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Commonwealth of Nlassachosetts 107.A-0144
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Board Of Health
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TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
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HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01.845
Susan Y. Sawyer,REHS/RS 978.688.9540-Phone
Public Health Director 978.688.9542-FAX
healtlidel)t@townofnortliaiidover.com
www.townoffiordiandover.corn
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 1 12 P
LOCATION: 2 0 On, A-"I d
LICENSED INSTALLER NAME: Lq-, ef e-,
PLEASE PRINT
SIGNATURE:,z� e'e-l'a TELEPHONE#
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CHECK ONE:
FULL SYSTEM REPAIR:
COMPONENT REPAIR (indicate what parts):
NEW CONSTRUCTION:
If NEW CONSTRUCTION, please attach the Foundation As-Built Plan.
$250.00 Fee Attached? Yes No
Project Manager Obligation From Attached? Yes No
Foundation As-Built? Yes No
Floor Plans? Yes No
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Approval of Health Agent—/ Date:—,
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TOWN OF NORTH ANDOVER pORTH q
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Office of COMMUNITY DEVELOPMENT AND SERVICES �2 5 at
fo
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01845 "SSACHU5E1
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
SEPTIC SYSTEM CONSTRUCTION NOTES
ADDRESS: 70 —s MAP%7AOT:
INSTALLER:
DESIGNER: ��k� �
PLAN DATE: �n+/� z>
BOH APPROVAL DATE ON PLAN: /-a /
DATE OF BED BOTTOM INSPECTION: - X AZLE> ��� f �'�°�'
DATE OF FINAL CONSTRUCTION INSPECTION: ' `�
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 =
LOADING OF SEPTIC TANK
GALLON PUMP CHAMBER = /
LOADING OF PUMP CHAMBER =
TYPE OF SAS = 7..- -F
DIMENSIONS AND DETAILS OF SAS:
SITE CONDITIONS
Existing septic tank properly abandoned
Internal plumbing all to one building sewer
❑ Topography not appreciably altered
Comments:
Page 1 of 4
TOWN OF NORTH ANDOVER of NoRrH q
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT 0 '.. . 0
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01845 ACHU5�S�9
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
❑ gallon 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 OF NWITH A
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT � p
x
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01845 �pSSgCHUS�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 1/2" 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 f tyOFTry
Office of COMMUNITY DEVELOPMENT AND SERVICES o�o`tit�.o°°°41°m
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01845 �'"SSACH„sE�`y
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
CONTROLPANEL
❑ 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 OP 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
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