HomeMy WebLinkAboutMiscellaneous - 15 SAW MILL ROAD 4/30/2018 15 SAW MILL ROAD
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' TOWN OF NORTH ANDOVER, MASSACHUSETTS
OFFICE OF
CONSERVATION COMMISSION
NORTH
f q
TELEPHONE 683-7105
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s� CNst�Ms�a,• .. S AU �
PURSUANT TO THE AUTHORITY OF THE WETLANDS PROTECTION ACT,
Y ,.y
MASSACHUSETTS GENERAL LAWS CHAPTER 131, SECTION 40, AS AMENDED, AND
THE TOWN OF NORTH ANDOVER'S WETLAND PROTECTION BYLAW, THE NORTH ANDOVER
CONSERVATION COMMISSION WILL HOLD A PUBLIC HEARING ON Se=temhpr 24, 19A6
AT 8:00 P.M. AT THE .TOWN BUILDING SELECTMEN'S MEETING ROOM, 120 MAIN STREET,
NORTH ANDOVER, MA ON THE NOTICE OF INTENT OF The Town Of Nnrth .Andnvpr - nppf- of &ublRil
or s
TO ALTER LAND Aj Cross Country, Kieran Road to Sandra T.ane FOR PURPOSES OF
extending a sewer main.
'• ; PLANS ARE AVAILABLE AT THE CONSERVATION COMMISSION OFFICE, TOWN BUILDING,
120 MAIN STREET, NORTH ANDOVER, MA ON WEEKDAYS, FROM 8:30 to 4:3.0 P.M. AND BY
APPOINTMENT.
,sr BY: GUILLERMO J. VICENS
CHAIRMAN, NACC
RUN ONCE IN THE Lawrence-Eagle Tribune ON September 20, 1986
cc: P
NING BOARD
OF HEALTH
PUBLIC WORKS
HIGHWAY DEPT.
APPLICANT
ENGINEER
DEQE
FIRE CHIEF
'd
J
lOT SGS COV)S)TrvC'r
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A �Ideqk� 6yr) of - - we")
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SOIL PROFILE & PERCOLATION TEST DATA
North Andover, Mass. Street No �I'�7 ��� o Lot No Q
Loc/Subdiv. Pland Owner
Investigator �j17� 4V Observer
SOIL PROFILE DATES
l Alev 2.El ev 3.Elev 4.Elev
2
0 0 0 0
1
Tres p a Test
T4 5
2 2 � 2 2
34 3 3 3
4 C LAY 4 C 4 4
5 5 5 5 `k' t�
M L-w
4
6 6 6 6 Filt
i
7 7 7 7 4-1
8 8 8 8
9 9 9 9 T$
la 10 10 to
Benchmark Location
Elevation Datum
PERCOj ATION TESTS
DATES l kMe3 -716103
Pit Number 1 2 3 4
Start Saturation !:�C
Soak-Minutes
Start e `s i '
Drop of 3"-Time V-4r:
Drop of 6"-Time
M622.1st 3" drop
Mins.2nd " DropZ3 2�
Percolation
Board of Health
Naz'�.}: '.ndotieTy?Sa9s .
• SUBSU FACE DISPOSAL DESIGN CHECK LIST Est 4�
r y
-LOT ` 2�
APPRCNID IIATB" DISAPPRoM DATE
Reasons:
Provided:
S Ul
3 �i M
Title V FAIL CE
Reg 2.5 The submitted plan must show as a rani'=:
the lot to be served-area,dimensions lot i ,abutters
location and log deep observation hoies-di-stance to ties
location and results percolation tests-distance to ties
_ design calculations & calculations showing required leaching area
0g) di
location and dimensions of system-including reserve area
existing and proposed contours
location any vat areas within 100' of se�cage disposal system or
sclaimer-check wetlands napping
` ) surface and subsurface drains vit.hin 100' of sewage disposal
system or di scla mSr
i) location any drainage easements uithin 100' of sevsge disposal
system or disclair—er-Planning Board files
(j) kno= sources of -,.ater simply vi.tbim 2001 of se�--ge disposal e _
system or disclaimer
----- ( tem or d �proposed vrel _to serve lot-10-1 from leaching facili'
location of water ]i-nes on property-101 from leaching facili
m location of benchmark
drive-ways
o 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
CtLer elevations
a j_=m ground mater elevation in area se-►,age disposal system
s) plan must be prepared by a Professional Rng3neer or other
professional authorized by l.aw to prepare' such plans
Reg 6. Septic Tanks
*a) capacities-150, of flow, -water table, tees, depth of tees,
access, pining
(b) cl can out -_, iool
c) l0i from cellar wall or ingroun s =�-ng P
(d) 251 from subsurface drains
Reg 10.2 Distribution Faxes
a) s ope greater than 0.08
Reg 10.4 ( b) stiff