HomeMy WebLinkAboutMiscellaneous - 20 EASY STREET 4/30/2018 20EASY STREET
210/038.0-0164-0000.0
Claim # 2422196
Advantage Claim Services Adjuster Assigned: Glenn Guarente
2100 Lakeview Ave.
Dracut, MA 01826
Form of Notice of Casualty Loss to Building
Under Mass. Gen. Laws, Ch. 139, Sec. 3B
To: Building Commissioner dam Board of Health or
Inspector of Buildings Board of Selectmen
Town Hall Town Hall
North Andover, MA 01845 North Andover, MA 01845
Re: insured: J William Hnarciak
Property address: 20 Easy Street
North Andover, MA 01845
Policy #: 2422196
Loss of: 2011/08/28
File or Claim No. AD 9544
Claim has been made involving loss, damage or destruction of the above
captioned property, which may either exceed $1, 000.00 or cause
Mass._Gen._Laws,_Chapter_143,_Section_6 to be applicable. If any
notice under Mass_Gen_Laws,_Ch._139_Sec._3B is appropriate please
direct it to the attention of the writer and include a reference to the
captioned insured, location, policy number, date of loss and claim or
file number.
c.
Glenn Guarente
Title: Adjuster
F On this date, I caused copies of this notice to be sent to the persons
named at the addresses indicated above by first class mail.
08-29-11
Signature and date
/add ress 2 b it�Y ST Title of File
Page 9 of
Date File Open: Date fie closed:
Doc Document/Action Title Date of Refer to ather Purpose of Document/Action and notes T
action Document/ document/
Num. Action Department
Board of Appeals — Board of Health — Planning Board — Conservation Commission— Building Department
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F
Beard of He.,,1th
Ncrth
s EUDSITAFb.CE DIrtPOSAL DESIM CF:zv:1K LISP
LOT
APPROVED DATE_ VISLPYROVED DATE$
Provided: Reasons:
131 A
Titl V FAIL --�R
Reg 2.5 j
ubmitted plan must show as a minimum: -
e lot to be sarvad-area,dizneusions to ,abutters
t I
cation and log deep observation hoes-distance to ties
4 cation and results percolation tests-distance to ties
sign calculations & calculations showing required leaching area
cation and dimensions of system-including reserve area
isting and proposed contours
cation any vat areas t .thist loot of sewage disposal system or
t disclaimer-check wetlands upping
#� (h surface and subsurface drains within I001 of sewage disposal
system or disclaimer
location any drainage easements within 1001 of setmge disposal
system or disclaimer-Plaviing Board files
( ) known sources of eater supply witIIAm 2001 of stege disposal
system or disclaimer
location of W proposed well to serve lot-1001 from leaching facility)
location of water lines on property-101 from leaching facility
cation of benchmark
driveways
garbage disposals
no PVC to be used in construction
q) profile of system-elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
Other elevations
r) maximum ground water elevation in area sewage disposal system
(s) plan must be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
+ Reg 6 /,-Spptic Tanks
(a capac t es- 50% of flow, water table, tees, depth of tees,
ccess, pumping
' 1 eanout
101 from cellar gall or inground swimming pool
d) 251 from subsurface drains
Reg 10.2 stribution Boxes
s pe greater 0.08
Reg 10.41 b) sump
1
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r
r AS BUILT
LOT # 4
s EASY STREET
NORTH ANDOVER, MA.
SCALE 1" = 40'
NOV. 28, 1986
TOP FOUNDATION FRONT 74.25
TOP FOUNDATION REAR 70.20
!t OUTLET FND. 69.02
INLET TANK 67.15
INLET OUT 67.04
D-BOX IN 65.00
D-BOX OUT 64.85
�y , r END OF PIPE 64.59
BED BOTTOM 63.09*-
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