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Home My WebLink AboutMiscellaneous - 1615 OSGOOD STREET 4/30/2018 (3) 1615 OSGOOD STREET 210/034.0-0044-0000.0 TOWN OF NORTH ANDOVER gGRTh , Office of COMMUNITY DEVELOPMENT AND SERVICES o ;�'� HEALTH DEPARTMENT Wd 400 OSGOOD STREET " +' NORTH ANDOVER, MASSACHUSETTS 01845 ��Ss;;C«„5 t� Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: /� /S�D�S9��Y CJT ` MAP LOT: 5' �i I INSTALLER: y l� DESIGNER: ��( p3�,.•� ,,._�., PLAN DATE: BOH APPROVAL DATE N PLAN: DATE OF BED BOTTOM INSPECTION: 10-/// DATE OF FINAL CONSTRUCTION INSPECTION: 2-S f� DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE . GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK = I-50b LOADING OF SEPTIC TANK = GALLON PUMP CHAMBER = .__--_. LOADING OF PUMP CHAMBER = TYPE OF SAS = DIMENSIONS AND DETAILS OF SAS: 1 �>>e SITE CONDITIONS �� r '-4- Existing 4Existing septic tank properly abandoned / Internal plumbing all to one building sewer G Topography not appreciably altered Comments: Page 1 of 4 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES a--•'`I' ' °oZ. 0. A HEALTH DEPARTMENT 400 OSGOOD STREET " «' NORTH ANDOVER, MASSACHUSETTS 01845CMUSe{`' Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX SEPTIC TANK Bottom of tank hole has 6" stone base Weep hole plugged p,,dgallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, under access port ❑ Outlet tee (gas baffle or effluent filter) installed, under access port ❑ inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 piece) ❑ Inlet tee installed, under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs ❑ Hydraulic cement around inlet & outlet Comments: Page 2 of 4 TOWN OF NORTH ANDOVER N°RTN Office of COMMUNITY DEVELOPMENT AND SERVICES �,,Go HEALTH DEPARTMENT 400 OSGOOD STREET ► , . . +" NORTH ANDOVER, MASSACHUSETTS 01845 �'ss"„CN„g s� 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 (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravelless 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: 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: Page 3 of 4 TOWN OF NORTH ANDOVER ct NCRTH Office of COMMUNITY DEVELOPMENT AND SERVICES o?•'y� � '�O°� HEALTH DEPARTMENT t - 40Q OSGOOD STREET F+� O* tit tt� 4 NORTH ANDOVER, MASSACHUSETTS 01845CH„g�`y Susan Y. Sawyer,REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX 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: SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN ELEV @ TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN D-Box OUT Manifold 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 Page 4 of 4 41 LU $2 . 440 09/08/2005 Mailed From01845 —C> A) j� Cs i� S Town of North Andover Zoning Board of Appeals 1 400 Osgood Street North Andover, Massachusetts ` 01845 George A. Stella, Esq. 160 Common Street Lawrence, Massachusetts C3 01840 All iF =�.