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HomeMy WebLinkAboutMiscellaneous - 136 RALEIGH TAVERN LANE 11/13/2009 TOWN OF NORTH ANDOVER %1ORT11 Office 01'COMMUNITY DEVELOPMENT AND SERVICES 0 HEALTH DEPARTMENT 1.600 OSGOOD STREET;Building 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer,REIIS/RS 978.688.9540—Phone Public Health Director 978,688.8476—FAX ON IT WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION 1 ADDRESS: A LOT:gyp /x INSTALLER 4�" " 2,'� ...... ... ........ DESIGNER: '. ..... . ..... PLAN DATE: BOH APPROVAL DATE,, N PLAN: '0 A INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1500 gallon tank has been installed H-10 loading Monolithic construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, centered under access port ❑ Outlet tee (gas baffle or effluent filter) installed, centered under access port ❑ 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present F-1 Hydraulic cement around inlet & outlet Wastewater System Documentation—Feb 2006 Page 1 of 6 TOWN OF NORTH ANDOVER NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES O HEALTH DEPARTMENT 1600 OSGOOD STREET;Building 2-36 NORTH ANDOVER,MASSACHUSETTS 01845 ��SSA—Use-k 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 TOWN OF NORTH ANDOVER NORTH , Office of COMMUNITY DEVELOPMENT[VIENT AND SERVICES "qL q HEALTH DEPARTMENT 1600 OSGOOD STREET; Building 2-36 �n y NORTH:ANDOVER, MASSACHUSETTS 01845 ��Vs„� „use��� 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 Comments S p eed levelers provided ,not re uired k . 0 a. .... . _ � 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 ❑ 3/4-11/2” 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: Wastewater System Documentation—Feb 2006 Page 3 of 6