HomeMy WebLinkAboutCertificate of Compliance - 285 REA STREET 1/16/2014 e
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division.
CERTIFICATE
COMPLIANCE
As of: 1/16/14
This is to certify that the individual subsurface disposal system received a
SATISFACTORY INSPECTION of the:
Construction Complete Repair and
On-Site Sewage Disposal System
By-, Todd Bateson
At:
285 Rea Street
Map 38 Lot 118
A.f North Andover, MA 01845
The Issuanee of this certificate shall not be construed as a guarantee that the system will function satisfactorily.
Sus' Sawyer
/Publie Health Aden
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Nd N-16-2014 07:50 FROM:BATESON ENTERPRISES 9784755451 TO:9786888476 P.1/1
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PUALIC HEALTH DEPARTMENT
(omm+uniiy Development Divislon
TOWN O.P NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM_INSTAI.,LATION CERT11'+')ICATrON
The undersigned ercby certify that the Sewage isposal S atem�j
� ' constructed;( )repaired;
By:_. U / JJJ��V» �X /�A•
h tint amo) --~
Located stt• �Ua ���
(Installation Address)
Was installed Inconformance with the North Andovcr Board ufHCalth approved plan,originally dated
3�! and last revised on �e) f'
with a design flow of
gallons per day. The malcrials aced 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 S and local
regulations,and the final grading agrees substantially with the approved plan.All 1 ork is accurately represented on
the As-built which has been submitwd to the Board of Henith.
BottoM of Bed Inspection pate_
Englnee Rep a ti U atw•e)
And—Print Name t/4 G ►��/�]
Final Construction Inspection Date: / Om - -V
�6G�° n /)��►/��yM� F:ngin rR r ignnlure)
And—Print time
Installer: (Siggature) Date.,
And•-print Namo
Englnerl DUl¢:
(Sl�natnre) 1
J
And—print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688,8476 Web hitp://www.townofnarthondover.com
Received Time Jan. 16, 2014 7: 16PM No, 0371
• a
North Andover Health Department
Community Development Division
ONSITE WASTEWATER Y T M CONSTRUCTION NOTE
LOCATION INFORMATION
ADDRESS: 285 Rea St. MAP: 038.0 LOT: 0118
INSTALLER: Todd Bateson
DESIGNER: Sullivan Engineering
PLAN DATE: 9/23/13 (Rev. 10/15/13)
BOH APPROVAL DATE ON PLAN: 10/17/13
INSPECTIONS
TANK INSPECTION: 11/12/13
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION: 11/15/13
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
N/A 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
X Cleanouts per plan
X Bottom of tank hole has 6" stone base
X Weep hole plugged
X 1500 gallon tank has been installed
H-10 loading
X Monolithic tank construction
❑ Water tightness of tank has been achieved by
visual testing
® Inlet tee installed, centered under access port
F71 Outlet tee installed, centered under access port
(gas baffle)
® 24" inch cover to within 6" of finish grade
installed over inlet and outlet
X Hydraulic cement around inlet & outlet
Comments: 10' from house
DISTRIBUTION-BOX
® Installed on stable stone base
® H-20 D-Box
N/A 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 (General)
X Bottom of SAS excavated down to C soil layer,
as provided on plan
X Size of SAS excavated as per plan
X Title 5 sand installed, if specified on plan
® 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: 10' front house 14.3x12 left side 24.3x18.4 right side / plus over dig
SOIL ABSORPTION SYSTEM (Gravel-less Chambers)
® Brand and Model of Chamber: Standard Quick
4 Low Profile Infiltrator Chambers
® Number of chambers per row: 10
® Number of rows (trenches): 5
Comments: Total Chambers = 50
FINAL GRADE
dLoamed
[[Y Seeded
Cover per plan
Comments:
DOCUMENTS NEEDED
Certification of Installation Form submitted
By engineer and signed and dated by
ngineer and installer
As-Built Plan
BM = 103.14
HR = 6.86
HI = 110.00
SYSTEM ELEVATIONS
ROD AS-BLT INVERT DESIGN INVERT
ELEVATION ELEV ELEV
Benchmark
Building Sewer OUT 7.16 102.49 102.58
Septic Tank IN 7.33 102.32 102.38
Septic Tank OUT 7.66 101.99 102.13
Distribution Box IN 8.93 100.72 100.61
Distribution Box OUT 9.10 100.55 100.44
Lateral-1 TOP 9.28
Lateral 1 INVERT 100.37 100.38
Lateral 2 TOP 9.27
Lateral 2 INVERT 100.38 100.38
Lateral 3 TOP 9.28
Lateral 3 INVERT 100.37 100.38
Lateral 4 TOP 9.27
Lateral 4 INVERT 100.38 100.38
Lateral 5 TOP 9.28
Lateral 5 INVERT 100.37 100.38
Top of Chamber
Bottom of Bed/Chamberl 9.88 100.12 100.10
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 Banl, 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).
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