98-734 CERTIFICATE
T ,firE O C M r ; ,
ANC
TOWN OF QUEENSBURY
WARREN COUNTY , NEW YORK
j( } Date January 11 19 99
`-'' `✓ ��` � � 0 98734
This is to certify that work requested to be done as shown by Permit No * _
has been completed .
SEPTIC ALTERATION
f This structure may be used as a — - -
Location 7 BOULEVARD
� Owner JABCO F INC,
TAX MAP NO w 1 1 3 . - 1 - 5 , 1 By Order of Town Board
TOWN OF aUE NSBURY
Director of Building & Code Enforcement
BUILDING PERMIT
VALUE $ 0 TOWN OF QUEENSBURY No 98734
TAX MAP NO . 113 . - 1 - 5 . 1 WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to JAB INC
OWNER of property located at
7 BOULEVARD Street, Road or Ave.
in the Town of Queensbury, To Construct or place a
FPT ALT�A 'rTQW
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Chmonsbury Building and Zoning Ordinance.
t. OWNER'S Address is
17 'PINE LANE
CHESTERTOWI NY 12817
2. CONTRACTOR or BU1i.oER'S Name
QUEENSBUR.Y SEWER
3. CONTRACTOR or BUILDER'S Address
JAY SWEET
at. ARCHITECT'S Nsme
S. ARCHITECT'S Address
S, TYPE of construction — Iplsase indicate by Xl SEPTIC
1 1 Wood Frame 1 1 Masonry I I Steel f l
7. PLANS end SPOCMCetfons
SE$rTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
a. Proposed else
SEPTIC ALTERATION
35 November 25 2000
S
PERMIT FEE PAID — THIS PERMIT 'EXPIRES , 19
(If a W+Wesr period is squired an application for an erterrrion rnusR fag made to theBuiidirq and Zonirq insi»ctor of she
towr► of oueensbury before the expiration dol 1998
25 November
Dated at the Town of Clueerlsbury this _-
Day of 19
StCa"E0 BY for the Town of Queensbury
uildkq and Zoning Irdmocter
�Y
Application for SEPTIC DISPOSAL PERMIT
Town of Queensbury � 7
Dept_ of Community Development Permit No. j ��/1
Building & Codes Office r } R JI ?
742 Flay Road 1 f / Fee Paid
Queens N bury, Y 12804 '
Location of property for installation:
Property Owner's Name:
Property Owner's Mailing Address. ! 7 7-40v
Installer's Name: Phone #
• [-�:Z.G. 7''f� .5`£s .'�"S�
Number of bedrooms (if residential): Total daily flow: Z
(residential - compute Q 150 gal.lbdrm.)
Tovoexaphy: flat, rolling, steep slope 5'0 of slope
Soil Nature: - sand, Icamp clay, other / depth:
Ground water: at what depth? feet ! Bedrock or impervious Material: at what depth? feet
Percolation test: not required, ..4 required [ rate: — L — mut, per inch �
Domestic water supply: C municipal, well, other
If domestic water supply is a WELL., water supply from any septic absorption is feet.
PROPOSED SYSTE='vi
Septic tastlr,/vzs� gallon (minimum size: 1. ,000 gal.)
Tile field: each trench feet ! Total sys-tern length: feet
Seepage pit(s): number of / size each: fL by ft.
Size of stone to be used: ,f " I depth or thickness feet
HOLDLi`IG TANK SYSTEM: (if required)
Number of tanks: db Size of each . .: gallons
Alarm system and associated electrical v ork to be inspected by a ccrbfied agency.
For youx protection, please note that pursuant to Section 136-29 of the Code of the Town of Qoeembury, any permit or
approval graateci which is based upon or is granted in reliance uprxi any material mssrepresoub im or failure to ma a
material fact or csrcumatanca known by or on behalf of an applicamut, shall be void..
I have read the regulations with respect to this application and agreo to abide by these and all regznrPm entc
of the Town of
Quarnsbury Sanitary Sewago Disposal Ordmraucn.
Signature of responsible person; Date: .
7Dw of QUEEMSBURY
BUILDING CODE ENFORCEIUNT
742 Bay Read
Queensbury MY IM04
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name rm PCB
Location _ = [ ]►�-,��� _
Date Z. Permit
SOIL TYPE: Sa Dre
y-
Results of Percest-
( if applicable ) ute/ Inch
TYPE OF SYSTEM_
ABSORPTION IELLength
Length of ea h
Depth of tren
Size of stone
SEEPAGE PITS : umber-
Size - ft . x ft .
Stone size _
PIPING : Size —'fie
Bldg . to Tank
Tank to Dist . x tr pp
Dist . Box to Field/PitL4i% -Anip
Openings Sealed ? "Q es No a
LOCATION/SEPARATIOMS � .
Foundation to Tank q&jffiefeet
Foundation to Absorption s pry eet
Separation of Pits feet
Conforms as per Plot Plan Yes
LOCATION OF SYSTEM ON PROPERTY :
( circle a
Front E ar - ,Left Side - eIright Sid,
Middle Front
COMMENTS:
cam ' 116(D� LJV— to
c,c'
SYSTEM USE APPROVED : YES
Arrived : z '
departed: e {
u ` ing Ins e
Toren of QuEENSOU 1 _
BUILDING A CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name
Location
Date Permit #_L�'�.` �
SOIL TYPE: Sand- Loam-Clay-
Results of Percolation Test-
( if applicable ) Rate-Minute/Inch
TYPE OF SYSTEM:.
ABSORPTION FIELD: Total Length
Length of each trench
Depth of trenches
Size of stone
SEEPAGE PITS : Number-
Size - ft . x ft .
Stone size
PIPING : S ze ype
Bldg . to Tanl LA + `
Tank to Dist , x
Dist . Box to ' eld/Pit
Openings Sea ed ? Yes�o a� r al
LOCATION/SE ARATIONS :
Foundation o Tank P6 P �f,eet
Foundation to Absorptiontx tir�SZAti�i t
Separation of Pits feet
Conforms as per Plot Plan '"ems No
LOCATION OF SYSTEM+! ON PROPERTY:
( circle o - '
Fron t (Leif Side i ght 5i� _:_:•�
Middle ront - Middle hear
COMMENTS :
oilC�
SYSTEM USE APPROVED: Y8C NO
Arri v
Depa
r
But 11 nspector
r
I
TOM OF QUEENSBURY
BUILDING A CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name
Location
Date Permit #
SOIL TYPE: Sand- Loam- Clay-
Results of Percolation Test-
( if applicable ) Rate-Minute/ Inch
TYPE OF SYSTEM:
ABSQRPTION FIELD : of I Length
Length of each tr nch
Depth trenchec.
Size of one
SEEPAGE PI N ber-
Size - _»-� ft .
Stone size
PIPING: Size'hype
Bldg . to Tank
Tank to Dist . Box
Dist . Box to Field/Pit
Openings Sealed? Yes No Partial
LOCATION/SEPARATIONS :
Foundation to Tank feet
Foundation to Absorption feet
Separation of Pits feet
Conforms as per Plot Plan es a
LOCATION OF SYSTEM ON PROPER-Tfi:�`"`
( circle one)
Front - Rear - Left Side - Right Side
Middle Front - Middle Rear
COMMENTS :
SYSTEM USE APPROVED : ` EIS "gyp
Arrived :
Departed -
Bu ' ng c ar
TOWN OF Q UEENSBURY GFY
74.2 Say Road, Queensbury, NY 1 2804-S902 5 1 8-76 I -8201
September 14, 2000
John Bowen
61 Peachtree .Lane
Queensbury, NY 12804
Dear John:
After receiving a letter from Patricia Watkins August 23, 2000, I reviewed the matter of the septic
system constructed at 7 Boulevard with our Town attorneys.
They advised me that in order to maintain the system in the present location, you must obtain a
variance from the Town Board. of Health, otherwise this system will be considered illegaL You also
must obtain permission from the +ameba +Geigy Corporation to allow the system to remain in place on
their property.
Based on the design by Wi liam 'Montgornery, there seems to be no other logical location for this
septic system. However, a variance should have been granted prior to installation of the system, and
the current plot plan which you have submitted is not accurate with respect to property lines.
Therefore an upgraded property reap showing the location of the system and location of property
lines must be submitted along with the variance to the Town Board of Health.
I'm asking that this be done within the next 30 days, or as soon as you receive permission from
Cleba Geigy Corporation, otherwise, this system will be considered illegal and would be ordered
removed from the Geba Geigy .property.
If you have any questions, I can be reached at 761-8256, Monday through Friday. Thank you for
your anticipated cooperation.
Sincerely,
David Hatin, Director
Building and Code
Enforcement
DIV mg
"1 ONIE OF N4-*%TC:R-\L BEAU-VY h G0(,)0 PLNCE TO LVVE"
SETTLED 1763
f N
W'ILLIAM E. MONT+GOMERY JR. P.E.
NEW YORK STATE PROFESSIONAL ENC:[NEER
104 HARTMAN LOOP, QUEENSBURY, NEW YORK 12804
(518) 792-4262
Industrial
x Structural
x Renovation
x Pumps and —
�. ITVAC f`fy\Jl
va Energy
x pn4Ktta1
Compliance
.lanuary li . i99�r
camoacreial &
Residential
x Building
Codes
M Energy Codes ..
x Septic Design B r i a n S . Fear PE
HVAC District Director
iVew York State Department of Health
7 -7 Ivinhican Street -
L31ens Falls . New York 12801
Dear Brian Fear ,
Enclosed herein are three " ( 3 ) copies of my Drawina # 9E3- .11 ,
Sheets 4* 1 & #2 . Revised 1 - 8 --99 showing the '" as built "
replacement septic system for the proposed renovated
bar / restaurant at 7 Boule- yard in the Town of Queensbury _ YClUr'
letter of December 21 . ' 98 noted that the plans were approved for•
a gravity system if trench and groundwater separations cor.ild be
maintained . Your letter further advised that if a pump ---uv
system were necessary . plans should be changed to ref iect this+
cl-ranve , be re- approved by your office and system installatior-i he
inspected .
Since the building sewer elevation and the original Qrade= of tilP
absorption field area were such that an acceptahle= separation of
trench bottom and ground water could be maintained . a oravity
system was installed . The new grease trap installation
rarcvt=nte=d the insta 1 lotion of 4 1 ines behind the hu i l dino
therefore . 3 lines were installed here . The property lobe to
the West angled sufficiently to allow then le=ngthenina of the 6
lines in this area so that a total combined trench length of 480
ft . cOjAld still be installed for the entire system .
Because there were at least 4 " of frost in the ground duri. nq the
installation , trench backfil lino and area grading were htarri � r#
and less than desireable . Final grading and seeding will haves
to be done in the spring _
John O ' 8rien of the Queenssbury Codes Office made two inspections
during the instal latican and I made one inspection of
the absorption trench installation .
This installation has been completed according to the " as built "
plans and should be acceptable to your office for any permit
pertaining to the septic system and septic system performance .
Please let me know if you have any questions regarding the
design and / or installation .
Sincerely yours ,
William E . Montgome y Jr . iP
cc : John O ' Brien ( puebnsbury Codes w / copy of plan ) +d
John Bowen ( Owner w / copy of plan )
Jav Sweet ( Installer )
Z/9. Al I
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'-F/iL_-. 1 SlI..:K., G. `.• - .L... 4/ ._.-. /.-.....f I� r. O/.. U �.L / ./i / �OV� / 4 4./' �V �r/.eZeA V I7 �10.e, _ .-.._. _.__ _.. r.\._.,+.,....0 -.IGr� O _.. .././ l4r
FE ,�.8�
h' 1W .�c9�so �" �.r_t � L/.y!4"' �/.TE �EiS��•G7 lP/, "�, ,E�✓ G�5' ' ,Z� p '� _:^��___-00
-
t
1 TFro E2) percolation tests were taken on 1`1='19 .9$ wh depth;
of test holes'24" below grade. Hose #1 resulted in``a. Pere'
rate of. 3 min/*neh and Hole #2 had$ ` a Pere rs to of 5
' tin/inch---an average Pere, rate --of- `4 min%'inch' for,. tthe. 2`
holes. The soiY' had 10:" .of dark top° oia, fo2laned by0".
of coarse yelloiO"sand, with coarse dart -
sand to a;depth o
60" where ground water was observed. Twodee test hales
were dug with a backhoe to. the 60" depth whereat water was
encountered._
11
2, Three () additional des p test hales; ware duesanra2"
and water way `again found . at Ot _- t :: below• grar3e , These.
three holes were observed, by,_Charles Maine :(s.oil ,scentit:)„
and it was his opinion that so much l d soil, and
fill had oecured over :the .. ywars . .that. -the maxims
tned
ground water level couldn,ot be .d,e erm, ....:,.
3. Since no hib ground, ,wtter level could be deterst ?mod} or
this area, a replacementlseptic sys em has been desi`ne
based on ,a gravity system with trenieh bottb*s.1'n:o lc r t aan
24" below grade (higher if the existing building sewer- lens'
elevation- permits it.). This design is based upon `the : 4ft'
water level observations in Nov. 8r Dec.=and the owneir:'s
statement that a deep test hole dug last spring, during wet;
conditions, showed the same 4ft. water depth. If.
existing sewer line elevation does not ;.•allow at least:_ a
2ft. separation between trench bottow and the 4ft. ground;
water level, a 1,000 gallon pump tank-.'& pump will; be'
installed between the septic tanks and the "D" boxes;e�Vti
the required additional fill to give this separation, Thy
480ft. -of 4" perf pipe has a `volume of 315 gallons--F",%t o
this volume or 235 gallons per :dose would 'be pumped to•;the
2 _..D,. boxes „(:gAPr X...:4 d4� s .Per day),•
Y
4 . The. .. _.- .. . ,
proposed loading' of this septic system is based upo a
40-seat restaurant/bar facility, each seat'contribut Yng 2`8
GPD to the 'system (110:GPD/150 GPD or :73% reduction for
using 1.6 gallon/flush toilets`with no shower p.ravision `:
The 40 -seats will equal a daily loading Of .1,044` gallons
which is.consistant with a 1.2 GPD/sq.ft. soil loading- and':
480ft. of trenches. The 1,000 gallon grease trap. has been
-sized with . a loading factor of .5, 16 firs/day- facility use,
and 2.,5 ,gallons per -m.eaZ of: wastewater.
New absorption �fie.d eomponentIa shall be installed as far
as practicable above the.ground aster level' and cov red
with: enough additional fill if needed:,•, to keep 'tog of
teen- , s: dove ;red with 6" - 2" of sa vZ,
I3- The entire area devoted to absorption :field'sha:ll be seeded
to 'grass. Any rain/snow run-off from the'building roof
shah be .:diverted away from the absorption field area.
?. It is r�poaed to` e�rrect suitable fene and,for barriers
to prevent any . vehcu.lar traffic a {
f K absorption fel
areas. Provision wi11 be made to mess to the tanks
fob-out.;purposes,�
t $ A13 in ground tanks sr�rl]k <p tte,: pee :dast
concrete meeting all, C, Stateealth
regt.ire�ents • y
.+
All separation..distances shoow, on thb $l�rres shall, b
_
nai�-tainsd
the tanks shall be pu�iped brut et dptfmim irate 1
t went of ion
INNYMN
phiW. - `a 11-00 over a limestone bed -Moh drains $out
4,
j the`eeder Canal, former Ciba Geigy area and the Gl n
Cement` Co,�;, query. It is assumed that the preset
eft round, water level exists year-round by the area,
drainAge along this rock surface. With this observation'
and 'Probability, df a municipal sewer serving this area;:
in the not -too -distant fututre, , a replacement gravity•`
septic system discharging to leaching trenches at least 2ft'
above' the 4ft. ground water level should be acceptable.
TOWN OF QUEE
BUILDING &
REVIEWED BY
DATE ►
a
MUM E. MONTMMERY JR. PE. - .
CONSULTING ENGINEER _
�• pop 1,00�►
24" TAPERED HOLE & PLUG
(TYPICAL)
- n-Q
-6R0 VVVA0-*44AfA \ �
. 25"
INLET
2"
11 y2m
#2 Distribution Box
750-1 000-i 250 Gallon
Seamless Grease Tra'p
./o /6 0 wX 70 y 71 5
4000,01011� 4010-
f
I --
130
>
OUTLETS - EIGHT
4"KNOCKOUTS
WITH HIGH DENSITY
POLYETHYLENE PIPE
SEALS.
40,.r
'000cir
4
I/�/Cf7L
%
WILLIAM E. MONTGOMERY JR. PE
CONSULTING ENGINEER
431
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