HomeMy WebLinkAboutMiscellaneous - 1770 SALEM STREET 9/28/2015 i
107 srsI. RM 4® SY'S 1 PUINI N. RECORD
KVIWOM MA 01949
,Commonwealth of Massachusetts,
Massachusetts
s e . P Record
ystem Hme ystem
77e
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Date of Pumping: Quantity Pumped/--� gallons
Cesspool: No Yes Septic Tank: No Y�s-'
System Pumped by: r 1� � � .� License #:
Contents transferred to:
Date Inspector,/ ._
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TOWN OF NORTH ANDOVER
SYSTEM PUMPING C 1
1
DATE:
SYSTEM OWNER& ADDRESS SYSTEM LOCATION
(example: left front of house)
DATE OF PUMPING: ✓fib-0/ QUANTITY PUMPED �'S��� GALLONS
CESSPOOL: NO SEPTIC TANK: NO YES
NATURE OF SERVICE: ROUTINE EMERGENCY
OBSERVATIONS:
GOOD CONDITION FULL TO COVER
HEAVY GREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBACK
EXCESSIVE SOLIDS FLOODED
SOLIDS CARRYOVER OTHER (EXPLAIN)
SYSTEM PUMPED BY: 7
COMMENTS:
CONTENTS TRANSFERRED TO:
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Commonwealth of Massachusetts
North Andover, Massachusetts
System Pumping Record
System Owner & address:
Mary Hancock
1770 Salem Street
North Andover, MA
Location of system: Left, side yard '
a
Date of Pumping: September 22, 2008
Type of system: Septic Tank
Gallons Pumped: 1500 Gallons
System pumped by: a� ( ,ii °e
Service Pumping&Drain Co., Inc.
5 Hallberg Park
North Reading,MA
License#: BHP 2007 0728, 0725, 0727,0722, 0724, 0726
Contents transferred to: Greater Lawrence Sanitary District
Date: September 22, 2008 Pumping Technician: PD
This is PROPRIETARY and CONFIDENTIAL information that may be used only
by the Board of Health for regulatory purposes
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k MV, MM11RUTED lal
Ganonst
Lp
OK
FAIL Nj f
1. Distance Tot
a. Wetlands
b. Drains
0. Well
2. Water Line Location
3. No PVC Pipe
4. Septic Tank
a. _Tees -p-Length & To Clean-Out Covers
b. Cement Pipe to Tank .- ()a 'Both Sides of Tank
5. Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal AWL mtO
a. No Back Flow
6. ' Leach Field or Trench
a. Dimensions
b. Stone Depth
as- Capped 'Ends
d. Clean Double Washed Stone
Leach Pitts
a. Dimansionq,,-
b. Stone Depth
a. Splash Pads
d. Tees
e. Coment Pipe to Pit Both Sides
f, Clean Double Washed Stone
No Garbage Disposal
9. Final Grading Inspection
10. Barricading Covered System
x .
ll. As Built Submitted
a@ Lot Location
b, Dimensions of System
a. Location with Regard to Pere Test
d. Elevations
00 Water Table
_.._
_PPROV �'D 1_�t�'T'r", 1'I�OV1yFTJ T�1SAT'i'ROVT17 L�A`l�E 'l'1.1`�F: RF.ASO ,
— ! (/
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TitlT5Fail
Reg. OK The submitted plan must show as a minumum:
(.a) the lot to be served (area,dimensions ,lot //, abutters)
(Planning Board files)
1. (rb) 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
(e) 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 air- disclaimer (check wetlands mappinE
k, (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) -
( � X''
known- sources of ,rater supply within- 2001- Of sewage
disposal__.system_ or- disclaimer ,
ro osed well to serve- the lot (100
(k)- 'Location of any p p
from leaching _facility) + from. leachi
( ,.) location of water lines on property (1 0
facilities)
(m location of benchmark
L driveways
6, garbage disposers
t... p no PVC is to be used in construction
c q a profile of the system (elevations of basement , plu
(' pipe septic tank, distribution box inlets and outlet_
� distribution, field piping and any other elevations)
maximum ground dater elevation in area of sewage dial
system Engineer or ;
L- ( s) plan must be prepared by a Professional g
other professional authorized by law to prepare such`
plans
Septic Tanks
I
Rem 6 t,r°" (a.) Capacities 150% of flow, water table , tees , depth
=' of tees , access , pumping,
10' from cellar wall or inground swimming goal
d 25' from subsurface drains
ail vY Distribution Boxes
D.10. 2 ,(a Slope greater than Q. 08
D-.10.4 (b� Sump
Leaching Pits
Leaching pits are preferred where the installation -is
possible
(a) Calculations of leaching area (minimum 500 S.F. )
;.11 .4 (b Spac,-Tng
;.11 .1 (c Surface drainage 2%
.11 d C ver material
e I—2.'4" pla sh t f�`�'^.�
d- C e ll
L q,aching Fields
a)-NI�Greater than 20 minutes/inch
-b)- Area (minimum-.900 S.F. )
;.15.4 &), Construction of field
;.15. 8 d Surface drainage 2%
3.7 (e 20' from- cellar wall or inground swimming pool
Leaching Trenches
x.14.1 a Calculations of leaching area (min. 500 S.F. )
),.14. 3 b Spacing (4 ft. min. 6 ft. with reserve between) .
x,14.4 c Dimensions
14- 5 -
a14..6 = _ - (d �Constructio n
( e Stone
;.14.1 (f Surface drainage 2%
Downhill Slope
�a) Slopy/x = Ro be shown b) y/ f X 150 = o be shown
Pumps
;. 9.1 (a Appr val
;. 9.6 (b� Stand-by power
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SOILS „PROFILE & PERCOLATI EST D TA J
Town/Gate{ / J Nil. c treet 1� %e trot No. '1
L#oc./ ubdiv. � rn �r � Plan Owner'�,
r
Investigator server �,
SAIL, PROFILES-DATE °
1. Elev. Elev. Elev. --=°Elev.
0 0
2
w
m 3 3
�} 4 _w 4 4
5 5 5 5
v ku
6
7 7 7 7 �w
8 8 8
4 9 9 9 R
10 10 10 10
Benchmark Location
k Elevation Datum
Percolation Tests-Date
Pit Number 1 ' 3 4 S
'
Start Saturation
Soakb-Mans.
Start Test-Time
Dro of 311-Time
Dro of "-Time
Mins. s "Drop
Mins. 2nd 3"Dro -
Notes & Sketches on Back Frank C. Gelinas & Associatesq North And.
iJ.fid,n 13(w)4'(.I .{.i.J U`il�. �.'.` 2. C.�)I 4I.�iolAai ""
;() ir11E '-3e )tj.c systern -i'll t Alf'Y.t.io or rd7'T; J. `'St'.
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