89-769 BUILDING PERMIT
TOWN OF QUEENSBURY
No. 89-789
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to Julia Burger `O
OWNER of property located at Hillman 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 and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is W
Same
m
2. CONTRACTOR or BUILDER'S Name
0
Not Known
3. CONTRACTOR or BUILDER'S Address
4. ARCHITECTS Name
3
70
5. ARCHITECT'S Address O
LL
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( )Masonry ( )Steel ( ►
7. PLANS and Specifications
N
No. 1000 gal . tank, 250' tile field as per plot plan, specifications,
and application. m
8. Proposed Use
c+
co
Sewage Alteration -1
J•
0
$ 25.00 PERMIT FEE PAID—THIS PERMIT EXPIRES October 5 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 Queensbury before the expiration date.)
Dated at the Town of Queensbury this Day of october 19 89
SIGNED BY for the Town of Queensbury
Building and Zoning Inspector
"OWN OF QLEENSBURY
- "
::;c ';------..<- try APPLICATION FOR
I, .ry `f—- 'r;,
4 ' ' f� `' SEPTIC DISPOSAL PERMIT
CEP ;
size.: cOOc
DATE 12:7189
LOCATION OF PROPERTY FOHTSTALLATION HI. ( iornAn dck-
4
Owner's Name:`,IU v \) Telephone: G JZ
Address: PC") ('\ 02_, ) CC F U F C._0 E_ j WI:
Installer's Name: l\Jd'[ SiLe 7E0 Telephone:
Number of bedrooms (residential only)
' Total daily flow (compute (d 150 gal per bedroom) 4 s
Topography: Circle one CD Rolling Steep Slope % of Slope
Soil Nature: Circle one: Sand Loam Clay Other /Depth: Feet (5 'e ?1a
k0
Ground Water: At what depth? 2_ Feet
Bedrock or Impervious Material: At what depth? Feet
Percolation test: Circle one: not required r'quir•. rate F3 min. inch.
Domestic water supply: circle one: Municipal Well Other Lc, Lc_
If domestic water supply is a well:
Separation: Water supply from septic absorption feet
PROPOSED SYSTEM: Septic Tank \ VC) gal. (minimum size: 1,000 gal.)
TILE FIELD: Each Trench s v feet/Total system length Z S v feet
SEEPAGE PIT(S): Number of —"' / Size each feet by feet
Size of stone to be used # /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 Sewpgge`Disposal Ordinance.
f //l
SIGNATURE OF RESPONSIBLE PERSON: Zi_eji___, h , e/2.J
DATE:_,L ±1 7/ ? '
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
BUILDINC and CODES DEPARTMENT
Bay and Flaviland Roads •
Queensbury, New York 12804
Remarks: •
Jouin of Queen Jur,
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801 3A,
3:3
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME ak /)
LOCATION N'/7 /,2
DATE )/// in q PERMIT NO. eV- 7 7T
SOIL TYPE - Sand - Loam - Clay -
Percolation Test Required? YES O
Percolation rate - Min/Inch
TYPE of SYSTEM:
Absorption field, total length a257O
Length of each trench c/o
Depth of trenches
Size of gravel oa
SEEPAGE PITS{Number of)
Size- ft. X ft.
Gravel size
PIPING: Size Type
Bldg. to tank �! Pie.
Tank to dist. box S4 .yo
Dist. box to field/pit i(" Sa63vrAlw
Openings sealed?' a) NO Partial
LOCATION/SEPARATIONS:
Foundation to,dank / . ft.
Foundation to/absorption /cro ft.
Absorption to lot line 070 ft.
Separation of pits ft.
LOCATION OF SYSTEM ON PROPERTY(circle one)
Front Reair Left side - Right side -
COMMENTS:
:
/oloo {
GJ ;7
244, r�/alp'
0230 -;.te Fed/ - ti' x/ot J
SYSTEM USE APPROVED 40 NO
Building Inspector
01/86 and vl
awn o/ QueeniAury
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME 5-edme0
LOCATION //,o iceii (1.::41'4'04
DATE /O /i7S PERMIT NO. V ( ' 1 1429
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 PITS4Number of)
Size- ft. X ft.
Gravel size
PIPING: Size Type
Bldg. to tank
Tank to dist. box
Dist. box to field/pit
Openings sealed? YES NO Partial
LOCATION/SEPARATIONS:
Foundation to tank ft.
Foundation to absorption ,' ft.
Absorption to lot line ft.
Separation of pits ft.
LOCATION OF SYSTEM ON PROPERTY(circle one)
Front - Rear - Left side - Right side -
COMMENTS:
Ok /oc > k
'� !•-cTh� f ffocl�
SYSTEM USE APPROVED YES NO
Bui ing Inspector
01/86 and vl
: t
i
/ rrl�rf�y
o Middle /� Hay �9 Kattakill BUFFER AREA VARIES BUFFER AREA .�
AS REQUIRED' AS REQUIRED
fIA DISTRIBUTION BOX Sheldon ¢ • `''
(BY FORT MILLER OR EQUAL)
Pant
STABILIZED FILL ABSORPTION � /� // • • „�•
(SPREAD IN 6 LAYERS) TRENCH
.: flay •`
h #tockhurst
❑ Assembly . �-
TOPSOIL do -' DR NA ABSORPTION TRENCHES S a
SEED Point ,p
.i
O O O O O 18" TO 24"
i�• Ilarris �• i a"" l
fAL
NATURAL GROUN _. y u'N
6 0 24 36 MIN T�0 GROUN
D
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ti Buy
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LEVEL WATER OR BEDROCK
Pt�ECT k p. �' •�. f ;
SITE
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SEASONAL HIGH WATER 30 -36 OF FILL TOPSOIL UNDER DISPOSAL340
REQUIRED
AREA TO REMAIN �° :�,, i�z 4 ? f
. . . . . .. . ..
NOTE:
BACKFILL SHALL BE GRANULAR IN Happy entity �..
CO
NATURE W/ 10%-20% PASSING
200 MESH stands �� °
4" PVC .SOLID MR 35
SEWAGE DISPOSAL FIELD IN FILL00
o 1/4• /FT. I�uN. :. 1,
N.T.S. : / _� "n am a72 O
,¢• � �� ..}� Bcayt z
TYPICAL LEACH FIELD LAYOUT s f
COVER W/ 2'-0»4# VENT W/ SCREEN •• :� \ H#t{
ACCESS EXTENSION f�.
AS REQUIRED / 11
EXNSTING GRADE
• • •• , ••. - --� - SITE L ATf0N-
.
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A
C
EXPLOSION PROOF ACCEPTABLE EXCAVATED MATERIAL
JUNCTION BOX a OR SUITABLE BACKFILL _ _ ---
LIFTING CHAIN
N LOCATE
0 0 TE SEP11C TANK AND
EFFLUENT PUMP I
POWER Nk ALARM SDR-26 FORCE MAIN
INSTALL ALARM To FIELD EIFLUENT PUMP TO FACILITATE HOUSE SHIVER CONNECTION, , .
IN HOUSE (1,000 GAL SEAMLESS) p
NOTE: PROVIDE UNION FOR • 4" PVC SDR3Ng
i'Fdrfv �ov
INLET FROM PIPE DISCONNECT CLEAN SAND O 1/4'/FT. MIN. _ Y
SEPTIC TANK —
BEDDING 1,000 GALLON „ .� �y {
INFLUENT BAFFEL GATE VALVE p a SEPTIC TANK
LLJ
ALARMCHECK VALVE . e PVC SDR26 �
FORCE MAIN ,r 9AOOt W �I 0
N
T W w N
PUMP " " /JWGALLON SEAMLESS no
TANK " PVC SDRZ6 FORCE MAIN w
N I
1'-Ci• O.D. 1 -O" c 8 M
PUMP "OFFOPIPE Lid ���rM� :•..,r
. W �� 1 A DISTRIBUTION
Box
FORCE MAIN THE CH DETAIL I t
3 SEALED MERCURY EFFLUENT.PUMP, 10, 230V, 1/3 HP, N.T.S. �
FLOAT SWITCHES GOULDS WE0312 (GL885)
(GOULDS A2-3)
• PROVIDE GOULDS A3-2012
CONTROLLER AND
GOULDS A4-1 ALARM
x 5 LATERALS o 50' EA.
x�_x- x -- }
EFFLUENT PUMP DETAIL LOCATION STAKE FINISHED GRADE APPROx LIMITS of FILL
N.T.S.
l
MANHOLE COVER MANHOLE COVER
BACKFILL FOR SETTLING
1171
RAPHIC SCAM'
T1C SEAL 30 0 98 30 00 120
INVERT OF INLET 2" ABOVE n
2 2 INLET , INVERT OU7LET I I _�
EARTH BAC KFILL Ate EARTH BACKFiLL JOINT ( IN I!'w )
a
r .-
aR s MW IIPER ,. uQui LEVEI. r,
PERFORATION
DISTR! TOR PIPE :. m
�z
CAULK JOINT CAULK JOINT T ( U
z sor ss Pvc SLOPE o 1/16"-1/32" PER FT. F OWN OF EENSBURY #
. . � a SITE PLAN Q
z SANITARY TEE c SANITARY TEE Q
N WASHED STONE OR i N
00 ": I
WASHED GRAVEL (3/4•-1 1/2•) � Zoning Adminis'ttator
GROUND WATER, BEDROCK, OR BAITLES MAY OE
24" IMPERVIOUS LAYER USED INSTEAD date �0.3` h` j
SANITARY
6• MIN. WALL THK. l
FOR POURED IN }. 1
PLACE CONC.
j?ES IGN DU►A
� � I
CROSS—SECTIONAL VIEW LONGITUDINAL VIEW DESIGN FLOW - 3 BEDROOMS (BR) X 150 GALLONS (GAL)/DAY-BR
0C4J
SECTION) — VIEW DESIGN FLOW - 450 GAL/DAY
PERCOLATION RATE USED 1"/10 MIN m O '
iv o EARTH BACKFILL APPLICATION RATE USED 0.90 GAL/S.F.-DAY Q m W
t- UNTREATED BUILDING - DISPOSAL AREA 450 Q"/DAY �_ _J .O �yJ
PAPER OR STRAW 2" MIN.
0.90 GAL/SF/DAY
4 PV
C SDR35CL
ASPH AUC
V
PERFORATED —7 SEAL pISPOSAL AREA 500 S.F.
T 1 ABSORPTION TRENCH LENGTH - 509 S.F. _ 250 FT. t
20 �
2 S.F./L.P.
INLET cy
—�
USE 5 TB S LATERALS 5 I S @ 0 T.
J
I
RI BOLTS TEST PIT
11 Is
0" - 24" TAN SILT SOME CLAY
c
ROOTS TO 24", MOTTLING @ 24" +
TRENCH PROFILE 240 - 36" GRAY CLAY, TRACE SILT r
NOTES: 1 DO NOT INSTALL TRENCH IN WET SOIL USE FORT MILLER " _
PLAN ! — VIEW 36 80 GRAY SILT AND CLAY (LAYERS OF EACH) j
2 RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL. PRECAST 1.000 SOME SHALE
3 END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. GALLON SEPTIC TANK
TOWN OF E BURY 1
4 SLOPE DISTRIBUTOR PIPE O 1/16" - 1/32" PER FT. 80" SHALE
TYPICAL CONCRETE SEPTIC TANK PERCOLATION TEST BUILDIV4G DEPT.
ABSORBTION TENCH DETAIL k REVIEWED BY
I
N.T.S.
N.fiS. 1"/8 MIN.
BATE f '
i
1
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