HomeMy WebLinkAboutCertificate of Compliance - 531 FOREST STREET 4/28/2011 •
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
� o(F COMPL IA
As of:
Apfif 2 2411
This is to certify that the in"t uaf subsurface duposa(system received a
SATISTACTORTINS(EC I-OMof thee:
Complete &pair and'Construction of an
On Site Sewage osal System
By
james 'w-ffett
531 (Forest Street
210/106.B-0044-0000.0
9Yap-106.B^,Parcel--0044
North Andoven MA 01845
Trx Issua tftis certftate rot 6e construed as a guarantee that the system will function satisfactorily.
4'uBCu ilea nt Oketar
rc Ifearth oirector
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 918.688.9540 Fax 918.688:8416 Web www.townofnorthandover.com
III Chime, Pamela
From: DelleChiaie, Pamela
Sent: Thursday, April 28, 20114:46 PM
To: 'christian @silvestricorp.com'
Cc: Bill Dufresne (wrdufresne @comcast.net); 'jim.kellettexcavating @comcast.net'; Sawyer, Susan
Subject: COC - Septic- 531 Forest Street, North Andover, MA 01845
Attachments: 20110428162753473
Importance: High
Follow Up Flag: Follow up
Flag Status: Flagged
Re:531 Forest Street North Andover,MA 01845
Owner:
Christian Silvestri
c/o: Silvestri Corporation
i
13-15 Delaware.Drive
Salem,NH 03079
Contact:
603.235.7447-Cell
603.898.0344 -Office
Dear Mr. Silvestri,
Attached is the Certificate of Compliance for the septic system at 531 Forest Street,North Andover,MA Please
call the office on Friday if you have any further questions.
Pamela DefleCimi:a am
Departmental Assistant I Community Development I Health Department
Town of Nardi Andover
1600 Osgood Street I Bldg 20 i Suite 2-36
North Andover,MA o1845
Office-978-688-9540
C9 Fax-978-688-8476
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TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTII+ICATION
The undersigned hereby certify that the Sewage Disposal System(.✓constructed;( )repaired;
By: ��� L�..t ---— --- —
(Print Name)
Located at: ��_ U
(installation Address)
Was installed in conformance with the North Andover Board of Health approved plan,originally dated
and last revised on �_— _>with a design flow of
j gallons per day. The materials used 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 5 and local
regulations,and the final grading agrees substantially with the approved plan.All work is accurately represented on
the As-built which has been submitted to the Board of Health.
Bottom of Bed Inspection Date: 4-7- 11 - ---- _.
_ Engineer Represent tive(Signature)
LL- L(v 1 ' k)6
And—Print Name
l G .
Final Construction Inspection Date: — ( 4
Engineer Representative(Signature)
And—Print Name
Installer: _°� ,, (Signature) Date;
.... °.
., c„1
y
And—Print Name
Enginer: Vl'dold d Al ! OC. (Signature) Date: 00
And—Print Name
1 600 Osgood Street, North Andover, Massa ch u setts 01845
Phone 978.688.9 540 Fax w tt 4 Web http,//,Arww.townofiiorth iiidover.com
a
North Andover Health Department
Community Development Division
ONSITE WASTEWATER SYSTEM T I NOTES
LOCATION INFQ-RMATION
ADDRESS: 531 Forest St. MAP: 106 B LOT: 44
INSTALLER: Jim Kellett
DESIGNER: Merrimack, Vladimir Nemchenok
PLAN DATE: 1-18-11
BOH APPROVAL DATE ON PLAN: 3-22-11
INSPECTIONS
TANK INSPECTION: 41 )
DATE OF BED BOTTOM INSPECTION. I
DATE OF FINAL CONSTRUCTION INSPECTI N: 4/14/11
1
DATE OF FINAL GRADE INSPECTION: L 6� 1
SITE CONDITIONS
® Contractor reports any changes to design plan
Yes, cleanout and bead added to waste pipe
® 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
Cleanouts per plan
Bottom of tank hole has 6" stone base
® Weep hole plugged
® 1500 gallon tank has been installed
H-10 loading
® Monolithic tank construction
❑ Water tightness of tank has been achieved by
testing
LLN Inlet tee installed, centered under access port
® Outlet tee installed, centered under access pork
(gas baffle/effluent filter)
❑ inch cover to within 6" of final grade
installed over one access port
® Hydraulic cement around inlet & outlet
Comments: Only minirnal water in tank, reed to recheck water-tightness
PUMP CHAMBER
❑ Bottom of tank hole has 6" stone base
® Weep hole plugged
® 1000 gallon Pump Chamber installed
® H-10 loading
® Monolithic tank construction
® Inlet tee installed, centered under access pork
® Pump(s) installed on stable base
® Alarm float working
® Pump On/Off floats working
® Separate on/off floats
® Drain hole in pressure line
❑ cover at final grade installed over pump
access port
® Water tightness of tank has been achieved by
visual testing
® Hydraulic cement around inlet & outlet
Comments: Pump chamber had approx. close to half full of water
CONT OL PAN L
® Alarm & Pump are on separate circuits
® Alarm sounds when float is tripped
® Location of control panel: crawl space under
stairs inside
® Alarm signal located inside: crawl space under
stairs inside
Comments:
DISTRIBUTION-BOX
® Installed on stable stone base
® H-20 D-Box
❑ Inlet tee (if pumped or }0.08'/foot)
® Hydraulic cement around inlet & outlets
® Observed even distribution
❑ Speed levelers provided (not required)
Comments: _Pox had inlet baffle wall; this wall's purpose is to diffuse the
velocity as the wastewater enters, but it would not allow the inlet pipe to
cornpletOy drain. I advised the instaHer to dhH two 'I" or " Wes in flie baffle so
the llqur d would drain into the leaching pipes and not remain trapped behind the
baffle wall.
AIL ABSORPTION T (General)
Bottom of SAS excavated down to C soil layer,
as provided on plan
® Size of SAS excavated as per plan
® Title 5 sand installed, if specified on plan
❑ 40 Mil HIDPE barrier installed
® Laterals installed and ends connected to
header (and vented if impervious material 1
above)
® Elevations of laterals and chambers installed as on
approved plan
❑ Retaining wall (boulder/ concrete /timber/ block)
❑ Final cover as per plan
Comments: As there was no barrier proposed, speciai attention reeds to be paid
to°final grading to ins re breakout has bee met.
SOIL ABSORPTION SYSTEM (Gravel-less Chambers)
Brand and Model of Chamber: LP Quick 4
Infiltrator Chambers
® Number of chambers per row: 8
® Number of rows (trenches): 5
Comments: Total Chambers ® 40
SYSTEM ELEVATIONS
AS-BLT INVERT DESIGN INVERT
ELEV ELEV
Septic Tank IN 94.54 94.25
Septic Tank OUT 94.28 94.00
Pump Chamber IN 94.26 93.95
Pump Chamber OUT n/a pressure n/a pressure
Distribution Box IN 97.73 97.70
Distribution Box OUT 97.57 97.53
Lateral 1 INVERT 97.48 97.48
Lateral 2 INVERT 97.48 97.48
Lateral 3 INVERT 97.49 97.48
Lateral 4 INVERT 97.49 97.48
Lateral 5 INVERT 97.48 97.48
l actually found a couple of errors mm the as-built check list and will send you m new one soon.
As for the last one submitted, 5.31 Forest. | know you did not have this prior so | will not hold you to it. Except for one
thing | ano concerned of. The break out.
Would you please send me an err-tail with the staternent including the confirmation that the breakout has been met for �
53I Forest?The current one, on your as-built only regards the components. VVe thought about requiring an actual final
grade for the as-built, but rather than the extra experiseto the horneowner decided that a staternerit would suffice.
You can probably guess that an old problern between a homeowner, engineer and installer, regarding break out,
influenced this decision.
Thank you. | will @o ahead and prepare the CO[anticipating your emai|.
Susan
From: DeUeChiaie/ Pamela
Sent: Wednesday, April 27. ZO119:58AM
To: Bill Dufresne ( \; Osmood/ Benjamin C.
Cc: Sawyer, Susan; Grant, Michele
Subject: Septic' AS BUILT CHECKLIST |
Hello, �
Susan asked oe to send �� ��1�����c��t�De�������D� ��������1
you new, - ----- �
plans to the Health Department, Please call i{any question. Thank yon.
PanmcUm Delle('Ibiaie
Departmental Assistant|Community Development | Health Department
Town of North Andover
16no Osgood Street Ua0Q ao |Suite 2'36
xmrtbAndover,m«Aozo45
2 Office-qyo'688'9s4o
0=1 Fax-9ro'688'8476
21 8m«i\'
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Please note 11he Massachusetts Secretary of State's office has deterrnined that rnost ernails to and frorn rnunicipal offices and officials are public records.p"rmum
infonnnnonp|emse refer to:
Please consider the onwmnmom before printing this emaU.
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