1993-118 / ..
--_ - yrr •
CE R TI FIC T .�� OF ClIMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY; NEW YORK
i •
Date �. .s-, ‘,/ .319?.�
This is to certify that work requested to be done as shown by Permit No. 9:5-/J1
has been completed.
This structure may be used as a SPDfi& Sys/iv) • !
Location X7,, ./4q d %'z G7
} Owner ,Sf�cvar��s Ice. C -caz3-7 6,
SAP a /_�a�.2� By Order of Town Board
TOWN OF QUEENSBURY •
Director of Building & Code Enforcement
BUILDING PERMIT
TOWN OF QUEENSBURY
No. 9✓� /43
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to 67 WA?T 5 -`CE �fL / M 7 _Livc. 1
OWNER of property located at ?T /4Q 4nd Q7 Street, Road or Ave.
in the Town of Queensbury,To Construct or place a .5 PT7C ,e/9•770
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
Po Bx 435
3/4 eA TD A 3PR,NC3 Ny /.28�a�
2. CONTRACTOR or BUILDER'S Name
yLog V1/e''LLS cly•
3. CONTRACTOR or BUILDER'S Address 0.1
n
4. ARCHITECT'S Name
5. ARCHITECT'S Address •
3
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( ) Masonry ( )Steel ( )
7. PLANS and Specifications
P 1c. i9L-7sR01non/ 7 IA/c L-U I fib i71vAv Of 300
No-o r= /T' Cc0 i�T. L.git/677'.S L I/77?' -262VA/..• 45
Of P Ps-or "fin/ /9711 ) 47 L I C/-'77 )A/ . 1
8. Proposed Use .�
jEP77C, sys,-Em
$ ,3S,vO PERMIT FEE PAID -THIS PERMIT EXPIRES f) ii. 21 19 9
(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 Si o APR)d 19 q-3
SIGNED BY for the Town of Queensbury
Building and Zoni spector ?'0
Trj TOWN OF QUEENSBURY
APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit #
fkia Fee .P i RECEIVED +S
Date: April 21, 1993 Reviewed Rimg/ 10
93
LOCATION OF PROPERTY FOR INSTALLATION: Rt. 149 & Rt. 97 Shop #282
(i& CODE DEPT.
Owner' s Name: Stewart' s Ice Cream Co. , Inc.
Owner' s Mailing Address: PO Box 435 Saratoga Springs, NY 12866
Subcontractor: Owners Rep:
Installer' s Name: Nylor Wells Brandon Myers Phone #: 518-581-1200 x-243
Number of bedrooms (if residential ) : N/A
Total daily flow (residential-compute @ 150 gal . per bedroom) : Actuals 6 6
Topography-Circle One: Flat Rolling Steep Slope % of Slope
Soil Nature-Circle One: Sand Loam Clay Other /Depth: 13'0" test pit
depth
Not found to depth 13 '0"
Ground Water-At What Depth? - Feet Elevations or, Plan
Se/uw 5r6.1.2 0 c
Bedrock or Impervious Material-At What Depth? Not found at 13 '0" Feet (eaci. e(.j
Percolation Test-Circle One: Not Required Required/Rat 4tv/} Min(. Per Inch
Domestic Water Supply-Circle One: Municipal . Other
If domestic water supply is a well -
Separation: Water supply from any septic absorption 100+ feet S ee A --
xrS7?/V
Ezulznamg.. 1000 f -roc
PROPOSED SYSTEM: Septic Tank gal . (Minimum size: 1,000 gal . )
0 coy 6-C
Tile Field: Each Trench 300 _ feet//Total System Length 6, 0 feet Sso i--
Seepage__Pit(s) : Number of / Size each: ft. x ft. (J
Size of Stone to be used: # 2 / Depth or Thickness feet p i2 0061 t/
**************
HOLDING TANK SYSTEM IF REQUIRED
No. of Tanks N/A Size\of Each Gal .
Alarm system and associated electrical work to be inspected by 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. -
SIGNATURE OF RESPONSIBLE PERSON: DATE: 4-21-93
COAt 40 c ,Ar, ✓0, / oo sy A.4.r43 n,v,v
/P7`_::._ n44T6 /U fa/ /0/ D syl _ 1i1alfGe- ( /.4 ♦-AMP,— /GOL! f LovS: fedl '7i-
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:
=
Jown o f Queeniur,
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME c5 etJ�r
LOCATION
DATE_ /3/93 PERMIT NO. - "//8°
SOIL TYPE - Sand - Clay -
Percolation Test Required? YES - NO
Percolation rate - Min/Inch
TYPE of SYSTEM:
Absorption field,: total length ?j('lam
Length of each trench 6 o
Depth of trenches . '
Size of gravel_ .
SEEPAGE P ITS4Nuinber;`of)
Size- ft. X
Gravel size A I
PIPING: .\S:i ze Type
Bldg. to tank (S,
Tank to dist. box ,+� ' 5/40
Dist. box to field/pit y" 11
Openings sealed? NO Partial
t.
LOCATION/SEPARATIONS: "�t
Foundation to tank L%ggqU � ft.
Foundation to absorptioh 3,0 ft.
Absorption to lot line jsI jc?. ft.
Separation of pits —=;. ft.
LOCATION OF SYSTEM ON P�ROPERTY(circle one)
Front - ear - Left side - Right side -
COMMENTS:
a •ter. ,\
r /
s J(
SYSTEM USE APPROVED dir NO
///
Bui rg I spector
01/86 and vl
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME 261: U4)-1.
LOCATION A / /
DATE //0,Q/9,3 PERMIT ! ft 5?-///
TYPE OF STRUCTURE
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 CO CRETE.
MATERIALS FOR THIS PURP SE ON
FOUNDATION/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING )ir
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENT IN PLA E
PLUMBING UNDER S B
FRAMING:
JACK STUDS/H ADERS_
BRACING/BRI GING g
JOIST HANGS S 1
JACK POSTS/ IN BEAM
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
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ARRIVE 3'34)
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TTP-CAL CONCRETE SEPTIC TANK
lew 1 CEorrn cocaJl \
12 I LIRA` eaIAd Pnto1.,
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frot, --4 �IPwr
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•^„ a/or --•.�1 e' K +e Mod 47aroi
CROSSECTICSAL V.EW LQ±IqlTVDINA • VIEW
UMre Wod npldoll ►oar or err" 1 2 tan
r
SI.P. rt-cn Dolby '/16 "- "32 w it ' Nro Do nor ..owl rrNCpN
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THENW PROFILE .ef Sale 0o.. pace
bellovw of rr•nu. p.or ee vi"
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Pal wwor b• mYppdd Yil.q
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'astewater Details
Y'.
ore
p i,lpiVTW eOx��
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ABSORPTION TRENCH LAYOUT
(PLAN VIEW)
1
I 11 ' ti
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I
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Locorma
Sides
M•N.ole cover 12•' !
0111•T
.nvel T'O} OY,�p7 I
-i IM•T , I I � � I.iY10 IMiI
SECTION VIEW
TYPICAL STEWART'S SHOPS SIGN DETAIL
BACKGROUND: T-111 PAINTED WINE
LETTERS: WHITE PLASTIC 1/4" THICK
TOTAL SO.FT.:246t
OL
103
� ( A1. V. STATE N 1GNuJiiY 1813 \ �
D\ f -rL GLEA15 FALL 5 ` To EAsT S,OE ' LAKE C�E aLm: -_ -
1 Ioz Ip'! u,4 - - - _ ley - -
'• n. .; •.e •. •-.='�1L1t5 kiEd=Taf3AT3E
- x• p--r-X' i -x. �•o.
' P
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POURED CONCRETE CURB
co JcFETc =__ �-6' 4,000 LB. CONCRETE
y'I WITH LIGHT BROOM FINISH
- e x a e% WELDED MARE FABRIC
b..o~ H�iz
6" GRANULAR FILL
(D.O.T. TYPE 4. SECT. 304)
i \4x
COMPACTED TO 95% DENSITY
_ - COMPACTED SUBGRADE
r
�� 112' • Sir FOR PfOESTRt6n! �fl j1_((_ '(COMPACTED TO 90%
I112, fOR VDICLIS �1 111I111 STANDARD PROCTOR)
WALK DETAIL
-r,' III.11 ctlp� 11� Ili -III_
N.T.S.
CONCRETE
Ramp
No scale
,mo.r-iiiiiiiiiii- N
t" TOP COURSE
' 2" BASE COURSE
I _
.../ - 4"-6" MINIMUM
_0 COMPACTED GRAVEL
III-
II--III=�1 COMPACTED
SUBGRADE -
I_III_- COMPACTED TO 90%
STANDARD PROCTOR
ASPHALT PAVEMENT DETAIL
N.T.S.
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PRICE
SIGN
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STANDARD 8FT ID/PRICE SIGN
FOR HIGHER CLEARANCE UNDER
BOTTOM OF SIGN -
RESTRUCTURE IF REQUIRED -
CD6G APPROVAL REQ'D IF OVER 10'-0'
PLRNT LIST
I OTAAIICAL (l AME CoKfAui MRME
TWGA GAk1%DEk151S NEMLOCYL
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COTMtaF-ASTW- 4-ICECECIP11TRU5 COTiONMTEL HC b0RTMtLL5
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I. BOWJDAPJE3 TAKEM FPbM MRPOFSLreVEY OF LAf403 OF CLAREME M%DOA1&UGH M-AN0
MR K IAMME ME-DONLOU614 B Y W.J. ROU2IC.E . RS5DQIATT_S ❑Ff1ED -Afrk1. 11. 19) 7 RAID
REYL3ED FEAt. 4 IDII. hJ. S. ILOUKVZ. A.1JZ Jftr0oLJ3A1V-SOLVE VOM- LIC. AJD. 49D9IS.
102f04 SAiLhTDGA ED. SdUTH GLEU.S FALLS, ALY(. I28LL3 .
2 . Z03LIAC.E FAMT S : L.L1T -5 I1E - I W-XE FM 8 th L 01116. /. 6&69 AegES AdT UA L
MZY-ING - I PER 100 FT.L ISIDO•E5 = 2300 Fr.%, = 2-3 PAfLYIMG
SPACES agGLU11LED. Z4 PA(wAfi SPACES ACTUAL.
SIGNS - BUILDIN&: Z_ MItYAS.bFTi-50'SITBgCIG R.MUIQFD
7- 311.N3 IIIE 7-8 FT' - S(a TDTALFT.t dF- 504' SETBRILIL
FV-a STRAW NL * I- SI Gnl A LL b JED e- IS ' SETSACK S L1J / 50 FT. t
I - 5164 @ 32- TOTAL FT. t V- IS ' 3£T'IZAGGS - A cTUAL .
1ZEG1VIQ!`D 50' FV-bnIT ON LTE . 149 .ISO' RCTURL
5ET 511CIL 5 50' SIDE ON RTE. 9 L SO' PI-TuP(L-
7-0' SIDE Zb' ArC.TUfrL
ZC3' QER1- 151' RC UIRL
3. LOT -- EC..S AIIA0 AUA COWEEAbE : LOT 51a£ I. B09RL'QES - 78.9106 FT.'
MUILDifia Z3C=1 Fr. r _ = Z.9 . 16
51DELIALIL.S L.ZO FT. t = D.b %
RJPH9LT DAvVmQ T I6.110 FT?- = Z 1. 3
IS.loM FT.a- ZS.O %
(TPJrTdNSPAC = -59,130 FTT- ZC)%b 12EOLI0 75.0 p/o ACTUAL
IMILM5E = I,IbC) FrL- SFEDT-D- 53/770 FT.-
4. PFELOLATIC�iAA TEST PERFOEMED BY D.L. DI CJCM15DA1 A-KSOLIA79 5 OF LAIG>i &ZMZE.
STAMI:?LE0 PEP-COLATIC3M FATE = 5 MIN. Z6 1EC . J• 1AIaH NEAP-
5. ST1 PC11S UPS 350 GRL. WR1EC PEIZ OAY MAYIMUM. E.X1!)nMLs WELL TO BE LIMD
d I ` 1o/f- FDIZ WMTE1L 5LSPPLV. 3/4" COPKIZ. PIPE WILL BE USED TD HnOIL- LIP FaUILDMI4 TD WELL .
1o4. 1 l RS PEI� EA1vIebIMlf3Nt7tL n�51GAi.
10� - - -- 15. 501L CDkMMOMS PIS PEL 12MMU M1l`AEll1TRL OESIG M, CLIFTLIM PF&JL. M.Y. I APLIL IS. 19165
i _ w ` TEST PIT #>:I : 0-T3" LORtM. TDP .SOIL / B'=49" MEDIUM TO FIME LIGHT BE20WM SAMD f
- -` - j lay Or&"- 6-0" LIGHT C*LA'Y TD 13EbUfU F l Net 5 A►10. N0 63RIEIL F'OLl M0
IEST PIT X# LDRM. TOPSOIL. / /o'` 3Lo ME.LIUM TO FINE LILAT ISMW11 SANG /
l4A SWAIAL POLE UTWN PDLF 'RAFT 1L SibA►f1L - _
T1 K� 349. I'S S - m°- 49 ' k1 3Lo"-l'-U" LIL,iIT C..OffY 10 152DWtJ FINT' BAUD. A10 SIGN 01= WPIFEZ.
Ram otim told ROLE CDNTitDL box NJ SIGAIS `
/ 77-57 PIT 4t3 : C Or ' OEE P MT APPALOUT LOW POIMT 01= THE LAN3.
t ti rcl,CX rj TrJEx D4AI+.+ K.e '
� 0-(c" Tl]PSQ(l, / (c"-48'' MEDIUM TO FINE LI6NT C3eOkSN .SfMD,
IVO bIw or- WfTir=R-
1
I 1. PTCE:5kkLT LOT PEEME146rJM IS 91.S0/da C3F 9RCLLEL .-71►050 FT'- C6L-EAl3PAC9'
PMPOSeO LOT 9E(LMER'BILITY 15 b9.1 ofa OF PAZCC.L. b4,930 FT!- &AMEALSFACE.
22..s t 2Z_5 /
/T T T B. PILL WOi..IL TO MMPLV tw11TI-A N.Y.S. DEPT. OG HEFILTFI TLECIIUME MEN Ts.
-- 9. Mk(NTAIN MINIMUM /C]O FT. FRDM 5E•PTIL TM AALY k)ELL .
/ LTE 9 L - Q-166E (IZ D. - r 10. -T.P. -r,3 4-2-6-93 Tod EL7EY . = 93.0 v--zoTroK ELNlt. = 13fo. o
O"_Lo"-ToP.sotL- � to"--7'-OL'-srwo 1 ND a- -?L-o" wor-q
TOWN OF QUEEINS UY
BUILDtN(35 co �
FILE COPY RE-V!EWED BY
DATE
P. 0. Box 435, Saratoga Springs, NY 12OW
Revisions Queensburv, 'NY # 282
Q-•jp•$9 J2Mu{iL,E �C.NELLLiSr ' I LT '
5.1'S 6D D.O.T. ENiI¢rwKES " Fl .S L� L
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Mach fi l N--2 '2 "may sCALE • n2-B DESIGN
efie
DATE: 3•73-th