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Miscellaneous - 600 FOSTER STREET 4/30/2018 (2)
n � 600 FOSTER STREET 210/104.8-0047-0000.0 "� North Andover Board of Assessors Public Access f Page 1 of 1 it,..-. • ? �"�. • +R NORTH North Andover Board of Assessors Ot t•••o y'�NO i ♦i .t i roperty Record Card Click Seal To Return Parcel ID :210/104.B-0047-0000.0 FY:2011 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales } Summary . Residence Detached Structure Condo 600 FOSTER STREET Commercial Location: 600 FOSTER STREET Owner Name: VALLIERE,LEONARD P ROSALIE VALLIERE Owner Address: 600 FOSTER STREET City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:5-5 Land Area: 1.01 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 1128 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 292,300 298,500 Building Value: 94,900 101,100 Land Value: 197,400 197,400 Market Land Value: 197,400 Chapter Land Value: LATEST SALE Sale Price: 0 Sale Date: 12/31/1961 Arms Length Sale Code: N-NO-OTHER Grantor: Cert Doc: Book: 00957 Page: 0451 http://csc-ma.us/PROPAPP/display.do?linkId=1706885&town=NandoverPubAcc 9/9/2011 Commonwealth of Massachusetts City/Town of . System Pumping-Record Form 4 yV� 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.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Location: Left/Right front of hous Le Right ar of house Left/right side of house, Left/ Right side of building, Left/Right front of building, Left/Right rear of building, Under deck Address City/Town State Zip Code 2. System Owner. Name Address(If different from location) Citylrown Stat _ /+ A ir � n�Z Code Telephone Number < t B. Pumping Record �3_ 1. Date of Pumping Date 2. Quantity Pumped: Gallons } 3. Type of system:_ ❑° Ce ool(s) a tic Tank El Tight Tank ' v � er(describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes,was it cleaned? ❑ Yes ❑ Na i ' 5. ConditioSystern; • fi: System Pumped By: 6 Neil.Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc- Company ncCompany 7. Locatio- . er ntents were disposed: Cs L S-Q Lowell Waste Water Sign HauierU mate t5form4.doe-06103 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts City/Town of System Pumping.Record JAN 14 2015 Form 4 M. DEP has provided this form for use.by local Boards of Health. Other forms may beused, 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.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Location: Left/Right front of house, Left/ffijgjear of ou . Left/right side of house, Left/ Right side of building, Left/Right front of building, Left/Right rear of building, Under deck Address Cdy/Town State Trp Code 2. System Owner. Name Address(if different from location) City/Town Telephone Number 1 !r B. Pumping Record 1. Date of Pumping Date 2. Quantity Pumped: Gallons :. 3. Type of system: ❑ Cesspool(s) a<eptic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? �[] If yes,was it cleaned? es ❑ Na 5. Condition of System:'T 6.- System Pumped By: Neil.Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc- Company 7. Locatio a contents were disposed: Lowell Waste Water Sig HauletU Date t5form4.doe-06/03 System Pumping Record•Page 1 of 1 „top-, s �a 0 Yik s .J ..y „ x pxd. r ' Ar” , ` W i. " i �.•. y ,Sv.. ; , . ' Or-1s / - Tww17 'moi 77 r, ss « « » • « z u � l r +. m, 4 tj Y _ n dr r a 6+1110+1 a rr .. s r, r� a SETTLED j�� . • roDy PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 2/26/13 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair and Construction of an On-Site Sewage Disposal System By: Bob Innis At: 600 Foster Street Map 104B Lot 0047 North Andover, MA 01845 The Issuan this certifica hall not be construed as a guarantee that the system will function satisfactorily. S sanawyer -'Publi Health/Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com o Prudential MATTHEW INNIS REALTOR® Howe&Doherty,REALTORS® 12 Bartlet Street,Andover,MA 01810 Direct 978 269-2251 Office 978 475-5100 Cell 508 572-8335 E-Fax 978 269-2151 t minnis@andoverliving.com MLS Q An independently awned and operated member of BRER Affiliates Inc. Not Affiliated with Prudential.Prudential marks used under license. NoRTN p RECEIVED *ono.A�`,�9 `HU FF26 2013 PUBLIC HEALTH DEPARTMENT TOWN OF NORTH ANDOVER (ommunity Development Division L HEALTH DEPARTMENT TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System(instructed;( )repaired; By: � -r' �r //'' (PPriinttNName) Located at: 6569 G s (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on 24-0 � with a design flow of 3 �d gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan.All work is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: Engineer Rep sentative(Signature) And—Print Name Final Construction Inspection Date: ' Engineer Representative(Signature) And—Print Name i Installer: Ut�7�, (Signature) Date: ZN And—Print Name A. Enginer: :: gnat BARROWS Date: o CIVIL N0.40052 `' ��- NAL ENG And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com t1opUl 4 RECEIVED �ssACMU+� 26 2013 PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER HEALTH DEPARTMENT TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System(instructed; ( )repaired; By:_ I . IL-4 1 '!"z'p (PPrinnttN,Name) p Located at: �ri^ L &t'g' !S,-r (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated l� !� and last revised on �/�f with a design flow of 3 `�;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. 5'/ /Z6 C: Bottom of Bed Inspection Date: Engineer Rep sentative(Signature) And-Print Name Final Construction Inspection Date:44'1 � Engineer Representative(Signature) And-Print Name Installer: D�4�se1V (Signature) Date: -o2 Ic l _ .,nom ( g ) � N UF _ And-Print Name Enginer: �gnst �� J�A. Date: ?—fa BARROWSN o CIVIL NO.40052 `' NAL EAG\ And-Print Name 1600 Osgood Street, North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com Blackburn, Lisa From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Tuesday, February 26, 2013 2:20 PM To: Blackburn, Lisa Cc: Sawyer, Susan; 'Dan Ottenheimer'; 'Pam Lally'; 'Isaac Rowe' Subject: RE: 600 Foster Street Attachments: 600 Foster St-Construction Inspection 2-26-13.doc; IMG_2450.JPG; IMG_2449.JPG Susan/Lisa, Attached are the updated inspection form and a couple of photos of the D-box. Pump, floats and control panel all in good working order. Bob said he would be bringing in loam to cover the D-box. As you will see in the photos there is currently no cover material above the top of the D-box. All other finish grading looked appropriate considering there was snow cover. Please let me know if you have any questions. Thanks, Isaac M.Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street 1 North Andover Health Department fommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 600 Foster Street MAP: 104B LOT: 47 INSTALLER: Bob Innis DESIGNER: John Barrows PLAN DATE: 8/12/11 BOH APPROVAL DATE ON PLAN: 10/6/11 INSPECTIONS 5 1 (1q, S is TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: Slat 11"-L DATE OF FINAL CONSTRUCTION INSPECTION: 6/21/12, 2/26/13 DATE OF FINAL GRADE INSPECTION:2/26/13 SITE CONDITIONS ® Contractor reports any changes to design plan ® Existing septic tank properly abandoned ® internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan X Bottom of tank hole has 6" stone base ® Weep hole plugged ® 2000 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by Visual testing ® Inlet tee installed, centered under access port x x ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to within 6" of finish grade installed over one access port ® Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® 500 gallon Pump Chamber installed ® H-10 loading ® Monolithic tank construction Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Separate on/off floats ® Drain hole in pressure line ® 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: CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: outside of house ® Alarm signal located outside of house Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box ® Inlet tee (if pumped or >0.087foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: Needs minimum 9" of cover material above D-box. Installer indicated he would be bringing in loam to cover D-box SOIL ABSORPTION SYSTEM (General) pC Bottom of SAS excavated down to 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: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 8 ® Number of rows (trenches): 2 Comments: Total Chambers = 16 BM = 145.66 HR = 3.15 HI = 148.81 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark 3.15 145.66 Building Sewer OUT 7.54 140.92 140.00 Septic Tank/Pump IN 7.80 140.66 139.75 Septic Tank/Pump OUT 8.08 2" 140.56 139.50 Distribution Box IN 3.42 2" 145.22 145.20 Distribution Box OUT 3.43 145.03 145.03 Lateral 1 TOP 3.56 Lateral 1 INVERT 144.93 144.97 Lateral 2 TOP 3.99 Lateral 2 INVERT 144.47 144.97 Top of Chamber #1-3.80 #2-3.88 #1-145.0 #2-144.9 #1-145.3 #2-145.8 Bottom of Bed/Chamber #1-144.0 #2-143.9 #1-144.3 #2-143.8 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 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 Blackburn, Lisa From: Sawyer, Susan Sent: Wednesday, February 20, 2013 3:23 PM To: 'Isaac Rowe' Cc: Blackburn, Lisa; 'engineering@marchionda.com'; 'robertinnis@yahoo.com'; Grant, Michele Subject: 600 Foster Street Hi Isaac, Thanks for your assistance and flexibility. Here is the idea. 1) John, from Marchionda, Will be going to 600 foster Street,Thursday at 413M. 2) John will call Lisa at NA Health Dept, 978 688-9540 to confirm that the system is ready for the town inspection. Leave message if after 4:30. 3) Lisa will call Isaac at Mill River to confirm a 2:30PM appointment for Friday with Bob Innis.This confirmation will likely happen on Friday morning when Lisa gets into work. (8AM) (please email all the parties as well) 4) Isaac will meet with Bob and is expecting the following; D-box open and the tank over the pump. 5) Next week Bob will call the HD and arrange an appointment to view the area where the old septic tank is to ensure it is pumped and crushed. 6) John will submit As-built and installation certification that he and Bob will sign and submit. ( please make sure note regarding the final grade is on the as-built as our local code requires) Michele and I are out of the office until Monday. Please call Lisa if you have any questions and she can contact me. Or email each other. Thank you Susan John Barrows 781438-6121 Bob Innis 508 572-8224 Susan Sawyer a Public Health Director Town of North Andover 1600 Osgood Street ' Bldg.20,Unit North Andoverr,,MA 01845 Phone 978.688.9540 Fax 978.688.8476 III���JJJ���JJJ Email mailto:ssawver@townofnorthandover.com Web www.TownofNorthAndover.com i. C r7+rf. Z �3 DH ,y N FND Nt � Nco 0 WFA-12 WFA-11 432 z n / \ A- S07'56°§6"E DUPRUIS / 16.46 3 PARCEL 209 VIFA-13� I JTER STREET .3�°E / WFA-9 r6 p9 WFA-1 i �Np .-rfl h� WFA-8 WFA-16 WFA-15 i WFA-6 WF A , S42'04!32"E — 132 — /` ,V, — I 68.99 Q WFA-17 � FND! - ---MAP-:LOLU-PARCEL 7\ 2� I WF 1.86' SQ-. FT. �, L V 06 ACRES W _5 pNE 1 WFA- d -18� 6' _ Z® —138 -r ® ® A-4 1 S06'1E - 13 5 cam'' �✓/ l � `q ` 1 133' J lCv ? 473 DECK NQS 46!�p5 0 o ao BENCHMARK �+'��'` DEC 0 -4� '' PK NAIL SET U.PaLE #3534 M1 5 '� \ > SHED \ts 1 `cn ELEV=131.17 Lqw PROPOSED /—,-LOCATION OF �1 1, ®��,�� SOIL TEST PITS 1u BENCHMARK 2` a PK NAIL SET U.POLE #3412 T 1 O ELEV=127.98 ` s 4?\M FNCEX -- x �pWELL 4 J JA ` 1 3.04 o=� N85 53'03'W 209.47' 1 UPGo ` WG #3412 / / HYD \ . N/F JEFFREY MAP 1048 PARCEL 222 > 530 FOSTER STREET f �126ON RCEL 40 STREET r\ ( 13, 2011 40 20 0 40 2500980007C DATED 6/2/93 _OOD HAZARD ZONE. EXISTING CONDITIONS PLAN DRW: DSG: ASSESSORS MAP 1046 PARCEL 47 600 FOSTER STREET NORTH ANDOVER, MA PREPARED FOR MARK RAE 600 FOSTER STREET NORTH ANDOVER, MA 01845 ( 1r. DE R OF RECORD ZD & ROSALIE VALLIERE 1STER ST ANDOVER, MA 01845 REFERENCE )57 PAGE 451 REFERENCE )F LAND PREPARED FOR ANTHONY & MARAGRET CAMASSO ZS ASSOCIATES AUGUST 1961 IG DISTRICT MAR is 863 1 W WFA-19 ' v WFA-20 i 140 e� 4UFA-21 / / WF A—Z' /� o WFA-23END H ® FND ' B ® e r4► X L N V Z 57. DH FND N/ MATHE MAP 1048 F 520 FOSTEa Marchmionda & Associates, L.P. Engineering and 120 Planning Consultants WETLANDS FLAGGED. BY SEEKAMP ENVIRONMENTAL CONSULTING, INC ON & ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNUTY PANEL N( 62 Montvale Avenue THE SUBJECT PROPERTY IS NOT LOCATED IN AN ESTABLISHED 100 YEAR Suite I Stoneham, MA 02180 TEL: (781 ) 438-6121 FAX: (781 ) 438-9654 Email: engineering@marchiondo.com website:www.marchionda.com DATE: 7-19-11. -------------- EXIST COND11IONS PLAN M. & A. NO. 805-01 1 SCALE: 1"=40' DATE SHEET I OF I 9 DelleChiaie, Pamela From: Isaac Rowe[irowe@millriverconsulting.com] Sent: Thursday, June 21, 2012 2:46 PM To: DelleChiaie, Pamela; 'Daniel Ottenheimer'; 'Peters, Marianne'; 'Randy Burley' Cc: Sawyer, Susan; 'Isaac Rowe' Subject: RE: F.C. Inspection Request-600 Foster Street, North Andover Attachments: 600 Foster St-Construction Inspection 6-21-12.doc Susan, Attached is the inspection report for the above referenced property. Everything looked good but pump is not wired yet so we could not inspect pump, floats, control panel and flow into D-box. Let me know if you would like us to inspect that or if you will be doing the inspection. They are rebuilding the entire house so they are will have pump wired when the electrician is doing work on the rest of the house. Also the interior plumbing still needs to be connected to the building sewer. Again this is due to the rehab of the house. The existing system also needs to be abandoned. Good work overall I think Bob just wanted to start backfilling the sas and tank. Let me know if you have any questions or want us to go back out. Thanks, Isaac M.Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street 1 GlouFester, MA 01930-2719 Phone:(978)282-0014 Fax:(978)282-1318 irowe(@millriverconsulting.com www.millriverconsultin-g.com From: DelleChiaie, Pamela jmailto:pdellech@townofnorthandover.coml Sent: Wednesday, June 20, 2012 11:17 AM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: F.C. Inspection Request- 600 Foster Street, North Andover Hello, Please schedule a Final Construction Inspection for 600 Foster Street,North Andover with the engineer,John Barrows of Marchionda&Assoc-781.438.6121. Bob Innis's office also called to okay. Thank you!- Pamela DelleChiaie Health Department Town of North Andover 1600 Osgood Street I Bldg.20 1 Suite 2-36 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email pdellechiaiePtownofnorthandover.com Web www.TownofNorthAndover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. 2 � SE'CTLED76q�' � North Andover Health Department (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 600 Foster Street MAP: 104B LOT: 47 INSTALLER: Bob Innis DESIGNER: John Barrows PLAN DATE: 8/12/11 BOH APPROVAL DATE ON PLAN: 10/6/11 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 6/21/12 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ® Contractor reports any changes to design plan ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: Existing system not abandoned yet. Plumbing not connected to building sewer yet. SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® 2000 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by Visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (effluent filter) ❑ inch cover to within 6" of finish grade installed over one access port ® Hydraulic cement around inlet & outlet Comments: (2) manhole covers need to be installed above PC outlet and effluent tee outlet. 2000 gallon combo septic tank/pump vault installed per plan. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® 500 gallon Pump Chamber installed ® H-10 loading ® Monolithic tank construction ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ cover at final grade installed over pump access port ❑ Water tightness of tank has been achieved by testing ® Hydraulic cement around inlet & outlet Comments: Electricity needs to be connected to pump, floats and control panel need to be installed. No water in pump chamber. CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: basement ❑ Alarm signal located inside: basement Comments: DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: Need to inspect flow into D-box when pump is working. SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to 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: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 8 ® Number of rows (trenches): 2 Comments: Total Chambers = 16 BM = 145.66 HR = 3.15 HI = 148.81 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark 3.15 145.66 Building Sewer OUT 7.54 140.92 140.00 Septic Tank/Pump IN 7.80 140.66 139.75 Septic Tank/Pump OUT 8.08 2" 140.56 139.50 Distribution Box IN 3.42 2" 145.22 145.20 Distribution Box OUT 3.43 145.03 145.03 Lateral 1 TOP 3.56 Lateral 1 INVERT 144.93 144.97 Lateral 2 TOP 3.99 Lateral 2 INVERT 144.47 144.97 Top of Chamber #1-3.80 #2-3.88 #1-145.0 #2-144.9 #1-145.3 #2-145.8 Bottom of Bed/Chamber #1-144.0 #2-143.9 #1-144.3 #2-143.8 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 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 ' 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 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Wednesday, June 20, 2012 3:19 PM To: DelleChiaie, Pamela; 'Isaac Rowe'; 'Randy Burley' Cc: Sawyer, Susan Subject: RE: F.C. Inspection Request-600 Foster Street, North Andover This is scheduled for tomorrow/Thur a.m. at 9:30 with Isaac. From: DelleChiaie, Pamela Imailto:pdellechCQbtownofnorthandover.com1 Sent: Wednesday, June 20, 2012 11:42 AM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: FW: F.C. Inspection Request- 600 Foster Street, North Andover Duhhhh.....yes,of course... "senior moment"..... I meant for you to call Bob Innis.....Here is his number: 978-663- 6006 Thank you! From: Sawyer, Susan Sent: Wednesday, June 20, 2012 11:32 AM To: DelleChiaie, Pamela Subject: RE: F.C. Inspection Request- 600 Foster Street, North Andover I think you meant call Bob Innis, the engineer does not meet Mill River. Thx I just drove by there yesterday wondering how they were doing with that system. From: DelleChiaie, Pamela Sent: Wednesday, June 20, 2012 11:17 AM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: F.C. Inspection Request- 600 Foster Street, North Andover Hello, Please schedule a Final Construction Inspection for 600 Foster Street,North Andover with the engineer,John Barrows of Marchionda&z Assoc-781.438.6121. Bob Innis's office also called to okay. Thank you!- Pamela DelleChiaie Health Department Town of North Andover 1600 Osgood Street I Bldg.20 1 Suite 2-36 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email pdellechiaie@townofnorthandover.com Web www.TownofNorthAndover.com 1 I DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Friday, July 22, 20119:53 AM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: FW: Septic-600 Foster Street-Soil Test Application -7.20.2011 Attachments: 20110720153955133 Importance: High Hello, There are no comments from Conversation. Please go ahead and schedule soil testing with the engineer, Marchionda&Assoc-John Barrows-781.438.6121. Thank you. Fiat Rof44 d, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 2 Office-978-688-9540 Fax-978-688-8476 (] Email-pdellechiaie(@townofnorthandover.com Website hup://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 From: DelleChiaie, Pamela Sent: Wednesday,July 20, 20113:59 PM .To: Gaffney, Heidi; Hughes, Jennifer Cc: Sawyer, Susan Subject: Septic- 600 Foster Street- Soil Test Application - 7.20.2011 Importance: High Hello, Attached is a Soil Test Application for 600 Foster Street. I gave Heidi a hard copy for reference. Please let me know any comments and observations you have,and I will pass on for scheduling. Thank you. O fiat Ref 04, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 2 Office-978-688-9540 2 Fax-978-688-8476 El Email-ndellechiaieotownofnorthandover.com 12 Website httl2://www.townofnorthandover.com/Pages/index "We can never see the path of our life if we are too busy focusing on the pebbles under our feet"--Anonymous 1 1""-"ill IVrj Xj DL1LiJIINkx 4V' OV11 L� A-.10 •k#•=<• • ANDOVER,MASSACHUSETTS 01845 IR- -H � 978.688.9540—Phone 978.688.8476—FAX _ healthde t townofnorthan US www.townofnorthandoven m OIL TESTS AL I�t MAP&PARCEL: 104B-47 "WN � Rear Yard (see plot plan) Contact#: 508-509-9430 Contact#:508-509-9430 St. a & Assoc Contact#. 781 -438-6121 John Barrows (SE-84) at Subdivision Single Family Home Commercial Undeveloped Lot Testing= Upgrade for Addition:a ed? Yes No NCLUDED WITH THIS FORM bill,or letter from owner permitting test) 7n ofTestinF(Please indicate tgstpit sites on the Plan) v_construction. This covers the minimum two deep holes and 'or each disposal area. Fee of 360.00 per Iot for repairs or upgrades. GENERAL INFORMATION may perform deep hole inspections. fans and Professional Engineers can design septic plans. o percolation tests are required for each septic system disposal area. :p holes and at least one percolation test,at the discretion of the BOH For all additional tests within two weeks of testing. sled plan(no smaller than 1"-100')shall be submitted to the Board of Health s(including aborted tests). evaluation forms shall be submitted. Please Do Not Write Below This Line 7proval Date: / � WFA-9 /6p9 WFA-1 i//N6 Ar� `�' WFA-8 /, .� A-1 WFA-16 WFA-1 i i ..__1 _ \ WFA-6 1'���g_q, '—43 i 2 �.. ��? - .� 2 -JYLAP-10 CEL FND .42 WF – � ia& 31( - WF�-6 l 06 ACRES �� 1 -- NCEi R ,r. 138— WF i ♦ IA-4 i i lCv DECK Arp 2y Ar .� + BENCHMARK N 5 SH® b aDECK \ +�`\~ PK NAIL U. E X3534 T ,n , �..• � , r / WCA 7 , 1.0Opp PROPOS® / \ o v,. LOCATION OF w 1 1 -c SOIL TEST PRS ` ~ _ i o r 1 BENCHMARK rs? l PK NAIL SET U.POLE _ ` A t/ O ELEV-127.98 X �X �„�• �/ WELL t o=�N85W03"W 203.47' I / X WG 12 H ryoo ' q HYD �?•� � N/F { rim JEFFREY / 1 MAP 1048 PARCEL 222 530 FOSTER STREET �12 \ I \ C6 AV" 40 20 6/2/93 WFA-. WFA-21 WFA-22 / / WOO WFA-23END �r e s Fl 6 a h n z DI Fig arch 'i' onda & Associates, L.P. Engineering and Planning Consultants WETLANDS FLAGGED. BY S£EKAMP ENViR0NMENTAL C( .AAAnf11i lw Tw 1'Y S A A P nnn M tfM M 11,1^2- M a rr 6 a AM t MAY-17-2012 10:27 From: To:978 670 2499 P.1/1 d 0 Pitcherville Sand& Gravel 36 Brown Drive Greenville, NH 03048 603-878-0035 (tax) 603-878-0025 Sieve Analysis Title 5 Source Wilton Date 5/14/2012 SIEVE SCREEN CUMLATIVE CUMLATIVE TOTAL% SIZE WGT. WGT. % RETAINED PASSING 3/8" 0 0.00 0.00 100,0 #4 3.98 1.87 98.1 #8 7.95 3-73 96.3 #16 21.83 10.25 89.8 #30 56.74 27.58 72.4 #50 132.13 62.04 38.0 #100 190.76 �..89.56 10.4 - #200 207.58 97.46 2.54 PAN 212.99 ,100.00 0.0 FM 1.95 GROSS 212,99 FM Using C 1.950279356 Commonwealth of Massachusetts Map-Block-Lot 104.80047 BOARD OF HEALTH Permit No ------- --- - ------------ North Andover BHP-2012-0542 P.I. - --- -- .I. FEE - I F.I. $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Robert L.Innis to(Repair-FULL SYSTEM)an Individual Sewage Disposal System. at No 600 FOSTER STREET - ---------------------------�----- -------------- as shown on the application for Disposal Works Construct] ;2012 ------------- Issued On:Mar-26-2012 - ------------------------ --------------------------------------------------------- • 5w """ Commonwealth E k-Lot ,7 -� BOARD C ----------- North CERTIFICATE O, THIS IS TO CERTIFY That the Individua \ by Robert-L.-Innis - Ins at No 600 FOSTER STREET has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP-2012-054 Dated March 26 2012 --- - - -------------- Printed On:Mar-26-2012 BOARD OF HEALTH - ------------------------------------------------------ r ' . s�T ►,• Commonwealth of Massachusetts Map-Block-Lot . , 104.B0047 BOARD OF HEALTHPermitNo--- ------------ • � N North Andover -BHP-2012-05-42---- --------------- -- P.I. FEE F.I. $250.00 DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Robert-L. Innis - --------------------------------------------------------------------------------------------------- to(Repair-FULL SYSTEM)an Individual Sewage Disposal System. at No 600 EE -----------FOST----- R-----------STRET------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP-2012-054 Dated March 26,2012 ---------------------- ----------------------------- Issued On: Mar-26-2012 BOARD OF HEALTH • twq ' " Commonwealth of Massachusetts Map-Block-Lot • 104.B0047 BOARD OF HEALTH North Andover CERTIFICATE OF COMPLIANCE THIS IS TO CERTIFY,That the Individual Sewage Disposal System (Repair-FULL SYSTEM) by ...Robert-L-. Innis ------ ---- -- --- --- -- -- ------------------------------------ ----- ---- ---- ------- --- Installer at No 600 FOSTER STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP-2012-054 Dated_-March 26,2012----- ----------------------- ----------------------------------------------------------------- Printed On:Mar-26-2012 BOARD OF HEALTH Cf MORTN 6040 Sy •, n• ' o � 0 _ p Town of North Andover "�,'•,,,•,:. HEALTH DEPARTMENT ,SSACMUSts CHECK#: ' DATE- LOCATION: H/O NAME: CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing $ ❑ Sep c-Design Approval $ ®''Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other:(Indicate) $ ealth Agent Initials White-Applicant Yellow-Health Pink-Treasurer z pf LID, Application for Septic Disposal System tt.�1 .q- C-.5/W F:•'.tl_ ` Construction Permit — TOWN OF TODA ' •�' � '�_ ORTH ANDOVER, M 01845 $250.00—Full Ra A ir e►+us°t mponepent Important: Application is hereby made for a permit to: When filling out ❑ * / forms on the Co struct a new on-site sewage disposal system / computer,use Repair or replace an existing on-site sewage disposal system* �` only the tab key to move your ❑ Repair or replace an existing system component—What? cursor-do not use the return key. A. Facility Information ISI Address or Lot# l l a m /Iv 11 City/Town 2.-*TYPE OF SEPTIC SYSTEM*: 9nTu—mp ❑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 Name Address(if different from above) N& - City/Town State Zip Code 97� ^ �e� � ` Telephone Number 3. Installer Information Name Name of Company �j-7.4— iia e k keJ- . Address Bi119- p City/Town State Zip Code Telephone Number(Cell Phone#if possible please) 4. Desioner Information Name Name of Company Address City/Town State Zip Code Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 r M°Rth, Application for Septic Disposal System TODAY'S DATE Construction Permit — TOWN OF ORTH ANDOVER, MA 01845 �260.�00- �Rea' �,b•,.,• $125.00-Component as�cHuee PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: ❑Residential Dwelling or❑Commercial B. Agreement . The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code,as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Name Date �` Applic tion Approved y: (Board of Health Representative) f Narfe / Dat /4plication Disapprov d for the following reasons: 2 -7 For Office Use Only: 1. Fee Attached. Yes No 2. Project Manager Obligation Form Attached. Yes 4, No 3. Pum S stem? If Attach o fEl c 1 Permit I/ Y n so, c o ecm a e t Yes No Pump � �v V I` 4. Foundation As-Built?(new construction ronly): Yes No (Same scale as approved plan) 5. Floor Plans?(hew construction only): Yes No Application for Disposal System Construction Permit•Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North oo�rth Andover licensed installer for the construction for the septic system for the property a �l�d � M� i� ���� Fox lans b �tL1—' (Address of septic system) p y (Engineer) 1 Relative to the application of�8 1�ytie g (Installer's name) And dated (Original ate Dated �° -- '�T3ay's ate With revisions dated (Last revised date) I understand the following obligations for management of this project: 1. As the installer,I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the a1212ro ed plans and the Vern-lit 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: healthde_pt@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 Andoverignificant 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. o c. Final inspection by Board of Health staff or c nsultant. d. Installation of tank, D-Box, p pes, 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 412r�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) —E (Name—Print) (Name—Signed) DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, October 19, 2011 12:37 PM To: 'John Barrows' Cc: Sawyer, Susan Subject: 600 Foster Street-Septic Approval - REVISED- 10.19.11 Attachments: 600 Foster Street-Septic Approval-REVISED-110.19.11.pdf To: John Barrows Re: 600 Foster Street-Bob Innis-Owner Hello John, Attached is a revised letter regarding the septic plan.approval for 600 Foster Street. I do not have an email for the homeowner,so his has been sent only via regular mail. I apologize for the incorrect attention to information the first time around. Please call the office with any questions. Thank you,and have a great afternoon. :) fiat Regaaa/e, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 W Office-978-688-9540 Fax-978-688-8476 Email-pdellechiaieotownofnorthandover.com Website http://www.townofnorthandover.com/Pages/index "We can never see the path of our life if we are too busy focusing on the pebbles under our feet.'—Anonymous i 'Do . North Andover Health Department (ommunity Development Division October 19, 2011 Bob Innis 600 Foster Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 600 Foster St Map 104B lot 15 North Andover,Massachusetts Dear Mr. Innis: The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by Marchionda&Assoc. L.P., dated August 12 , 2011, last revised September 26, 2011. The design has been approved for use in the construction of a fully Title V compliant onsite septic system for a 3-bedroom(maximum 7—room home). This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, 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 Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 October 19, 2011 600 Foster Street, North Andover shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Susan Y. Sawyer, REHS/RS Public Health Director cc: John Barrows, P.E. file Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 •;S�q!pCED7 North Andover Health Department Community Development Division October 19, 2011 Bob Innis 600 Foster Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 600 Foster St, Map 104B lot 15 North Andover, Massachusetts Dear Mr. Innis: The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by Marchionda&Assoc. L.P., dated August 12 , 2011, last revised September 26, 2011. The design has been approved for use in the construction of a fully Title V compliant onsite septic system for a 3-bedroom(maximum 7—room home). This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, 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 Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 October 19, 2011 600 Foster Street, North Andover shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Susan Y. Sawyer, REHS/RS Public Health Director cc: John Barrows, P.E. file Page 2 of 2 North Andover Health Department, 1600 Osgood Street; Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, October 06, 2011 11:19 AM To: DelleChiaie, Pamela Subject: FW: 600 Foster I sent this to John Barrows He will either send different page 2's or tell us we can change it and initial his plan. S From: Sawyer, Susan Sent: Thursday, October 06, 201110:19 AM To: 'John Barrows' Subject: 600 Foster I was ready to stamp and noticed one item. NA 3.2 requires the H-20 D-box. The reviewer should have said change it, not whether it would or would not meet the H-20 loading. Everything else is fine. Would you like me to hand write on these plans that D Box must be H-20 or do you wan to reprint page 2. Thx Susan Swan Sawyn J ub c Nedth l7ixectO4 1600 Uogood Stud XC4 211,unit 2-36 .NodA Qndauen,.Ma 01845 mice 978 688-9540 fax 978 688-8476 All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the [ http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law. Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:http://www.sec.state.ma.us/pre/l)reidx.htm. Please consider the environment before printing this email. 1 a DelleChiaie, Pamela ' From: Sawyer, Susan Sent: Thursday, October 06, 2011 11:36 AM To: 'John Barrows' Cc: DelleChiaie, Pamela Subject: RE: 600 Foster Ok,your approval should be in the mail tomorrow. Last permits issued will be Nov. 15th. Must be done by Dec ft. Please advise your client if they want to get it in this year. thx Susan From: John Barrows jmailto:john(amarchionda.com] Sent: Thursday, October 06, 201111:06 AM To: Sawyer, Susan Subject: RE: 600 Foster Hi Susan, I'm fine with you marking the requirement on the plan. I'll change mine as well. Thanks, John John A. Barrows, P.E. Marchionda&Associates, L.P. 62 Montvale Ave. Suite i Stoneham, MA 02180 (v) 781-438-6121 (f)781-438-9654 From: Sawyer, Susan [mailto:ssawyer(a townofnorthandover.com] Sent: Thursday, October 06, 2011 10:19 AM To: 'John Barrows' Subject: 600 Foster I was ready to stamp and noticed one item. NA 3.2 requires the H-20 D-box. The reviewer should have said change it, not whether it would or would not meet the H-20 loading. Everything else is fine. Would you like me to hand write on these plans that D Box must be H-20 or do you wan to reprint page 2. Thx Susan 1 K � • 7; North Andover Health Department Community Development Division October 6, 2011 Mark Rea 600 Foster Street North Andover,MA 01845 RE: Subsurface Sewage Disposal System Plan for 600 Foster St, Map 104B lot 15,North Andover,Massachusetts Dear Mr. and Mrs. Grover, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by Marchionda&Assoc. L.P., dated August 12 , 2011, last revised September 26, 2011. The design has been approved for use in the construction of a fully Title V compliant onsite septic system for a 3-bedroom (maximum 7—room home). This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, 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 Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 60�rFoster Street October 6, 2011 • and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Sus n Y. Sawye HS/RS Public Health irector cc: John Barrows, P.E. file Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 • SETTLED&, . • w . TED North Andover Health Department (ommunity Development Division September 9, 2011 John Barrows, P.E. e-mail: johngmarchionda.com Marchionda&Associates, L.P. ®ular mail 62 Montvale Avenue Stoneham, MA 02180 Re: Subsurface Sewage Disposal System Plan for 600 Foster Street,May 104B,Lot 47 Dear Mr. Barrows: The proposed wastewater system design plan for the above site dated August 3, 2011 and received on August 15, 2011 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 NorthAndoverregulation that is not met by this design follows each item. �. A scaled profile is required with a vertical scale of 1"=2' (NA 3.2). Please provide a statement identifying whether the property is within or not within the Lake Cochichwick watershed(NA 3.2). 3 lease provide a benchmark within 50-75 of the proposed facility(3 10 CMR /Y5.220(4)(q). t/4. Please provide the elevation/location statement as described in section 3.2 of the North Andover Board of Health regulations. ; The soil logs of the BOH representative indicate the A layer as Fine Sandy Loam(FSL) an. the C layer as a Loamy Sand(LS). We can provide you with a copy of these notes if equired. Please indicate the location of the existing system and the proper abandonment(310 /CMR'15.354 &NA 3.2). -'7. Please indicate the requirement for magnetic marking tape (310 CMR 15.221(12)). ✓V�It appears that the bottom of the septic tank is below the ESHWT. Please determine the ESHWT elevation in the proposed tank location and provide buoyancy calculations (3 10 CMR 15.221(8)). 9 is a discrepancy of what size combination tank is being proposed. Under the /There Design Calculations"a 1500 gallon septic tank is proposed. The plan view in the tank detail indicates a 1500 gallon septic tank and 500 gallon pump chamber but the title of Page 1 of 3 North Andover Health Department, 1600 Osgood Street,Building 20, Suite 2-36, North Andover, MA 01845 . Phone: 978.688.9540 Fax: 978.688.8476 the detail indicates a 2500 gallon combination tank. Please indicate which tank is being proposed. Refer to the NA BOH regulations section 3.2 for the monolithic requirements. 10. The inlet tee is required to extend 10"below the flow line. Please indicate this in the tank detail (3 10 CMR 15.227(6)). 14 1. An effluent filter is required before the pump chamber(3 10 CMR 15.23 1(10)). L/12. Please specify the required maintenance for the effluent filter(3 10 CMR 15.227(7)). , A 3. Please indicate the required stable base beneath the combination tank and distribution box (3 10 CMR 15.221(2)). ,---14-. Ple4se provide a note on the plan indicating the combination tank and distribution box 56. wilibe made watertight(310 CMR 15.221(1)). ease indicate if the proposed distribution box is H-20 loading(NA 3.2). An inlet tee is required in the distribution box (3 10 CMR 15.232(3)(a)). V11. A riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade (3 10 CMR 15.221(13)&15.232(3)(f)). -8'Under"Pump System Calculations",the emergency storage capacity is indicated as 573 gallons but the pump chamber is only 500 gallons in the plan view of the tank detail. Also 4'-11"is used for the depth of the tank but these are the outside dimensions. Please /clarify these discrepancies. 1,9.,Please specify the alarm and pump will be on separate circuits (3 10 CMR 15.231(9)). v/26- Please indicate the access riser above the pump chamber will be to finish grade (3 10 CMR 15.231(5)). 21. The Assessor's have the existing dwelling listed as a 2 bedroom dwelling and it is / indicated on the site plan as an existing 2 bedroom dwelling. However, a 3 bedroom system has been proposed. Please clarify this discrepancy or a reserve area must be provided to increase beyond the existing design flow. Adding a reserve will ensure a fully compliant system,which will assist the owner in the future if the owner is looking to expand to 3 bedrooms. t/22. Inspection ports are required in the leaching facility (3 10 CMR 15.240(13)). 23. The proposed(16) Quick 4 Standard Infiltrator Chambers does not provide enough i capacity to meet the design r Ti ements. The end caps canno be used as effective leaching area. S 24. As As shown on the plan: the leaching area re fired= 330 gpd/0.70 g d/sf=472 sf the leaching area provided=(16 chambers)(27.84 sf/ch)=445 sf 5. - the scaled profile,please depict more clearly which trench is being represented. 1St trench is indicated which is actually trench 2,this has the potential to cause confusion during construction. Although not reasons for disapproval you may want to consider the following: 1. Provide a vent for the Infiltrator Chambers. �G 2. Use an impervious barrier to minimize the amount of finish grading proposed. It appears that the 144 contour could be pulled back approximately 8 feet towards the leaching facility. This would reduce the amount of proposed fill material and cost of the system. Page 2 of 3 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 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, Su an Y. Sa r, RE S Public Hea Directo cc: Robert Innis—508.572.8224 File Page 3 of 3 North Andover Health Department, 16 00 Osgood Street, - p et, Buildin 20 Suite 2 36 g g North Andover,MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 & Associates, L.P. ' Engineering and Planning Consultants p `air September 23, 2011 st;'{i ry Ms. Susan Sawyer Public Health Director GL*q OArkt kwf North Andover Board of Health 1600 Osgood Street Suite 2-36 North Andover, MA 0184.5 RE: 600 Foster Street, Sanitary Septic Disposal System Dear Susan, Enclosed for your review are revised septic disposal design plans for the above- mentioned property. These plans reflect changes made in response to your review dated, 9/9/2011. To clarify the revisions made we offer the following information corresponding to the items in your recent.review letter; +✓ 1. The system profile has been revised with a vertical scale of 1"=2'. 2. A statement identifying that the property is not within the Lake Cochichwick watershed has been added the general notes. 3. A benchmark has been added within 50-75 feet of the proposed facility. 4. The elevation/location statement has been added to the plan. 5. The soil logs have been corrected on the plan as noted. 6. The approximate location of the existing system has been added to the plan along with a note regarding the proper procedures for the abandonment of the existing system. 7. A construction note has been added regarding the requirement for magnetic warning tape over the chambers. 8. While a test pit was not dug in the exact location of the proposed septic tank, it is safe to assume that the ESHWT would be approximately at the same depth (44") as that of the adjacent test pit. Buoyancy calculations have been added to the plans. For these calculations the water table was assumed to be at the top of the proposed tank or approximately 19" below the finish grade. 9. Information on the combination septic/pump chamber tank has been corrected. A 2000 gallon monolithic combination tank has been specified and a detail has been added to the plan. 10. The detail of inlet tee has been revised to extend 10"below the flow line. 11. An effluent filter has been specified in tank detail. 12. A note specifying the required maintenance of the effluent filter has been added to the general notes. 62 Montvale Avenue Tel: (781)438-6121 Stoneham, MA 02180 Fax: (781)438-9654 website: http://www.marchionda.com Email: mail@marchionda.com & Associates, L.P. " Engineering and Planning Consultants 13. A note has been added to the combination tank and distribution box details requiring a stable base meeting 310 CMR 15.221(2). 14. A note has been added to the combination tank and distribution box details requiring that they will be made watertight per 310 CMR 15.221(1). �- 15. The proposed distribution box will not meet H-20 loading specifications. 16. An inlet tee has been specified in the distribution box detail. 17. The D-Box will be set within 9 inches of finish grade. 18. The emergency storage capacity calculations have been revised and added to the plan. 19. A note has been added to the pump system detail requiring that the alarm and pump will be wired to separate circuits. 20. A note has been added to the tank detail requiring that the access riser above the pump chamber will be set to finish grade. 21. The existing dwelling is presently a 2 bedroom home. A 3 bedroom system has been proposed to allow for the possible expansion of the dwelling. As required a reserve area has been added to allow for such an expansion. 22. Inspection ports have been added to the leaching facility. 23. Base on the general use approval by D.E.P. dated 3/30/11, the end caps on the Quick 4 Standard Infiltrator Chambers can be used as effective leaching area. 24. With the end caps included the leaching area provided will 473 s.f. 25. The scaled profile has been corrected to properly depict trench 2. 26. As recommended a system vent has been added to the design. Should you have any questions on the design plans or the information provided please do not hesitate to contact our office. Sincerely, Marchion Associates, L.P. John A. Barro , PE Project Manager Cc: Bob Innis 62 Montvale Avenue Tel: (781)438-6121 Stoneham, MA 02180 Fax: (781)438-9654 website: http://www.marchionda.com Email: mai I@ marchionda.com •i� Y Ok 12583 Ps 1 19 =19052 a 10 :08a MASSACHUSETTS STATE EXCISE' TAX t:ssex North ke9istr-.4 Hate: 08-18-2011 a 10:08am QUITCLaMDEED Ctl:: 24 Do�_T: 19052 tee.. $877.80 Cons: $192PS00.W I,Frances Mattheson,Executrix of the Estate of Leonard P.Valliere,Essex Probate Docket No.ES l OP 3289EA and individually of North Andover,Essex County, Massachusetts in consideration of one Hundred Ninety Two Thousand Five Hundred ($192,500.00)Dollars grant to Foster Road 600 LLC,a limited liability company 0 'd formed under the laws of the Commonwealth of Massachusetts,with a principal place of ' business located at 475 Boston Road,Billerica,Massachusetts with quitclaim covenants, 0 z A certain tract or parcel of land situated in North Andover,said County and Commonwealth,previously owned by Anthony Camasso and Margaret Camasso,as shown on 0 $ Plan by Stowers Associates,Methuen,Massachusetts dated August, 1961,recorded at the o North Essex Registry of Dads,and more particularly described as follows: Beginning at a steel pin in the middle of a junction of two old stone wall beds at the northeasterly corner of the premises at land now or formerly of one Hogwood on the westerly side of winter Street,in said North Andover;thence running southerly along the westerly side of winter Street a distance of one hundred fifty-seven and 831100(157.83)feet to a drill hole, thence turning slightly easterly at an angle of one hundred seventy-four degrees fifty-five y Bk 12583 Pg120 #19052 minutes(1740 55')as shown on said 1�m and continuing along the westerly side of Winter Street a distance of eighty-seven and 071100(87.07)feet to a stake;thence turning westerly at an angle of seventy-eight degrees,eight minutes(780 81)and running ring along the boundary between the premises herein conveyed and other land now or forumfly of Camasso a distance of two hundred nine and 471100(209.47)feet to a stake;thence contim ing westerly along*e premises herein conveyed to land now or formerly of Camasso a distance of one hundred thirty-three and 04/100(133.04)feet to a drill hole in the center of a junction of two old stone wall beds;thence tinning and running along the center of an old stone wall bed between the herein conveyed and land now or formerly of one Hogwood in a fly direction a distance of forty-seven and 78/100(47.78)feet to a drill hole;thence turning and running northeasterly along the center of said stone wall bed,a distance of one hundred thirty-two and s ' more to the East along hole;thence �8 li�Y 761100(132.76)feet to a dell h �8 the center of said stone wall bed a distance of thirty seven and 76/100(37.76)feet to a steel pin set in stones;thence tuning more northerly along the center of said stone wall bed a distance of fifty-seven and 72/100(57.72)feet to a drill hole;thence tuning and ing northeasterly along the center of said stone wall bed a distance of one hundred seventY and 45/100(170A5)feet to a steel pin set in stones on the weste*side of Winter Street and the point of beginning. Meaning and intending to convey a tract of land having an area of 44,150 square feet, more or less. Being the same premises conveyed to Leonard P.Valliere,also known as Leonard R Valliere,and Rosalie Valliere,husband and wife,by Deed of Anthony Cmasso and Margaret Camasso dated March 26, 1962 and recorded at said Registry of Deeds in Book 957,Page 451. Bk 12583 Pg121 #19052 r ' The umdersigned sues that the said Leonard P.Valliere was imwanied at the time of his death. Dated this 17thday of August 2011. rances Matthm%as Executrix of the Estate of Leonard P.Valliere and Individually COMMONWEALTH OF MASSACHUSETTS ESSEX,ss On this17 th day of AuEst _2011,before me,the undersigned notary public,personally appeared Fmam M as Ex of 8N-Em __provedof Leomd p, to me through satisfactory evidence of identification,which was X (a)a state issued driver,s license,_ (b)a passport or_—(c)other,being, to be the persons whose names are signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily stated per. Pamela S.Schwartz,Notary Public My Commission expires: 12!1/2011 * and individually PON ft M%Nmw-Ion Pttblb `4 copy S�gTLED 1686 ♦ f` !��^ 'a�ou v1 0/ North Andover Health Department (ommunity Development Division J I September 9,2011 John Barrows, P.E. e-mail:johngmarchionda.com y Marchionda&Associates, L.P. ®ular mail 62 Montvale Avenue �'�f• Stoneham, MA 02180 Re: Subsurface Sewage Disposal System Plan for 600 Foster Street,Map 104B,Lot 47 Dear Mr. Barrows: The proposed wastewater system design plan for the above site dated August 3, 2011 and received on August 15, 2011 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. A scaled profile is required with a vertical scale of 1"=2' (NA 3.2). 2. Please provide a statement identifying whether the property is within or not within the Lake Cochichwick watershed (NA 3.2). 3. Please provide a benchmark within 50-75 of the proposed facility(3 10 CMR 15.220(4)(q). 4. Please provide the elevation/location statement as described in section 3.2 of the North Andover Board of Health regulations. 5. The soil logs of the BOH representative indicate the A layer as Fine Sandy Loam(FSL) and the C layer as a Loamy Sand(LS). We can provide you with a copy of these notes if required. 6. Please indicate the location of the existing system and the proper abandonment(3 10 CMR 15.354 &NA 3.2). 7. Please indicate the reauirement for magnetic marking tape (3 10 CMR 15.221(12)). 8. It appears that the bottom of the septic tank is below the ESHWT. Please determine the ESHWT elevation in the proposed tank location and provide buoyancy calculations (3 10 CMR 15.221(8)). 9. There is a discrepancy of what size combination tank is being proposed. Under the "Design Calculations"a 1500 gallon septic tank is proposed. The plan view in the tank detail indicates a 1500 gallon septic tank and 500 gallon pump chamber but the title of Page 1 of 3 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i the detail indicates a 2500 gallon combination tank. Please indicate which tank is being proposed. Refer to the NA BOH regulations section 3.2 for the monolithic requirements. 10. The inlet tee is required to extend 10"below the flow line. Please indicate this in the tank detail (3 10 CMR 15.227(6)). 11. An effluent filter is required before the pump chamber(3 10 CMR 15.23 1(10)). 12. Please specify the required maintenance for the effluent filter(3 10 CMR 15.227(7)). 13. Please indicate the required stable base beneath the combination tank and distribution box (3 10 CMR 15.221(2)). 14. Please provide a note on the plan indicating the combination tank and distribution box will be made watertight(3 10 CMR 15.221(1)). 15. Please indicate if the proposed distribution box is H-20 loading(NA 3.2). 16. An inlet tee is required in the distribution box(3 10 CMR 15.232(3)(a)). 17. A riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade (3 10 CMR 15.221(13)&15.232(3)(% 18. Under"Pump System Calculations",the emergency storage capacity is indicated as 573 gallons but the pump chamber is only 500 gallons in the plan view of the tank detail. Also 4'-11"is used for the depth of the tank but these are the outside dimensions. Please clarify these discrepancies. 19. Please specify the alarm and pump will be on separate circuits (3 10 CMR 15.231(9)). 20. Please indicate the access riser above the pump chamber will be to finish grade (3 10 CMR 15.231(5)). 21. The Assessor's have the existing dwelling listed as a 2 bedroom dwelling and it is indicated on the site plan as an existing 2 bedroom dwelling. However, a 3 bedroom system has been proposed. Please clarify this discrepancy or a reserve area must be provided to increase beyond the existing design flow. Adding a reserve will ensure a fully compliant system,which will assist the owner in the future if the owner is looking to expand to 3 bedrooms. 22. Inspection ports are required in the leaching facility (3 10 CMR 15.240(13)). 23. The proposed (16) Quick 4 Standard Infiltrator Chambers does not provide enough capacity to meet the design requirements. The end caps cannot be used as effective leaching area. 24. As shown on the plan: the leaching area required= 330 gpd/0.70 gpd/sf=472 sf the leaching area provided=(16 chambers)(27.84 sf/ch) =445 sf 25. In the scaled profile,please depict more clearly which trench is being represented. 1St trench is indicated which is actually trench 2,this has the potential to cause confusion during construction. Although not reasons for disapproval you may want to consider the following: 1. Provide a vent for the Infiltrator Chambers. 2. Use an impervious barrier to minimize the amount of finish grading proposed. It appears that the 144 contour could be pulled back approximately 8 feet towards the leaching facility. This would reduce the amount of proposed fill material and cost of the system. Page 2 of 3 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover,MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 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, Su an Y. Sa r, RE S Public Hea Directo cc: Robert Innis—508.572.8224 File Page 3 of 3 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 I/ 5585 '^" V j'''ay f H0RTI/, " V �}#yy V Town of North Andover ' '• � HEALTH DEPARTMENT CMU�+tt . CHECK# DATE- LOCATION: S/ . H/O NAME: _CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other:(Indicate) $ MItent Initials White-.Applicant Yellow-Health Pink-Treasurer TOWN OF NORTH ANDOVER �f�CRTk Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT ral j'Y 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 )VER,MASSACHUSETTS 01845 SACHU`�k 978.6889540 Phone Susan Y.Saw er,RE-HS/RS i, 978.688.8476—FAX Public Health irectl q' "W�� E-MAIL:healthdepttCa,townofnorthandover.coin t11 WEBSITE:http://Nvww.towiiofiiorthandover.com �NOR�'N ANdOVrII� TOWN 0. Y SEPTIC P ORM - Date of Submission: F�-AUO � © TOWN OF NOR`�H ANp01/l;R Site Location: ��/� �l HEALTH 2E.P.ARTMENT Engineer: 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 ►� No Local Upgrade Form Included? Yes No Telephone #: �l � ��/ Fax E-mail: ©�� �7Zt. Homeowner Name: O OFFICE USE ONLY Whenthe submi sion is complete (including check): ➢ Date stamp plans and letter ➢ ✓/ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database marchionda LETTER OF TRANSMITTAL & Associates, L.P. DATE: 8/12/11 JOB NO. 805-01 Elm1Engineering and Planning Consultants ATTENTION: Ms. Susan Sawyer TO: RE: 600 Foster St. North Andover BOH Septic Design AUG 152011 1600 Osgood Street T'OWN OF NOATH ANDOM Building 20; Suite 2-36 HE LTH DEMATMlENT North Andover, MA 01845 WE ARE SENDING YOU ® ATTACHED ❑ UNDER SEPARATE VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ® PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ COPIES DATE NO. /'° DESCRIPTION 3 8/12/11 1 Revised Septic Design THESE ARE TRASMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ® FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RETURNED FOR ❑ RETURN CORRECTED PRINTS CORRECTIONS ❑ FOR REVIEW AND ❑ ElPRINTS RETURNED AFTER LOAN TO US COMMENT ❑ FORBIDS DUE REMARKS: Susan, Could you please replace the original plans submitted for this site?After I sent them off with Mark Rea I realized that the D-Box detail did not include a tee. Please let me know if you have any questions. Thank you. John COPY TO SIGNED: Marchionda and Associates,L.P. Tel: (781)438-6121 62 Montvale Avenue, Suite I Fax:(781)438-9654 Stoneham,Massachusetts 02180 email: engineers@marchionda.com Invoice MARCHIONDA AND ASSOCIATES, L.P. 62 Montvale Avenue, Suite I Stoneham, Massachusetts 02180 Phone(781)438-6121 - FAX(781)438-9654 August 3, 2011 Project No: 0805.001.00 Invoice No: 0005251 Mark Rae 285 Washington Street Groveland MA 01834 Project: 0805.001.00 600 Foster St, N. Andover Professional services from July 1 2011 to July 31 2011 Topographic survey including locating wetlands and tying into boundary; prepare Base plan Professional Personnel Hours Rate Amount Two Man Field Crew 11.50 145.00r 1,667.50 Project Manager 5.00 125.00 625.00 Civil Engineer 6.50 45.00 292.50 Totals 23.00 2,585.00 Total Labor 2,585.00 Total this invoice $2,585.00 0`� (6� � o � VU 3 � d 9 f U �S Q d PAYMENT DUE UPON RECEIPT. THANK YOU Commonwealth of Massachusetts -City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Mark Rae Owner Name 600 Foster Street 104B/47 Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ❑ Upgrade ® Repair 2. Published Soil Survey Available? ® Yes ❑ No If yes: WebYear Published Publication Scale Soil Map Unit Canton Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® No If yes: , Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ® No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): Month/Year Range: ❑ Above Normal ® Normal ❑ Below Normal 7. Other references reviewed: t5forml 1.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Dee Observation Hole Number: 1-11 Date Time AM Clear r Deep Date Time Weather 1. Location on Slope Ground Elevation at Surface of Hole: 144+/- Location (identify on plan): p lawn off property 4% +/- 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) grass Vegetation Landform Position on Landscape(attach sheet) >100 3. Distances from: Open Water Body >200feet Drainage Way fee00 Possible Wet Area feet Property Line 50 +/- Drinking Water Well N/A Other f 80' p y feeteet 4. Parent Material Till Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 114" 120" 5. Groundwater Observed: ® Yes E] No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 44 140.3inches elevation t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts City/Town of-North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 1-11 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other Depth Color Percent Gravel Stones ) 5 A 10YR 4/4 SL <10 <10 M F 120 C 2.5Y 6/4 44 LFS 15 15 Gran. Firm in few Place Boulders Roots @36" Additional Notes: t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover _— Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Dee Observation Hole Number: 2-11 Date 1 me Clear r P Date Time Weather 1. Location Ground Elevation at Surface of Hole: 143.5 Location (identify on plan): Lawn off site 4%+/- 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Grass Hill on Slope Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body '200 Drainage Way >100 Possible Wet Area e1100 feetet Property Line 251 feet Drinking Water Well eeA Other feet 4. Parent Material: Till Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 120 120 5. Groundwater Observed: ® Yes ❑ No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater. 44 139.8 inches elevation t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 2-11 Redoximorphic Features Coarse Fragments mottles %by Volume Soil Soil Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture Consistence Other Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist) Depth Color Percent Gravel Stones 5 A 10YR 4/4 SL <10 <10 M F LFS 15 15 Gran Firm in Few 120 C 2.5Y 6/4 44 Place Boulders Roots @36" Additional Notes: t5forml i.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts — — City/Town of North Andover — --- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: A. 120 B. 120 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole A. 116 B. 120inches inches A. 44 B. 44 ❑ Depth to soil redoximorphic features (mottles) inches inches A. B. ❑ Groundwater adjustment (USGS methodology) inches inches 2 Index Well Number Reading Date Index Well Level 5 Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: 5 Lower boundary: 120 inches inches t5forml 1.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. Signature of Soil Evaluator Date John Barrows, P.E./SE#84 9/96 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Issac Rowe Mill River for North Andover Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. t5forml 1.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover _ — Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8 Commonwealth of Massachusetts City/Town of North Andover 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. Important:When A. Site Information filling out forms on the computer, use only the tab Mark Rae key to move your Owner Name cursor-do not 600 Foster St. use the return Street Address or Lot# key. North Andover MA 01845 r� Cityrrown State Zip Code 508-509-9430 Contact Person(if different from Owner) Telephone Number B. Test Results 8/2/11 10:41 Date Time Date Time Observation Hole# P-1-11 Depth of Perc 44'718" Start Pre-Soak 10:41 End Pre-Soak 10:56 10:56 Time at 12" Time at 9" 11:08 11:24 Time at 6" 16 min. Time (9"-6") ' Rate (Min./Inch) 6 min/in. Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ John Barrows Test Performed By: Issac Rowe, Mill River(for North Andover BOH) Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1• s� Commonwealth of Massachusetts City/Town of North Andover - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Mark Rae Owner Name 600 Foster Street 104B/47 Map/Lot# Street Address North Andover MA 01845 State Zip Code City B. Site Information 1. (Check one) ❑ New Construction ❑ Upgrade ® Repair Web 2. Published Soil Survey Available? ® Yes ❑ No If yes: Year Published Publication Scale Soil Map Unit Canton Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® No If yes: - Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ® No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): Mont h'Year Range: ❑ Above Normal ® Normal ❑ Below Normal 7. Other references reviewed: t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts City/Town-of North Andover -=- --- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Dee Observation Hole Number: 1-11 Date Time AM Clear r 11 Date Time Weather 1. Location Ground Elevation at Surface of Hole: 144+/- Location (identify on plan): on Slope lawn off property 4% +/- 2. Land UseSurface Stones Slope(%) (e.g.,woodland,agricultural field,vacant lot,etc.) grass Vegetation Landform Position on Landscape(attach sheet) >200 >100 Possible Wet Area >100 3. Distances from: Open Water Body feet Drainage Way feet feet 50 +/- Drinking Water Well N/A Other 180 Property Line feet g feet feet 4. Parent Material: Till Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 114" 120" 5. Groundwater Observed: ® Yes [:1NO If yes: Depth Weeping from Pit Depth Standing Water in Hole 44 140.3 Estimated Depth to High Groundwater. inches elevation t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts City/Town of North-Andover -- -- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 1-11 Redoximorphic Features Coarse Fragments mottles %by Volume Soil Soil Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture Consistence Other Depth(in.) USDA Structure Layer Moist(Munsell) Depth Color Percent ( ) Gravel Cobbles (Moist) 5 A 10YR 4/4 SL <10 <10 M F LFS 15 15 Gran. Firm in few 120 C 2.5Y 6/4 44 Place Boulders Roots @36"_ Additional Notes: t5forml 1.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover - - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) 2-11 11 1 Deep Observation Hole Number: DateTime e Clear Weather 1. Location 143.5 Location (identify on Ian Ground Elevation at Surface of Hole: � Y plan): Lawn off site 4% +/- 2. Land UseSurface Stones Slope(%) (e.g.,woodland,agricultural field,vacant lot,etc.) Grass Hill on Slope Vegetation Landform Position on Landscape(attach sheet) >200 >100 Possible Wet Area >100 3. Distances from: Open Water Body feet Drainage Way feet feet Property Line 25'_ Drinking Water Well eeA Other feet P Y feet 4. Parent Material: Till Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 120 120 5. Groundwater Observed: ® Yes ❑ No If yes: Depth Weeping from Pit Depth Standing Water in Hole 44 139.8 Estimated Depth to High Groundwater: inches elevation t5forml 1.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover — Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 2-11 Redoximorphic Features Coarse Fragments (mottles) Soil Texture %by Volume Soil Soil Soil Horizon/Soil Matrix:Color- USDA Structure Consistence Other Depth(in.) Layer Moist(Munsell) ( ) Gravel Cobbles& (Moist) Depth Color Percent Stones 5 A 10YR 4/4 SL <10 <10 M F LFS 15 15 Gran Firm in Few 120 C 2.5Y 6/4 44 Place Boulders Roots @36" Additional Notes: t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 _5�\' Commonwealth of Massachusetts M. City/Town of North Andover ---- — Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: A. 120 B. 120 ❑ Depth observed standing water in observation hole inches inches A. 116 B. 120 ❑ Depth weeping from side of observation hole inches inches A. 44 B. 44 ❑ Depth to soil redoximorphic features (mottles) inches inches A. B. ❑ Groundwater adjustment (USGS methodology) inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No 120 b. If yes, at what depth was it observed? Upper boundary: acnes Lower boundary: ;acnes t5forml 1.doc•rev. 1/10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 _�L\ Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification 1 certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. Signature of Soil Evaluator Date John Barrows, P.E. /SE#84 9/96 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Issac Rowe Mill River for North Andover Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. t5forml 1 doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: t5form11.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8 c Commonwealth of Massachusetts City/Town of North Andover W Percolation Test Form 12 M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, checkiwith the local Board of Health to determine the form they use. Important:When A. Site Information filling out forms on the computer, use only the tab Mark Rae key to move your Owner Name cursor-do not 600 Foster St. use the return Street Address or Lot# key. North Andover MA 01845 City/Town State Zip Code 508-509-9430 Contact Person(if different from Owner) Telephone Number B. Test Results 8/2/11 10:41 Date Time Date Time Observation Hole# P-1-11 44"/18" Depth of Perc Start Pre-Soak 10:41 10:56 End Pre-Soak 10:56 Time at 12" Time at 9" 11:08 Time at 6" 11:24 16 min. Time (9"-6") 6.min/in. Rate (Min./Inch) Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ John Barrows Test Performed By: Issac Rowe, Mill River(for North Andover BOH) Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, August 16, 20119:43 AM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: Plan Review-600 Foster Street, North Andover Attachments: 20110816091902106 This is coming in the mail to you. O Marchionda&Associats is the Engineer on this one. SW Rgaada, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 'r Office-978-688-9540 1 Fax-978-688-8476 0 Email-pdellechiaieotownofnorthandover.com 12� Website bM://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 i 'DelleChiaie, Pamela From: Isaac Rowe [irowe@millriverconsulting.com] Sent: Wednesday, August 03, 20118:26 AM To: 'Susan Sawyer(ssawyer@townofnorthandover.com)'; DelleChiaie, Pamela Cc: 'Dan Ottenheimer; 'Marianne Peters'; 'Randy Burley'; irowe@millriverconsulting.com Subject: 600 Foster Street Attachments: 600 Foster Street-Soil testing results 8-2-11.pdf Susan, Attached are the soil testing results for the above referenced property. John Barrows was well prepared for this by already have the wetland resources marked out and survey located. Please let me know if you have any questions. Thank you, Isaac M. Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street i sum _!---� I '�t I ' s j u�5 e —� f I I E f � ( J I I i a Z DH �3 FND Z N J � N W'A-12 WFA-1No Or—14 32 z -D PRUISS01 6''§e'E a 3 PARCEL 209 ITER STREET WrA-13 I + 1 1. / WA-9 VrFA-14 6 4�1 45FA-8 W7A-16 WFA-1 i rA-1 tiYr WFA-6 I J --4 S92-04-32-E �sb ` 1 68.99' 1 WFA-17 NH _ 1YIAP 104B?ARCEL a\ FNo 186 SO-FT— 1 W'� 5 f .06 ACRES -18 WFA- J J i SD6-1 '45'E icv 15 DECK taa �f } ICV BENCHMARK / SHED \ 'n' p DECO `� \m m� EPK klL 1 E�=131.17 SET U:/lltE#35344 ma t LOCATION OF 1 ifc�yy PROPOSM SOILTESTPITS / Iso BENCHMARK N.. / ' o I ( PK NAIL SET U.POIE#3412 4 4 W1R -fix X='`k _. 43 ELEv=127.98 1 X / I X WELL J v / g8^N 04 eo2/N8553'OSW 209.47' f J34 WG #3412 � / MAP 1048 PARCEL 222 / \ 530 FOSTER STREETON /l 126--- ROTO� (�� l / 'Jj?r \ I� r 13, 2011 40 20 0 40 2500980007C DATED 6/2/93 .DOD HAZARD ZONE EXISTING CONDITIONS PLAN DRW. DSc: ASSESSORS MAP 1045 PARCEL 47 600 FOSTER STREET NORTH ANDOVER, MA PREPARED FOR MARK RAE 600 FOSTER STREET NORTH ANDOVER, MA 01845 DE TOWN OF NORTH ANDOVER df Nuery 1 Office of COMMUNITY.DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 1600 OSGOOD STREET; BUILDING 20• SUITE 2-36 NORTH ANDOVER,MASSACHUSETTS 01845 ° K�� s�C use Susan Y.Sawyer,RENS,RS 978.688.9540-Phone Public Health Director 978.688.8476-FAX healthde t a townofnorthan vei:e = - www-townofhorthandov rl, L APPLICATION FOR SOIL TESTS2b 464�i 11 DATE: 7/20/11 MAP&PARCEL. 104B-47 ''I WNOF<N L�4Td y LOCATION OF SOIL TESTS: Rear Yard (see plot plan) OWNER: Mark Rae Contact#: 508-509-9430 APPLICANT: Mark Rae Contact#:508-509-9430 ADDRESS: 600 Foster St. ENGINEER: Marchionda & Assoc Contact#: 781 -438-6121 i I CERTIFIED SOIL EVALUATOR. John Barrows (SE- 84) Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testin P g:2 Undeveloped Lot Testing Upgrade for Addition: In the Lake Cochichewick Watershed? Yes 1= No iTHE 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. i ➢ 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 irepresentative. i ➢ 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: Date hack to Health Department:(stamp in): DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, July 20, 20113:59 PM To: Gaffney, Heidi; Hughes, Jennifer Cc: Sawyer, Susan Subject: Septic-600 Foster Street-Soil Test Application -7.20.2011 Attachments: 20110720153955133 Importance: High Follow Up Flag: Follow up Flag Status: Flagged Hello, Attached is a Soil Test Application for 600 Foster Street. I gave Heidi a hard copy for reference. Please let me know any comments and observations you have,and I will pass on for scheduling. Thank you. O fiat Rgaada, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street I Bldg 20 1 Suite 2-36 North Andover,MA o1845 9 Office-978-688-9540 M Fax-978-688-8476 (] Email-ndellechiaieRtownofnorthandover.com '11 Website bM://www.townofnorthandover.com/Pages/index "We can never see the path of our life if we are too busy focusing on the pebbles under our feet:"--Anonymous 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, July 19, 2011 10:21 AM To: 'Rocko5454@gmail.com' Cc: 'Riv732@verizon.net' Subject: FW: Septic-67 Foster Street, North Andover-As Built; Plan Info. Attachments: 20110718132515493.pdf Importance: High Follow Up Flag: Follow up Flag Status: Flagged To:Paul Cardone Title 5 Inspector Re:67 Foster Street,North Andover 978.407.1808 Cc:Matt Rivet Homeowner 978.258.2580 Hi Paul, Attached is the information you need to conduct a Title 5 Inspection for Matt Rivet at 67 Foster Street. Please call me if you have any questions. Best Regards, Pamela DelleChiaie Departmental Assistant I Community Development I Health Department Town of North Andover 1600 Osgood Street Bldg 201 Suite 2-36 North Andover,MA 01845 N Office-978-688-9540 9 Fax-978-688-8476 9 Email-pdellechiaie@townofnorthandover.com ; Website http://www.townofnorthandover.com/Pa es/g index "We can never see the path of our life if we are too busy focusing on the pebbles under our feet."--Anonymous If you are happy with the customer service you have received from town departments,please let us know...fed free to complete the general Comment Form(link below): http://www.townofnorthandover.com/Pages/NAndoverMA WebDocs/contact 1 5563 Cf-wORT1r 1� Town of North Andover ` '•�,,,,,.: HEALTH DEPARTMENT ,SSACHUSf� CHECK#: -` �J �, DATE: ClJ� LOCATION: b0� � H/O NAME: CONTRACTOR NAm - Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service-Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal(Septic)Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIaSustems: �d�2 Septic-Soil Testing ❑ Septic-Design Approv ,� $ ❑ Septic Disposal Works Construction(DWC) $ ❑ Septic Disposal Works Installers(DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other:(Indicate) $ Health Agent Initials White-Applicant Yellow-Health Pink-Treasurer A, - TOWN OF NORTH ANDOVER HORTh Office of COMMUNITY DEVELOPMENT AND SERVICES 0� HEALTH DEPARTMENT 49 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER,MASSACHUSETTS 01845 �SS�T'INU � Susan Y.Sawyer,RENS,RS 978.688.9540-Phone Public Health Director 978.688.8476-FAX hea.lthde t a)townofnorthan NIC1 www.townofnorthandover. m L r APPLICATION FOR SOIL TESTS 10 Jai 01 DATE: 7/20/11 MAP&PARCEL: 104B-47 IIJF LOCATION OF SOIL TESTS: Rear Yard (see plot plan) OWNER: Mark Rae contact#: 508-509-9430 APPLICANT: Mark Rae Contact#:508-509-9430 ADDRESS. 600 Foster St. ENGINEER: Marchionda & Assoc Contact#: 781 -438-6121 CERTIFIED SOIL EVALUATOR: John Barrows (SE-84) Intended Use of Land: Residential Subdivision Single Family Home 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 pit 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: Date back to Health Department: (stamp in):