HomeMy WebLinkAboutMiscellaneous - 326 FOSTER STREET 6/23/2016 and of Health
SEPTIC SYSTEM
rth AndoY®rY. s® INSTALLATION CHECK LIST LOT #
i7VjV 7D DATE DISAPPROVID
XCAVATI0�1 ON FAIL
--- easonst
y'
-TL OK
1. Distance Tot
a. Wetlands 4
b. Drains
r c Wen
t` 2. Water Line Location
3. No PVC Pipe
1�. Septic Tank---
a. Tees -_Length Ec To Clean Oat Covers -
b. Cement Pipe to Tank - On Both Sides of Tank
5. Distribution Box
a. Covers do Box - No Cracks
b. All Lines Flowing Equal Amounts
c. No Back Flow
6. Leach Field or Trench
�- a. Dimensions
b. Stone Depth
c. Capped ids
d. Clean Double Washed Stone
7. Leach Pits
a. Dimensions
b. Stone Depth j
C. Spl Pads
d. Tess
e. �t Pipe to Pit - Both Sides
f., Clean Double Washed Stone
8. No Garbage Disposal
9. Final Grading Inspection
i
10. Barricading Covered System
/ 11. As Built Submitted
a. Lot Location
b. Dimensions of System
c. Location with Regard-to Pere Test
d. Elevations
e, Water Table
Board of Health
North Anc�yer a• SEPTIC `
INST TICK CHECK LIST LOT
O DATE DI PROS APATION ON FAIL
easpnst
4'r
' 1. Distance Tot
a. Wetlands } p'
b. Drains
c. Well
2. Water Line Location
3• No PVC Pipe
Septic Tank--
a. Tees -_Length & To Clean Out Covers _
b. Cement Pipe to Tank - On Both Sides of Tank -
5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Bqual Amounts
-' c. No Back Flow
' 6. Leach Field or Trench
a. Dimensions
b. Stone Depth
c. Capped Inds
d. Clean Double Washed Stone
7. Leach Pits
a. Dimensiqhis
b. Stone Yee th
c. Spl Pads
d. T s
e. t Pipe to Pit - Both Sides
f. Clean Ruble Washed Stone
8. No Garbage Disposal
9. Final Grading Inspection
10. Barricading Covered System
11. As Built Submitted
a. Lot Location
b. Dimensions of System
c. Location with Regard-to Pere Test
d. Elevations
e: Water Table
to 1111W.iC wor :s
SUBSURFACE DISPOSAL, SYSTEM CHECK LIST �
NORTH ANDOVER .BOARD OF HEALTH
T D DATE PROVIDED DISAPPROVED DATE TIME REASON.
(z V7
Title 5
Reg.. 2. 5 Fail OK The submitted plan must show as a minumumt
(-a:).." the lot to be served (area,dimensions ,lot //,abutters)
(Planning Board files)
�b location and log of deep observation holes-distance
to ties
( ) location and results of percolation tests-distance
to ties
.. ....... )" design calculations & calculations showing required
leaching area
(e ,_,,location and dimensions of system (including reserve
area)
(f existing and proposed contours
g 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
location of any drainage easements within 100' of
sewage disposal system or disclaimer (planning board
files)
(. ) known sources of water supply within 200' of sewage
disposal system or disclaimer
k) location of any proposed well to serve the lot (100'
( from leaching facility)
�...-...... ly) location of water lines on property (10' from leaching i
facilities)
�- ('m.-. location of benchmark
n driveways
. , garbage disposers
.... .,,,.........P... . no PVC is to be used in construction
q a profile of the system (elevations of basement , plumbers
pipe septic tank, distribution box inlets and outle,,.s,
distribution field piping and any other elevations)
maximum ground water elevation in area of sewage disposal
system
( ).. plan must be prepared by a Professional Engineer or
other professional authorized by law to prepare such
plans
Septic Tanks
Reg, 6 (a) °'Oapacities v 150% of flow, water table , tees, depth
of tees , access, pumping,
b Cleanout
c 10' from cellar wall or inground swimming pool
d 25' from subsurface drains
Naioth Andover Subsurface disposal system check list-, - Page-
Fail OK Distribution. Boxes
Reg.10.2 � (a Slope greater than 0.08
Reg.10.4 (b) Sump
Leaching Pits
Leaching pits are preferred where the installation is
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 Cpver material
2 ,c2'�I plash
LeachznFields
Reg.15.1 (a) N,Creater than 20 minutes/inch
Reg.15.1 (b),,// Area. (minimum 900 S.F. )
Reg.15.4 c°" Construction of field
Reg.15.8 d) 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 ft. min. 6 ft. with reserve between)
Reg.14.4 c Dimensions
14. 5
Reg.14.6 (d Construction
Reg.14.7 (e Stone
Reg.14.1 (f Surface drainage 2%
Downhill SloDe
a Slope y/x be shown' b) y/x X 150 = �to
to be shown
Pum p
Reg. 9.1 (a Approval
Reg. 9.6 (b� Stand-by power
QOTL PROFILE & PERCOLATION TEST DATA
Board of Health-North Andover , Mass.
Subdivision'
Owner
Invest igatora ae Observer
SOIL PROFILES
1 . Date M 2 Date Date. 4. Date
Elev. Elev. Elev. Elev.
Feet Inches
0 Ties to Test Pits
12
2 24
3 SJt' 36
4 14-8
5 60
72
7 84
96
...... T1
108
20
Note : Top & subsoil depth; depths of other soil types ; depth of water table ;
depth of refusal .
PERCOLATTON
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e
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SOIL PROFILE & PERCOLATION 'VEST DATA
Town Cit No°&Street .... t No.
z
Loc./Subdiv° „ r , .1 Plan Owner
Investigator r _ Z)O c Observer
SOIL PROFILES-DATE
Elev. ° Elev° Elev° ±--Elev.
N. 0 0 0 0
t �.
2 2 2 2
3 3 3 3
4 4 4 4
f
5 5 5
`6 6 6 6
7 7 7
8 8 8 8
9 9 9 9 r
10 10 10 10
Benchmark Location
Elevation Datum
Percolation Tests-Date
?it Number 1 2 3 4 S
Start Saturation f'
Soak-Mins°
Start Test-Time
Drop of 3"- Time 44'�"D ro of 6"-Time ,..
Mins° lst 3"Drop 2P
Mins° 2nd 3"Dro
Notes & Sketches on Back Frank C. Gelinas & Associates , North And.