HomeMy WebLinkAboutCertificate of Compliance - 730 WINTER STREET 7/8/2014 e °
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PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
CERTIFICATE OF
COMPLIANCE
As ® 7/8/2014
This is to certify that the individual subsurface disposal system received a
SATISFACTORY INSPECTION of the:
Complete Repair and Constructl*on of an
On-Sifte Sewage Disposal System
By: Chad Jablonski
Ate
730 Winter Street
Map 104.A Lot 0089
North Andover, MA 01845
The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily.
Curt Bellavance
Director, Community Development
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
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M 1,
North Andover Health Department
Community Development Division
QNSITE WASTEWATER Y T M CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 730 Winter St. MAP: 104A LOT: 89
INSTALLER: Chad Jablonski
DESIGNER: Atlantic Engineering & Survey Consultants
PLAN DATE: 3/6/12
BOH APPROVAL DATE ON PLAN: 4/2/12
INSPECTIONS
TANK INSPECTION: 4/24/14
DATE OF BED BOTTOM INSPECTION:4/24/14
DATE OF FINAL CONSTRUCTION INSPECTION: 4/24/14
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
® Contractor reports any changes to design plan
® Existing septic tank properly abandoned
® Internal plumbing all to one building sewer
® Topography not appreciably altered
Comments: Contractor will check with designer about not having inspection port
go down to the water table.
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-20 loading
® Monolithic tank construction
® Water tightness of tank has been achieved by
visual testing
Z Inlet tee installed, centered under access port
® Outlet tee installed, centered under access port
(gas baffle)
® 24" inch cover to within 6" of finish grade
installed over one access port
® Neoprene boots
Comments:
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
N/A Observed even distribution
N/A Speed levelers provided (not required)
® Schedule 40 PVC Pipe
Comments: Only one outlet from D-box because Presby system.
SOIL ABSORPTION SYSTEM (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
N/A 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:
SOIL ABSORPTION SYSTEM (Presby)
® Presby Enviro-Septic
® 40 Linear Feet/row
® Number of rows (trenches): 5
FINAL GRADE
Loamed
Seeded
Cover per plan
Comments:
DOCUMENTS NEEDED
Certification of Installation Form submitted
By engineer and signed and dated by
Engineer and installer
As-Built Plan
BM = 140.97
HR = 2.01
HI = 142.98
SYSTEM ELEVATIONS
ROD AS-BLT INVERT DESIGN INVERT
ELEVATION ELEV ELEV
Benchmark
Building Sewer OUT 3.64 138.99 138.77
Septic Tank IN 4.14 138.49 138.39
Septic Tank OUT 4.32 138.31 138.14
Distribution Box IN 4.48 138.15 138.04
Distribution Box OUT 4.69 137.94 137.87
Presby Pipe 1 TOP 4.77 138.21 138.12
Lateral 1 INVERT 137.79 137.70
Presby Pipe 2 TOP 4.77 138.21
Lateral 2 INVERT 137.79 137.70
Presby Pipe 3 TOP 4.77 138.21
Lateral 3 INVERT 137.79 137.70
Presby Pipe 4 TOP 4.77 138.21
Lateral 4 INVERT 137.79 137.70
Presby Pipe 5 TOP 4.77 138.21
Lateral 5 INVERT 137.79 137.70
Top of Presby 138.21 138.12
Bottom of Bed/Presby 137.21 137.12
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 Bank 50 56
® 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
Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02).
3 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
Commonwealth of Massachusetts
t
City/Town of
- Certificate of Compliance
0 N
I'
Form 3 PtiV1116 rliUiJ�J Ir d
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
This is to Certify that the following work on an On-Site Sewage Disposal System
Important:
When filling out ❑ Construction of a new system
forms on the ® Repair or replacement of an existing system
computer,use Repair or replacement of an existing system component
only the tab key
to move your
cursor-do not Has been done in accordance with Title 5 and the Disposal System Construction Permit(DSCP):
use the return
key.
DSCP Number DSCP Date
AMY BRENNAN _
Facility Owner
730 WINTER STREET
Street Address or Lot#
NORTH ANDOVER MA 01845 _
Cityrrown State Zip Code
Designer Information:
GEORGE Z BOURAS ATLANTIC ENGINEERING INC.
Name Name of Company _
®� 6/10/2014
Signatyr a Date
InstM er Informat'
Chad Ja n I _ J
Name Name of Company
- 6/10/2014
Signature Date
Use of this /steisonditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as
designed.
Approving Authority
Signature Date
t5form3.doc^06/03 Certificate of Compliance•Page 1 of 1
Commonwealth of Massachusetts I,'ity/Town Of
i i li "JUN oa ��1°,
Form 3 �°���W4 OF N0R,T1l/311)()VER
V iG:.AL"I`I Ii.DEPI� R P ME1',,J
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
This is to Certify that the following work on an On-Site Sewage Disposal System
Important:
When filling out ❑ Construction of a new system
forms on the ® Repair or replacement of an existing system
computer,use ❑ Repair or replacement of an existing system component
only the tab key
to move your
cursor-do not Has been done in accordance with Title 5 and the Disposal System Construction Permit(DSCP):
use the return
key.
DSCP Number DSCP Date
VQ AMY BRENNAN
Facility Owner
730 WINTER STREET
Street Address or Lot#
NORTH ANDOVER MA 01845
City/Town State Zip Code
Designer Information:
6
GEORGE Z BOURAS ATLANTIC ENGINEERING INC.
Name Name of Company
6/10/2014
Signat re Date
Inst `Iler Information:
Name Name of Company
Signature Date
Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as
designed.
Approving Authority
Signature Date
t5form3.doc-06/03 Certificate of Compliance•Page 1 of 1
Town of over® Septic System CHECKLIST
1) .,`All changes to the design plan have been reflected on the as-built
2) _zLIs of suitable scale; (one inch =40 feet or fewer for plot plans and one inch = 20 or fewer for details of system
components)
3) -Lot number,Street Name,Assessors Map and Parcel Number
4) Lot Lines and Location of Dwellings served by the system
5) °''Locations,Elevations and Dimensions of system,including,,re�Cive (if applicable)
6) Ties to dwelling or Permanent Structure &Wells
a. From Septic Tank&Distribution (D) Box
b. From Leach Area
7) " Ties to Lot Lines from leach area
8) Locations of Deep Holes &Peres
9) of Foundation Elevation
10) Locations of Wells,Drains,Watercourses within 150 feet of system
11) Z"'Location of water,gas,electric lines,cable
12) Location of Structures within 6 Inches of Finished Grade
13) 'Original Stamp&Signature
14) �`Lation and holder of any easements which could impact the system
15) o Impervious Areas;Driveways,etc
16) North Arrow
17) Location &Elevations of Benchmark used
18) STATEMENT ON PLAN (NA 5.3)
a. ) "I certify the locations,elevations, ties, coverrnaterial;etposed component covets etc.,shown on
this as-huilt s1ihs tat tially agree ji7ith the approved plan and have detertrlined that the break out
elevations,ifapplicable,have been rrlef
Sig ture of Designer Date
f1" ..
b / `Ifa STUCTURAL WAIL IS PRESENT W 4.9)a Letter or statement on the as-built indieatin�the
wall- was,or was not constructed in accordance with the intended design and anvmanzrfactarer's
specifications."
Signature of Designer Date
As of:Friday,April 29,2011
EC?EIV>>'n D
Commonwealth of Massachusetts
City/Town of
Certificate of d C � r,al,i 1 t/v["li��x�rl�J:""
Ht.At V U P f tl yew h i s iV l,t t"
Farm3 �� wyNyriNrow , , au
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
This is to Certify that the following work on an On-Site Sewage Disposal System
Important:
When filling out ❑ Construction of a new system
forms on the ® Repair or replacement of an existing system
computer, use ❑ Repair or replacement of an existing system component
only the tab key
to move your
cursor-do not Has been done in accordance with Title 5 and the Disposal System Construction Permit(DSCP):
use the return
key.
-----------------
---- -------
DSCP Number DSCP Date
r� AMY BRENNAN _
Facility Owner
-------------------- ----------
730 WINTER STREET
en�n Street Address or Lot#
NORTH ANDOVER MA 01845
------------------ -------- -------
City/Town State Zip Code
Designer Information:
GEORGE Z BOURAS ATLANTIC ENGINEERING INC.
Name "7 Name of Company
6/10/2014
-------- -- --------- ----- -------- -------
Sigr,) ture Date
In§tller Information:
----------------------- ---- --- --
Name Name of Company
--- --------- ----- -------- -------
Signature Date
Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as
designed.
Approving Authority
Signature Date
t5form3.doc•06/03 Certificate of Compliance•Page 1 of 1
TO: NORTH ANDOVER, MASS .5 19 7r
BOARD OF HEALTH
FROM: DESIGN ENGINEER Re: Soil Absorption Sewage
System Inspection
This is to certify that I have inspected the construction of the said disposal system at
7` 1V'7—,5x? .S T North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in my plans and specifications dated
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