90-639 BUILDING PERMIT
TOWN OF QUEENSBURY X
No. 90-639
WARREN COUNTY, NEW YORK -
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PERMISSION is hereby granted to LAKE GEORGE BOAT CO INC
Brayton Road
OWNER of property located at y Street, Road or Ave. ►-a
alteration tic ti
in the Town of Queensbury,To Construct or place a Septic V
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
RR1 Box 1189
Lake George NY 12845 n
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2. CONTRACTOR or BUILDER'S Name
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Condon's Septic
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3. CONTRACTOR or BUILDER'S Address Co
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4. ARCHITECT'S Name
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5. ARCHITECT'S Address
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6. TYPE of Construction—(Please indicate by X) p
( )Wood Frame ( ) Masonry ( )Steel ( ) a
7. PLANS and Specifications
No. Septic alteration as per plot plan, specifications and application
includes two - 750 gallon tanks with pump.
8. Proposed Use
Septic system m
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$ 35.00 PERMIT FEE PAID—THIS PERMIT EXPIRES September 24 19 92 _
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(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the a,
town of Queensbury before the expiration date.) c+
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24th September 90
Dated at the Town of Queensbury this Day of 19
SIGNED BY . 'T 2 °d for the Town of Queensbury
Building and Zo ng Inspector
TOWN OF QUEENSBURY 5
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APPLICATION FOR
SEPTIC DISPOSAL PERMIT /,,/R�I
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DATE V?.e://9°0
LOCATION OF PROPERTY FOR INSTALLATION R,2,147T,V 2d 14f67V.5✓5Y
Owner's Name: e, GUI /J / 4/F Telephone: — '_G J
Address: Q't / 3F f 4-1 A4L-g C,- f / /• /. 124-47f
Installer's Name: S'/ 7`E'_- Telephone: s /7 c—
Number of bedrooms (residential only) /%I //-
Total daily flow (compute ld 150 gal per bedroom) ,' 1�'�/j2
Topography: Circle one- Flat Rolling Steep Slope % of Slope
Soil Nature: Circle one: Sand Loam Clay OtherCe,fl' '"' /Depth: Feet
Ground Water: At what depth? / Feet
Bedrock or Impervious Material: At what depth?Q 'f 2 i` Feet
Percolation test: Circle one: not required equired rate min. inch. -
Domestic water supply: circle one: Municipal Well Other "Nit • VVIVIF:mac_
If domestic water supply is a well:
Separation: Water supply from septic absor•tion ,'V/ feet
PROPOSED SYSTEM: Septic Tanko?' . 750 gal. (minimum size: 1,000 gal.)
TILE FIELD: Each Trench - /Tota sy m ngth • feet
A
SEEPAGE PIT(S): Number of / ' ze ach feet by feet
Size of stone to be used # /Depth •r Thickness feet
*************************
I have read the regulation on the reverse side of this sheet and agree to abide by these
and all requirements of the Town of Queensbury Sanitary Sewage Di sal Ordinance.
SIGNATURE OF ESPONSIBLE PERSON: 4,--r-el'
DATE: 2 01 %)
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,
tile fields and/or drywells
B. 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
of up to $250.00.
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
be submitted to the Queensbury Building Department before further
construction.
Town of Queensbury
BUILDING and CODES DEPARTMENT
Bay and Haviland Roads
Queensbury, New York 12804
Remarks:
TOWN OF QUEENSBURY
531 BAY ROAD
� j QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED
NANE)A14 ete-0/&(r Lou-i
LOCATION 5 a2c,-/r 4J )24) -DATE 4241/492:._ PERMIT# C10-‘57
TYPE OF STRUCTURES29pc-AL i <NTICaL/S
RECHECK
FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE)
FOOTING FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC
INSULATION _WOODSTOVE/FIREPLACE
REMARKStS-L--O /iX/4L C LLGrn'�L
APPROVAL
N/A YES NO
CHIMNEY HEIGHT/LOCATION
B VENT/LOCATION
PLUMBING VENT
ROOFING
SIDING
DECK/PORCH/STEPS/RAILINGS;
RELIEF VALVES
FURNACE/HOT WATER OPERATI94G
INTERIOR TRIM/PRIVACY D00R5
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
DOOR CLOSERS
BATHROOM FANS
ALL PLUMBING FIXTURES OPERATING
GARAGE FIRE PROOFLNG
DOOR CLOSERS
OTHER FIRE SEPARATION
FIRE/DEMISE WALLS.
FINAL ELECTRICAL
OK TO ISSUE C/O OR C/C
COMMENTS:
/gl f w - Sao'`f / p-i 1
ARRIVE
DEPART
INSPECTOR
awn of Queen.ihur,
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECCTION
NAME r p OLr(�j ILJ [
LOCATION 4146/p4/77/7 /l {
DATE,,,Q /9/ PERMIT NO. 90 _63 J
SOIL TYPE - Sand - Loam - Clay -
Percolation Test Required? YES - NO
Percolation rate - Min/Inch
TYPE of SYSTEM:
Absorption field, total length
Length of each trench
Depth of trenches
Size of gravel
SEEPAGE PITS{Number of)
Size- ft. X ft.
Gravel size
PIPING: Size ype,<'.
Bldg. to tank
=
Tank to dist. box q Iry
Dist. box to field/pit till
sealed? YES NO rtial
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LOCATION/SEPARATIONS: t
Foundation to tank it
Foundation to absorption 'ft
Absorption to lot line / ft.
Separation of pits / ft.
LOCATION OF SYSTEM ON PROPE TY(ci cle one)
Front - Rear - Left side - ight ide -
COMMENTS: / t
,
SYSTEM USE APPROVED \\ NO
Buildin nspector
01/86 and vl
FORT MILLER
THE FORT MILLER CO. INC
'04
750-1000-1250 Gallon
Seamless Septic Tank
24" TAPER� LEj. I;LUG
(Tr�P�I CA L)
450
4" -! 1250 GAL.
750 GAL. 1000 GAL.
' N 4S. _ - 4'-5" 57-01/2"
-`, /e
_ , _.
5'-5" ‘10
3„
11"' (91 •1/4
1
44': 4'-8"
1000 GAL.
5'-1" /e 8'-81/2"
750 GAL.
4'-5" 7'-11"
4'-0" 1250 GAL.
LIQUID LEVEL 10'-2"
4 HIGH DENSITY POLYETHYLENE
PIPE SEALS PROVIDED AT ALL PIPE
CONNECTIONS SHOWN.
3"
CONCRETE: 4000 PSI TANK
REINFORCEMENT: ASTM A615-GRADE 60 SIZE WEIGHTS, LBS
ASTM A185-GRADE 65
ENTRAINED AIR: 5.0%-9.0% GALLONS TOP SLAB BOTTOM* TOTAL
MEETS ASTM C890 --�---'` -'''
C750 1733 6458 8191 ,
1000 2173 7436 9609
DESIGN CASE 4 1250 2643 8443 11,086
(NON-TRAFFIC)
*INCLUDES BAFFLE
10/89 B-5
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R a
Bc4G
7" GAL
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REVIEWED Cwly —
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DATE v�
SEP �99n
SCALE: f O APPROVED BY DRAWN
DATE:
6'j 0,96Z ,6 0,9T CO, INC.
DRAWING NUMBER
xTE1.eDMEPasr 18Ae-16
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