HomeMy WebLinkAboutMiscellaneous - 72 SAW MILL ROAD 11/14/1983 TO: NORTH ANDOVER, MASS ' S 19
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
4 d A 5,/<% lit/ AV/ /�'eJA North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in plans and specifications dated
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11 LA G= 1 W 19 0 a' lV e V� �)s� 011') 7'FS
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'deg. P o ii�e /Re 4nitarian
Pr l T�1�
SOIL PROFILE, & PELCIOLATION TEST DATA
Mcx ►h Andover, Mass. Street No aLot No
. . ,. .
Investigator —V Observer �
SOIL PROFILE DATES
I 'Elev 2.Elev 3.Elev 4.Elev
0 0 0 C 0
Tres Test
2 2 2 lie 2 11 s
3° 3 3 3
4 4
5 5 5 5
6 6 6 6
7 7 7 7 ._
B 8 8 8
9 9
10_.
10 10 "w 10
D_ bm r Wh S` S rcation
Elevation Datum
PER00 _ TON TESTS
DATES 1:1 "
Pit Number �
Start Saturation
1
Drag of 6' -Time oc -t: 01
Ms.lst Sri drop -t-,
;r
,,�ard Of Heal � /
A �w�
LOT
APPRM'ND y� DISC DAB
P'let,
��� �" �
�
Title V FAIL CK
Reg 2.5 d submitted plan must show a s s
the lot to be ss -a jd easi ons r
t ab tter
location d lag deep observation holes dist s to
tie
s
location is percolation testa-distance to ties
design da latAons calculations showing A d leaching
Th
location on and; dimensions one of cyst m-including rases area
existing and proposed contours
g) location any vat areas 14thin, 1001 of sewage disposal stern or
disclaimer-check watlands napping
(h) surface and subsurface drains within t of sewage disposal
system or di.
( locution any drairmge easements vdthin IDDI of selage disposal
system gar° disolaimer-Planning Board files
(J) knoun era of ter° supply within 200t Of swd..g disposal
system or disclaimer
_ s _
1cr a tic c o s (W P 1 .,
"a i t
d�
location of .ter lines on property-101 from Uacbing " lit '
location of benchmark
iveways
bags disposals
no PVC to be used in construction
p s s s ti on oaf basement., pl � pipe septic t l�
atr°ib tin bay inlets and outlets) distribution field piping and
flea elevations
mum ground water elevation in area sewage disposal system
(s) plan mast be prepared by a ;Professional Engineer or other
professional o authorized by law to prepare such- plans
p..sg 6 S ti. s
apac i,t ms l5D of flow. water table, t.s p depth of tees,
access, punping
cleanout
101 from cellar or i g"md s-,d , e g pool
d) 250 from mbsurfaoe drains
Reg ltd. � pistribution Boxes
VV t a) mica s g o ate Uiiii 0-
"Reg 10. ( 1 y
r
J v ►
4
I�
1
lip I
raI 'w , ,
r
Cck List
FAIL M
Leaching pits are preferred wbere the ti possible
Reg a ton of m
�. _ spacing
11-10 'a age
..� d cover WAS
F ) 2$z2 splash pa
-1g) ,Ko t at elbow
bemdo in pips from d-box to pipe
chi Fields
leg 15.1 ^' - Est' t "ft
sq
15.4 itmotion of field
face drainage
3.7 o) 201 from collar %vll or ingivund vvinndng pool
Leas es
t 14.1 s T w t
14.3 XLspacling- t ft with s 'bet l4.4 a) dimmi 6 d14.? M�t.3 ) dace h .fie
=so�_e_yN = to be shown
ylx X x50 = (to be so
', ap roves
st b pos
^'. t `
w
t 0