HomeMy WebLinkAboutMiscellaneous - 170 OLYMPIC LANE 4/9/1979 U y's i, J,J l r.l. D A.)_, �, C I i
. '�j
NORTH ANDOVER 130ARD OF HEALTH �
A:�?PROV D DA`C'E PROVIDED D:l APPROVED DATE `T'IP�JE �V,'A O N r-
__._.._.._d .__.__._.
Title 5
Reg® 2® 5 Fail OK The submitted plan must show as a minumum;
(a) .,..the lot to be served (area,dimensions , lot /,abutters)
(Planning Board files)
location and log of deep observation holes--distance
to ties
(c) location and results of percolation tests-distance
to ties
- (d) design calculations & calculations showing required
°).., leaching area
location and dimensions sf system (including reserve
area)
` existing and proposed contours
�. °"` g location of any wet areas within 100 ' of the sewage
.-"' disposal system ot- disclaimer (check wetlands mapping);
(h) surface and subsurface drains within 100' of sewage
disposal system or disclaimer
(i) location of any drainage easements within 100" of
sewage disposal system or disclaimer (planning board
_. files)
(j ) known sources. of water supply within- 2001 of sewage
-: disposal system or disclaimer -
L (k) location of any proposed well to serve the lot (100'
�
.. "mµ µC from leaching facility)
.
1) water lines on property (10' from, leach_in1
facilities)
.m).
r ... location of benchmark
1- n) driveways
. ~o garbage disposers
no PVC is to be used in construction
( q) a profile of the system (elevations of basement , plum
pipe septic tank, distribution box inlets and outlets
distribution field piping and any other elevations)
( ) maximum ground water elevation in area of sewage disp
r system
I'll ( s) plan must be prepared by a Professional Engineer or
other professional authorized by law to prepare such
plans
�S'eptic Tanks
Reg. 6 (,a) Capacities - 150% of flow, water table , tees , depth
.... of tees , access , pumping,
Cleanout
10' from cellar wall or inground swimming pool
fl
((µ,d 25' from subsurface drains
° 6 i .. a(.)sal �J �.�,Ccheck 7 4��( .
"< .i.l OK Distribution loxes
Rc*g.10. 2 ,,"(a Slope greater than
Reg.`10.4 (b Sump
Leaching Pita
Leaching pits are preferred where the installation -,s
' possible
Reg.11 . 2 (a) Calculations of leaching area (minimum 500 S.F. )
Reg.11 .4 b Spacing
Reg.11 .1 c !Surface drainage 2%
Reg.11 .11 d: ' Craver material
re e cY c 11 0�3
eaching Fields
Reg.15.1 /°°'*(4 RiGreater than 20 minutes/inch
Reg.15.1 t, ,,�"6 Area (minimum-,900 S.F. )
Reg.15.4 °f '� c Construction of field
Reg.15. 8d Surface drainage 2
Reg. 3.7 ' (e 20' from cellar wall or inground swimming pool
Leaching Trenches
Reg.14.1 a Calculations of leaching area (min. 500 S.F. )
Reg.14. 3 b Spacing (4 fp,. min. 6 ft. with reserve between
Reg.14_.4 (e Dimensions ' )
14:5
Reg:14.6 (d Constrion
Reg.14.7 ( e Stone
Reg.14.1 (f) Surf ce drainage 2%
Downhill Slope
(a) Slope y/x = to be shown
b y/ X 150 = to
be shown
Fum-P a
Reg. 9.1 (a Approval
Reg. 9.6 (b) Stan °--by power
of Health
North dove °
SEPTIC SIS`
7
-KpWo—V`ET'_'_1)ff, .d y XV- P w
FnAIL OK r
m 711)e
. w
1. Distance Tot
a. WetlfMds
0. Well
2. Water Line Location
mf 3. No PVC Pipe
,f
Sep tie Tank
a. Tees - Length & To Clean Out Covers
b. Cement Pipe to T - On Both Sides of Tank
5. Distribution Box
a. Corers & Box - No Cracks
Lrff` b. All Lines Flowing Equal Amounts
e. No Dank Flow
6. Leach Field or Trench
a. Dimensions
b. Stone Depth
'Z, cs. Coed Ends
d. Clean Double Washed Store
7. Leach Pits
a.v rsions
b. 'Stone Depth
. ,,P
d.
Cownt Pipe to Pit Both Sides
f". Clean Double,Washed She
No Garbage Disposal
Mal Grading Inspection
// 14. Barricading Covered System
11. As Built Submitted
a. Lot Location
b. Dimensions of System
o. Location with D.eg & to Pere Test
d. Elevations
e.' Water Fable