90-650 BUILDING PERMIT
TOWN OF QUEENSBURY
No. 90-650
WARREN COUNTY, NEW YORK
M/M LARRY BUSING
PERMISSION is hereby granted to
Mason Road, Cleverdale
OWNER of property located at Street, Road or Ave.
Sewage alteration
in the Town of Queensbury,To Construct or place a
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
950 St. David' s Lane
Schenectady NY 12309
2. CONTRACTOR or BUILDER'S Name
Sunsoval Inc
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3. CONTRACTOR or BUILDER'S Address
Cleverdale
4. ARCHITECT'S Name
5. ARCHITECT'S Address
SL
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6. TYPE of Construction—(Please indicate by X) 77
Q
( 1 Wood Frame ( I Masonry ( )Steel ( )
fD
7. PLANS and Specifications CDD
0.
No. Sewage alteration to include 1000 gallon tank as per plot plan,
specifications and application. m
8. Proposed Use
Sewage system
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25.00 September 25 92 cu
$ PERMIT FEE PAID —THIS PERMIT EXPIRES 19 CD
(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.) �t
CD
Dated at the Town of Queensbury thisDay of 19 90
SIGNED BY �/ %'.f� • for the Town of Queensbury
1\ Building and Zoning nspector
\
..Jerurn. qQuarrod&arf
�-. APPLICATION FOR SEPTIC DISPOSAL PERMIT 51e4)4)
DATE • 9/25 / 90
LOCATION OF PROPERTY FOR INSTALLATION: .. ; :Mason: Rd: Cleverdale
Owner's Name: Mr. & .Mrs . _Larry: Busino. Telephone 3 77-76 9.5
Address: 950 St. David ' s .Lane , Schenectady, NY 12309.
Installer's Name: Suns ova I, Inc Telephone :-65'6-99'56
Number of bedrooms (residential only) 3'`
Total daily flow (compute @ 150 gal per bedroom) 450 gal.
Topography: circle one•40 Rolling Steep Slope . % .of slope
Soil Nature: circle one: Sand oam Clay Other . / Depth: `°4 . feet
Ground Water: At what depth? over 3 feet
Bedrock or Impervious Material: At what depth? N/A feet
- . _. Percolation test: circle one: not require required /rate 8 min. inch.
Domestic water supply: circle one: Municipal. > Well ,Other, lake
IF domestic water supply is a ali(
Separation: Watersupply from,Septic absorption_100 feet
PROPOSED SYSTEM: Septic Tank 1000 gal. (minimum size: 1,000 gal.) . ..
TILE FIELD: Each Trench --- feet / Total system length --- feet '
SEEPAGE PIT(S): Number of --- / Size each --- feet by --- feet
Size of stone to be used # --- / Depth or Thickness --- feet
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
IMPORTANT
...Please...LIST NEW EQUIPMENT TO BE INSTALLED
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
(over)
Section II 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 $250.00:
C. An approved copy of the plot plan shall be available:on the construction
• site. Failure to produce said plot plan at time of inspection may result
in an immediate work stoppage.
D. Should unforeseen problems during construction prevent proper installation,
alteration or repair of an approved system, a new proposal must be submitted
to the Queensbury Building Department before further construction.
I have read the regulations above and agree to abide by these and all requirements
of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Signature of responsible person: t
• Date: 9/25/90
Town of Queensbury
Building and Code Department
B.ay at Haviland Road
Queensbury, New York 12801
(518) 792-5832
SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO I IVF
13-1 '/- TOWN OF QUEENSBURY w t IXt C \
BUILDING AND CODES DEPARTMENT•3-T-1 71 531 BAY ROAD lcL
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED 4kl J
NAME I 74( a�v?.L/ (,l 4-1N1�
LOCATION -)yja6y1 ILG/
DATE r PERMIT # 70-656
TYPE OF STRUCTURE „ eaL7
RECHECK APPROVED
. N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPONSIBLE
FOR PROVIDING PROTECTION FROM
FREEZING FOR 48 HOURS FOLLOWING
THE PLACEMENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALL POUR/
REINFORCEMENT IN' PLA E
FOUNDATION/DAMP '.00F NG
BACKFILL APPROV L
ROUGH PLUMBING
PLUMBING VENT/VENTi5 IN PLACE
PLUMBING UNDER SI� B
FRAMING:
fA
JACK STUDS/HE DERS
BRACING/BRID' ING\
JOIST HANG S \
JACK POSTS/MAIN BEAM
HEATING ROUGH-IN \
INSULATIONS
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS: 79 9/ /c'y
1 �L Si?siku$N3�`t t6--V `i 1 t\IA_
S _RT\C b VV T\ \c\c\
ARRIVE ti e,v_E ` v` ( 10
DEPART
S
SPELT
� I
Jou 2UeenJturey
BUILDIN ZONING DEPARTMENT
Bay and I hand Road, R.D. 1 Box 98
Oueensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME ` 2771/
LOCATION i j{O_ev ,�Q� , cc°.U_e-r%j CL.C2—
DATE /G�(/, /� PERMIT NO. 9l)-4 :15e)
SOIL TYPE _ Sand - Loam - Clay -
Percolation Test' Required7 YES - NO
Percolation rate - Min/Inch
TYPE of SYSTEM:
Absorption field, total length
Length of each trench
Depth of trenches;;
Size of gravel ; I
SEEPAGE PITS-(Number�;aof) [_
Size- ft. X eft. 1
Gravel size ,I
PIPING: ? Size Type
Bldg. to tank ,,
Tank to (list. box
Dist. bo)_ to field/pits
Openings sealed? YES\1 NO Partial
LOCATION/SEPARATIONS:
Foundation to tank + ft.
Foundation to abscrptiol ft.
Absorption to lot line l ft. •
Separation of pits I ft.
LOCATION OF SYSTEM ON PROPERTY(circle one)
Front - Rear - Left sidei - Right side -
COMMENTS:
SYSTEM USE APPROVED YES NO
Building Inspector
01/86 and vl
- - IE 30'..tk.ck
to')*..t k.ck NOTE.:LOCATIONS OF SEPTIC TAW(AND CI7LUENT
-LLL VISO MOUPO.MIL K _ }----- Pump MAY BE ADJUSTED TO fAGIITATE
A ��«tAlo DESIGN DATA
1000 1 CONNECTION TO HOUSE SEWER. 10•MINIMUMIn,f:.k DESIGN FLOW-3-BEDROOMS x 150 CAL/OAY/DR. SEPARATION DISTANCE MUST OE
NOTE: EACH OF THE SIT(LATERALS SHALL ---- W(10 FOUNDATION
BE DRILLED YA7N 10-r/�r'I HOLES O JO' ,/COARS O�+uuLK !.vilc�i:.t t /D hf w�..•.H•ee�..riv 7.4%.ice..
ON CENTER.START O 13 FROM MAWFOID AND M�-t l/1.OIA.fD.RA14 ' OESfiI FLOW a30 CAL AY AND 1'RgtiRTY llllE.
END Y'FROM PLUG. M aMPm&TWc I 0'0•
-I.FWKE MAN D1YE K ...b.. MOUSE USE MEDIUM SANG FILL
«SfAMm VO 0RkQ.IG(
w Fuo cwM ABSORPTION RATE 1.2 GAL/S.F./DAY
TEST PIT DATA
S6'0' ABSORPTION AREA-.50 GAL/DAY+1.2 CAL/S.F./DAY -TEST PIT#1: 0'-10' Tq'SgL
10'-66' DIIOWN SAND.
..t.ti.E d.ckikl ABSORPTION AREA-375 S.F. SOME SILT
Y I f.cilit7 MOTTLING OVER 76'
GARAGE ASSUME 10'-0'WIDTH
---100'•.a6.c
e I fF ..Ptic ukk LETFGTII-37SSF.+10•-0'WIDTH 37.5'
.kd P..P t..k
38'0' W I USE 10'x 36'ABSORPTION BED PERCOLATION DAT9/25 90T PIT n.IS'DEEP
1'/S MEE
--- - --- s i6.0"
b — --k ---- ---------- g i+
„ DIIIYtYAi LAKE CEORCE -- -
-- Sy CLEAR AM a"REQUIRED AREA
•)t'x3a' gill.t.. STRIP TOPSOIL FROM UNDER MOUND AREA
�N 1
S') IAoa e A 10, I — - -- I PLOW(WAR"SUBSOIL PARALLEL TO LENGTH
2'rYC EC8 d0 rIps Ptllt 4L D.. I 10'.34' 4u1.field OF MOUND -
,. FROI Pu0 - I i _ AEA PLACE MEGRIM SAND IFILL.
PPE COARSE AGGREGATE BED
PLAN VIEW _ I ^� fE'- •00'•..tkack .AALL OW ONLY SM,41.
Lam=TYPE
THE EQUIPMENT A�rA�'Y
. L— -- - ENDS ONLY.
d0'G• I 1
to•o. A s
_ 7 - •
• - tt...t.b.t.....d t•
scale: V-10'0*1 r.. W.n,:f' �NIrr<..
oalRsunoN
• amt FABRIC • tAVA& EXiSTIMC GRADE �` ,•.
I RDnArJ:W1PidLJOIiWFiC. �' 1e• -• ��-------. � r
AND MID
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• w� PROJECT /yet
O \ M SITE-��`�' rpl
- SECTION � � w kikk JI
4 4;
TYPICAL MOUND DETAIL
kis r'ne sa so rtri f`"F"�?tt K`: T •3
JOCAM SURE
L L �yY
FORCE MAIN TRENCH DETAIL '
Vw'an 1 7RO LLt6 I I
Oa.t IofIF ID .
}�s 910AC,
Rk11 LOCATION MAP
ova,r. tl.m.avn aKi i «M
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SECTION - VIEW .a.0 Awl;' PVC R.a.rirc
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OK TAM
MR. AND MRS. LARRY BUSINO
IMAFALAt: otmf t..K
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SCALE:. APPROVED BY: DRAWN BY
},
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%:L,;,+•ar.;�'• c•i. ,•+,�:}•'•.::iu ro�:::t:.:'8 9/19/90
PLAN - VIEW REVISED.
DATE:
iC.•irr.:;- .brlr:i•} f<C.•.. ...:. r• ql4JrQO
�z•�r J K L x a eW.off w I
..tuax w fNML K.O,RD3
ao4"n°"'°` PROPOSED SEPTIC SYSTEM
«kl.'JaOf.J-d YU,O.1t t.t101
TYPICAL CONCRETE SEPTIC TANK
asc EFFLUENT PUMP DETAI+-
- DRAWING NUMBER
"t` PLOT PLAN