Loading...
HomeMy WebLinkAboutMiscellaneous - 6 PENNI LANE 4/30/2018 (2) 6 PENNI LANE 210/107.D-0054-0000.0 -` I r f r ' r }{� .� ��, F j �, J i f ���+�� ��'�-� �` �� II l J I l i f i I f � I Il I North Andover Board of Assessors Public Access Page 1 of 1 E. R µvR7y Tov�n:of North,Andovver ]&oa$d of Assessors. 0 4 4 k r A fi Property Record Card Return to the Home nage click on logo Parcel ID:210/107.D-0054-0000.0 Community:North Andover SKETCH PHOTO New Search Click on Sketch to Enlarge F-1 Sales o tau r Summary Residence v d I 81I Detached Structure Condo Commercial Comparable Sales Location: 6 PENNI LANE Owner Name: TIERNEY,JOHN F MARIE B TIERNEY Owner Address: 6 PENNI LANE City: NORTH ANDOVER State: MA ZIP:01845 Neighborhood: 7-7 Land Area: 1.22 acres Use Code: 101 -SNGL-FAM-RES Total Finished Area: 2464 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 584,500 .537,400 Building Value: 346,200 321,200 Land Value: 238,300 216,200 Market Land Value:238,300 Chapter Land Value: LATEST SALE Sale Price:0 Sale Date: 12/31/1976 Arms Length Sale Code:N-NO-OTHER Grantor: Cert Doc: Book: 01311 Page: 0238 http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&Linkld=992064 7/18/2007 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, July 18, 2007 1:55 PM To: Dufresne Bill (E-mail) Subject: 6 Penni Lane Importance: High Hi Bill, I am following up on some aging files.... For 6 Penni Lane, I am missing the Final Grade Request, As Built Plan, and Installation Certification form. The system was repaired by Todd Bateson. The original DWC Permit was issued on Feb. 27, 2006, so it's been quite awhile. Is there some type of hold up with this particular site? Please let me know when this information will be forthcoming. Thanks. gust Rogaadg, Raw.&D¢00¢G01fiaio Health Department Assistant Town of North Andover 1600 Osgood Street Building 20,Suite 2-36 North Andover,MA o1845 2978.688.9540-Phone A 978.688.8476-Fax http://www.townoffiorthandover.com healthdept@townofnorthandover.com 1 Commonwealth of Massachusetts Map-Block-Lot y�•`° •.�o0 107.D-0054- 0 Board of Health ---------- Permit No M • BHP-2006-0059 . _ North Andover _____________________ P.I. FEE �ss^ t F.I. $250.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted Todd-Bate-son ----- ---------------------------------------------------------------------------------------------- to(Repair)an Individual Sewage Disposal System. at No 6 PENNI LANE ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP-2006-005 Dated March 01,2006 ---------------------- ----------------------------- -----------------M-0 Issued On:Mar-01-2006 ............................................................................................................................................................................... NORt., Ma Block-Lot o+y,,.° ,• +ti Commonwealth of Massachusetts p Fa ,• •. °` 1--- -0054- - Board of Health • North Andover s r°• ,�y .,..•.r� ACMCertificate of Compliance is$ Ugtt THIS IS TO CERTIFY,That the Individual Sewage Disposa em (Repair) by Todd Bateson ----------------------------------------------------- ------------------------ -------------------------- nstaller at No 6 PENNI LANE has been installed in accord t the provisions of TITLE 5 of the State Environmental Code as described in the application for Dis orks Construction Permit No. BHP-2006-005 Dated---March 01,2006 ----------------- ------------------------------------ Prn:Feb-27-2006 Board of Health Town of NorW Andover Health " lie artment Date: P ` Location: . (Indicate Address,if Residential,or Na of Business) Check#: 14 / v Type of Permit or License:(Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service-Type: $ D a= ➢ Funeral Directors $ Massage Establishment $ ➢ Massage Practice $ ➢ Offal(Septic)Hauler $ ➢ Recreational Camp $ r ➢ SEPTIC PERMITS: ❑ Septic-Soil Testing $ E ❑ Septic-Design Approval $ ' ._. Septic Disposal Works Construction(DWC) -` ❑ Septic Disposal Works Installers(DWI) $ d_ ➢ Sun tanning $ ➢ Swimming Pool $ ➢ Tobacco $ ➢ Tras4lSolid Waste Hauler $ 3 ➢ Well Construction $ ➢ OTHER:(Indicate) Health Agent Initials 1425 White-Applicant Yellow-Health Pink-Treasurer • gONTH Application for Se tic Disposal System --- 4 . O� , eo ^gtio _ Construction Permit — TOWN OF TODAY'S DATE a , " NORTH ANDOVER, MA 01845 250.00—Full Re $125.00 Component �SSACHUSEt Important: Application is hereby made for a permit to: When filling out * forms on the ❑ Con uct a new on-site sewage disposal system computer, use epair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component cursor-do not use the return A. Facility Infor tion key. r0/ '/ Y/✓� � rob Address or Lot# — City/Town 2.- *TYPE OF §gPTIC SYSTEM*: ❑ Pump [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 Tie- Address(if different from above) City/Town State Zip Code Telephone Number 3. Installer Information 1 Name Name of Company Address City/Town State Zip Code Telephone Number(Cell Phone#if possible please) 4. Designer Information ciz NameName of Company PA .k � � _ rte 4A Address --------------------__ - All City/Town State Zip Code _ 1Y75- 3 Es 6- Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 N°k,y Application for Septic Disposal System pConstruction Permit - TOWN OF TODAY'S DATE "t ORTH AND $ 250.00—Full Repair OVER, MA 01845 $125.00-Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: esidential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Ando , and not to place the system in operation until a Certificate of Compliance has been is ed y this Board of Health. 7— Nar PIL Date Applicatio Approved By: (Bo AU of Health Representative) ,."Az 3 — / - � /� Nan) Date Application Disapproved for the following reasons: .. For Office Use Only: 1. Fee Attacbed? Yes No 2. Project Manager Obligation Form Attacbed? Yes No 3. Pump System? If so,Attacb copy of Electrical Permit Yes_ N04Z 4. Foundation As-Built?(new construction ronly):: Yes_ No I,- (Same (Same scale as approved plan) S. Floor Plans?(new construction only): Yes_ No i/ Application for Disposal System Construction Permit-Page 2 of 2 INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at P2AJ/✓ relative to the application of% �ey.� dated for plans by2/r� �,eGr/Z fir. and dated with revisions dated I understand the following obligations for management of this project: 1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer I must call for any and all inspections. If homeowner, contractor, project manger, 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 Tile 5 and the Board of Health Regulations may result in a$50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Installer must request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As-built or verbal OK from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With 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. Does not have to be on site. 4. As the installer I understand that only I may perform the work(other than simple excavation) required to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system, and/or revocation or suspension of my license to operate in the Town of North Andover; significant fines to all persons involved are also possible. 5, As the Installer I understand that I must be on site during the performance of the following construction.steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. c) Final inspection by Board of Health staff or consultant. d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigne ' nsed Septic Installer Date: 001 _ —Q Disposal Works Construction Permit# Page 1 of i r DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Tuesday, March 14, 2006 4:31 PM To: DelleChiaie, Pamela Subject: Construction Inspection-6 Penni Lane Hi Pam, Attached please find the Construction Inspection Report for 6 Penni Lane. Please let me know if you have any questions. Marianne Daniel Ottenheimer, President Mill River Consulting, Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com danomillriverconsultin2.com 3/15/2006 I { ` TOWN OF NORTH ANDOVER °a a°RTM Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET i NORTH ANDOVER,MASSACHUSETTS 01845 ��Ss„C U t� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX ON-SITE WASTEWATER SYSTEM CONSTRUCTION NOTES Inspection Request Date: 3/6/06 LOCATION INFORMATION ADDRESS: 6 Penni Lane MAP:107D LOT: 54 INSTALLER: Neil Bateson DESIGNER: Merrimack Engineering PLAN DATE: December 1, 2005 BOH APPROVAL DATE ON PLAN: January 23, 2006 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION:3/7/06 DATE OF FINAL CONSTRUCTION INSPECTION: 3/9/06 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base El Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ® Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port ® 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet ' Wastewater System Documentation—Feb 2006 Page 1 of 4 TOWN OF NORTH ANDOVER of"`oT e1r0 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET �► , .-�:,:.. •. + NORTH ANDOVER,MASSACHUSETTS 01845 'SSACHU Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX D-BOX ® Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ❑ Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 3/4-1 Y2" double washed stone installed ® 1/8-1/2" (peastone) double washed stone installed ❑ Laterals installed and ends connected to header ❑ Laterals vented if impervious material above ® Orifices @ 5 & 7 o'clock positions ® Gravel-less disposal systems: type, number and location as per plan ® Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/concrete /timber/ block) ❑ Final cover as per plan Comments: Wastewater System Documentation—Feb 2006 Page 2 of 4 TOWN OF NORTH ANDOVER f NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845 �'s;;CHU Susan Y. Sawyer,REHS/RS 97 8.68 8.9540—Phone Public Health Director 978.688.9542—FAX 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 2.0 -- ❑ 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/trio.) 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 Wastewater System Documentation—Feb 2006 Page 3 of 4 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845 cHuse� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX SYSTEM ELEVATIONS INVERT ON DESIGN PLAN FIELD INVERT ELEV. Building Sewer OUT 97.42 97.34 Septic Tank IN 97.08 97.02 Septic Tank OUT 96.83 96.72 Pump Chamber IN Pump Chamber OUT Distribution Box IN 96.30 96.32 Distribution Box OUT 96.13 96.17 Lateral 1 HIGH 96.10 96.15 Lateral 1 LOW 95.90 95.99, Lateral 2 HIGH 96.10 96.15 Lateral 2 LOW 95.90 95.94 Lateral 3 HIGH 96.10 96.15 Lateral 3 LOW 95.90 95.93 Wastewater System Documentation—Feb 2006 Page 4 of 4 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, March 07, 2006 2:09 PM To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)' Subject: 6 Penni Lane-Onsite Wastewater System Construction Notes Importance: High Attached is Michele's inspection information. CONSTR INSP. -6 Penni Lane.do... 8agf R¢gwad8, Pwfyaew D¢ee¢G�lfiaia Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA o1845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com 1 TOWN OF NORTH ANDOVER a NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT b 400 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845s;;CN„g Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES Inspection Request Date: 3/6/06 LOCATION INFORMATION ADDRESS: 6 Penni Lane MAP: LOT: INSTALLER: Neil Bateson DESIGNER: Merrimack Engineering PLAN DATE: December 1, 2005 BOH APPROVAL DATE ON PLAN: January 23, 2006 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION:3/7/06 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑Existing septic tank properly abandoned ❑internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged 0 1500 gallon tank has been installed H-10 loading Monolithic construction Z Watertightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, centered under access port 19 Outlet tee (gas baffle or effluent filter) installed, centered under access port 19 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present 0 Hydraulic cement around inlet & outlet Comments: Wastewater System Documentation—Feb 2006 Page I of 6 TOWN OF NORTH ANDOVER M°RTot , Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET ` NORTH ANDOVER,MASSACHUSETTS 01845 ��sS�C US t� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ Combo Tank installed. Size: ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, centered under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ 24" inch cover to within 6" of final grade installed over pump access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment device: ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Comments: Wastewater System Documentation-Feb 2006 Page 2 of 6 TOWN OF NORTH ANDOVER of�oRTN , Office of COMMUNITY DEVELOPMENT AND SERVICES o?stir c� HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845 04use<�' Susan Y. Sawyer,REHS/RS 978.688.9540-Phone Public Health Director. 978.688.8476—FAX D-BOX Installed on stable stone base Inlet tee (if pumped or >0.08'/foot) Hydraulic cement around inlet & outlets Observed even distribution Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan —25 x 52 . ❑ Size of SAS excavated as per plan 0 Title 5 sand installed, if specified on plan ❑ 3/4-1 '/2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ Laterals installed and ends connected to header ❑ Laterals vented if impervious material above ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravel-less disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Bottom of the Bed—25' x 52' Wastewater System Documentation—Feb 2006 Page 3 of 6 TOWN OF NORTH ANDOVERof NORTH , Office of COMMUNITY DEVELOPMENT AND SERVICES app HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845 "Ss'4�N„5<� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX PRESSURE DISTRIBUTION ❑ - inch manifold ❑ laterals installed with end sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: Wastewater System Documentation—Feb 2006 Page 4 of 6 TOWN OF NORTH ANDOVER a NoerM Office of COMMUNITY DEVELOPMENT AND SERVICES o•``�a� �°A HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER MASSACHUSETTS 01845C s� eus Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank 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). s As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws Wastewater System Documentation—Feb 2006 Page 5 of 6 TOWN OF NORTH ANDOVER a MORrq Office of COMMUNITY DEVELOPMENT AND SERVICES F � A HEALTH DEPARTMENT 49 400 OSGOOD STREET " " NORTH ANDOVER,MASSACHUSETTS 01845 CHU Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX SYSTEM ELEVATIONS INVERT ON DESIGN PLAN FIELD INVERT ELEV. Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN. Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Wastewater System Documentation—Feb 2006 Page 6 of 6 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES 3rG°,teo Me etioL HEALTH DEPARTMENT p 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS 978.688.940—Phone Public Health Director 978.688.8476—FAX (21� 8' & I ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: �� MAP: LOT: INSTALLER: �iY) DESIGNER: ✓i�i` a-C�i/L �v � y PLAN DATE: BOH APPROVHL uHi c uiv &LAN: INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged 1500 gallon tank has been installed_= H-101oading onolithic, onstruction Water tightness oras been ac 51` (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed—centered under access port Outlet tee g s baffle or effluent filter) installed, centered under access port [✓]� 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent EXJ/ filter is present Hydraulic cement around inlet & outlet Wastewater System Documentation—Feb 2006 Page 1 of 6 TOWN OF NORTH ANDOVER of NORTH 9 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'gITSACMUS� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ Combo Tank installed. Size: ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, .centered under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ 24" inch cover to within 6" of final grade installed over pump access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment device: ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Comments: Wastewater System Documentation—Feb 2006 Page 2 of 6 n i TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT y . 400 OSGOOD STREET ,..-rte. NORTH ANDOVER, MASSACHUSETTS 01845 "SSq�N„St� Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX D-BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to 01 soil layer, as provided.on plan ❑ Size of SAS excavated as per plan Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ Laterals installed and ends connected to header ❑ Laterals vented if impervious material above ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravel-less disposal systems: type, number and location as per plan. ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/concrete /timber/ block) ❑ Final cover as per plan Comments: cld� i Wastewater System Documentation—Feb 2006 Page 3 of 6 r TOWN OF NORTH ANDOVER o�Na RT aAtio Office of COMMUNITY DEVELOPMENT AND SERVICES o? HEALTH (DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 "SS;;�Hu9et�y Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX PRESSURE DISTRIBUTION ❑ -- inch manifold ❑ laterals installed with end.sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: Wastewater System Documentation—Feb 2006 Page 4 of 6 TOWN OF NORTH ANDOVER �NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �9SSACHU54� Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank 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 Wastewater System Documentation—Feb 2006 Page 5 of 6 ` TOWN OF NORTH ANDOVER f NORTIN Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET �, . ,_ NORTH ANDOVER, MASSACHUSETTS 01845 ''"Ss';CH„gt Susan Y. Sawyer, REHS/RS 978:688.9540—Phone Public Health Director 978.688.8476-FAX SYSTEM ELEVATIONS INVERT ON DESIGN PLAN FIELD INVERT ELEV. Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Wastewater System Documentation—Feb 2006 Page 6 of 6 0 LETTER OF TRANSMITTAL North Andover Health Department pORTly 400 Osgood Street North Andover,MA 01845 978.688.9540 -Phone 978.688.8476 -Fax '� 04 Coco C; ,• �` healthdent(i ,townofnorthandover com -E-mailA�gw'rep www.townofnorthandover.com - Website Page of �SSACHU'SE� TO: DATE: WILLIAM (BILL) DUFRESNE, �y PROJECT MANAGER X COMPANY: FROM:Pamela DelleChiaie, Health Dept. Assistant MERRIMACK ENGINEERING SERVICES GGu. G Phone:978.475.3555 RE: Fax: 978.475.1448 We are sending you: OAlan Review Letter 0,APROVED ONOT APPROVED OSystem Construction Follow-Up OOther These are transmitted as checked below: OFor your File 2As Required OAs Requested q q OFor Your Use REMARKS: , COPY TO: Fax# ''Fomeowner� or Mailed COPY TO: Fax# File or Mailed COPY TO: Fax# or Mailed {� TRANSMISSION VERIFICATION REPORT TIME 01127/2006 13:09 NAME HEALTH FAX 9786888476 TEL 9786888476 SER. # 000W120960 DATE DIME 01/27 13:08 FAX N0./NAME 89784751448 DURATION 00:01:05 PAGE(S) 02 RESULT OK MODE STANDARD ECM TOWN OF NORTH ANDOVER NCRTH Office of COMMUNITY DEVELOPMENT AND SERVICES ��+�•`�`���°°"Oop HEALTH DEPARTMENT 49 400 OSGOOD STREET NORTH ANDOVER MASSACHUSETTS 01845 +$ e� � B4cNuS Susan Y. Sawyer,.REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX January 18,2006 Marie and John Tierney 6 Penni Lane North Andover,MA 01845 RE: Subsurface Sewage Disposal System.Plan for 6 Penni Lane,Map 107D Lot 54 North Andover Massachusetts Dear Mr.&Mrs. Tierney, The North Andover Board of Health has completed review of the onsite wastewater system design plans for the above referenced property submitted on your behalf by Merrimack Engineering Services dated December 1,2005. The design has been approved for use in the construction of a replacement onsite wastewater system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of an inspection of the current wastewater system which did not meet the acceptable criteria in the state regulations. The time period for which this plan is valid may be reduced by the North Andover Board of Health in the event an imminent health problem such as sewage backup into the dwelling is occurring. This approval is 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 designer, installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board,Planning Board,.Building Inspector,Plumbing Inspector and/or Electrical.Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning wastewater treatment and dispersal system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincer , ZI S, san Sawyer. ublic Health Director encl:List of licensed installers cc: file Merrimack Engineering Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Friday, January 20, 2006 9:35 AM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 6 Penni Lane Attached please find the plan approval for 6 Penni Lane. Dan 0 Daniel Ottenheimer,President Mill River Consulting,Inc. Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com dano _millriverconsulting.com 1/20/2006 I ,� _�i��!r��/f/�r/I�I� �' J�• f`/SIJ`'�� I Town of North Andover Health Department Date: / l /"� Location: (Indicate Address,if Residential,or Name of Business) Check#: Type of Permit or License:(Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service-Type: $ -_ ➢ Funeral Directors $ ➢ Massage Establishment $ , ➢ Massage Practice $ 51 Offal(Septic)Hauler $ ➢ Recreational Camp $ ➢ SEPTIC PERMITS: ❑ _Se/pti`c�-Soil Testing $ j@ eptic-Design Approval $ ❑ Septic Disposal Works Construction(DWC)$ Ri `- ❑ Septic Disposal Works Installers(DWI) $ ➢ Sun tanning $ B ➢ Swimming Pool $ ➢ Tobacco $ ➢ TrashlSolid Waste Hauler $ ➢ Well Construction $ ➢ OTHER:(Indicate) >_ c Health Agent Initials 130 6: White-Applicant Yellow-Health Pink-Treasurer p TOWN OF NORTH ANDOVER ra �� Office of COMMUNITY DEVELOPMENT AND SERVICES ?-`; '•°z� HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 gs 978.688.9540 -Phone Susan Y.Sawyer,RENS/RS 978.688.8476—FAX Public Health Director E-ivLATL:healthdepQtownofiiorthandover.com WEBSITE:hqp://www.townof.northandover.coni SEPTIC PLAN SUBMITTAL.FORM Date of Submission: -� Site Location: peoijL LAO F_ Engineer: f j G��s New Plans? Yes <. $225/Plan Check#(includes 1s`submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? QA.Yes No Telephone#:M-V)4-1 t; 5-- Fax#:— 75) 7 C; 1 `W E-mail:_N '�Wil,)E 6.�A ea L.. Homeowner Name: -f i•} �$ F'I oar ill �'1 1;lir'`i OFFICE USE ONLY When the submission is complete(including check): RECEIVED ➢ :/ Date stamp plans and letter SEC 1` 6 2005 ➢ Complete and attach Receipt ➢ Copy File;Forward to Consultant T�HEALWN�TH DEPARTM NTER ➢ Enter on Log Sheet and Database i F Rti , • • Location: Owner's Name: MaplParcet:_ 1 0-12! New rnOL— ._Repdr Date: 9-7.8-0, di_fie=Soft Symbol G�SoII Rhme,� Soil Q Deep Observation Role Logs - Elevation Depth Soil H�rima Sots Twore Son Color Soil Mottling % Gravel,Stones,etc,• I - �� rz-4 i t-r�55ty �V7t� w,L� 2.5y 6/4 me;p6<7 Wiz' •M�s� c•VLtA Il `3YL/� ©f� r2, Parent l►iatedal. + 1 L Dept to - haft w�in the Halo r �� — st �_�reepinilteat2ltFaa �___ES8GLYs� fi IFY Pz_ 7-y-e-,40 65 Parent Materhl +I LAtkpth to Baitoek s StadLe=R►sterla the Holed w ee*t fco u Fla '—" F3HGLYe Date -2 percolation Tests Observation Hole# - Depth of Pere I I-, Stut Pre-sosl: I 1 Tlme at 221f o ; Time at V Time at 6" 14 Time(V-6')_ Rate Mlnlinch•• Performed Br:------------- t7, �V F►Z.�g t`} Witnessed Br: fZ,-\ij9 Y CY Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur[lisal@millriverconsulting.com] Sent: Monday, September 19, 2005 10:21 AM To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela; dano@millriverconsulting.com Subject: soil test dates Hi there, The following soil tests are scheduled: Lots 5 61 & 9 Ogunquit September 20, 9:00 a.m. j6P:e:nn�i:La�ne, ptember 28, 9:00 a.m. Thanks! Lisa Lisa LeVasseur Mill.River Consulting Your Complete Source for Onsite Wastewater Management 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultin .corn 9/19/2005 i X } LETTER OF TRANSMITTAL ORTH North Andover Health Department OE 1 04,i1,1,o 400 Osgood Street 3? e°; _ _ d 0 North Andover,MA 01845 978.688.9540 Phone 978.688.8476 - Fax '� ��„C«.«� M healthdept(a)townofnorthandover.com -E-mail �� �''"T•o '''�'��'� r www.townofnorthandover.com - Website Page of ss�►cHus� TO:- DATE: Daniel Ottenheimer lees— COMPANY: FROM:Pamela belleChilade, Health Dept. Assistant Mill River Consulting RE: Phone: 1.800.377.3044 or 978.282.0014 Fax: 978.282.0012 We vu: �_ oilTest OPlans or Review OOther ffill in below) r These are transmitted as checked below: OFor Review and comment OAs Requested OAs Required OFor Your Use REMARKS: COPY O: COP COPY TO: SIGNED: BOARD OF HEALTH NORTH ANDOVER, MASS. 0 E C� V ED 978-688-9540 APPLICATION FOR SOIL TE TS AUG 2 2 2005 — --C,` TOWN OF NORTH ANDO`IER DATE: MAP&PARCEL: - TH DE'ARTMIE LOCATION OF SOIL TESTS: OWNER: Ja N lJ 5 b-JA42-1'E T1 En-We*'f TEL.NO.: C® ®�- ADDRESS: U Ng ENGINEER: 12t:-L )� 'd L TEL.NO.:��7--1-T J CERTIFIED SOIL EVALUATOR: Iii Ll Intended use of land: Residential Subdivision Ingle Family Ho Commercial Is This: Repair testing Undeveloped lot testing Upgrade for addition In the Lake Cochichewick Watershed? Yes No V THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership(Tax bill,deed,or letter from owner permitting tests) 2. Plot plan 3. 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 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. 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). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Wri This Lin N.A.Conservation Commission Approv �d _,_-ui Date Received: Check Amount: Check Date: N® �4) s t Mfo i B 2545 C �J �S 9 39 i Lor N!F aOUSH I o i '2sr, &L 6118. Wo. ML6. t I lot -q� .l1 ANE NN1 MORTGAGE SURVEY PLOT PLAN MORTGAGE SURVEY CONSULTANTS,INC. SCALE; 1 inch -60 feet P.O.Dot 229 N.R@lerka,Mar.11862 I certify that the existing structures shown on this plan are DATE_ hhy1,, 1277 located on the lot designated in compliance with the applicabk zoning bylaws of the municipality wherein constructed. LOCATION NO= ANDUy�__HAWACHIM"TS Offset dimensions are not to be used for establishing property r..>„ro.W rices limes. Of kDEED AND PLAN REFERENCE! �*�tN ,Ss! EknobX No th IN 14triZ.___ __ Registry of Deeds ps FRANCIS Deed Book 1,050 i C. _4 Plan�JOIf. u EMMONS. JR. __.Plan 4N0 SUA4�'{O 1 certify that the structure shown on this plan IS NOT located within a SPECIAL FLOOD HAZARD AREA as delineated ,l / ( C the map of Ofn TUnity Nn Town of North Ando er Health Department Date: �S ,/ '.�' Location: ite.- Location: (Indicate Address,if Residential,or Nam-�oBusiness) Check#: Type of Permit or License:(Circle) > Animal > Dumpster > Food Service-Type. s- > Funeral Directors $ > Massage Establishment $ > Massage Practice $ > Offal(Septic)Hauler $ > Recreational Camp > SEPTIC PERMITS: LL.-Septic-Soil Testing 0 Septic-Design Approval $ El Septic Disposal Works Construction(DWO$- El Septic Disposal Works Installers(DWI) $ > Sun tanning $ > Swimming Pool $ > Tobacco $ > Trash/Solid Waste Hauler > Well Construction $ > OTHER. (Indicate) -A /00, 4Health Agent Initials 91 White-Applicant Yellow-Health Pink-Treasurer LETTER OF TAXNSMITTAL FORTH -, •North Andover Health Department 400 Osgood Street 3? o��,�^ Mb,6 p0, North Andover,MA 01845 0 978.688.9540 - Phone i 978.688.8476 - Fax healthdegt(a),townofnorthandover.com -E-mail �.y A�R''Te0 www.townofnorthandover.com - Website Page of ss'4CHu5� TO: DATE: Daniel Ottenheimer d COMPANY: FROM:Pamela belleChiaie, Health Dept. Assistant Mill River Consulting RE. 1 Phone: 1.800.377.3044 or 978.282.0014 %dam Fax: 978.282.0012 e are sending you: Test OPlans or Review t7 Other ill in below) These are transmitted as checked below: 1:7 For Review and comment OAs Requested OAs Required OFor Your Use REMARKS: COPY TO: COPY TO: COPY TO: SIGNED: BOARD OF HEALTH NORTH ANDOVER, MASS. 0 RECEIVED 978-688-9540 APPLICATION FOR SOIL TE TS AUG 2 200 —(� TOWN OF NORTH ANDO`/E.R DATE: �' MAP&PARCEL: HEALTHDEPARTMF Y LOCATION OF SOIL TESTS: e OWNER: �� (!��M2I tel.Eiz,rJ� TEL.NO.: "l ADDRESS:_ ENGINEER: TEL.NO.: °' CERTIFIED SOIL EVALUATOR: �✓i 1,{ Si Intended use of land: Residential Subdivision tgle:FFly7Ho;l Commercial Is This: Repair testing Undeveloped lot testing Upgrade for addition In the Lake Cochichewick Watershed? Yes No V THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. .Proof of land ownership(Tax bill,deed,or letter from owner permitting tests) 2. Plot plan 3. 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 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing,a scaled plan no smaller than 1"-1 ' > 00 shall be submitted to the Boar Y g P ( ) d of Health showing the location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A.Conservation Commission Approval: Date Received: Check Amount: Check Date: B 2545 V LOT / i N/F ,BOUSAI � r0 �a jwo• owes. 4-Ade. #6 I i Y 7.2 rt �E MORTGAGE SURVEY PIAT PLAN MOATGACE�SURVEY CpNSULTANTS,INC. P.O.!ax 224 N.BMW",Maas,01862 SCALE: 1 inch =6o feet I unify that the existing structures shown on this plan are DATE located on the lot designated in compliance with the applicable zoning bylaws of the municipality wherein constructed, Offset dimensions are not to be used for establishing property LOCATION lines. CNy a To o Slate �tN OF of*s DEED AND PLAN REFERENCE S� �APY l�rr►, t►r..�... .. t� c'jG —,---i-- Z..______ Registry of Deeds i6R C C{8 Deed Book_ 125L1______---Page_ 761 EMMONS. FR. Plan Bfq>K__ Plan i 'AF a.0 QrBttdp` q4' 4N0 SU '4 A 1 certify that the structure shown on thn plan IS NOT located within a SPECIAL FLOOD HAZARD AREA as delineated on the map of { COmmOnif. Nn TO: NORTH ANDOVER, MASS 19 Z>— BOARD OF HEALTH FROM: DESIGN ENGINEER Re: Soil Absorption Sewage System Inspection This is to certify that I have inspected the construction of the said disposal system at �rz,/V/YNorth Andover, Mass. SITE LOCATION The grades and construction are as specified in my plans and specifications dated 19 . � 7F&� As //V GROu /V U /0`A/y7 Pr e, g. a ria c J. v BARBAGALLO .a A No. 464 �SS��NVAL SPN��� TT `A /flY' date: &A-7 2 2 6 F S e w i ' 41 .rte -O L I�G�~�` f f�'x t5'TitJ G i� f? VVEi.w C, 3 PCX ik All io Joseph p bsrbegello,r.s, I westward circle no. reading mese. -� FMOMZn GS . •LOT t ' !Al .,,e , t ' A�l +.� "�"'' •;•""a"" =:.e.-�..—P+•a-...w»,t.•,r�.•... „• Ft w _ ..,.�� •{`1�1�'t.i�'�',�:/���..CQw+'ar.tel.. C7 P_ IEA . ••'1. !��•Z�! ''/- '!.._�f '1�•,7- ..._."� _. .,..�,.... ..4;. ++.w.'M.,µr �'..,..,.�,.,._. -F�T�Z 'CFJ1"t"�.i,F..'"+.�S��f���e•.77US1ic�.�-ak•�'�tiy. -� ate c"` _— — «_. .»...�'t".,.�, ,......._. .....,.....i r' a •�. .4.. �.. ..._ ___I���1 (� •--� _ .•,-�., ,...�..._,e,,y,� }�..,r...,��.t.}`�.�&.,,z� ��- _ �v„�� ..'�«."'wC...w.. Qom.¢!'� TF: SS r• y D ?ar s; * r f 3 J DISPOSAL S Y EN1 PROFILE 45 Oji ABSORPTIM BED. PLAN A 08S, HOLE FERC. HOLE FERC R AT E TE'ST DAT& „'Ml�l�l,�. Wo Top orc Soe, � PERC TEST Sots.. 64TUZTWD I51` L), i -- wart �: to to I f c`� S ` rt*41 . ,.r f � �/tklorp � I �- ► �G'.�� Il 1. t Z1' NASG IU t 1 Terk. �► s 41 q�p � r QC "rr LCAT IWe . � ♦ ' �" � - , Ile Id.- lot Se ..,...,...,.•gyp,._-_+•e', � //�/�i f� ,. + � `� '( ABSORPTION j:T t + z F riT a •• ,. e � t Aj al'�: '�'� ... ;r, � ,,•"�r qty 1 ♦ t � r( _ , t_. . jj ��,+++�w.a..ai:.,itw..,.�.-; a� t•}$I�' +. DISPOSAL -SYSTE -451 ` e "�+ ` r +.,r.•+.w �"_•r+•.- _ •' � _f ` - i''� � 1i.. .•r .� n, p' •'h ( -3 p Y..♦� y r ABSORPi1 iON 1 ED- PLAN � � f oss<HOLE " PlEfK HOE - PERC AATE �T�St :DATE aA.lf 0 ` Wo Tot- otz &;ib /^�, San.- yTp1 Gi J .15M11J, t ;i l.��v"wL�r ��✓ s 4 /, 0/ 1 tp ue � � �.� cps ,�8 I>(v- -7 -5- 7 A-WE wig �san�a,✓ r,.,aav��ia ..,�a.�s6/ �ra�:� /:�/ -�a J�� ,(�-��� - .rs���c_� 0/ /l/, X,,4Avt'" .So,'I �tia.luo.f//vr' �J,1 Jt_ b✓�/�rC.fsV�� '/�v+'ir�c,�/.. �� n / I `r/.`f�cs�- - ��K�y ,Qvr(��- �!-/� ,✓ems /9s /�cr' ec�;.�etN,r �-e�ves�: fc f s ire. wow a;:r Y�j Cow 10016 i C, L S �_rr�v '4z sY gets a 7 =oz Z�L J r '7- � %' ,� �s� pan{ `� � s F�`► sr��"" Sfaff /0 -/ 7 i8 y, �„; � Pc�•r, �aK� i' Vo �j ?-Con, /I- /7fAvtfr .t 6C�ae f�tawl��47�sv�t -/uateSu✓�. eyjc�.'; i (2- 6 M-GilFi-; T2 2 C) ICs�- /ate 1 �y`IFfi►^ SrJ7'�w. ! ;71�'�l'- 3 S@xsoo Porc4D' �2 /v ;�•Z 6 �a,•V,6 8 aa -17 i t �¢ 8r 9�S.•o� 9 "�j ��-rae Noss -Z p - of 9A-y,? -2f�pl 17 0/-9 wig .-�(san�a„/ r„►aav��•a ,,��s6/ �rar� / -�a �n�' ,(mv i l SI? nj 0/4