 Nr_#Ss4 14u uCPgRTNDOV� R Susan Y.Sawyer,RE HS,RS 978.688.9540 Phone NT Public Health Director 978.688.8476—FAX health deptEvtownofho rtha n dower.coin www.towtiofhorthandover.com. APPLICATION FOR SOIL TESTS DATE: ( 'Zc 69 MAP&PARCEL: O'7 e-- � Z LOCATION OF SOIL TESTS: j e4e9 kJA YLIA 0 bW—j Q9 OWNER Contact#: CX) 6,11-7 — I U7 APPLICANT: L-,�o 0 �—f L1.r—,`r Contact#: ADDRESS: 14W "A l2 lA�) RiLJ UE ENGINEER: 0 nfLI "Ar--K F—l�n` L elm 1&YM Contact#:_�j"7�} +7 4i"'71555r CERTIFIED SOIL EVALUATOR: hu'- Intended u'Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: t//Undeveloped Lot Testing: 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 Commission Approval Date: Signature of Conservation Agent._„__ A Date back to Health Department: (stamp in): MAP 107C 50 7 N/F JO NCM• WURTS & ( .IAN 2 6. 2006 JUDY L. SPECHT 'L is 4C. :pY; i WIDE WNAGE SEMENT BASED ON PLAN OF REFERENCE NOT14'30'E 475.84 Inc n- - MARIAN - -.-� DRIVE R = 80.0' F PAVE!!! L 150.0' MAP 107C PARCEL 54 \ / N JOHN P. Ac MONIQUE M. CURTIN MAP 107C PARCEL 52I NOT DWELTWO LING FIELD 3 . ti LOCATED 'DATE a ,#140 3p, MAP 107C PARCEL 53 DATE :. N/F NICHOLAS J. d , ..',:ti '; r BARBARA M. DeNI'TTO DAM PROPOSED 14'x19' DECK DEQ : .'Nc�oscu .t RRCCA- AND 16'x20' PORCH MAP 107C PARCEL 64 N/F STEPHEN A. d 52Ile, E MARCIA L. SAMPSON MAP 107C TILLEY 11 PARCEL 62 N/F CHRISTOPHER & ANNE M. HENRY 140 MARIAN DRIVE,I MAP 107C PARCEL 63 SITE DEVEt� N/F J.T.H. REALTY TRUST OF f.l;- `.7q 92. Tax Mop 107C E 288. f Parcel 52 0 �� W.c Scale. 1= 40, ! 15 A F GI SE�� September , 1992 1 iE ��fSSIONAL r j REVISED 09-17-92: ADD SIGNATII i i i 140 Marian Drive—Single Deep Hole, Single Perc Test . 1 7--�w. a t , X40 /Voa rr�o fl.,asa - �. slat/PG- VO "JAU vaS_t rUCa. _;. fit,F, U'E w r i Page 1 of 1 r �I DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Monday, January 30, 2006 10:56 AM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, S - Subject: Soil Te t; 140 Marian D ive; Tues. 31st The soil evaluation for 140 Marian Drive has been scheduled for tomorrow; immediately following the already- scheduled soil evaluation for 123 Marian Drive. When they're finished at 123 Marian, they'll go over to 140. Merrimack Engineering has confirmed. Please call if you have any questions. Marianne 0 Daniel Ottenheimer,President Mill River Consulting, Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultinia:com dano@millriverconsulting.com 1/30/2006 Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Tuesday, January 31, 2006 9:13 AM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: Marian Drive is rescheduled for Feb. 9th, not 8th! Sorry about that...I just e-mailed you saying that 123 & 140 Marian Drive soil tests have been scheduled for February 8th...they've been rescheduled for Thursday, Feb. 9th. Sorry for the inconvenience. Marianne x' 0 Daniel Ottenheimer,President Mill River Consulting, Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millri_verconsultin2.com dano&millriyerconsulting.com 1/31/2006 Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Thursday, July 06, 2006 10:39 AM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: Soil Evals; 38 Farnum/140 Marian/415 Salem The following soil evals have been scheduled: 415 Salem with Jack Sullivan—July 11th Farrsum wi`�a k u fivan Jufy-44t!'_______` 140 Marian Drive with Merrimack Engineering—July 2-5' All are at 9:00 a.m. Please call if questions. Marianne 0 I Daniel Ottenheimer, President Mill River Consulting, Inc. On-Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultin2.com dano_a millri_verconsulting,com 7/6/2006 Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur[lisal@millriverconsulting.com] Sent: Wednesday, July 26, 2006 12:05 PM To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela; dano@millriverconsulting.com Subject: Soils 140 Marian Drive Are attached. Thanks, Lisa Lisa LeVasseur Mill River Consulting Your Complete Source for Onsite Wastewater Management 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsplting.com 7/26/2006 Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Thursday, October 19, 2006 12:30 PM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: soil test results 140 Marian Drive Soils for 140 Marian Drive attached. We may have sent these to you before but I was not sure. Dan Daniel Ottenheimer,President Mill River Consulting,Inc. On-Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com dano@millriverconsulting.com 10/19/2006 OWN i... __ IF : I I � -l 7`9 i I i I � SO v SQI � a od . : d.,1 g . ; s ..� Lj XO OL 0 i i I I I � s _ - - -• 9� S: . � �-n0 iP ".-.. ... J yob r � Q�7� l • , ' r :` Hillside Acres / Lot # 7 APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Lot # 7 Hillside Acres 0 I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of 1000 gal* in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of 200 lineal ( ) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia. ) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (dia. ) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single the line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE ure of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE Sig anan ture of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE — )Ot Signature f Inspecting 0 icer Percolation Test 8 min. Boil: Clay Garbage Grinder BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. 3yti f i o M r AD, o L0T •— f �Cl f e S°T `�sOL I rs o� 1..�i9eb1� 1 � Sao 1. NAME g 101011, -Z' DATE 2. ADDRESS •k c a,r' ¢f ,� • LOT NO. TEL. 36 6 1'74'- 3.. 73. NO. OF BEDROOMS DEN YES NO 4. GARBAGE GRINDER YES NO 5. SHOW DIMENSIONS OF HOUSE b. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. a v , BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS SEWAGE DISPOSAL NAME OF APPLICANT T, T, Sedadelli ,., Tun- LOCATION Lot „- Hi l amide Aures Address of lot no. BUILDING: Dwelling x Other SYSTEM: New x Repair GENERAL DESCRIPTION OF LAND HiEb SUBSOIL: Clay_ GravelSand PERCOLATION TEST g minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK 1000 gallon capacity. LEACH FIELD 200 lineal feet f o drain pipe. 4 illiam J. iscoll , En neer Board of He th � `�U �Gr,v� fir- �al`" s�ac� owe►�w rGt� re old s mew,? 1 V -�e -41 ►� d ob��, S� ,I r el ►��v,�f ��s�' r 1�� _ �rqI V, Cc,vTr"►� T�p�� wl��i J6 \/ Q-r (�4�k- Ve�� (Iw► � Gree�_ TOWN OF NORTH ANDOVER. MASSACHUSETTS . OFFICE OF r.. CONSERVATION COMMISSION NORTH 1} 1 3j°f. 1tio TELEPHONE 683-7105 • L / �1S AC s PURSUANT TO THE AUTHORITY OF THE WETLANDS PROTECTION ACT, MASSACHUSETTS GENERAL LAWS CHAPTER 131 , SECTION 40, AS AMENDED, .AND THE TOWN OF NORTH ANDOVER'S WETLAND PROTECTION -BYLAW, THE r NORTH ANDOVER CONSERVATION COMMISSION WILL HOLD A PUBLIC MEETING ON April 22, 1987AT 8:00 P.M. , AT THE SELECTr1EN'S MEETING ROOM, 120 MAIN STREET, NORTH ANDOVER, MA ON THE WETLAND DETERMINATION REQUEST OF William E. Grant & Paula J. Grant LAND LOCATED AT: 79A — Blue Ridge Road BY: GUILLERMO J. VICENS CHAIRMAN RUN ONCE IN THE North Andover Citizen on April 16, 1987 COPIES TO: PLANNING BOARD . BOARD OF HEALTH PUBLIC WORKS HIGHWAY DEPT. APPLICANT ENGINEER DEQE FIRE CHIEF Bldg. , Insp.