as-built KEVIN L. HASTINGS, P.E.
CONSULTING ENGINEER s ��'�
Mailing Address: 3 Jackson Avenue
South Glens Falls,New York 12803 -- ---
Tel: (518) 222-1338P
January 7,2021
Mr. Charles Dyer
Building Inspector
742 Bay Road [E C E 0 V E
Queensbury,New York 12804
FEB 08 2021 ,.
Re: Sewage Disposal System-Engineer's Certification
32 Pine Street, (T) Queensbury AT TOWN OF QUEENSBURY
BUILDING&CODES
Dear Mr. Dyer,
The construction of a replacement sewage disposal system for the residence at 32 Pine Street
(TM #309.14-1-28) has been completed. The installation was completed by Lou DeRidder of
Morning Star Septic Service, who was also present for the final inspection.
As the design professional of record,I certify to the following statements:
1. Engineering design report with specifications and details were prepared December 7,
2020 by Kevin L. Hastings, PE for a 3 bedroom maximum (330 gpd) single family
residence;
2. Design documents were compliant with the Town sanitary health codes, and the NYS
Health Department Appendix 75-A, as applicable;
3. Field observation of constructed works on December 30, 2020, by Kevin L. Hastings, PE
and prior to earth backfill of trenches and structures;
4. Completion of the work appeared to be in substantial conformance with the design
engineering report, with the following exceptions:
- field approval of a 6-outlet polyethylene distribution box as a product substitution;
- final turf stabilization& lawn maintenance to be completed in 2021, as satisfaction of
the design specification for turf re-establishment on the disposal field area, prevention
of soil erosion and loss of disposal capacity due to uncontrolled surface runoff
infiltration, and as necessity for overall system performance.
The as-built schematic of the replacement sewage disposal system with location ties to dwelling
is attached for your records.
If you have any questions o P 0 F o ormation,please contact me immediately.
Sincerely,
U-MO6
Kevin L. Hastings,PE o% 076269
���ESSION��'
32 Pine Street
(T) Queensbury, NY
p .
[ Installation contractor
Morning Star Septic Service
10,
~' View of 1, 000 gallon "Roth"
polyethylene septic tank, with 4"
PVC inlet pipe and 4" PVC inlet
baffle, with close-up view of
"Fernco" pipe coupling.
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i View of 1, 000 gallon "Roth"
polyethylene septic tank, looking
south east to dwelling.
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KEVIN L. HASTINGS, PE
3 Jackson Avenue
So. Glens Falls, NY 12803
32 Pine Street
j; (T) Queensbury, NY
All .f
View of septic tank and 4" PVC
pipe, looking north west .
1
ti
View of septic tank and 411 PVC
outlet pipe
View of septic tank, with 4" PVC
outlet baffle (map node 1) , and
y =-4' 4" PVC outlet pipe.
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KEVIN L. HASTINGS, PE
3 Jackson Avenue
So. Glens Falls, NY 12803
• "�;;,y ti. (2 Pine Street
`•` -ti'� s ''r 1, ' �4, ~s' �, '•�i', Y� T) Queensbury, NY
4
View of 6-outlet polyethylene
, . . distribution box (map node 2)
WEWwith vented inlet baffle and
speed levelers installed.
Liquid level test
PASSED
•
View of d-box and 411 PVC header
pipes, work in progress, looking
north east .
View of d-box and 411 PVC header
pipes, work in progress, looking
south west.
c z aE ' KEVIN L. HASTINGS, PE
3 Jackson Avenue
So. Glens Falls, NY 12803
32 Pine Street
(T) Queensbury, NY
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i •F. ° . ':- View of absorption trench #3 ,
tom` ^y 4" PVC header pipe and 90
E
degree bend looking north
ti
k west .
View of absorption trench #2
d-box, 411 PVC header pipes,
looking north west .
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View of absorption trench #1,
fa° , ,.`^} ".:r %•*' 4" PVC header pipe and 90
degree bend (map node 3)
looking north west .
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KEVIN L. HASTINGS, PE
44
3 Jackson Avenue
So. Glens Falls, NY 12803
r:: r.,, k, � .; 32 Pine Street
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View of absorption trench 1, 46
Y feet 411 PVC lateral with 411 PVC
end cap (map node
4) , aggregate
sir y J r
crushed stone soil barrier
�- :~-��,N :•��`'}•r`�e�,:j�s�� '��
9r '' fabric, and partial soil
backf ill, looking south east .
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Ewa . " r�yr rt. 4yr •,!• ',y.
dam''
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View #
���.-`•�:�t':'"- r�'�� -�• absorption trench 2 46
r�:. �� ;• `f'�`8rti''.. .. <.,�_ _. �`' �:•�:_�.;':; of absor ,
„ V -., ,:'=:;,,.`'r L.d..,:. ;- ., t.' PVC lateral, with 411 PVC
r.�' :, :�.- � ; ;�',.'�� :.. r � feet 411
end cap, aggregate crushed stone
soil barrier
er fabric, and partial
soil backfill looking south
` 'i'� e?t+• 7
.•;wF.'- f{i,�,.'.�{�1S.r�.• �''.1+•:,•r�s,,. ��,J4r �'{Af�"`,�q.11�,,,,, ,$s i.,� .Si
.ai' ::�.> '.'1����5%t� :.�i:._,.,...a �:.;:(,�yi.„�>:i%!,�'` ,. •',`t. 1aW� "'^- '�A'"1":�,'a, e
tn' .fir:t�, }. '.��. 7. '/, '• �•�4�• �m L�
p trench #3 , 4
View of absorption 6
' 11 PVC lateral,° ;�' r'�: ��:` ;� �• �•-, ';' � ,,,��.,,A r�;..�'�R feet 4 with 411 PVC
>.x�'= "'�•�•< ti•�!a•;�.f�..c_,P'a•.�1,; � cap )
ap (map node 5 aggregate
crushed stone, soil barrier
fabric, and partial soil
backfill to_ ,.,,a;�; cz- 1�`".~�.�:�`•,;:� oking south east .
yprt.,• ,F 4..
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KEVIN L. HASTINGS, PE
3 Jackson Avenue
So. Glens Falls, NY 12803
? ' 32 Pine Street
(T) Queensbury, NY
View of typical absorption trench
installation, work in
progress,prior to soil backfill .
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View of completed work, looking
,
north west .
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View of completed work, looking
north east.
KEVIN L. HASTINGS, PE
3 Jackson Avenue
So. Glens Fails, NY 12803