1990-212 • • ';‘1•;, .e 4 4•r' 3 ..1 L., „L";,.•" L •"
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CERTIFICATE OF COMPLIANCE .
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
June 5 90
Date 19 _
c71(to! n
This is to certify that work requested to be done as shown by Permit No. qn-91
has been completed.
Wastewater system improvement
This structure may be_occunied as a
Location C24-
Amex Plaza, Route 9 & Weeks Road
Gibraltar Management Co.
• Owner
• By Order Town Board
TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
. .
BUILDING PERMIT
lv
TOWN OF QUEENSBURY No 90-212
WARREN COUNTY, NEW YORK o
F-+
PERMISSION is hereby granted to GIBRALTAR MANAGEMENT CO.
OWNER of property located at Ames Plaza—Route 9 & Weeks Road Street, Road or Ave.
in the Town of Queensbury,To Construct or place a Sewage alteration
at the above location in accordance to application together with plot plans and other information hereto filed andled
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
)-3
150 White Plains Road
Tarrytown NY 10591
2. CONTRACTOR or BUILDER'S Name Z
Sanitary Sewer Service
LT1
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3. CONTRACTOR or BUILDER'S Address
Luzerne Road
Queensbury NY 12804 CD
O
4. ARCHITECT'S Name
Scudder Associates CD
ro
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5. ARCHITECT'S Address
13 Ridge Street, PO Box 792
Glens Falls NY 12801-0792
6. TYPE of Construction—(Please indicate by X)
•
( ) Wood Frame ( ) Masonry ( )Steel ( ) N
rn
7. PLANS and Specifications
No. Wastewater System Improvements as per plot plan, specifications and
application. To begin April 27, 1990.
8. Proposed Use
Sewage alteration
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$ 35.00 PERMIT FEE PAID —THIS PERMIT EXPIRES -n 26 19 92
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.) - 0'
Dated at the Town of Queensbury this Day of April 19 90
SIGNED BY for the Town of Queensbury
Building and Zoni g Inspector
TOWN OF QUEENSPURY
APPLICATION FOR
,/SEA' DISPOSAL PERMIT
DATE 4 /2s1go
LOCATION OF PROPERTY FOR INSTALLATION WfiS. PL.4z.4 i �T 9 f k/e lcs 44.0, 6415$25,5,
Owner's Name: �«��?AIL MAJA. 1r�17 Co . -Telephone: q 14- - CP 31 — 6 Zoe)
Address: ISO w1E1-1E- FlAhd /Z0,p T-ZbiToW ill`(. /e sq 1
Installer's Name: S/1J)TA/Ly S A1Z- Telephone: 2 Z - 72 5 7
LuZP-,4 5A
Number of bedrooms (residential only)
Total daily flow (compute @ 150 gal per bedroom) 1 S D O P b
Topography: Circle one: 410 Rolling Steep Slope % of Slope
Soil Nature: Circle one and Loam Clay Other /Depth:.' 20 Feet
Ground Water: At what depth? 7 20 Feet
Bedrock or Impervious Material: At what depth? 7 20 Feet
Percolation test: Circle one:mot require required rate min. inch.
Domestic water supply:, circle
�eoo--ne:(Municipal� Well Other
If domestic water supply is a we1P
Separation: Water supply from septic absorption feet
PROPOSED SYSTEM: Septic Tank 4'460 gal. (minimum size: 1,000 gal.)
TILE FIELD: Each Trench feet/Total system length ' feet
SEEPAGE PIT(S): Number of e> / Size each (O feet by .8 feet
Size of stone to be used # 2 /Depth or 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 Disposal Ordinance.
SIGNATURE OF RESPONSIBLE PERSON: 0,--e t.) I ?"' °
DATE: 4/z4-1gp m�vann DDEF, ASSOCIATES
Engineer:;
OVER 13 Ridge Street P.O. B^_, 792
Glens Fails, New York 12801
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 $250.00.
C. An approved copy of the plot plan shall be available on the construction
site. Failure •to produce said plot plan at time of inspection may
result in an immediate work stoppage.
D. Should unforeseen problems during construction prevent proper installa-
tion, alteration or repair of an approved system, a new proposal must
be submitted to the Queensbury Building Department before further
construction.
Town of Queensbury
BUILDING and CODES DEPARTMENT
Bay and Haviland Roads •
Queensbury, New York 12804
Remarks:
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 12804.
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUES FOR IN ECTION ECEIVED II
NAME La� 16„atier C&
LOCATION C `
DATE lip PERMIT #
APPROVED
YES NO
FOOTING/PIERS
MONOLITHIC POUR FORMS
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH-IN
INSULATION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION:
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL PORCHES/STEPS
STAIRS-CLEARANCE & RAILS
PLUMBING FIXTURES/RELIEF VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS
GARAGE FIREPROOFING
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELECTRICAL INSPECTION
FINAL APPROVAL OF CONSTRUCTION
- OK TO ISSUE C/O OR C/C
A SIGNED CERTIFICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED!"
REMARKS: )t..6.4.)..0-v-2A
ik,p,003X
S --
ARRIVE J(*2 ) I d-
DEPART 11�2A5 j u1
INSPECTOR
f
_Jo n 4 Qu ensburu
BUILDI G and ZONIN DEPARTMENT
Bay and aviland Ro.d, R.D. 1 Box 98
Clue•nsbury, Ne York 12801
j
PTIC D ;SPOSAL S STEM INSPECTION
i
NAME 'iT >`� ;' . 41-" I
I
LOCAT I ONi M %,(-2;1--
i�DATE (�o-'$ - /�'ti2 PERMI � N0. C I 1�,� '' 1/ �
SOIL TYPE - 411D- Lo. - Clay -
Percolation Te Requ' ed? YES - NO
Percolation rat: - Mi ' Inch
TYPE of SYSTEM:
Absorption field tots length
Length of each t -nch
Depth of trenches '
Size of gravel_
SEEPAGE PITS{Numb:r oi) _ P)
Size- (, ft. X 44 fe.
Gravel size , 1,.-
PIPING: Size Type
Bldg. to tank _. __ -r),+ �
Tank to dist. box
Dist. box to field/._' a " SCbl +0
Openings sealed? ` NO Partial
LOCATION/SEPARATIONS:
Foundation to tank ft.
Foundation to absorptio`. ft.
Absorption to lot li e ft.
Separation 'of pits , ft.
LOCATION OF SYSTEM O PRO^ERTY(circle one)
Front - Rear - dit side Right side -
COMMENTS:
EQuAc.1'2cc� A Wgel, 4 9 cn 4-0
Side� €s4\ a
te;ttoto .. .,/tom `. N� &&,e- :11er i -< •
SYSTEM USE AP ROVED llip NO
Buildi, g Insp-:tor
01/86 and vl
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_Down. oI Queensbury 41;
BUILDING and ZONING DEPARTMENT
Bay and Hailand Road, R.D. 1 Box 98
Queensury, New York 12801
SEPTI
C DISPOSAL SYSTEM INSPECTION
.
NAME , (.10_ �-� d"
/ ` a; :
LOCATIONalc,C.II �f�/ `�
DATE LS/-36/ QG1 PERMIT NO. O -g7
SOIL TYPE - \ an i Loam -
Percolation Test tequirejClaY
YES - NO
Percolation rate i Min/ ch -
TYPE of SYSTEM:
Absorption field, total length
Length of each trench
Depth of trenches
' Size of gravel L
SEEPAGE PITS{Numbe f) _ C'°")
Size- (0 ft. )( Cis.ift.
Gravel size
PIPING: \ Sj ze Type
Bldg. to tank • �}(I&rI e)&
Tank to dist. box
Dist. box to field/pit
Openings sealed? / YES NO Partial
Y
LOCATION/SEPARAT ONS: !
Foundation to tank \ ft.
' Foundation to absorption ft.
Absorption to lot line ft.
Separation of ppits 1 ft.
LOCATION OF SYSTEM ON P12OPERTY(circle one)
Front - Rear -JLeft side- Right side -
COMMENTS:
4eCtAX.i1(0444 MiLril*LIAJ
g. 1` 1LLi
(I' w -,fo k- cove
c-rob -4= 0-14-k-- . ,
Laltoe, quAlni-s Cf44 9%410
STEM USEfAiPR SOVED YES NO
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GttSX.&
Buildin� Inspector
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CRITICAL ELEVATIONS
INVERT @ DRESSER COUPLING
91.2
SEPTIC TANK
INVERT IN
91.0
SEPTIC TANK
INVERT OUT
90.8
MANHOLE # 1
INVERT IN
90.6
MANHOLE # 1
INVERT OUT
90.4
MANHOLE # 2
INVERT IN
89.0
MANHOLE # 2
INVERT OUT
88.8
DISTRIBUTION
BOX INVERT IN
88.3
DISTRIBUTION
BOX INVERT OUT
88.0
SEEPAGE PIT
INVERT IN
87.5
TOP RING
80.5
BOTTOM RING
79.8
BOTTOM OF EXCAVATION
78.8
14
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OEPT" STORE
PLAN
w 8 9 � v a a 9 mw � x mv v 0 a 'OF a a � �
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GENERAL .NOTES_ b_ SPEC I F I CAT I ON_S
1. THE DESIGN OF THIS SYSTEM MEETS THE LATEST
STANDARDS BOTH OF NYSDEC AND THE SANITARY
ORDINANCE OF THE TOWN OF QUEENSBURY. THE
DESIGN BASIS IS RECORDED WATER CONSUMPTION
RECORDS. MINIMUM SEWER SLOPE SHALL BE 1%,
i.e., 0.010 FEET PER FOOT OF PIPE.
2. ARBITRARY DATUM IS ELEVATION 100.00 AT THE SW
CORNER OF THE BUILDING ON THE SW CORNER OF THE
CONCRETE BLOCK (PAINTED SPOT).
3. ALL CONCRETE CASTINGS ARE BY THE FORT MILLER
COMPANY, GREENWICH, NEW YORK FOR H-20
WHEEL LOADINGS.
4. ALL GRAVITY SEWER SHALL BE 6-INCH DIAMETER
CEMENT -LINED DUCTILE IRON WITH PUSH -ON JOINTS.
5. C.I. FRAMES 6 COVERS SHALL BE 24" DIAMETER
HEAVY DUTY.
i 6. ABSORPTION SYSTEM EQUALIZATION LINES SHALL
BE 6-INCH SDR-35 LAID DEAD LEVEL A MINIMUM OF
4 FEET'RELOW THE TOPS OF THE SEEPAGE PITS.
7. DISTRIBUTION LINES SHALL BE 4-INCH DIAMETER
SCHEDULE 40 PVC FROM DISTRIBUTION BOX TO
SEEPAGE PITS.
8. ALL PLASTIC PIPE SHALL BE BEDDED AND COVERED
WITH #2 CRUSHED STONE FROM 6" BELOW TO 6"
ABOVE THE PIPE.
9. COUPLINGS OR INCREASERS SHALL BE CAST IRON OR
DUCTILE IRON BODY FITTINGS.
10. SEPTIC TANK SANITARY..TEES SHALL BE SCHEDULE 40
PVC PLASTIC WITH FERNCO COUPLINGS WITH
STAINLESS STEEL CLAMPS FOR FIRM ATTACHMENT TO
PLAIN ENDS OF DUCTILE IRON PIPE.
11. CRUSHED STONE FOR THIS PROJECT SHALL BE CLEAN
#2 STONE FREE FROM EXTRANEOUS MATTER.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DISPOSING OF SPOIL OR WASTE PRODUCTS OFF SITE
UNLESS SPECIAL PERMISSION IS GRANTED BY THE
OWNER FOR ALTERNATE ARRANGEMENTS.
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TOWN OF QUEENSBUR
BUILDING & 1Q0DES DEp .-. 6'. S1AZE�� '
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REVIEWED BY,, //
DATE ' _Zm_ _ 0 DATE
APR IL 249199
SCALE:
1" = 4 0'
SHEET NO.
iORIZED ALTERATION OR ADDITION TO
UNAUTICUMENT IS THIS dOTNE NEW YORK STATE EDUCA ON LAW
7209
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24" I.D.
TAPERED PLUG (TYPICAL)
O�
8"
1 �
SEE
CHART
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6
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6"
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8'- 0"
51-
OF BAF
10"
SEPTIC TANK
17'- 0"
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-WAV- T1L47 P/lJ
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15 do J A e
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Ar
12 '
SECTION
J 1
TOP VIEW
SEEPAGE PIT DETAIL
TYPICAL
FOR ALL
3 INLETS
FRAME AND COVER
GRADE RINGS
(20, MAX)
(B' MN.) ;.
MANHOLE
STEPS. 12' O.C. le 01
.•
MIN. I
CONE SECTION
TV. M.N. JOINt
1
/ Wr .WALL THICKNESS
'D' DIA. PO TAM PER TABLE
RISER SECTION SLOPE TOP OF BENCHMALL Z' PER
FOOT. STEEL TROWL SMOOTH
ALL AROUINO
1
TYPICAL CONNECTION
BASE SECTION
12' MIN. ALL AROUND — — —
- MN.
CHANNl1 0"O B 'MAX. TO iNRST JOINT
_. CHANNn QDILL. ON UNSTABLE SU@QRMX
WHEN OROEREO BY ENCANEER
CRUSHED STONE OR COMPACTED SEWER PIPE NSTALL FILTER FABRIC
GRAVEL. SUBBASE 12' MIN. 4S ORDERED BY THE
ON EARTH. B' MIN. ON ROCK INGNEER
TABLE
OUTLET SEWER
PIPE SIZE 'D' am MON. -T' WALL, PM IM MIN.
B' THRU 24' 4 —0' S'
30' s-o' e'
NSHM DROP
PRECAST CONCRETE MANHOLE DETAIL
NO SCALE
-EXISTING GROUNC
ALL ITEMS DISTURBED TO SE RESTORED TO FULLLIMIT OF DISTURBANCE
0
NOMINAL JIAi2FT:
7
VARIES , e "RIES
Y
Q ALL TRENCHING SHALL MEET �.
m O.S.H.A. REQUIREMENTS \ i
\ ) ' BACXFILL WITH EXCAVATED
`.IATc1411AL UNLESS SELECTED
MATERIAL IS ORDERED
\ r) 3Y ENGINEER
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W �:. �. ••.�. �•. 0.- - 0 - -
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O , ' �. a o• j-- ITEM 7.2 CUSHION SANG
0 BEDDING INCLUDED IN 310 'RICE II � b 1 �, t I
•
C OF aIPE 7 D +
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!NO MECHANICAL TAMPING IN BEDDING —
!ZONE
'JNOISTJRSED EARTH OR ROCK
O.D :2 CRUSHED STONE Y.Y.S.D.t�.T
1 'I SIZE DESIGNATION t 3 02 MIXED
J
TYPICAL TRENCH DETAIL FOR GRAVITY SEWER
NTS
2'- 1"
3" TOP
4" BOT.
2'- 2"
NO LIQUID LEVELLERS
a
IN
CONCRETE: 4000 PSI
REINFORCEMENT: ASTM A615 - GRADE 60
ASTM A185 - GRADE 65
ENTRAINED AIR: 5.0% - 9.0%
MEETS ASTM C8W
V-0"xV-3"
TAPERED HOLE AND PLUG
tt"
N,-,_ OUTLETS
(13) 4" DIAM. KNOCKOUTS
WITH HIGH DENSITY
POLYETHYLENE PIPE SEALS.
#3 DISTRIBUTION BOX
.34"
25%"
I it COVER SHOWN
V �\N� (GRATE AVAILABLE)
7.,
�-- --22%" --�
HEAVY DUTY 2'- 0" FRAME AND COVER OR GRATE WEIGHT:
FRAME APPROX. 195 LBS
COVER OR GRATE APPROX. 155 LBS
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AN
GRATE �---- 30" ---� 3
SHOWN
(COVER AVAILABLE)
WEIGHT:
FRAME APPROX. 145 LBS
31'/." COVER OR GRATE APPROX. 265 LBS
32%"
36"
}
'HEAVY DUTY 2'-6" SQUARE RAMS & COVER OR GRATE
'THIS UNIT WITH COVER OR JRATE CAN FIT DIRECTLY ON THE 2'-6" SQ. CATCH BASIN.
Hetvy Duty Frames
with POnVers, Or Grates
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• V to •
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.A 6
Slat 6
DAT E
AP R I L 24, 1990
SCALE:
AS SHOWN
SHEET NO.
2