HomeMy WebLinkAboutMiscellaneous - 72 PATTON LANE 7/8/1985 TO: NORTH ANDOVER, MASS 19 � <S'
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
0 19 iVlq ;774-0/0 I'Al !� North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in AW plans and specifications dated
S 19-�. - COMMoyy
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T ,rd of Health
LIST
TOSA DESIGN CH► ►l:
1 K\
LOT
Provided: 01 Reasons a
IA/p` t r A
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Title V Fes. OK
Reg 2.5 The submitted plan must show as a ndxtimum:
the lot to be served-areas,dim sions lot #,abutters
b location and log deep observation hoies-distance to ties
c location and results percolation tests-distance to ties
d design calculations do calculations showing d leaching area
(e location and dimensions of system-including reserve area
f existing and proposed contours
(g) location any wet areas within 1001 of sewage disposal system or
disclaimer-check wetlands mapping
(h) surface and subsurface drains vitlAn 1001 of sewage disposal
system or disclaimer
(i) location drainage easements n Y of sewage disposal
_. ffysteffa--or disclaimer-Planning Board-files
( )
known so es of tee^ l .t 2001 of s ge disposal _
system or disclaimer
plc) location of any, proposed wll to serve lot-1000 from leaching facilit;
(l) location of water lines on property-10" from leaching ,facility
(m)' 3#cation,of 'benchmark
(n) &
(o garbage disposals
(p no,PVC to be used in construction
(q)
profile of stem-el ovations of basements plumb, pipe, septic tank.,
distribution box inlets ,and outlets, dis bution field piping d
b er elevations <
(r) m und' ter 'elevation in sewage disposal system
(s) plaza must be prepared bar a Professional Engineer or other
pro'fessional aut prized by law to prepare such plans
Reg 6 S tic Tanks
(a) spac;,t.� e � D of ,flow., ,water table, t es, depth of tees,
access, pwpin ,
(b) cl out
(c) lot from cellar i , 1 or ingroii ad sudm dng pool
(d) 251 from sub face drains
Reg 10.2 Distribution Braes
(a,) -$I cpe gr t 0.C8
ta
M bing pity are pniferred h e installation is .b
tog 11.2 ) cal mlations of leacldng area- tm !W Wj ft
1. b) spacing °
11 JO � ) surface drainage 2
, d) covey material
2ox2xx4l' splash pad
no bonds
Lead Holds
;
t x.5.1 41 no N - 20 .t /Inch
b f
15.4 0 construction of field
15.8 d,) surface drainage, 2
) 201 from collar van or
Leachin Wenches
tog U.1 Ai O . 5N) eq ft
4.3 b spacing-4 ft, min 6 .rt vita reserve betmeen
1111.4 c d° one
3.4.6 da constmetion
14o e stone
1 . o i surface draLwge 2
Downhill
1
p � b spa
b) y/x (to be shown)
keg 9.1 a) approval
9.6 b) stand-by power