1999-583 CERTIFICATE OF COMPLIANCE.
TOWN Or QUEENSBURY
WARREN COUNTY, NEW YORK
Date September 23 ig 99
99583
This is to certify that work requested to be done as shown by Permit No.
has been completed.
SEPTIC ALTERATION
.This structure may be used as a
1449 STATE ROUTE 9
Location
RODEWAY INN
Owner
Owner
TAX MAP NO. 35 . -1-4. 3 By Order of Town. Board
TOWN OF QUEENSBURY
Director of Building & Code-qnforcement
BUILDING PERMIT
VALUE $ 0 TOWN OF QUEENSBURY No 99583
TAX MAP NO. 35. -1-4. 3
WARREN COUNTY, NEW YORK
RODEWAY INN
PERMISSION is hereby granted to
1449 STATE ROUTE 9 Street.Road or Ave.
OWNER of property located at
SEPTIC ALTERATION
in the Town of Oueensbury,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. GWINE9S811bAdiva ROUTE 9
LAKE GEORGE, NY 12845 3436
2. CONTRACTOR or BUILDERS Name
3. CONTRACTOR or BUILDERS Address
4. ARCHITECTS Name
•
6. ARCHITECTS Address
6. TYPE of Construction—(Please indicate by X) SEPTIC..:
1 Wood Frame I )Masonry ( 1 Steel 11
7. PLANS and Specifications
SEPTIC ALTERATION AS, PER PLOT• PLAN SPECIFICATIONS
No.
BSEPTIC ALTERATION
35 September 8 2001
$ PERMIT FEE PAID—THIS PERMIT EXPIRES 19
(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 tte.1
September 1999
Dated at the Town of Queensbury this Day of 19
BY ��, J�,�r for the Town of Oueensbury
SIGNED Building Zo ing Inspector
1.�., .. . ‘1 VIA_ I
Town of Queensbury
9QDept. of Community Development Permit No. SK-3
Building & Codes Office
'42 Bay RoadA� Fee Paid $ ?j S
Queensbury, NY 12804
Location of property for installation: 'opeWAY riNf
Property Owner's Name: �'(-I A (�1 e f--A9 I
Property Owner's Mailing Address: I CH-9 STY\TC ( 9 t L Est,( E NY
Installer's Name: Phone # RECEIVED
Number of bedrooms (if residential): . Total daily flow: 2525 SEP 0 71999
(residential - compute a 150 galCc li&Nii iy QUEENSBURY
BUILDING AND CODE
Topography: flat, rolling, steep slope 0—10% of slope
Soil Nature: sand, loam, clay, other / depth: UNVNiov` l
Ground water: at what depth? feet / Bedrock or Impervious Material: at what depth? — feet Vi•L61A/4
Percolation test: not Vmunicipal,
required, required [ rate min. per inch ] `i t pE c,mtitPCE7l�0
Domestic water supply: well, other
If domestic water supply is a WELL, water supply from any sepdc absorption is feet.
PROPOSED SYSTEM
Septic' tank: IS" gallon (minimum size: 1,000 gal.)
Tile field: each trench feet / Total system : feet- 660
Seepage pit(s): number of / size each: ft. by ft.
Size of stone to be used: # / depth or thickness feet
HOLDING TANK SYSTEM: (if required)
Number of tanks: Size of each: gallons
CAlarm system and associated electrical work to be inspected by a certified agency.J
ar your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or
approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a
material fact or circumstance known by or on behalf of an applicant, `shall be void.
I have read the regulations with respect to this applicatio agree ide b these and all r ements of the Town of
Queensbury Sanitary Sewage Disposal Ordinance. V e 061
14
g-e \Q6
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name
F �1
Location _AA,' U_
Date:Va 1- [ Permit # C9 sg3
SOIL TYPE. San oa Tay-
Results of Percolation Test-
(if applicable) Rate-Minut Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Tota) Length 2.? l„��, )-
Length of each tre!lch/ —
Depth of trenches b-- • — U /
Size of stone
SEEPAGE PITS: Numb , - /
Size - ft. ft.
Stone size _
PIPING: Size Type
Bldg. to Tank C= _
Tank to Dist. Box
Dist. Box to Field/Pit ••e-
Openings Sealed? ►.o- Partial
LOCATIONI/SEPARA :
Foundation1 to Tank q6-1--fifeet
Foundatio- to Absorption , teet
Separation of Pits IF-IX!:!e/gt
Conforms as per Plot P1 ano
LOCATION OF SYSTEM ON PROP
(circle one)
F • - Rear - Left Side - Right Side
Middle Frog - Middle Rear
SYSTEM USE APPROVED: iglew
Arrived: Cr,
Depar
G
Buil ng n pecto
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name RME li. A`) I N)
Location _ RiEq
Date C) — :-9CI Permit # 9 `9
SOIL TYPE: Sand-Loam-Clay-
Results of Percolation Test-
(if applicable) R. e-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION k'IELI: otal Length.3 ' 1►JFAU44
Length of each , rench 6 63_ (4 L)0 17-1J-
Depth of trerc 'es i
Size of ston4 J
SEEPAGE PITS: Numbbr-
Size - ft x ft.
Stone size
PIPING: Size Type
Bldg. to Tank
Tank to Dist. Box
Dist. Box to ield/Pi
Openings Seal d? Partial
LOCATION/SEPA' TIONS:
Foundation to Tank „ 1`.feet
Foundation to AbsorptionpOraMbfeet
Separation of Pits
Conforms as per Plot Plan Yes o
LOCATION OF SYSTEM ON PROPERT .
(circle one)
- Left Side - Right Side
fiddle Fro Middle Rear
SYSTEM USE APPROVED: YES ( NO
Arriv . L
Dep ted:
f
Building s ctor
APPROXIMATE
APPROXIMATE
e
4" PVC EQUALIZATION /
OVERFLOW PIPING
E
11
1
NOTE:
NEW RETAINING AND MEMBRANE WILL. ONLY BE REQUIRED IF NEW LEACH BED IS TO
BE CONSTRUCTED. ABOVE EXISTING PAVEMENT ELEVATION.
ORTE p
SCALE: 1 "
75.87' r
ol
.............................................................................. _.......... ____. ................. ................. _.... _ _ . _............._. _ _.................................. _.._ .. _... r _......... __ _.........................
(4) "EQUALIZER 36" INFILTRATOR
CHAMBER LATERALS; 9 UNTTS
LONG EACH
IFS
NEW / PROPOSED IN TMS DESIGN:
s $WAS: —
1. ------
WEST HOLE:
PERCOLATION TEST
o� I
DETAIL REFERENCE TAG.
owmm
MR cvr amemm
SECTION REFERENM TAG: SEMM LEM
SM DROM / FOR swnom
oncMaki F LM
SCALE: N T.S.
4" PVC EFFLUENT LINE
FROM EXISTING SEPTIC TANK
FORT MILLER 11 , .;TRIBUTION
BOX OR EQUIVALE
GENERAL. NOTES:
1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMAT10N PROOVIDED BY OWNER.
2) CONTRACTOR TO LOCATE EXISTING UTILTTIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE.
VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR
DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY
IF SITE CONDITIONS ARE NOT AS INDICATED.
3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY).
4) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS
OR BY OWNER.
5) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION do SEDIMENTATION IN ACCORDANCE WITH PROVISIONS
SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL-,
USDA—NRCS, ANC THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
6) VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS.
7) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION;
TO BE WITNESSED BY ENGINEER (SEE SECTION A. DRAWING D1)
8) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO BE IN CONFORMANCE WITH THE NEW YORK STATE
DEPARTMENT OF ENVIRONMENTAL CONSERVATION, WASTEWATER STANDARDS.
9) CONTRACTOR TO PROTECT EXISTING STRUCTURES do PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE
PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES, AS DIRECTED BY OWNER.
DESIGN INFORMATION:
WASTEWATER FLOW:
(NYSDEC WASTEWATER GENERATION RATES)
23 MOTEL UNITS (4 BUILDINGS) x 75 GPD (100 GPD/UNIT LESS
25X FOR POST 1991 WATER SAVER FIXTURES) = 1725 GPD
2 BEDROOM APARTMENT x 110 GPD/BEDROOM = 220 GPD
LAUNDRY FACILITIES (1 COMMERCIAL WASHER) = 580 GPD
TOTAL - 2525 GPD
LEACHING SYSTEM:
TEMPORARY ABSORPTION BED 75.87' x 10' - 758.7 SQ. FT.
(ABSORPTIVE CAPACITY OF LEACH BED TO BE DETERMINED
BY PERCOLATION TESTS PRIOR TO CONSTRUCTION)
'y1-s g 3
RECEIVED
SEP U 7 1999
T A`"� 0r tvJ_' :�:;�i�RY
BUILDING ANL7 CoT)E
ISSUED FOR PERMIT TO CONSTRUCT FROM TN OF QUEENSBURY
RUH
DA7t
REV #
ISSUED / REVISIONS
BY
SITE PLAN
rci� l
RODEWAY INN
TEMPORARY WASTEWATER DISPOSAL. SYSTEM
1440 U.S. ROUTE 9
QUEENSBURY, NEW YORK
%JAo MARTHN, LLP
PW FESSZOA4L ENGINEER NG
12 EAST WASHINGTON STREET PHONE: (518) 792 2907
GLENS FALLS, N.Y. FAX (518) 792 2M
P
AL7BiAM OF7M DOCUMM
DWIBYA UC6AM WON&
1948 ! 8 L A1A RL
ALAW I= ow SHEET 1 OF 1
W_ FA95400M Rodeway Motel Bae **&dwg PLOTTED / REVISED:10117/99 12.30 PM