1989-977 BUILDING PERMIT V1
TOWN OF QUEENSBURY 13
No. 89- 97 7
� , ` �� � � WARREN COUNTY, NEW YCIRK Q
PERMISSION liss hereby granted to
OWNER of property located at Cc oom Road Street, Road or Ave.
in the Town of Queensbury, To Construct or place a Sewage Al terati on
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 Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
Aviation Road Development Corporation
113 Aviation Road
2, CONTRACTOR or BUILDER 'S Name
70
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3. CONTRACTOR or BUILDER'S Address A
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4. ARCHITECT'S Name
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5, ARCHITECT'S Address O
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6. TYPE of Construction — (Please indicate by XI
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( ? Wood Frame I ) Masonry I I Steel [ I s
7. PLANS and Specifications
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No. 2 4 , 000 gallon : tanks with twelve 8 ' x 12 ' seepage pits as per
c+�
application and plot plan .
fare
S. Proposed Use
mp,p
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Sewage Alteration
v
$ 35 . 00 PERMIT FEE PAID -- THIS PERMIT EXPIRES December 21 19 91
(if a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of QueerrA>ury before the expiration date.)
Dated at the Town of Queensbury this 21st Day of December 19 89 m
SIGNED BY � for the Town of Queensbury �
Building and Zoni napector
r^'
x c WN OF UEENS 13 LIR Y
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CIL
APPLICATI0M FOR
SEPTIC DISPOSAL PERMrr
I
DATE December 14 , 1989
LOCATION OF PROPERTY FOR INSTALLATION Corner Corinth Road and Bicr Hocin Road
Aviation Road Development
Owner's Name: Corporation Telephone: 793_-3808
Address: 113 Aviation Road. Queensburv , taw York. 12QQ
Installer's Name: Contractor n Telephone:
Number of bedrooms (residential only) �-, /A
Total daily flow (compute 2t 150 gal per bedroom) 47ec) 0 c0a " 64Ve; '
Topography: Circle one Flat Rolling Steep Slope % of Slope JJ
Soil Nature: Circle one Sand Loam Clay Other /'Depth: Z Z Feet
Ground Water: At what depth ? More than 22 Feet
Bedrock or Impervious Material: At what depth? More than Feet 1-OWN OF QUEENSBURY
22 RECEIVED
Percolation test: Circle one: not required required rate min. inch.
Domestic water supply: circle one: Municipal Well Other DEC ``' 1989
'' "1
If domestic water supply is a wel :Separation: Water supply from septic absorption A4094� TRA14 09e�) feet BLDG. & CODE DEP7:PROPOSED SYSTENT : Septic Tank (z) .4, 000 gal. ( minimum size : 1 , 000 gal.)
TILE FIELD: Each Trench feet/Total system length feet
SEEPAGE PIT(S): Number of 12 / Size each�8 feet by 12 feet
Size of stone to be used # 2 /Depth or Thickness {�dvcluG�t feet
I have read the regulation on the reverse side of this sheet anand agree to abide by these
and all requirements of the Town of Queensbu Sanitary' ' age Disposal Ordinance.
SIGNATURE OF RESPONSIBLE PERSON:
J
DATE: OVER
Septic System inspections :
A . All applications for septic system installation , alteration or repair ,
as required by the "town of Queensbury Sanitary Sewage Ordinance , shall
be submitted to the Building Department at least 24 hours before start
of construction and shall include a plot plan showing :
1 . ) the proposed location of the system
2 . ) location and distance to lot lines
3 . ) location and distance to structures
4 . ) location and distance to any water supply
5 . ) size and dimensions of all tanks , distribution boxes ,
the fields and / or drywells
Be No system shall be covered before inspection and approval by the
Building Inspector . Failure to comply with this requirement may
result in the uncovering; of the system by the installer and a fine
ut up to $ 250 . 000
C . An approved copy of the plot plan shall be available on the construction
Site . Failure to produce said plot plan at time of inspection may
result in an immediate work stoppage .
D . Should unforeseen problems during construction prevent proper installa—
tion , alteration or repair of an approved system , a new proposal must
bu submitted to the Qu�ensbury Building Department before further
construction .
Town of Queensbury
BUILDING and CODES DEPARTMENT
Bay and Haviland Roads
Queensbury , New York 12804
_lawn o/ Q" evnil ury
BUILDING and ZONING DEPARTMENT
Say and Haviland Road. R. D. 1 Box 98
Oueensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
5
NAME sC2 L.
LOCATION
DATE SI PERMIT
SOIL "TYPE - Sand - Loam - Clay -
Percolation Test Requi d7 YES - NO
Percolation rate - Min Inch
TYPE of SYSTEJ14 :
Absorption field , to't,,+y1 Length
Length of each.. trencrl
Depth of trenches !
Size of gravel --
SEEPAGE PITS{ er of) _
size- ft . X . ft .
Gravel size
PIPING : Size Type
Bldg * to tank
Tank to dirt . boat
Dist. box to fief" /pit
Openings sealed > YES NO Partial
LOCATION/SEPA�TT Cigs :
Foundation to t k ft
Foundation to a so Ption ft -
Absorption to l t I*ne ft .
separation of is ' ft.
LOCATION OF SY TEs'+1 PROPERTY (circle One)
Front - Rear - Leftide - Right side -
CCMMENTS :
F;WD art Q. .nr�KS f-
/1� AJ Z!) I
SYSTEM USE APPROVED YES 14Q
Bu ]. Idling Spector
Ol/86 rnd vl
�Jaw+rlr a� �+� eeresbure�
BUILDING and ZONING DEPARTMENT
day and Haviland Road, R-0. 1 BOA 98
Queensbury, New York 12801
1
SE TIC DISPOSAL SYSTEM INSPECTION
NAME 2l- Q
LOCATION
DATE IPERMIT NO
SOIL TYPE
Sand - Loam - Clay -
- NO
Percolati.o Test Req
uired? YES
Percolation rate - Min/Inch -
TYPE of SY'S
Absorption £ i ] d , total length
Length of eac t of trenc esrench
`
Depth
Size of graver'
SEEPAGE PITSaEN er of)
Size- ft. X '�ft. — --
Gravel size
PIPING :
Side Type
Bldg . to tank —
Tank to disc . box
Dist, box to field/lAt HO Partial
Opening$ sealed? YE'� ''
LOCATION/SEPARATIONS : '.
ft.
Foundation to tank € ft.
Foundation to absvrpt*on
ft.
Absorption to lot line --~ft.
Separation of pats
j,4)CATIf7N1 OF SYSTEM Og7 PROPER(.circle one}
Front - Rear - Left f s isle -- Right side -
CCMMENTS
�...L W a t2-1C• 1 S C1.r-� D�r2 G6,vT-1 u u ac,r�
6-
SYSTEM USE APPROVED YES NO
r�
Bui ding Snspe or
�I
01/86 and vl
_7 of Queerns6eerry
MENT
BUILDING and Zd Roa . R.D.F1 BOX 98
Bay and Hawifand Road. R.D.
York i28b1
Queensbury. New
SEPTIC DISPOSAL SYSTEM INSPECTION
t �
NAME
LOCATI
DATE &tj.,f� PERMIZI NO .
Sand iam - Clay - --�---
sclL TYPE YES - r�o
Percolation Teat Re irea?M ized?
Percolation . rate -
TYPE of SYSTEM: t tal length
Abgorpti on field
Length of each tren h
Depth of trenches
Size of ;raver
,� ITS-Et3umloer f� �---�-
SEEPAGE f t_
Size-
Gravel size � �- Size Type
PIPING :
Bldg - to tank ----�-
Tank to alst. box t
Dist. boa, to field/ 0 partial
gpenings Sealed4 Y S
LOCATION/'SEFA.RATIC UI S f t.
Foundaticin to tank ft.
Faanda'r•ion to absc rpt f t .
Absorption to lot lin
ft .
Separation o witSYSTEM CAN gpPERTY (circle one)
LOCATIC5t3 OFi e _ Right side
Front - Rear - Lef
�k
{� f
pzP �ue
SYSTEM USE APPROVED Y
Building Spector
01/86 ma V1
%3
down of Q"eensbury
BUILDING and .ZONING DEPARTMENT
Say and Haviland Road, R,0Q I Box 98
Queensbury, New York 12801 '00� f
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME .!
LOCATION
DATE ��IT� PERMIT NO .
SCIL TYPE - Sand - Loam _ C1dX -
Percolation Test Required? YES - NO
percolation rate - MinfSnchr _
TYPE of SYSTEM:
Absorption field , total 1 ngth
Length of each ttench
1)jepth of trenches
Size of caravel
SEEPAGE :,? ITS4Numer of)
Size- ft . X _eft_
Gravel size
PIPING : ize Type
Bldg _ to tank ti
Tank to tiist . box
Dirt. boy' to field/03.
openings sealed? YE NO Partial
LCC AT X ON/'S EPAR.A.T I C)N S
Foundation to tank ft.
Foundation to absc rp i f t -
Absorption to lot 1 ' e ft .
Separation of pits ft.
WCATION OF SYSTEM FRF ERTY (circle one)
Front - Rear - Lef side Right rifle -7
CCHMENTS :
SYSTEM USE APP VED NO
ilding ns ctor
01/86 and vl
SCUDDERENGINEERS & PLANNERS
ASSOCIATES
IC
December 14 , 1989 0
Brian S . Fear , P . E .
Director of Public Health
NYS Department of Health
21 Bay Street
Glens Falls , New York 12801
CARL R ' s CAFE
Corinth Road at Big Boom Road ( I - 87 , Exit 18 )
Dear Brian :
Two sets of plans for proposed improvements to the wastewater
system at Carl R ' s are transmitted herewith along with our
Engineering Report .
The design , of course , is based on our knowledge of the site ,
extensive experience with this and similar restaurant
establishments , the applicable standards of NYSDOH , and the meter
records of the Queensbury water Department .
It is apparent that improvements proposed vastly exceed the
original facilities constructed to serve The Copper Kettle .
Significantly , the allowable design absorption rate is currently
1 . 2 GPD/ SF whereas in 1973 it was 3 . 2 , representing an increase by
a factor of 2 . 7 in leaching area to handle a given discharge . A
determined effort is being) made to deal with the grease problem ,
even to the point of setting a third interceptor 90 feet or so
below the downstream septic tank . This is an expensive system as
you can appreciate - we do not want another failure .
Finally , I shall insist on a maintenance program that will ensure
that the tanks are cleaned as necessary to maintain optimal
performance .
Very truly yours ,
SCUDDER ASSOCIATES
Enginee s and Planners
e
Charles H . Scudder , P . E .
Principal
cc : C . R . De Santis
Attachments
13 Ridge Street • P0, Box 792 • {Glens Falls, New York 12801 • (518) 793-1475 • FAX (518) 793-6174
4
SCUDDER ASSOCIATES
Engineers and Planners
13 Ridge Street P . O . Box 792
Glens Falls , New York. 12801
December 14 , 1989
ENGINEERING REPORT
WASTEWATER DISPOSAL SYSTEM IMPROVEMENTS
CARL, R ' s CAFE
CORINTH ROAD AT BIG BOOM ROAD
QUEENSBURY , WARREN COUNTY , NEW YORK
CARL R ' s CAFE seats 135 patrons , is served by the Queensbury Water
District , and utilizes an on-- site wastewater system . The restaurant
opened at or about the summer of 1973 under the name of "The Copper
Kettle . " A year or two ago the establishment was completely
remodeled . it is now time to make necessary improvements to the
wastewater disposal system .
EXISTING WASTEWATER SYSTEM
The components of the wastewater system include a 1000 - gallon
grease trap for kitchen wastewater , 2500 -gallon septic tank for
sanitary sewage followed by a simplex lift station , and an array
of 8 ' diameter seepage pits that are S ' deep . The lift station is
necessary because the toilet rooms , except for a relatively new
handicap toilet on the dining level , are situated in the basement .
Over time the accumulation of grease has caused failure of the
absorption system . It seems at this point that the pretreatment
units , for a number of reasons , are i. nsuffici +ent even with good
maintenance practices .
WATER USE
Water is metered to the restaurant from the municipal system .
Average consumption from mid- January to mid-october , 1989 was
approximately 3300 GPD . Peak water use occurred on August 13th when
the consumption was 4990 gallons .
SOIL CONDITIONS
The Cafe is situated in a sandy area of Queensbury with a deep
water table . The absorption rate is in the range of 0 to 5 minutes
per inch and the there is no groundwater within 22 feet of the
surface . These findings have been corroborated frequently over past
years .
December 14 , 1989
ENGINEERING REPORT
CARL Ras CAFE
Page two of two
PROPOSED IMPROVEMENTS
Experience has shown that grease causes most of the problems with
restaurant wastewater systems . This is the case at Carl Ras . Hence ,
we propose a series of grease interceptors and two large septic
tanks as shown on the drawings with new and greatly - increased
leaching facilities . A final interceptor is situated near the
seepage pit system to allow a degree of cooling before wastewater
enters the tank for entrapment of any residual grease that may pass
the upstream pretreatment units . The leaching facilities will be
enlarged to handle 1 . 09 tames the peak daily flow measured in 1989
based on an absorption rate of 1 . 2 GPD per SF .
COMMENTARY
An addition to the restaurant is planned for 1990 amounting to 20
seats . An analysis of the relationship between water use and
seating shows that on August 13th of this year , the peak day for
water use , the consumption per seat was 4990 / 135 37 gallons .
There were 878 meals served an that day with corresponding water
use of 4990 / 856 - 5 . 8 gallons per meal . We believe the system ,
after improvements are completed , should be capable of handling a
daily discharge corresponding to 155 seats or 1 , 000 meals , the
anticipated future peak condition . On this basis , 155 seats will
produce a discharge of 5735 gallons on the busiest day of the year ,
or 1 . 27 GPD/ SF of absorption area .
The toilet rooms will be relocated to the dining room level in the
new addition with gravity discharge to the new septic tanks . If the
decision is taken to keep a toilet in the basement a new duplex
ejector will be installed with discharge to the manhole ahead of
the septic tanks . One final point : the wastewater system
improvements are imperative , and they are planned with the proposed
addition in mind . Obviously we shall have to keep the existing
septic tank and lift station in service until the downstream
construction is completed .
SCUDDER ASSOCIATES
Engineers & Planners
SCUDDER ASSOCIATES
Engineers and Planners
13 Ridge Street Po0a Box 792
Glens Falls , New York 12801
December 14 , 1989
CARL R ' s CAFE
Corinth Road at Big Boom Road
Queensbury , Warren County , New York
BASIS of DESIGN
PRESUMPTIVE Q - ( 135 SEATS @ 35 GPD/ SEAT ) = 4725 GPD
1989 WATER METER READINGS ( QWD ) - CARL R ' s CAFE
AVG DAILY WATER USE
1 / 17 - 4/ 14 2342 GPD
4/ 8 - 7 / 13 3980 GPD
7 / 7 - 10 / 11 3547 GPD
PEAK 1989 DAILY WATER USE
8 / 13 4990 GAL
8 / 20 4895 GAL
8 / 27 4334 GAL
SOIL ABSORPTION RATE - 1 . 2 GPD/ SF
PROVIDE 12 SEEPAGE PITS 8 ' DIAM x 12 ' DEEP , THEN :
TOTAL EFFECTIVE LEACHING AREA : ( 12 ) ( 3 . 14 ) ( 10 ) ( 1. 2 ) = 4522 Sr
DESIGN CAPACITY , Q = ( 1 . 2 ) ( 4522 ) = 5426 GPD
DES Q/ AVG Q = 5426/ 3290 = 1 . 65
DES Q/ PEAK Q = 1009
SCUDDERENGINEERS & PLANNERS
ASSOCIATES
David Hatin , Director
Building and Code Enforcement Office
Town of Queensbury
Town Office Building
Bay Road at Haviland
Queensbury, New York 12804
CARL R ' s CAPE
SEPTIC SYSTEM PERMIT
Dear Mr . Hatin :
Plans for improvements and reconstruction of the on-site wastewater
disposal system at Carl R. ' s Cafe were approved this day by NYS Department,
of Health , Brian S . Fear , P . E . We are transmitting one set of plans
herewith showing the stamp of approval .
We have completed the Application for a Septic Disposal Permit the form
for which was obtained at the Town Office Building , Buildings and Codes
Office .
Our check for the appropriate fee will be submitted as soon as we know
the correct amount .
Please advise if there are any further procedural matters that need to he
addressed. As you know, the existing system has failed and daily pumping
and hauling is necessary - at a very high cost . We want to pick up the
Building permit. ASAP after the variance is approved .
Very truly yours ,
SCUDDER ASSOCIATES
Engin s d Planners
char es H . Scudder , P . E .
Principal
cc : Carl R . De Santis
Attachments
13 Ridge Street • P.O. Box 792 * Glens Falls, New York 12801 • (518) 793-1475 • FAX (518) 793-6174
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8'-0" DRY WELL
8'-0" DRY WELL FOOTING
INLET
8000 GAL. SEPTIC TANK
3000 GAL. GREASE TRAP
RES
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REAR W
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FINISHED
FLOOR
- ELEV.
100.00
FIN. GRADE
IN PARKING
LOT
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PROFILE
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1 AM x 121
DEEP S
P.
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86
800
GAL. S.T.
3011 RCP
INVERT ELEVATIONS
84
INVERT IN INVERT OUT
G.T. 1 95.70 95.45
G.T. 2 95.35 95.10
M.H. 1 94.90 94.80
S.T. 94.70 94.45
2
M.H. 2 94.25 94.15
G.T. 3 93.23 92.98
D.B. 1 92.80 92.55
D.B. 2 & D.B. 3 91.60 91.35
SEEPAGE PIT INLETS 91.00 -----
EQUALIZATION LINES 85.00 85.00
80
0 20 40 60
WEIGHTS'
1080# FLAT SLAB TOP
(D 1933 N BQTTOM
2913 N TOTAL
3'-8" \
0esoped for AASM [A. H 20 lr Wj q
3n Impxt Self Pressure 1300 PCF.
#3 DISTRIBUTION
OUTLETS-13
4"0 I. D. KNOCKOUTS
80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400
HYDRAULIC PROFILE
V III = 21
H 111 = 20
BOX CAST IRON FRAME & COVER
CAMPBELL FOUNDRY CO
No 1009 FRNAE B COVER
1 0PNG. l
1, 1
1 COVER
2276 #
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1473 X PER FOOT
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BASE UNIT
14731 PER FOOT +
22460 FOR BASE N
1290 FOR LIP
STANDARD 4'-0" SECTIONS WILL FIT THESE UNITS.
CONCRETE R REINFORCING PER A S.TM C 478
THESE SECTIONS CANNOT BE USED WITH 'PRESS WEDGE GASKETS
PRECAST MANHOLE
SPECIFICATIONS — SEWERS & DISTRIBUTION PIPING
1) ALL GRAVITY BUILDING DRAINS AND SEWER PIPING SHALL BE 6"
DIAMETER, CLASS 52. CEMENT —LINED DUCTILE IRON PIPE WITH PUSH —ON
JOINTS FROM THE RESTAURANT TO THE DISTRIBUTION BOXES 2 AND 3.
2) DISTRIBUTION PIPING FROM D.B. 2 AND 3 TO SEEPAGE PITS,
EQUALIZATION LINES BETWEEN SEEPAGE PITS, SHALL BE 4" DIAMETER
SCHEDULE 40 PVC PLASTIC WITH TIGHT JOINTS SOLVENT —WELDED AT
COUPLINGS.
3) ALL PIPE SHALL, BE BEDDED ON COMPACTED SOIL AND SHALL BE LAID
TRUE TO LINE AND GRADE.
4) ALL SEWERS AND GRAVITY LINES SHALL BE LAID WITH LASER CONTROL
BETWEEN CASTINGS, EXCEPTING ONLY LINES 30 FEET OR LESS IN
LENGTH.
5) BUILDING SEWERS CARRYING UNSETTLED WASTES SHALL HAVE A MINIMUM
SLOPE OF 2%, OR 1/4" PER FOOT. ALI. OTHER SEWERS OR DISTRIBUTION
PIPING SHALL HAVE A MINIMUM SLOPE OF 1% OR 1/8" PER FOOT.
EQUALIZATION LINES BETWEEN SEEPAGE PITS SHALL BE LAID DEAD LEVEL.
CONCRETE CASTINGS
1) ALL GREASE TRAPS, SEPTIC TANKS, MANHOLES, DISTRIBUTION BOXES,
DRYWELL9 AND DRYWELL FOOTINGS SHALL BE OF CONCRETE SOE TO UNITS
MANUFACTURED BY FORT MILLER COMPANY, GREENWICH, NEW YORK.
2) ALL CASTINGS SHALL BE MANUFACTURED AND CERTIFIED TO SATISFY
AASHTO H-20 LOAD CRITERIA.
3) ALL SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS OF THE SEPTIC
TANK OR GREASE TRAPS SHALL BE FORMED OF 6" DIAMETER SCHEDULE 40
PVC PIPE WITH SOLVENT —WELDED JOINTS. ALL SANITARY TEES OR
BAFFLES SHALL BE SECURELY FASTENED IN PLACE TO PREVENT
DISPLACEMENT DURING CLEANING OR OTHER MAINTENANCE OPERATIONS.
4) CAST IRON FRAMES AND COVERS DESIGNED FOR HEAVY-DUTY SERVICE
SHALL BE INSTALLED AT THE INLET AND OUTLET ENDS OF THE GREASE
TRAPS AND SEPTIC TANK AND ON ALL MANHOLES AND DISTRIBUTION
BOXES. THE OPENING DIAMETER SHALL BE NOMINALLY 24 INCHES.
5) ALL CONCRETE CASTINGS SHALL BE SET DEAD LEVEL ON A BED OF f2
CRUSHED STONE NOT LESS THAN 6" IN THICKNESS.
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