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Miscellaneous - 237 Granville Lane
North Andover Board of Assessors Pi-iblic Access pORTM 3: e�.a• ""e. �° 00 �SSACNUStS, Click Seal To Return Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Page 1 of 1 ' North; Andover Board of Assessors roperty Record Card Location: 239 GRANVILLE LANE Owner Name: GAGNON, MICHAEL P LYNDA H GAGNON Owner Address: 239 GRANVILLE LANE City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 6 - 6 Land Area: 1.11 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2464 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 497,200 512,300 Building Value: 287,700 302,800 Land Value: 209,500 209,500 Market Land Value: 209,500 Chapter Land Value: LATEST SALE Price: 1 Sale 12/25/2001 Date: s Length Sale F-NO-CONVNIENT Grantor: GAGNON TRUST Doc: Book: 06570 Pap -e: 0041 http://csc-ma.us/PROPAPP/display.do?linkId=1465505&town=NandoverPubAcc 4/23/2009 PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division �F7CArrE OF C0M�1'LI As of: Xovem6er23 209 This is to cert that the individuafsu6surface disposaf system received a S1gT1S FACToRT j VS(EC 707 of the: Complete Wspair and Construction of an On Site Sewage Dasposal System (8y:Joe CamsoAt: 239 Lane map --106. C^4Parce[-0066 90- rth.X ndover, 9YA 01845 The Issuance of thi�,clrtifi'cate shall not be construed as a guarantee that the system wi(ffunction satisfactorily. Tt 6Ctc MeaCth 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com !W1 PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System (4 constructed; ( ) repaired; By:L/P CCa v v 5 n (Print Name) Located at: Z 3 1 (2) at 11 V ( I I `'e La Yl -- (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated M O g 2-1 1 7-00q and last revised on ) V Ib y( V 200q q , with a design flow of S 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: Oq LAe Y. Dov And — Print Name Final Construction Inspection Date: 1 i' q' D Frvn t sk 0a And — Print J?ignitture) Enginer: (Signature) )v Engineer Representative (Signature) J� Engineer Representative (Signature) And — Print Name Date: 1 27 . t t And — Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com • '1 DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Wednesday, November 11, 2009 3:10 PM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Attachments: Construction Inspection Form - 239 Granville Lane 11-11-09.doc Susan, Please find attached the final inspection report for the above referenced property. You will notice on the inspection report that there are 2 bends in the building sewer pipe with no cleanouts. The design plan proposed 1 bend with 1 cleanout. The engineer and installer felt there was enough pitch in the pipe to justify no cleanouts plus there is a cleanout in the basement. I told the installer not to backfill around bends until he gets the OK from you. I told the installer the plan required one and I would pass along my report to you. You may want to speak with Luke Roy the engineer to discuss? Other than the building sewer pipe the install was very well done. They did add a 2"x4" coupling with a 6' length of 4" SCH 40 pipe prior to the d -box to reduce the velocity of the effluent. This allows the effluent to enter d -box smoothly and allows even distribution to the laterals. I would recommend that we begin requiring this for all pump to d -box systems. As designers this is what we do for our projects and it works well. When there is just a 2" tee the effluent still tends to be very turbulent in the d -box and usually seeps out the cover of the d -box. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street r r� NORTH p ct�eo �6q�0 6 OL O e" PUBLIC HEALTH DEPARTMENT (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 239 Granville Lane INSTALLER: Joe Caruso DESIGNER: Luke Roy PLAN DATE: 5/29/09 BOH APPROVAL DATE ON PLAN: MAP: 106 Revised — 7/1/09 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 11/11/09 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS LOT: 66 ® Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: Old building sewer pipe was capped in basement. SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base *❑ Cleanouts per plan — see note below. ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 1500 gallon tank has been installed H-10 loading mono construction ® Watertightness of tank has been achieved by Visual testing ® Inlet tee installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 P yp T / T VL40 ea O•Q_ c""Ic I.K.M7' / PUBLIC HEALTH DEPARTMENT Community Development Division ® Outlet tee installed, centered under access port (gas baffle & effluent filter) ® 24" inch cover to within 6" of final grade installed over one access port ® Hydraulic cement around inlet & outlet Comments: There are 2 bends in building sewer pipe with 0 cleanouts. The design plan proposed 1 bend with 1 cleanout. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ® 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" cover at final grade installed over pump access port ® Water tightness of tank has been achieved by Visual testing ® Hydraulic cement around inlet & outlet Comments: Barnes pump installed per design plan. 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: 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 DISTRIBUTION -BOX /NORTh v �tLsl, i6 -ry \ O t* F- t 70 i� n C(6$ coc"LA IWKM 1' SSACHUS� PUBLIC HEALTH DEPARTMENT Community Development Division ® Installed on stable stone base ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution N/A Speed levelers provided (not required) Comments: 2" x 4" coupling approximately 6' from d -box to provide velocity reduction of effluent into d -box. 6' section of 4" SCH 40 pipe prior to d -box. 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 N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: End of chambers connect to vent manifold then to vent. SOIL ABSORPTION SYSTEM (Gravel -less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 7 ® Number of rows (trenches): 6 Comments: 42 Total Chambers 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com Inspection Form June 2008 NORTH it - F 6 OL O {t O COCNKnIwKn 1' A°qA 1) 0ay'�5 9SSACHUS�� PUBLIC HEALTH DEPARTMENT fommunity Development Division SYSTEM ELEVATIONS BM=95.82' HR = 3.43' HI = 99.25' 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com Inspection Form June 2008 ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Building Sewer OUT 2.65 96.25 94.00 Septic Tank IN 5.56 93.34 93.25 Septic Tank OUT 5.82 93.08 93.00 Pump Chamber IN 6.14 92.76 92.75 Pump Chamber OUT 2" 6.56 92.52 92.50 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com Inspection Form June 2008 T NORT11 Ott LEC /s q•'O 6 OL O PUBLIC HEALTH DEPARTMENT (ommunity Development Division SYSTEM ELEVATIONS BM = 97.37' HR= 1.85' Hl = 99.22' 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 n ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark Distribution Box IN 4" 3.13 95.75 95.67 Distribution Box OUT 3.33 95.54 95.50 Lateral 1 TOP 3.41 Lateral 1 INVERT 95.46 95.42 Lateral 2 TOP 3.41 Lateral 2 INVERT 95.46 95.42 Lateral 3 TOP 3.41 Lateral 3 INVERT 95.46 95.42 Lateral 4 TOP 3.41 Lateral 4 INVERT 95.46 95.42 Lateral 5 TOP 3.41 Lateral 5 INVERT 95.46 95.42 Lateral 6 TOP 3.41 Lateral 6 INVERT 95.46 95.42 BED BOTTOM ELEV. 4.40 94.82 94.75 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 n %.eo 16�•ry00 O Oq CCKMICMtwKM 1' / PUBLIC HEALTH DEPARTMENT (ommunity Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- ® Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other) Foundation 10 (5) 20 (10) ® Drywells 20 25 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Inspection Form June 2008 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; Building 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 ��SsgcH„ae<�h Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: Z39 INSTALLER: DESIGNER: . L<.,- PLAN <�PLAN DATE: s-/ Z BOH APPROVAL DATE ON PLAN MAP: f o LOT: L' L 7/iT/ate INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 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 ❑ 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 (gas baffle or effluent filter) installed, centered under access port ❑ 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 Wastewater System Documentation = Feb 2006 o Page 1 of 6 i J. TOWN OF NORTH ANDOVER NflRT►, °F Office of COMMUNITY DEVELOPMENT AND SERVICES `tt9 ` HEALTH DEPARTMENT A 1600 OSGOOD STREET; Building 2-36 ^� " NORTH ANDOVER, MASSACHUSETTS 01845 Ayq 9S51C FPPt (5 gCNUSti Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 —FAX 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 bole 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: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment device: Comments: ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Wastewater System Documentation — Feb 2006 Page 2 of 6 TOWN OF NORTH ANDOVER Q �DR7M q Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 4 1600 OSGOOD STREET; Building 2-36 w�' 9 q�R4TfU +'Pp 'ih NORTH ANDOVER, MASSACHUSETTS 01845 CNUS�` Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX D -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: SOIL ABSORPTION SYSTEM Q Bottom of SAS excavated down /to s it layer, as provided on plan � j 6 C [� Size of SAS excavated as per plan Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ Laterals installed and ends connected to header ❑ Laterals vented if impervious material above ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravel -less disposal systems: type, number and a: Comments: location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan �7 lei C!" &- h .,/ 12 d 7L Wastewater System Documentation — Feb 2006 Page 3 of 6 =� - TOWN.OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES ti HEALTH DEPARTMENT 1600 OSGOOD STREET; Building 2-36 a NORTH ANDOVER, MASSACHUSETTS 01845 9SsxcHus�� 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS.; 978.688.8476 — FAX Public Health Director PRESSURE DISTRIBUTION ❑ -- inch manifold ❑ laterals installed with end sweeps size: °material:. " ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: CONTROL PANEL Comments: t ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Wastewater System Documentation — Feb 2006 Page 4 of 6 TOWN OF NORTH ANDOVER o< �yORT, q Office of COMMUNITY DEVELOPMENT AND SERVICES 3r g°� _ -�'° 0. HEALTH DEPARTMENT ` 1600 OSGOOD STREET; Building 2736 "°9 nw-••�� gOR�ifD NORTH ANDOVER, MASSACHUSETTS 01845 9SSHCHUS�S Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank ❑ Property line 10 ❑ Cellar wall 10 ❑ Inground pool 10 ❑ Slab foundation 10 ❑ Deck, on footings, etc 5 ❑ Waterline 10 ❑ Private drinking well 75 ❑ Irrigation well 75 ❑ Surface Water 25 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 ❑ Wetlands bordering surface 150 325 400 400 50 25 10 (5) 20 SAS 10 20 20 10 10 10 1002 100 50 100 150 325 400 400 100 50 20 (10) 25 Sewer 10' 50 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined .in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Wastewater System Documentation — Feb 2006 Page 5 of 6 ° water supply or trib. (in Watershed) Trib. to surface water supply Public well Interim Wellhead Prot. Area Reservoirs Drains (wat. supply/trib.) Drains (intercept g.w.) 01 Drains (Other) Foundation Drywells 150 325 400 400 50 25 10 (5) 20 SAS 10 20 20 10 10 10 1002 100 50 100 150 325 400 400 100 50 20 (10) 25 Sewer 10' 50 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined .in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Wastewater System Documentation — Feb 2006 Page 5 of 6 ° FINAL GRADE I SPE IO Date:' Address: zow-Ille ❑ LLOAMED? SEEDED? 9 ---"COVER PER PLAN? Other: t. ,AORTH Commonwealth of Massachusetts Map -Block -Lot , t 4+,a 106.00066 ,t o ----------------------- Board of Health PennitNo �! BHP -2009-0686 A North Andover----------------------- P.I. FEE 1ss.A�w�'$¢� F.I. $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Joseph --- Caruso -------------------------------------------------------------------------------------------------- to (Repair) an Individual Sewage Disposal System. at No 239 GRANVILLE LANE ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -2009-068 Dated— _ October -02, 2009 Issued On: Oct-02-2009 -------------------------------- !n � Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. OQ Application for Septic Disposal System (Construction Permit -TOWN OF TODAY'S DATE RTH 1845 $ 250.00 — Full Repair $125.00 - Component Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* XRepair or replace an existing on-site sewage disposal system* ❑ Repair or replace an existing system component — What? A. Facility Information 1dFS1vf1V1_t,1_ Address or Lot # City/Town ��� , 2.- *TYPE OF SEPTIC SYSTEM*: ,X Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) Ix 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 /r1icN0_4 e L.Y1V4>A C46No1/ Name Address (if diffrent from above) IwArw Anr®ol &k 1174 61,946- City/Town State Zip Code e'9 ) 97S-- 07711L Telephone Number 3. Installer Information J o e C- A4AZ J. P. (fA luL''o ccs, Name Name of Company 16 1-00"14,:r 77E,1Ze,4C-9 Address J /,- —nVA)AUFI City/Tovim— State Zip Code (7B0 98346—" Telephone Number (Cell Phone # ifpossib/e please) 4. Designer Information I.u-kE pwqice, o iJ ,,C,L Armor Am's ��. JR �v�i Name Name of Company d3+ chi Address N0P'rH /NCS City/Town St�A 01'26 * Zip Code (0i7 &(04(-g14l Telephone dumber (Best # to each) Application for Disposal System Construction Permit • Page 1 of 2 IL I *. 1 • i Application for Septic Disposal System `p Construction Permit -TOWN OF TH PAGE 2OF2 A. Facility Information continued.... �IJ3'v TODAY'S DATE 01845 $ 250.00 - Full Repair $125.00 - Component 5. Type of Building:Pesidential 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. / doE J, P. a/uLS-0 Co Name Date Application ved By: (Board of Health Representative) 2 D - Nam Da Applicationisapproved for the following reasons: For Office Use Only: 1. Fee Attached. 2. Project Manager Obligation Form Attached.? I Pump -Sys tem? If so, Attach copy of Electrical Permit 4. Foundation As -Built? (new construction ronly): (Same scale as approved plan) 5. Floor Plans? (new construction only): AF Yes " No Yes No Yes No _YP.c No Vk SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: 3 yCRlllr�Cr (Address of septic system) Relative to the application of/ (Installer's name) Dated %/oZ3a o a} s date) For plans by (Engineer) And dated < /4 9/0 / (Original date) With revisions dated -7///t)9 (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 pnor 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 (VS 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: he,,ilthdept@townofiiorthandover.co 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, ski nificant 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: Vi/; C#11f"Xd 04, ('I"oday's Date) c%,.E. C,4-,---,�o - (Name — Print)ane — Signe 1. Date ..... ........ TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ... ............ ......................... has permission to perform .......... ....... wiring in the building of ...... ... .. ........... at ..................... . .................. I North Andover,(ass. Fee/,X.5 ........ Lic. N01.7.0 .................................................... ELECTRICAL INSPECTOR Check # MMMM e. t Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. �F0 4.0 B ARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked t✓ ®u L009 [Rev. 1/07] (leave blank APTION FOR PERMIT TO PERFO ,)RTH RM ELECTRICAL WORK „ AN L r;-1 ~ARTMENT All ork to be performed in accordance with the Massachusetts Electrical Code (MEC), 27 CMR 12.00 �--=---- PRINT ININK OR TYPE ALL INFORMATIOA9 Date: City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) t A—i ✓.1 11 ,0 - Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permi . Yes No ❑ (Check Appropriate Bog) Purpose of Building �,,, l` Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Und d �' ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and.Ampacity Location and Nature of Proposed Electrical Work: , �L/M� ••��-• «���.�� Estimated Value of Electric 1 Work: .3. 1 aestrea, or as required by the Inspector of Wires. (When required by municipal policy.) Work to Start 'C� 6 , Inspections to be requested in accordance with MEC Rule 1-0, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee .provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ®BOND ❑ OTHER ❑ (Specify:) I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: d N, r: LIC. NO.: (-7 Soo Licensee:/,! c �' �� Signatur LIC. NO.: (If applicable, eater "exem t " in the license number line.) n - l Address: fl ST". CLi % a �`�J��� �C�¢ GJ f Bus. TeL No.: •�' * ��' Alt: Tel. No.: SS Per M.G.L c. 147, s. 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent Owner/Agent Signature Telephone No. PERMIT FEE: $ e TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 °A"V '34tµtfg5 978.688.9540 - Phone Susan Y. Sawyer, REHS/RS 978.688.8476- FAX Public Health Director E-MAIL: healthdent(townofnorthandover.com WEBSITE: http://www.townofilorthandover.com SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission: 6O9 JUN 17 2009 Site Location: 2--5" 1 G no. t t L e LaA e- TOWN O NOF NORTH ER DEPARTMENT Engineer: L- CtijCIZ New Plans? Yes$225/Plan Check # ��'� includes 1St submission and one re-�— review only) Revised Plans?Yes $75/Plan Check� /# Site Evaluation Forms Included? Yes V Local Upgrade Form Included? Yes Telephone #: ej,(q $ - 66 q " q) I q i M21 No J N%� Fax#: �7s-664-131gz E-mail: � r-oY, l)wtz,ti UIyeyCz" , Vte—f Homeowner Name: 1 ��Cd �J'� ��° �� &6t ejv�,av\, OFFICE USE ONLY When the submis ion is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ opy File; Forward to Consultant ➢ Enter on Log Sheet and Database s ;. O L 2 O cu O Em N m U O o � LC L = U O cn E cu O N UiT C O .N 3 C a) m " Cm O ai N - N m a? 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Commonwealth of Massachusetts City/Town of Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. A. Site Information Owner Name 2_3q Street Address or Lot # N , fP"d-- City/Town State Zip Code t.v ov 9 7 � _664 - ON ( - Contact Person (if different from Owner) Telephone Number B. Test Results ,119109 `j.op fclA,5 iC- ,.,10 � 12 30 Date Time 4:�" ? Date Time i�_ 3 Observation Hole # Depth of Perc 11: 7 7 Start Pre -Soak til 7_2 End Pre -Soak t 1 3 wAc1-1%A t w I Time at 12" — u Time ate"' � Q ( Z_LfO - e Time at 6" t� V✓C�-V� Time (9"-6„) ---- 17 Rate (Min./Inch) - -- Test Passed: ❑ Test Passed: �0V Test Failed: ❑ O N �'�t J4�SC ®c_, Test Failed: ❑ Test Performed By: S an -c 61pe_ M t i Cl�v► S c.l `t2 a: -- I WG Witnessed By Comments t5form12.doc• 06/03 Perc Test • Page 1 of 1 PRINTED BY: Pamela DelleChiaie - PLEASE LEAVE IN PRINT-OUT TRAY....... THANK YOU. DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, January 18, 2011 11:51 AM ' To: Grant, Michele Subject: 239 Granville Lane Hi Michele, V " I I received a call this morning from Linda Gagnon, homeowner of 239 Granville Lane. She called to complain about septic system problems they are having as a result of a system they had installed at the end of 2009. Here is a synopsis as was provided to me from Mrs. Gagnon: 1. There is an emergency sensor on the flotation device which causes an alarm to go off every 2-3 days when there is heavy usage of water, such as taking multiple showers, laundry, etc. When the system is not working properly, the alarm goes off. 2. The electric pump installer, Tony Grieco, suggested that they get their tank pumped. 3. The homeowners called Joe Caruso - septic installer/excavator last week, and told him that the there is apparently a faulty sensor. They spoke to him once last week, but he was out plowing, and has not gotten back to them yet. 4. The homeowners have been hand pumping to help the system. This past weekend, the alarm went off again, but the light never went off to show the drainage. 5. Mrs. Gagnon called the Lynnfield BOH and spoke with a Kristin to report Joe Caruso, as Lynnfield is his home address. Lynnfield BOH told her to call here, but she wanted his hometown BOH to know about the system problems as well. I pulled the file for review. I will leave it in your office. Please call Mrs. Gagnon at 978.975.0774 to discuss the issues further, and provide any information that would be beneficial to her. Thank you. Note: As Built Plan submitted and Final Grade completed in December of 2009, but not COC issued as the installation form with signatures of engineer and installer was never submitted. 96eReqaaf4, Pamela DelleChiaie Departmental Assistant (community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover, MA 01845 2Office - 978-688-9540 c Fax -978-688-8476 �C q7 � O Email - pdellechiaieotownofnorthandover.com '25 Website htt://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 on J6_L5 I OF I DelleChiaie, Pamela DelleChiaie, Pamela From: Sawyer, Susan Sent: Monday, November 16, 2009 9:31 AM To: Grant, Michele Cc: DelleChiaie, Pamela Subject: FW: 239 Granville Lane Just opened this. You might have already spoken to someone about it. S From: Isaac Rowe [mailto:irowe@millriverconsulting.com] Sent: Friday, November 13, 2009 3:07 PM To: Sawyer, Susan Subject: RE: 239 Granville Lane Hi Susan, Luke Roy just called me and said the cleanout has been installed. I didn't know if you wanted to go by there to verify? Do you need me to do anything? Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street 1 loucester, 01930-2719 Phone: (978) 282-0014 Fax: (978) 282-1318 irowe(a.millriverconsulting.com www.millriverconsulting.com From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Friday, November 13, 2009 2:05 PM To: 'Isaac Rowe'; 'Daniel Ottenheimer'; Grant, Michele; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley' Subject: RE: 239 Granville Lane FYI all, I asked Michele to call the installer and to have him put the clean out in. This property was given leeway due to special circumstances. They were allowed to have 2 building sewers due to complicated interior issues. Cutting another corner is not optional. I hand wrote it on their plans to emphasize it. We could have made them tie it in together in the building. That would have been worse. Thx Susan From: Isaac Rowe [mailto:irowe@millriverconsulting.com] Sent: Wednesday, November 11, 2009 3:10 PM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@miliriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Susan, Please find attached the final inspection report for the above referenced property. You will notice on the inspection report that there are 2 bends in the building sewer pipe with no cleanouts. The design plan proposed 1 bend with 1 cleanout. The engineer and installer felt there was enough pitch in the pipe to justify no cleanouts plus there is a cleanout in the basement. I told the installer not to backfill around bends until he gets the OK from you. I told the installer the plan required one and I would pass along my report to you. You may want to speak with Luke Roy the engineer to discuss? Other than the building sewer pipe the install was very well done. They did add a 2"x4" coupling with a 6' length of 4" SCH 40 pipe prior to the d -box to reduce the velocity of the effluent. This allows the effluent to enter d -box smoothly and allows even distribution to the laterals. I would recommend that we begin requiring this for all pump to d -box systems. As designers this is what we do for our projects and it works well. When there is just a 2" tee the effluent still tends to be very turbulent in the d -box and usually seeps out the cover of the d -box. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Grant, Michele From: Sawyer, Susan Sent: Friday, November 13, 2009 2:05 PM To: 'Isaac Rowe; 'Daniel Ottenheimer'; Grant, Michele; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley' Subject: RE: 239 Granville Lane FYI all, I asked Michele to call the installer and to have him put the clean out in. This property was given leeway due to special circumstances. They were allowed to have 2 building sewers due to complicated interior issues. Cutting another corner is not optional. I hand wrote it on their plans to emphasize it. We could have made them tie it in together in the building. That would have been worse. Thx Susan From: Isaac Rowe [ma ilto:irowe@millriverconsulting.com] Sent: Wednesday, November 11, 2009 3:10 PM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Susan, Please find attached the final inspection report for the above referenced property. You will notice on the inspection report that there are 2 bends in the building sewer pipe with no cleanouts. The design plan proposed 1 bend with 1 cleanout. The engineer and installer felt there was enough pitch in the pipe to justify no cleanouts plus there is a cleanout in the basement. I told the installer not to backfill around bends until he gets the OK from you. I told the installer the plan required one and I would pass along my report to you. You may want to speak with Luke Roy the engineer to discuss? Other than the building sewer pipe the install was very well done. They did add a 2"x4" coupling with a 6' length of 4" SCH 40 pipe prior to the d -box to reduce the velocity of the effluent. This allows the effluent to enter d -box smoothly and allows even distribution to the laterals. I would recommend that we begin requiring this for all pump to d -box systems. As designers this is what we do for our projects and it works well. When there is just a 2" tee the effluent still tends to be very turbulent in the d -box and usually seeps out the cover of the d -box. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Tuesday, November 10, 20091:49 PM To: DelleChiaie, Pamela; 'Daniel Ottenheimer'; 'Isaac Rowe'; 'Randy Burley' Cc: Sawyer, Susan; Grant, Michele Subject: RE: 239 GRANVILLE LANE - FINAL CONSTRUCTION REQUEST Isaac will be doing this Wednesday/Nov 11th (tomorrow) at 10:30. From: DelleChiaie, Pamela [mailto:pdellech@townofnorthandover.com] Sent: Tuesday, November 10, 2009 1:16 PM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Marianne Peters; 'Randy Burley' Cc: Sawyer, Susan; Grant, Michele Subject: 239 GRANVILLE LANE - FINAL CONSTRUCTION REQUEST Hello, I received a voice mail message from Luke Roy, engineer for 239 Granville Lane, ready for a Final Construction inspection. The installer is Joe Caruso (new this year). Luke Roy's number is: 978.664.8141. Joe Caruso's number is: 781.983.6598. 1 called and verified with Joe also that the site is all set. Health Department Assistant TOWN OF NORTH ANDOVER Health Department 1600 Osgood Street Building 20; Suite 2-36 North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 - Fax pdeUcchiaie@townofnorthandover.com - E-mail http://www.townofnorthandover.com/Pages/index - Website Nntec_- If copied to BOH Members - Reference Copy Only - no response requested at this time DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, October 22, 2009 9:59 AM To: DelleChiaie, Pamela; Grant, Michele Subject: 239 Granville Tank to be set noon today,(Thursday) but pump tank hole will be done a different day. Couldn't do one big hole for both due to ledge. May have to swing pump chamber 90 degrees; engineer and I gave ok and to just show on the as -built. So, tank insp. choices are 1) See bottom of hole for septic tank before noon today 2) Wait and see bottom of pump chamber hole another day and he will try to leave one side of septic tank hole open if possible. I don't think it is necessary for us to go out two times, so which ever works. FYI, The engineer will likely be called for the field inspection on Monday. He should then call us like usual. The installer is Joe Caruso 781983-6598. 1 told him to keep going and we'll be there one time or another. Michele, if you can't fit this in the schedule, let me know I will be happy to help out. Questions??? DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Monday, July 20, 2009 5:16 PM To: 'Iroy.oneill@verizon.net' Subject: FW: Septic - 239 Granville Lane - Plan Approval Attachments: SKMBT_60009072017040. pdf The original letter has been mailed to the homeowner. Pamela DelleChiaie Health Department Assistant TOWN OF NORTH ANDOVER Health Department 1600 Osgood Street Building 20; Suite 2-36 North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 - Fax pdellechiaie@townofnorthandover.com - E-mail http://www.townofnorthandover.com - Website Notes: If copied to BOH Members - Reference Copy Only - no response requested at this time From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com] Sent: Monday, July 20, 2009 6:04 PM To: DelleChiaie, Pamela Subject: Septic - 239 Granville Lane - Plan Approval DelleChiaie, Pamela From: Sawyer, Susan Sent: Friday, July 17, 2009 3:20 PM To: DelleChiaie, Pamela Subject: 239 Granville app Attachments: 239 Granville Ln Plan Approval 7.17.09.doc PIs check over and print. Note that with this one, we need proof of electrical and plumbing permits before issuing the DWC. Thx S A DelleChiaie, Pamela From: Sawyer, Susan Sent: Wednesday, May 20, 2009 1:03 PM To: Isaac Rowe Cc: DelleChiaie, Pamela Subject: RE: 239 Granville Lane ok From: Isaac Rowe[mailto:irowe@millriverconsulting.com] Sent: Wednesday, May 20, 2009 11:20 AM To: Sawyer, Susan Subject: RE: 239 Granville Lane Thanks, I received the info I requested for 1980 Turnpike Rd. I am just waiting to hear back from Bob Amor, he is confirming schedules for the inspection with the T5 Inspector, plumber and himself. Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackbum Center Gloucester, * 01930-2268 Phone: (978) 282-0014 Fax: (978) 282-0012 irowe a.millriverconsulting.com www.millriverconsulting.com From: Sawyer, Susan [ma !Ito: ssawyer@townofnorthandover.com] Sent: Wednesday, May 20, 2009 11:11 AM To: Isaac Rowe Subject: RE: 239 Granville Lane Great thanks. FYI, Bateson is doing 66 Cedar Lane, so I am sure you'll be around again soon to do that one. Susan From: Isaac Rowe [mailto:irowe@millriverconsulting.com] Sent: Wednesday, May 20, 2009 11:06 AM To: Sawyer, Susan Subject: RE: 239 Granville Lane Yes I will be back for more training. Seems like a good way to document the inspections. Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackburn Center A - Gloucester, * 01930-2268 Phone: (978) 282-0014 Fax: (978) 282-0012 irowe(a-millriverconsulting.com www.miliriverconsulting.com From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com] Sent: Wednesday, May 20, 2009 10:53 AM To: Isaac Rowe Subject: RE: 239 Granville Lane Hope he did enough testing ... 0 Thx How did your intro training go? Are you coming by again to work with Pamela? From: Isaac Rowe [mailto:irowe@millriverconsulting.com] Sent: Wednesday, May 20, 2009 8:29 AM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Susan, Please find attached, the soil testing results for the above referenced property. As you already know from Jennifer, there are wetlands behind the house. The test pits were all approximately 100' from the wetland boundary. The bottom of Perc 2 had damp soil so we attempted the perc test but it was influenced by the groundwater. Most likely Luke will not be using this area for the upgrade. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackburn Center x Gloucester, + 01930-2268 Phone: (978) 282-0014 Fax: (978) 282-0012 irowe(ac)millriverconsulting.com www.millriverconsulting.com DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Monday, June 29, 2009 11:52 AM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Attachments: Disapproval Letter- 239 Granville Lane 6-29-09.doc Susan, Please find attached the disapproval letter for the above referenced property. A handful of comments but mostly minor changes. Overall plan/design looked good. Maybe we will have more from this company in the future. A couple of things Ilwas not positive on: �.DoessNJA BOH require 900 SF leach bed minimum for upgrades? If not, then the designer should revise his SASze. 2. Mercury float switches in the pump chamber are proposed. It is my understanding that mercury floats are no longer allowed for use in MA but I did not know what agency or department to cite this requirement from. Do you know? Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackburn Center -9 1 Health Department June 28, 2009 Luke Roy, P.E. O'Neill Associates 234 Park Street North Reading, MA 01864 Re: Subsurface Sewage Disposal System Plan for 239 Granville Lane, Map 106, Lot 66 Dear Mr. Roy: The proposed wastewater system design plan for the above site dated May 29, 2009 and received on June 17, 2009 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. North Andover does not require repairs to have a 900 sf leach bed. Revise accordingly for 5 bedroom maximum. 2. Please provide the names of abutters from recent tax map (NA 8.020)). 3. Please show all watercourses or wetlands within 150' of the system (NA 8.02(r)). 4. Please indicate the location and elevation of a foundation drain or provide a note indicating the non-existence of a drain (NA 8.02(y)). 5. Please provide notes that the building sewer line shall have watertight joints, pipe laid on a compact firm base and pipe laid on continuous grade in a straight line (3 10 CMR 15.222(5-8)). 6. Please depict the access cover above the septic tank out to finish grade as required with an effluent filter (3 10 CMR 15.227(7)). 7. The bottom of the septic tank and pump chamber appear to be below the ESHWT. Please provide buoyancy calculations for the septic tank and pump chamber (3 10 CMR 15.221(8)). 8. Please provide a note that the septic tank and pump chamber shall be watertight (3 10 CMR 15.221(1)). 9. Please provide a note that all the outlets of the d -box shall be set level for the first two feet (3 10 CMR 15.232(3)(c)). 10. Please indicate that a riser to shall be provide above the d -box if the cover material is greater than nine inches (3 10 CMR 15.232(3)(f)). 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 11. Please provide the pump performance curve for the proposed pump (3 10 CMR 15.220(4)(r)). 12. Please indicate that a manual operating switch shall be provided (NA 12.01). 13. Please indicate that a check valve with a drain back hole shall be provided in the force main prior to leaving the pump chamber (NA 12.01). 14. Please depict the access cover above the pump chamber outlet to finish grade as required (310 CMR 15.231(5)). 15. It appears that the outlet elevation of the pump chamber is 92.00' and the ESHWT is 91.50'. Please propose a Local Upgrade Approval for less than 12 inch separation between the tank inverts and the ESHWT (3 10 CMR 15.227(5)). 16. Please provide documentation demonstrating that mercury floats switches are allowed to be used in Massachusetts. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, ;usan Y. Sawyer, /RS Public Health Director cc: Michael & Lynda Gagnon File Filename: Disapproval Letter- 239 Granville Lane 6-29-09 Directory: C:\Documents and Settings\pdellech\Local Settings\Temporary Internet Files\Content.Outlook\NS WD5 Z4N Template: C:\MSOffice\Templates\LETTER HEAD.dot Title: Subject: Author: Pre-installed User Keywords: Comments: Creation Date: 6/29/2009 10:48:00 AM Change Number: 11 Last Saved On: 6/29/2009 11:44:00 AM Last Saved By: Dan Obrzut Total Editing Time: 55 Minutes Last Printed On: 6/30/2009 9:32:00 AM As of Last Complete Printing Number of Pages: 2 Number of Words: 420 (approx.) Number of Characters: 2,397 (approx.) vvj O'NEILL ASSOCIATES CIVIL ENGINEERS AND LAND SURVEYORS 234 Park Street NORTH READING, MA 01864 (978) 664-8141 Fax (978) 664-8142 E-MAIL: oneill.eng@verizon.net TO (J '( iV l %� (� I/ L� f � a j T ij Ptdef. Od q,. �I a 0 Svjfe Z -3,b N 0 Vf I, 6?davfg, (VI WE ARE SENDING YOU Cg' Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ie"V. LI MER OF 7HLaNOWTVAL DATE -712 P 1 JOB NO o- ` U , a ATTENTIOtf.�., `J c, S 4 1n SJCZ W e. v RE: R_ V1 e 24 GyaUvde Lo . e v I e Ly Prints ❑ Plans ❑ Change Order ❑ ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 'j e v I e RECEIVED TOWN OF NORTH ANDOVER THESE ARE TRANSMITTED as checked below: REMARKS dFor approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted LK As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ For issuance of certificate of compliance ❑ PRINTS RETURNED AFTER LOAN TO US Ov r e fitt Y' n cl w� Z16 , 2-06 e V'- e--( '0 ,c f°c l s a , j� l e � �c v.� "�" e � � >✓ v � s -c � -Fv r u w�Gt � � b a � � � � � v✓ G�(G✓lUf1b'✓I QS �+ W0.5 IKGoyv<e &l�� 3 f>'Yu. vv�al� �r-sem o -C— a ex! -y !3 v -e s j t• ov% s a ,, v z g ati Uv, - T� o-w�—" COPY TO F t- II, e SIGNED: L�� ) � If enclosures are not as noted, kindly notify us at once. PUBLIC HEALTH DEPARTMENT Community Development Division July 20, 2009 Michael and Lynda Gagnon 239 Granville Road North Andover, MA 01845 091-ECOPY RE: Subsurface Sewage Disposal System Plan for 239 Granville Lane, North Andover, MA, map 106 Parcel 66 Dear Mr. and Mrs. Gagnon, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property. These plans dated May 29, 2009, final revision date of July 1, 2009, have been approved for a five (5) bedroom, maximum eleven -room home. In accordance with local subsurface disposal regulations "Acceptable plans and any variances shall expire two years from the date approved unless construction on the lot has begun". During this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. Regulation requires that waste exit the structure through a single building sewer and local rules require that the building sewers be in a single straight line from building to the tank. Due to special circumstances identified by the designer the following was approved. 1) 2 building sewers are allowed 2) Bends are allowed where necessary and a single clean out is permissible. These circumstances included the finished interior of the basement and the location and the elevation of the gray water pipe. Each precluded full compliance to the regulation as they would cause extreme hardship to the owner of the property if enforced. This approval is subject to the following conditions: 1. A licensed electrician must pull an electrical permit and submit proof to the Health Office prior to disposal works construction permit issuance. 2. As the building sewer is proposed to be moved, a licensed plumber must pull a permit and submit proof to the Health Office prior to disposal works construction permit issuance. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(l)). 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 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. Sincerel , S an Y. Sa , REHS/R Public Health Director Encl: list of licensed septic system installers Cc: O'Neill Associates, 234 Park Street, North Reading, MA 01864 c/o: Luke Roy — lroy.oneillgverizon.net 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com 1.4 e t TOWN OF NORTH ANDOVER Qa Oft Th Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 *°. • 5'` • NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, RENS, RS 978.688.9540 - Phone Public Health Director 978.688.8476 -FAX RECEIVED APPLICATION FOR SOIL TESTS .com APR 2 3 2009 � TOWN OF NORTH ANDOVER rr DATE: f 22I 0 9 MAP & PARCEL: I (-7 G HEALTH DEPARTMENT LOCATION OF SOIL TESTS: Z3 1 G ra-gy ( t e LK, OWNER: Mi cko-e,( x. Wja GQ46KolContact#: 171�- q 7S` C17 7q APPLICANT: S OL V °'-- Contact #: ADDRESS: -2-1-1 V�c�uy 6'u LH , o, kwd 0 V vy, G �p / 1 C -0 1A t7Ni�' ENGINEER: Lu k@ R D 1� Lf 7 -3,576 Contact #: Q 7 2 `"6 Vq` 9 1 g t �_ +-0 c, -i- V„r CERTIFIED SOIL EVALUATOR: 2 D Lt* -K 5 Intended Use of Land: Residential Subdivision Sinigle Fi ami y4o e Commercial Is This: Repair Testing: '✓ 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 elan 7,-,- ��j 0 ZZ�,al ➢ 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. )o 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., Dale back to Health Department: (stamp in): 4 L -F- VA -r 10 r-4'3 I WV PIPE OUT OF HSE ✓ 7 Imy PIPE INTO-FAJ14V ta!3 I ki\/ PIVEOUTOF I-A1,1V 1110,43 1 W V Pl FE I NTO D. la)OX I oq - I � V. voi PP- OUT 0- FSnX 0,9,4za IMV Eklo of PIPE. /04 23 fikopose-l-) I I►ios 7- -F" T- -S A As bui cJ VO-5UWLE� IN NK -TY PA-ra� 6p, .+ DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Wednesday, May 20, 2009 8:29 AM To: 'Daniel Ottenheimer'; Grant, Michele; irowe@miliriverconsulting.com; 'Marianne Peters'; DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan Subject: 239 Granville Lane Attachments: Soil Testing Results - 239 Granville Lane 5-15-09.pdf Susan, Please find attached, the soil testing results for the above referenced property. As you already know from Jennifer, there are wetlands behind the house. The test pits were all approximately 100' from the wetland boundary. The bottom of Perc 2 had damp soil so we attempted the perc test but it was influenced by the groundwater. Most likely Luke will not be using this area for the upgrade. Please let me know if you have any questions. Thank you, Isaac Isaac M. Rowe, R.S. Project Manager Mill River Consulting 2 Blackburn Center is LQ M � ' t - , .ji !-v %Z �i u ljI NJ t4 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, April 28, 2009 1:33 PM To: 'Daniel Ottenheimer; 'Isaac Rowe'; Marianne Peters; 'Randy Burley' Cc: Sawyer, Susan Subject: Task Status Report: Septic - 239 Granville Lane - Soil Test Application Importance: High -----Original Task ----- Subject: Septic - 239 Granville Lane - Soil Test Application Priority: High Start date: Thu 4/23/2009 Due date: Wed 4/29/2009 Status: In Progress Complete: 50% Actual work: 0 hours Requested by: DelleChiaie, Pamela 2 Septic - 239 Granville Lane - ... 4/28/09 — Site checked by Jennifer Hughes in Conservation. 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