92-479 A►
BUILDING PERMIT
TOWN OF QUEENSBURY o
No. 92-479 •
WARREN COUNTY, NEW YORK 1-1
PERMISSION is hereby granted to Joseph & Marie Koenig w
OWNER of property located at Hanneford Road Street,Road or Ave.
in the Town of Queensbury,To Construct or place a Septic 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. 0
1. OWNER'S Address is 40
ga
116 Andrew Street
Kingston, NY 12401 H
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2. CONTRACTOR or BUI LDER'S Name
Rae
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3. CONTRACTOR or BUILDER'S Address fp
4. ARCHITECT'S Name
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5. ARCHITECT'S Address a.
6. TYPE of Construction—(Please indicate by X)
( 1 Wood Frame ( ) Masonry ( )Steel ( ) fD
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7. PLANS and Specifications
No. Installation of a 4000 Gal Septic Tank as per plot plan specifications
et
and application
8. Proposed Use
0
Septic Alteration
$ 25.00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 11, 1994-
(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 August 1992
SIGNED BY
\ �,t,% for the Town of Queensbury
Building and Zoning In r
TOWN OF QUEENSBURY
OF QUEENS8 =
BUILDINGS CREPT, ` ECE!VF'D
`i � REVIEWED BY AUG ; j
p figLICATIO DISPOSAL PERMIT Permit # 72- 7.7'
FedL. d <:
- PT
Date: 4 ,/ /q 9_ Reviewed By
LOCATION OF PROPERTY FOR INSTALLATION: /_1-AAlfr'e F0t.e h PO
Owner's Name: YOS °I .-f- 1/ te j-e- ) "o 2A) /9
Owner's Mailing Address: / / ( / / )ge `-rT` Kiiv9I-Tvia, N (11 4A2 f
Installer's Name: Phone #:
Number of bedrooms (if residential ): ( )--,) s6ONAie
Total daily flow (residential-compute @ 150 gal . per bedroom):
Topography-Circle One: Flat Rolling Steep Slope % of Slope
Soil Nature-Circle One: Sand Loam Clay Other / /Depth:
Ground Water-At What Depth? Feet
Bedrock or Impervious Material-At What Depth? Feet
Percolation Test-Circle One: Not Required Required/Rate Min. Per Inch
Domestic Water Supply-Circle One: Municipal Well Other -1*) LA- -
If domestic water supply is a well -
Separation: Water supply from any septic absorption feet
. v L o / i /0 Tell 4,0" kkr
PROPOSED SYSTEM: Septic Tank gal . (Mini m size: 1,000 gal . )
Tile Field: Each Trench feet//Total System Length feet
Seepage Pit(s): Number of / Size each: ft. x ft.
Size of Stone to be used: # / Depth or Thickness feet
**************
HOLDING TANK SYSTEM IF REQUIRED
No. of Tanks I Size\of Each C®D Gal .
Alarm system and associated electrical work to be inspected y a certified
agency.
****************
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.
,---7------7SIGNATURE OF RESPONSIBLE PERSON: ' DATE: _th74/421--
11
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 installation,
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 & Code Enforcement
Department
531 Bay Road
Queensbury NY 12804
Remarks:
Sheep 104 2
PRATT SEPTIC SYSTEM
SHALLOW TRENCH SYSTEM
HANNAFORD ROAD
TOWN OF OUEENSBURY, WARREN COUNTY, NY
Notes.
1. The bottom of all trenches shall not be above original usable soil and trenches
should be preferably be at least 6 inches below original grade.
2. The useable fill should have a percolation rate similar to but not faster than the
usable soil percolation rate.
3. The maximum depth of usable fill plus six inches of topsoil shall not exceed 30
inches.
4. A minimum three foot separation must be maintained between the bottom of each
trench and all boundary conditions (i.e.: bedrock, seasonal high groundwater and
impermeable strata).
5. Trench bottoms shall be level. All trenches shall be parallel to ground contours.
6. On sloped surfaces sites, a diversion ditch shall be constructed uphill from the fill
to prevent surface runoff from entering the fill.
7. The fill shall extend at least 6 feet beyond the ends of the trenches before starting
the 1 on 3 edges of fill, necessary to intersect the original ground surface.
8. A conventional absorption field system(i.e., trenches with distribution lines and
aggregate) as depicted in the original plans and attached diagram shall be
constructed in the fill and original soil.
9. All trees and stumps shall be cut at grade and removed. Other vegetation(i.e.,
brush, vines, weeds, grass) shall be cut as close to grade as possible and removed.
All leaves, limbs and boulders above grade shall be removed. Root structure below
grade should not be removed. Heavy equipment shall be kept out of the absorption
area.
10. Percolation tests of the in situ fill material (i.e., at the borrow pit) shall be used to
assure that the permeability of the fill material is compatible with the existing soil
permeability rate.
7/12/01 21,a. ' 14
cLee
PE 57,o84
I:
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DISTRIBUTOR IN AGGREGATE-FILLED TRENCH SLOPED
r 1/16 TO 1/32 INCH PER FOOT. Li D
II
PERMEABLE GEOTEXTILE UNTREATED BUILDING O a
PAPER,OR 4'OF HAY OR STRAW OVER AGGREGATE. '-H a
pC,�
7 D IV x
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6'MIN. si I 4'MIN. Ai � o gS
-0'TOPSOIL x Z'OM >
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ORIGINAL \\ d d q° G a o �° . G A - G° \ \ 1 Z IV p
GRADE �\4,14 41eq �ladgO4q 18-30" 64gOeq USABLE FILL �1�7�� �O
! x/x, d/ vapno G dd to G v4�o°aG W"< XI m
/tv �2`MAX MIN •USABLE SOIL 03 70
Y / / / -80 MIN./INCH PERCOLATION RATE V
tO V F, r
GROUND WATER,BEDROCK.OR IMPERMEABLE STRATA CO N
•
NOTES: BOTTOM OF ALL TRENCHES SHALL NOT BE ABOVE ORIGINAL USABLE SOIL AND TRENCHES SHOULD
PREFERABLY BE AT LEAST 6'BELOW ORIGINAL GRADE.
USABLE FILL SHOULD HAVE A PERCOLATION RATE SIMILAR TO BUT NOT FASTER THAN THE USABLE
SOIL PERCOLATION RATE. C4
MAXIMUM DEPTH OF USABLE FILL PLUS SIX INCHES OF TOPSOIL SHALL NOT EXCEED 30 INCHES. 8 2 2
.............
....... D m r m W
TRENCH BOTTOMS SHALL BE LEVEL.TRENCHES SHALL BE PARALLEL TO GROUND CONTOURS. m2
z
ON SLOPED SITES,A DIVERSION DITCH SHALL BE CONSTRUCTED UPHILL FROM THE FILL TO PREVENT • tni 00 °
SURFACE RUNOFF FROM ENTERING THE FILL. Q J
FILL SHALL EXTEND AT LEAST SIX FEET BEYOND ENDS OF TRENCHES BEFORE STARTING 1 ON 3 EDGES OF • l D
FILL.
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SiENERAL NOTL,q ,��
1) THE HOLDING TANK SHALL BE A , WITH A W PRECAST CONCRETE. u R c
SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT SEALANT j ' ` • �.� ' •`
MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THF. TANK
Ski ALSO BE EQUIPPED WITH A TWO-PHASE ALARM SYSTEM. REFER t} ,^
TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS
REQUIRED. 1• y �„Ir ; AkM,.�. ws "
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2) HORIZONTAL'SEPARATION RI STANCES FROM WASTEWATER SOURCES, AS A r b &x yl n s.•.,.[ �` �orrisBoy.:,.'., °n o� .: p•s�_ •�
PRO\'7DED FOR IN APPENDIX A, TABLE I, MUST BE MET. THE `JT`V{ 4S- ° ,.\O,�• •all
'
SEPARATION DISTANCE REQUIRE[) FOR HOLDING TANKS SHALL AE THE
SAME AS NF'QIIIRFD FOR SEPTIC TANKS. • +� +•.v +, N{esnyn `� >1
3) THE HOLDING TANK SHALL HE ACCESSIBLE: FOR A PUMPING VEHICLE. `/ �: {
EVIDENCE OF AGREEMENT WITH A LICENSED PROFESSIONAL HAULER •. s. T C,
FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF �{ Y ' RZNN'
INSTALLATION. �IS t r >'t. °r `•N a
41 THE FOLDING TANK SHALT,HE RF•MOV ED OR FILLED WITH AN INERT 'ss �•47��`
MATERIALIF' ABANDONED OR WHEN PUBLIC SFWF.RS ARE INSTALLED.
5) THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS:
THE
471
ia }6
WHEN THE LEVEL OF THE HOLDING TANK REACHES 50% OF THE USABLE WOODED AREA /`, ;I i ( - /� t `/�J,' 3 ' , < „ $ ,>` w•rsw,
LEVEL IN THE TANK, THE YELLOW LIGHT SHALL INDICATE 'TANK
NIGH LEVEL'. WHEN THE LEVEL OF THE HOLDING TANK REACHES L. / \
i
100\ OF THE USABLE LEVEL IN THE TANK. THE BUZZER WILL SOUND,
THE RED LIGHT SHALT, FLASH TO INDICATE "TANK SHUT OFF LEVEL" ` ` I �\ \ �' NOR FM OUEENSBURY
AND THE SOLENOID VALVE IN THE MAIN WATER LINE SFIALI. ENERGIZE ( ) ( 3 F ; �„ { t '- "` El/ERGEKCY SOtlAO
AND CLOSE TO PREVENT ANYMORE WATER FROM ENTERING THE / /--
3�1 3�z > ��
RESIDENCE. THE PUSHBUTTON MAY BE USED TO SILENCE THE
lU2 lilt
ZER. TN E: SYSTEM SHALL RESET ONLV AFTER THE HOLDING TANK ` T P.-2 16 TO / �•1 ,� �
IS PUMPED DOWN TO BELOW THE ACTUATION LEVEE. OF THE LEVEL 7 '' 3 I r �l ' , / '•'� BEDROCK /•''� '' '.--� •,.
SWITCHES. 3JO Q �9 t 6) FLOAT SWITCHES SHALT, HE DIRECT-ACTING, NORMALLY OPEN, ( ` / F( `l /
_ n
SUSPENDED, WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN THE
LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL, AND DF.ACTUAT / c
E S s - �.
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W 1 NEN T LIQUID i HE D LE
VEL E 4 L FA
LLS I S 1' BELOW
B O T NL AC I TUA TT F ON LEVEL.TCH
_
FLOAT IN MUM.SHALL OPERATE AT 120V M NITH A PILOT DUTY OF V+� `� �� ( / •� ��` J -/, \ / / =\ I s I '
WHEN MINIMUM. CONTACT SHALL BE NORMALLY OPEN, LE., CLOSE
WHEN FLOAT RISES ABOVE ACTUATION LEVEL. THE FLOAT SHALL BE / ( �I/, r •/./ {F /�J iZ�f,
ELEMICALCTRIC RESISTANT POLYPROPYLENE CASING WITH A FIRCABLE
SHALL
BONDED 1 ..� PARKING
ELECTRICAL CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE / / / ! AREA
PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, AND / / / I /
THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATER / / /
TIGHT AND IMPACT-RESISTANT UNIT, GOOLD TYPE A2-3 OR
EQUIVALENT.
7) THE FLOAT SNITCH WIRING SHALL BE TERMINATED IN A NEMA 4X {�•'., � � � / / I / � � � / / /
JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL WIRING
FROM THE t•LOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM u
PANEL SHALL BE.INSTALLED UNDERGROUND IN ACCORDANCE WITH THE
LATEST EDITION OF NATIONAL ELECTRIC CODE AND ALL STATE AND
LOCAL CODES. WIRING SHALL BE 3112AWG. TYPE THW OR THWN, J. �.... -!'"' wry._ j 1 � TFP-.3 18 TO !
CONDUCTORS IN A 1" PVC CONDUIT. ONE LEVEL SWITCH SHALL BE �•'�"" BEDROCK I
ACTUATED WHEN THE TANK IS AT 5011 OF THE USABLE CAPACITY TO •F :y - �� /
INDICATE A NIGH LEVEL. THE SECOND LEVEL SWITCH SHALL BY. �- iPEC.00ATE.D ..'•• �.,•,, ,y �/
AC IZ TUATED WHEN THE TANK IS AT 1001 OF THEUSABLE CAPACITY TO
INDICATE A SHUT OFF LEVEL. W,4z~,4 7
8) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120VAC WITH I STORY
CONTACTS RATED FOR 5 AMPERES CONTINUOUS. NUMBER AND TYPE: OF' \CON WOOD FRAMETACTS SHALL BE AS SHOWN, SQUARE 'D' 8501 TYPE RS-14 OR ,2?' \ /
EQUIVALENT. PROVIDE A RELAY SOCKET' To MATCH THE CONTROL
R F.LAY FII RNI Ski
ED. I " I
9) THE ALARM LIGHTS SHALL HE 120VAC PILOT LIGHTS NITH A DOMED
PLASTIC LENS. THE 'TANK NIGH LEVEL" LIGHT LENS SHALL BE '`: �: ,;a;:��::;.fv::< � /
YELLOW S DARE 'D' KIi TYPE: K OR EQUIVALENT. �` \ -�
r�
G YPL QU VALENT. THE TANK r 3 II
SHUT OFF LEVEL' LIGHT SHALL BE SUPPLIED WITH A FLASHER AND A T-F_� -" .>r` ', '::i T P-I 2 0 �
y \ \ \ Q
REG LENS, SQUARF. 'D' KPE'1R9 TYPE R OR EQUIVALENT. ` ,,.r` J. e!'r .'�.•'� TO BEDROCK \ /
10) THE BUZZER SHALL BF. 120VAC. HEAVY DUTY, ADJUSTABLE VOI,IJMF ` ,2
E UWAADS ADAF7 ABl122F.R, TYPE 310A-NS OR EQUIVALENT. -y{D
11) PROVIDE A NORMALLY OPEN, 120VAC, NON-ILLUMINATED PUSHBUTTON. rY•'r / / \ // / \ \ \
THE PUSHBU
TTON SHALL HAVE A FULL GUARD, SQUARE 'D' KR1UH5 't-- """ \ \ REPLACE IN KIND
TYPE K OH EQUIVALENT. '-.•' \ / . / \ �// /
12) S4iTHE RELAYS, REHEAT SOCKETS SNALt. BF. MOUNTED IN A GENERA!. O „+'' - \ / • ' \ / / 6.
f� \ \ \ �•""Er'• '!{ i I t: yy
P[IRPOS F. NEMA 1 ENCLOSURE. THE ALARM LIGHTS, BUZZER AND THE �Q�sEO 900D
BUZZED SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF [I \
T I1E ENCLOSURE, PAOVI DEALL NECESSARY 'MATERIALS, I.E.,
TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL ; / �'� / / / / — -
DEVICES. THIS ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE I.� / ��
WITH THE FOLLOWING DESCRIPTION 'HOLDING TANK LEVEL ALARM 11 74,
SYSTEM". PROVIDE PLASTIC LAMINATED NAMEPLATES, WHITE �
T'NROUGH TO BLACK CORE, OVER EACH DEVICE. NAMEPLATE 3� �/�••• (�
DESCRIPTION SHALL HE AS INDICATED ON SCHEMATIC. ALI, WIRING "'•""+'•+,.,h / / / / / / / � � / / // / — � \ \ � \\ l Fry #
IN THE HOLDING TANK LEVEL ALARM SYSTEM CONTROL PANEL SHALL
BE INS TALLED IN A NEAT AND WORKMANLIKE MANNER. A COPY OF '3/r3
THE SCHEMATIC AND SEQUENCE OF OPERATION SHALL REMAIN WITH -'"'--•-�. / / / 1 / / � / � \ Y i• % }'' '\ ,Yi ///` /-�
CONTROL PANEL. THE ENCLOSURF. SHALL BE MOUNTED IN A SUITABLE
Ir
Z \ / / ' ! / / / / \ \ I "•� 1 }'' W//-�P�MF.A (...0 vErQ
LOCATION IA THE kES7 DENC F.. 3qI\ •..„,•, +••� \ \ ` / / / / / / / � _ _ _ — _ \ \ ` _ \ {, ` \
13S THE SOLENOID VALVE SHALL BE A NORMALLY OPEN !ENERGIZE To / \ \
CLOSE) VAI,vF., 120VAC AND SHALL BE INSTALLED IN THE RESIDENCE. Q �c-�� '
INCOMING MAIN WATER LINE. THE SIZE Of THE VALVE ORIFICE \ \ / / AeOvfi Eo GR/NpER /
SHALL CORRESPOND WITH THE PIPE DIAMETER OF THE WATER LINE. L� r •�," I '�'�
WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE (SEE �TA/L) / } [ \ •�• ' '" ~`'
/ ( 3 ( _�.E'ofi�sE17 2�fG �E/►q�J/ry — 4 a, "r �`'LATEST EDITION OF NATIONAI. ELECTRIC CODE.. \ lF yy
10 THE HOLDING TANK SHALL BE INSTALLED ACCORDING TO ALL � \ \ \ � � � ( � � 1 � .� / / \ \ \ � \ \ \f , ••: �•I'C •1 1y F � � �i \ Q
APPLICABLE L(K:AL AND STATE STANDARDS. \ \ \ \ \ \ -r .'! 'r\,-,��.„I k• -.> .� gr' 1'3cLvgN :5 �\ ��/
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340
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LASE EO�PGE
WATER E4:E✓. 3/9.00=�
3(07
24" TAPERED HOLE
io
I I b PLUG TYPICAL
9
E7C/-V 7 ,VG h/45 LC C=
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140 1 STORY cli
WOOD FRAME
W
TYPICAL L.16r
5EE FOR ALL
CHART O 31NLETS
2"VENT 12( VAC
7.1NK •O, I \\
0 -1 CM LEVEL I \\ \\
I fLOAr 1
1 \ A
\ 11
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2"SCH 40 PVC FLUA7 2 CR TANK SHIN CFF
DISCHARGE PIPE LErEL RELATA 1
SHUTVOFF IT-i
CRI LE'JEL �\ /
211 /1/NOG E w/ Co✓E.e 5 OF BEAM
B'-0' S' 10' IN 9 IATE ONLY �j L2 E
i8 SINGLE PIECE,l4 GAUGE STEEL COVER TANK $
1/,r TPSO/L 4d 5EEo / SHUT CFF
J; 'p GRI CR2 LEVEL
�.,I' >` •i,A~ ,I�^ I' ��'. 1 ALARM SILENCE'
.'o' ':a o d. •,�':', _ q�z r — _ 8„ ON THREE SIDES. IL
u/ -� C R ALARM SI LE N E INLET KNOCKOUTS PROVIDED FOR 6"PIP
`- �' I` • 2" CR2 CRI 2 RELAY
OUTLET TO ACCOMMODATE ' C1 I
-R1 MAIN WATER LINE
SvL ENO 1L)
RATRD ACTUAL INTEGRAL INTER;�,. .'...,, _ ,._,; . ;-�.•. _ LEGEND
CAPACITY CAPACITY LIQUID TOP MEDIATE BASE OVERALL HEIGHT TOTAL WEIGHT
^,K A: c GALS GALS LEVEL HEIGHT HEIGHT HEIGHT INSIDE OUTSIDE LBS TONS
r •., n
A� `�^Y ;•w.* i FLOAT SWITCH CLOSES- - 1
3-0 -- - 3-O' 6=0 7-O' 45 00 2 2.7 1
ON RISING LEVEL
WOOD 17 "
30" 4' DIN. INLET CONNECTION
�. 9O Q �C.CON ( 'R 1 CONTROL RELAY
�� J
A j'w-; CD�t/G. /7000/NG T/��C 18' x 30 POLYETHYLENE BASIN 0 }.
3500 Gallon z
�� ALARM LIGHT - YELLOW � �.
ti \
?. PUMP-SEE DESIGN NOTE n Heavy Duty Holding Tank
6• REE.u,eIR6 a �•, ,' � 1 "' LAX/ST�i✓G .�EO6E FOR SPECIFICATIONS. -\; F. °.EARN LIGHT RED
7LR',64TEO Phil w/
70 rQE7�ivcs/4�n/(T `
PvMP SHALL �3E
08 g077ER At.el.
/4900EL 141GL 20-,Z/ 67RIA"DER I=LSH B 73N SA17C.1
o -c NORM AILY UPEN
PUMP kI/3 /R}" /MPELLZ R
16" ABE / G . . .M � -i :LVE BY: DATE:
L SOL V REV.: NOTE:
' FAIL OPEN
A 7- 70 ,9* TITLE:
MIN.S7Gbt/E y K O E N I G RESIDENCE _
�TyP')
CONCRETE HOLDING TANK
SEWAGE PUMP SYSTEM
S _
N.T.S. LEVEL ALARM SYSTEM SCHEMATIC DIAGRAM , r SEWAGE DISPOSAL DESIGN _
AUG 0 61992 MORSE ENGINEERING
' 99 LOWER DIX AVE.
/ �/ NO•Z G2c/sf/EO STONE
LEl2`�/rt/G /4�4TF�P/�fL ''' TOWN OF QUEENSBURY-WARREN COUNTY-STATE OF NEW YORK QUEENSBURY, N.Y. 12804
SECTION "A- All — v DESIGNED: CHECKED: SCALE' ISHEET—OF DRAWING NO.:
J. HUNTING TO R. S. MO AS NOTED SHEETS
?� ( DRAWN: DATE PROJECT NO.:
J c M 10-17-90 9 0— 1 2 1