BOTH-000342-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000342-2016 Date Issued: Thursday, June 9, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000342-2016
has been completed.
Tax Map Number: 302.18-2-37
Location: 135 GRANT AVE
Owner: Claire Kantrowitz
Applicant: IBS Septic
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSSBBUR,Y/
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, G�6iiiYYY✓JJJ!!Y" F
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
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742 Bay Road, Queensbury,NY 12804-5904 (518)761-8201
Community Development - Building Codes (518) 761-8256
BUILDING PERMIT
Permit Number, BOTH-000342-2016
Tax Map No: 30118-2-37
Permission is hereby granted to: IBS Septic
]""or property located at: 135 GRANTAVE
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filled and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Claire Kantrowitz Septic Disposal $0.00
Owner Address: 135 Grant AVE, Ext Total Value $8.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens.Falls,NY 12881
Plans& Specifications
Residential Septic Alteration
$ 48.88 PERMITFEE EE PAID -THIS PERMIT EXPIRES: Thursday,June 1, 2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town o taeen airy; of , 2016
SIGNED BY: far the Town ofQueensbuay.
Director of Building&Code Enforcement
Community Development Office
Town of Queensbury • 742 Bay Road • Queensbury, New York -12$04
Office Use On
TAX MAP NOC.. �)7 PERMIT NO. PERMIT FEE
APPROVALS:. ZONING TOWN CLERK
APPLICATION FOR ,'SEP'TIC DISPOSAL SYSTEM PERMIT. A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION,IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A'VALID PERMIT.
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OWNER. i __. _ INSTALLER.
ADDRESS: r � ADDRESS: y r
PHONE NOS. PHONE NOS.
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LOCATION OF INSTALLATION':
RESIDENCE INFORMATION':
NO.OF COMPUTATION
YEAR BUILT' X = TOTAL DAILY FLOW
1984 or older BEDROOMS 7t Gallons 1e�r4bedroom GARBAGE GRIN R
INSTALLED?-
1981 -1991
NSTALLED?1981 -1991 X 134 - SPA OR HOT TUB
1992-present 11 X 110 - INSTALLED?
PARCEL,INFORMATION: �I
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TOPOGRAPHY: FLATROL NG STEEP SLOPE %SLOPE
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SOIL NATURE: 'SAND LOAM_J� CLAY_ I OTHER'
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GROUNDWATER: AT WHAT DEPTH2C i JUN 0 3 2016
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✓ B,EDROCKMMPERVIOUS MATERIAL: AT WH DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from a t septHc systnn�absorption
• PERCOLATION'FEST: RATE IS PER WINUTE PER INCH[mpi) (Test to be completed by a licensed professeon".,..:
at
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All ii" vidusl sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: GALLON(MIN. SIZE IS 1,000 GAL.)Add.250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
a ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
•ALTERNATIVE SYSTEM Bed or other type?
• HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,arTpermit 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 rea4ther ulationswith respect to this application and agree to
abide by t ,all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
SanitaryisposalOrd'inance, codes(a)aueensbury,n9t
VISIT OUR WEBSITE FOR MORE INFORMATION'
Signa ur sere Responsible Date www.clueen,sburv.net
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CONSTRUC KION NOTES: ;..
i
GENERAL NOTE
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,SEPTIC TANK TO -BE -SET LEVET_ ON 6" LAYER OF,,COMPACTED GRAVEL -OR iSTONE ANFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
I
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WARREN COUNTY TAX MAP AND NOT FROM ACTUAL FIELD SURVEY
--------------
I I I SEPTIC TANK TO HAVE SCH 40 PVC "T" AN INLET AND OUTLET.
INLET 12"' BELOW FLOW'LINE '6" ABOVE 'FLOE LINE
I i i I i OUTLET 14" BELOW FLOW LINE 6" ABOVE FLOW UNE
3" AIR SPACE ABOVE "T'S" TO TOP OF TANK
LEGEND
I
i NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC„ PROPERTY LINE SHALL BE ' No.1 DESCRIPTION DATE _
I
CONNECTED TO ,THE SEWAGE .
SYSTEM ----------------------- PROPERTYLINE SETBACKS .dYltl l�4uw4di'I'tl1ibREVISION
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I ,,dSWdfLtl,aIJNUW,V'raJtlatlil'WEt.tl.,owvWuawuu4lYun
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THERE SHALL BE NO CONSTRUCTION OF SANITARY FACILITIES (SEPTIC SYSTEMS)
—E —E —E —E — UNDERGROUND ELECTRIC SERVICE
W1THM I QO' QF A,.C.LAS$lFIED BODY OF WATER, --_
I I —sS —ss ss
ss
I i i I r SANITARY SEWER - W o�
HOUSE TO SEPTIC TANK 4" PVC SCHEDULE 40 PIPE WITH TIGHT JOINTS =
MINiMU.M SLOPE 1 4" PER FOOT u ____ u _ w w U
i i ( / - WATER SERVICE _ J Q
I I I I SEPTIC TANK TO PUMP CHAMBER 4 PVC SCHEDULE 40 PIPE TIGHT JOINTS, : E F, �— z z Z
EDGE OF PAVEMENT z
I MIN. SLOPE 1/8" PER FOOT. U —
1 - W 0.¢ Z7
50'-0" I I PUMP CHAMBER TO DISTRIBUTION BOX - 2" PVC SCHEDULE 40 PIPE TIGHT JOINTS,
'GENERAL NOTES W W
I I I NO MIN. SLOPE. PITCH BACK TO CHAMBER TO ALLOW FOR DRAINAGE W o
i 1 zJ
i I SANITARY DISPOSAL FIELD 4" PERFORATED PLASTIC PIPE MEETING ASTM STANDARDS = 4
---------------__--------------------------------------- � " THERE ARE NO WELLS EXISTING WITHIN 100 FEET OF THE BOUNDARY
IDI$T1 IFOR USE IN SEPTIC SYSTEMS, MAX SLOPE = 1/16 PER FOOT. CAP ALL ENDS. OF THIS LOT'EXCEPT AS SHOWN. wMEW T-,._ _, __�__�� -- ,3�-_ -�a��_,__�. _ -__�_�-_-.I J a
f- BOX I I i i DISTRIBUTION BOX SHALL BE NEW YORK STATE HEALTH DEPARTMENT APPROVED AND J o k
I i \ THERE SHALT.. BE NO DEVIATION FROM THESE PLANS DURING CONSTRUCTION E
------ SHALL SHALL BE SET BY WATER LEVEL OR OTHER APPROVED METHODS. WITHOUT PRIOR APPROVAL OF THE ARCHITECT THE DEPARTMENT Q '
REM VE I �. - - --- I
-- ---- ------------- ----------------I " OF HEALTH, GNU THE TOWN OF QUEENSBURY BUILDING DEPARTMENT. o o W
EXIS . STUMP I ,--� -----------------. ____-- O _ '- Q 1
r \. I FILL TO BE CLEAN SANDY LOAM. PERCOLATION RATE IN PLACE TO BE NO LESS THAN 1
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� j _,.Jddd.Y,Jal,dimuuludlliYdJldb,J,d.i!IIIIWtl;:,.,.m,d,1l,Ydd,d...�Jd.,d,dd,ii4a,aldd. alldl.,I,dIY,.
CONSTRUCTION NOTES: ,GENERAL NOTE
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SEPTIC TANK TO BE SET LEVEL ON V LAYER OF. COMPACTED GRAVEL OR :STONE INFORMATION ;SHOWN ON THIS DRAWING IS TAKEN FROM
1 1 WARREN CO TA AP AND NOT FROM U
JTY X M ACTUAL FIELD SURVEY �
------------------------------------ , -
---------------------------------- I nT»
I , -T- I SEPTIC TANK TO HAVE SCH 40 PVC AN INLET AND OUTLET. _
I INLET 12" BELOW FLOW LINE 6" ABOVE FLOE LINE f
OUTLET 14" BELOW FLOW LINE 6" ABOVE FLOW LINE L_
3» AIR SPACE ABOVE "T'S" TO TOP OF TANK LL G E N _ _ rT_
AS-BUILT 6 JUNE 2016
NO ROOF, r r e FOOTING FLOOR COOLING WATER BACKWASH DRAINS, ETC„ SHALL BE - - - - - PROPERTY LINE - No.l DESCRIPTION I DATE
11 •
5 . I i I CQ�JNECTED TO THE SEWAGE SYSTEM ---------_------------ PROPERTY LINE SETBACKS�,� ; REVISIONS
( ) —E —E `—E —E -- UNDERGROUND ELECTRIC SERVICE W dtlWYW dIWY!Idrmvr -. .,dld IWmdl Idudm.
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THERE SHALL BE NO CONSTRUCTION OF SANITARY FACILITIES SEPTIC SYSTEMS WWmmd1'mdWddW YddJWlwWddd
' I ( WITHIN 100 OF A CLASSIFIED BODY OF WATER. _ -- -- -
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--_--_-__-.---_--___ ------_ .-, -- ---- ----- -- ---i i —ss —ss —ss —ss SANITARY SEWER a
NEW DIST, I I -------------------------------------------------------------- W
HOUSE TO SEPTIC TANK 4 PVC SCHEDULE 40 PIPE WITH TIGHT JOINTS = CV >
BOX I \ ; i MINIMUM SLOPE = 1/4" PER FOOT —u —w —„ —„ = O ,,, t
.� --------- --- --- -- --------------------------------- I — WATER SERVICE = W �W z
J ~ Q
i --I I SEPTIC TANK TO PUMP CHAMBER - 4 PVC SCHEDULE 40 PIPE TIGHT JOINTS, a z -
___-----------_____ I E/!" EDGE OF PAVEMENT = _ z
---------------------------d------------------------, ca I I MW. SLOPE 1 f$" PER FOOT. = 0 -
I = a
+ I —fi-1 I I = W IoW
I ---------------_- co ; 1 PUMP CHAMBER TO DISTRIBUTION BOX - 2" PVC SCHEDULE 40 PIPE TIGHT JOINTS, GENERAL NOTES ~ W �' D
1 - zu
------------------------I I _..o
+ ------------------------ NO MIN. SLOPE, PITCH BACK TO CHAMBER TO ALLOW FOR .DRAINAGE
--________________________� I 1
I I I U rn
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_- I I SANITARY DISPOSAL FIELD 4" PERFORATED PLASTIC PIPE MEETING ASTM STANDARDS THERE ARE NO WELLS EXISTING WITHIN 100 FEET OF THE BOUNDARY [�° o
-------------- --- --- ----- - ------------------------- I FOR USE IN SEPTIC SYSTEMS, MAX SLOPE = 1/16" PER FOOT. CAP ALL ENDS. - ``
OF THIS LQT°'E*XCEPT AS SHOWN. Q Q
1 I —+ __ ----- - --------- -------------------------I 'r I _ ¢
---- -------------- _ - - ' ----------------
I i DISTRIBUTION BOX SHALL BE NEW YORK STATE HEALTH DEPARTMENT APPROVED AND THERE SHALL BE NO DEVIATION FROM THESE PLANS DURING CONSTRUCTION E W F
SHALL BE SET BY WATER LEVEL OR OTHER APPROVED METHODS. J 0 PS x � o
I WITHOUT PRIOR APPROVAL OF THE ARCHITECT, THE DEPARTMENT �
REM` VE ; I ` OF HEALTH, AND THE TOWN OF QUEENSBURY BUILDING. DEPARTMENT. - v oo d O w _
_ EXIST. STUMP I -�� i FILL TO BE CLEAN SANDY LOAM. PERCOLATION RATE IN PLACE TO BE NO LESS THAN 1" = 04 N N o o o
i IN 5 MINUTES NOR MORE THAN 1" IN 20 MINUTES. FILL MATERIAL TO BE APPROVED THE MATERIALS AND SPECIFICATIONS NOTED ON THE PLANS MUST BE UTILIZED Q 00 < w H
BY A PROFESSIONAL ENGINEER. UNLESS ALTERNATES ARE ACCEPTED AND APPROVED IN WRITING BY L = r d o z >-
I I`\' r THE ARCHITECT � � � > N ��r a � a
Z �
MANHOLE FRAME e a ¢3 �? `" � 1
i I I FOLLOW ALL MANUFACTURERS INSTRUCTIONS FOR COMPONENT INSTALLATION x U- t- a
AND COVER CAMPBELL PAVEMENT a c o a
UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. a o � _ Q
i #1009 OR EQUAL - c c ,� c c> x 0
NEW 11,250 gal
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INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED
SEPT�C TANK ' f .Y..d..Jdyu6middW�IJ.dtll�d,iY�ddm.dtlmdd a dWmYlYd i�;. . ddl,atl.,o,s�
r 10' MIN. TANKS, WELL SEALS ETC.
BY THE ARCHITECT PRIOR TO BACK FILLING PIPES eVe lil 11 ld 1111.d9
V f ' — +i dlI I YW&ALilu,.nl"Y tlY YW'i t4{IY 11 tlI4,ll n,d.d 'dV 9
NO ROOF, FLOOR, FOOTING, COOLING WATER, BACK WASH DRAINS ETC. SHALL BE - WORK IS TO BE AS SHOWN &
CONNECTED TO THE SEWAGE TREATMENT SYSTEM AND,ALL DISCHARGES SHALL BE _ NOTED AND IN ACCORDANCE
— ---- -- i __ DIRECTED AWAY FROM. TREATMENT AREA. = WITH MANUFACTURER'S
LIQUID LEVEL TO DIST.
I 1 I _ RECOMMENDATIONS, TRADE
I I c> i I MIN S. LOPE i BOX NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF THE = ASSOCIATION PUBLISHED
1/4 PER FOOT I z SEWAGE TRE2�.TMENT SYSTEM CONTRACTOR IS REQUESTED TO INSTALL SAFETY FENCE RECOMMENDATIONS -AND
\COVERED SCREEN
I _ MIN, SLOPE -
a I o z 1 $" AROUND_ THE ,PERIMETER OF THE SEPTIC AREA TO ELIMINATE„.TRAFFIC OR PARKING IN THIS AREA. = GENERALLY ACCEPTED LOCAL
ORCH / PER FOOT
CONSTRUCTION INDUSTRY
00 UPON COMPLE.:TION OF THE INSTALLATION OF THE SANITARY-,SYSTEM,, AND INSPECTION BY = PRACTICES.
INIET & OUTLET _ THE ARCHITE'�T,
I - - AN AS-BUILT PLAN SHALL BE PREPARED BY THE ARCHITECT
�\ GARAGE i X BAFFLES A CERTIFICATION OF THE INSTALLATION ALONG WITH THE`AS-BUILT PLAN 'SHALL
w Q ` BE SUBMITTED TO THE TOWN OF QUEENSBURY.,BUILDING, DEPARTMENT PRIOR TO
I
o ISSUANCE OF. A CERTIFICATE OF OCCUPANCY.:
EXITISNG HOUSE I SEPTIC TANK
i O A auddr Yovydlddd r u' ssvda.o.lm'd.a,da.w mmmY.w udw.,.a iad e
- I BY FORT MILLER OR
tly .,„- .a_...edWWiWee,kS.:.ssLrb.06oblamuuer,Yv.e.wJu,uW,uiLL,wurVL-
---- -
EQUAL
MINIMUM 2x WIDTH SEPITIC SYSTEM DESIGN
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MAXIMUM 4x WIDTH
1 DESIGN FLOW — 4 BEDROOM HOUSE WITH WATER SAVING = O
1 I I Q Q FIXTURES AT 110 gpd PER BEDROOM = 440 gpd
PROVIDE 3” :SAND OR �oo°cpoa _ CIA
PEA GRAVEL UNDER TANK