HomeMy WebLinkAboutMiscellaneous - 1756 SALEM STREET 4/30/2018i
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AJILtALLKTIM MMK LIST
1.
Distance Tot
a. Wetlands
b. Drains
a. Well
2.
Water Line Location
3.
No PVC Pipe.
a. Tees !--.Length & To Clean Out C
b. Cement Pipe to Tank--- on Bath -Sides of Tank
5.1
Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amounts
c. No Back Flow
6.-
Leach Field or_Trench
a. Dimensions
b. Stone Depth
a. Capped Ends
d. Clean Double Washed Stone
Leach Pits
Leach
a* Dimansi s
/
b. Stone epth
C. Sp :h Pads
d. s
e. Pipe to Pit Both Sides
f. Clean Double Washed Stone
No Garbage Disposal
9.
Anal Grading Inspection
--10.
Barricading Covered System
ll.-
As Built Submitted
a. lot Location
b, Dixensions of System
c. Location i4th Regard -to Pere Test
d. Elevations
e. Water Table
' n
PPROV ED A`rE PROVIDED
NORTH Ai ,Ov r,R BOti", G;D F HALr1 H r
Title 5
Reg. 2.5 Fail OK
Reg. 6
_,_
_ LoTN --
DISAPPROVED DATE TIME REASON
Th ubmitted plan must show as a minumum:
i�
(a), the lot to be served (area, dimensions, lot #,abutters)
.(Planning Board files)
location and log of deep observation holes -distance
to ties
� location and results of percolation tests -distance
/ to ties
(d design calculations & calculations showing required
.leaching area
(e location and dimensions sf system (including reserve
area)
existing and proposed contours
location of any wet areas within 100' of the sewage
disposal system o t- disclaimer (check wetlands mapping.
(h) surface and subsurface drains within 100' of sewage
/disposal system or disclaimer
(1) location of any drainage easements within 100' of
image disposal system or disclaimer (planning board
/� files)
(j) _ . nown _- sou-rce,s of -water_ supply within- 200'. of sewage -
dispossystem_ o _-=disclaimer
(k)-----Aocation- .of any -proposed well to serve= -the= lot (100'
from leaching facility)
�(1
location -of hater lines -on property (10' from. leachin
facilities)
location of benchmark
driveways
"o) garbage disposers
no PVC is to be used in construction
�q) a profile of the system (elevations of basement, plum
,f�� pipe septic tank, distribution box inlets and outle:-s
distribution.. -field piping and any other elevations)
(r --maximum ground water elevation. in area of sewage lisp
system
(s) plan must be prepared by a Professional Engineer or
other professional authorized by law to prepare such
plans
SeDtic Tanks
a) Capacities 150° of flow, water table, tees, depth
of tees, access, pumping,
Cleanout
c 10' from cellar wall or ir_ground swimming pool
d 25' from. subsurf ace drains
-g.14.1
-g.14.3
g.14.4
g-14.7
1 C
g.14
eg. 9.1
eg. 9.6
stribution Boxes
(a Slope greater than 0.08
(b� Sump
LeachingPits
Leaching pits are preferred where the installation -is
possible
a C -Culations of leaching area (minimum 500 S.F.)
(b pi�cing
I
Surface drainage 2%
Vd,Cgver material
siV4" Isk
I
+'e h' r
in
g Fields
Gr_eAter than 20 minutes/inch
Area (minimum...900 S.F.)
Construction of field
Surface drainage 2%
e)"- 201 fr om-cellar wall or inground-swimming pool
Leaching Trenches
a Calculation "b5fleachin
area (min. 500 S.F.)
f
(b Spac'ing ' ft. min. 6 ft, with reserve between)_
Dimensions
truction_-__.-
e).-... one"--,
.(f) -----Surf ace- drainage -,__2%
Downhill Slope_- -
�Slope� y1X = to be shown
b Y/x X 150 = to
be shown�
Pum -Pa
(a App val
)r v
.(b�_ Sta/d-by power
- SOIL PROFILE & PERCOLATION TEST DATA
i
North Andover I�?ss. No.&Street Lot No f
_
Loc./Subdiv. tan Owner s
l
}
Investigator r Observer
O�),�
SOIL PROFILES -DATE r1,
3, a. f�'.��p�
t
Elev. ?' Elev. Elev. Elev.
0 0 0 0
1 1 I 1
� Ties to Test Pits
: 2 2 2 _ 2
i
3 3 3 3
� 4 4 _ 4
5 5 _ 5
6 6 _ 6 6
g - 8 8 8
9 - 9 9 9
10 10 _ _ 10 10
Benchmark
Elevati-on
Location
Datum
Percolation Tests -Date
a--7-, A
Pit Number
1
2
3
4
S
Start Saturation
Soak -Mins.
Start Test -Time
3;
Drop of 3" -Time-
oz -
Drop of 6" -Time
i_90
Mins -1st 3"Dro
Tains . 2nd 3"Drop
-
Notes & Sketches on Back
} /K_