88-880 BUILDING PERMIT Iv
TOWN OF QUEENSBURY w
No. 88-880
WARREN COUNTY, NEW YORK o
PERMISSION is hereby granted to William Brower
I
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OWNER of property located at Cleverdale Street, Road or Ave.
in the Town of Queensbury,To Construct or place a Sewage 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.
1. OWNER'S Address is
2. CONTRACTOR or BUILDER'S Name bd
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O
Chris Crandall tri
7y
3. CONTRACTOR or BUILDER'S Address
N•
Upper Bay Road
Queensbury, New York 12804 9
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by XI
( )Wood Frame ( ) Masonry ( 1 Steel ( ) •
C
to
7. PLANS and Specifications
No. gX! DEKK,Replacing existing tank as per plot plan 0
and application.
8. Proposed Use
Sewage Alteration
to
$ 25.00 PERMIT FEE PAID—THIS PERMIT EXPIRES November 7 1990
an
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the 0
town of Queensbury before the expiration date.)
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Dated at the Town of Queensbury th' 7th Day of November 19 88 fD
�/ �,
SIGNED BY ..% for the Town of Queensbury
0
Building and Zoning .ector
1 OWN OF QUEENSBURY A0'`') (-etc tfyri
TOWN OF OUEE,N.i
APPLICATION FOR D Lg
SEPTIC DISPOSAL PERMIT t4Cv 7 1988
.121. BUILD? DDPT.
DATE Kin/ 4-1 / / 7 AleR
LOCATION OF PROPERTY FOR INSTALLATION CLJ :4L� �j (1 OPT
Owner's Name: T kJ1LL./ �?ejy �, Telephone: Z 76 - 6999
,,�/� / 5€C-O n c
Address: ..�/ N)� J 414/4 /114 C',r'7- /CP// 7 / Apt- /ZS/o
Installer's Name: C'it4-is G.eAta/99G.L Telephone: /�v�(4cljmai 7 3-4, 3/
�Up ,e4y,eo4z )
Number of bedrooms (residential only) Go n�""
Total daily flow (compute @ 150 gal per bedroom) d o0 � S 24 AZ ilAxge- yl 's4.i4
pla/4 /4/4 Ast/ s)
Topography: circle one: Flat Rolling Steep slope % of slope
4L AL( tc. C6,e yZiJ4'7 J 4i J.t)6) .
Soil Nature: circle one: Sand Loam Clay Other / Depth: Q feet
Ground Water: At what depth? S feet
Bedrock or Impervious Material: At what depth? 7' .8 feet
Percolation test: circle one: not required required/ratel2 min.inch.
Domestic water supply: circle one: Municipal Well Other L A K45-
If domestic water supply is a Well:
Separation: Watersupply from Septic absorption ( 4 feet
PROPOSED SYSTEM: Septic Tank 1250 gal. (minimum size: 1,000 gal.)
'TILE FIELD: Each Trench feet otal system length feet
' SEA C®•r�T,e V 714- 44.4&/4)4 11 r /3 g
SEEPAGE PITS : Number of Size each feet by feet
Size of stone to be used # 2 /Depth or Thickness ( le ) 1 feet
******************************************************
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: A 011 . 4 /9 2 f f''46t!]' ,e. Aft l =N / vg4. )
(OVER)
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 installa-
tion, 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 and CODES DEPARTMENT
Bay and Haviland Roads
Queensbury, New York 12804
Remarks:
� t�D --c7E14tty 1,6
Jocun of Queen ihur,
(� BUILDING and ZONING DEPARTMENT
GU Bay and Haviland Road, R.D. 1 Box 98
/ Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME // �-c-L�f)
l�fC�/,�lk,iYj'� ,/
��'� � Ox, 2 '
LOCAT I ON � .�,I-Gze,' Jed C L (44
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DATE/,,3`7-/�/bfr� PERMIT NO. if-40/)
SOIL TYPE -(_Sand Loam - Clay -
Percolation Test Required? YES - NO
Percolation rate - Min/Inch
TYPE of SYSTEM: _
Absorption field, total length -''
Length of each trenchy)
Depth of trenches (`,r 'j
Size of gravel ,'� _
SEEPAGE PITS{Number of)
Size- ft. X ft.
Gravel size
PIPING: Size Type
Bldg. to tank
Tank to dist. box -T '
�� 4ra
Dist. box to field/pit
Openings sealed? YES NO Partial
LOCATION/SEPARATIONS:
Foundation to tank ft.
Foundation to: absorption ft.
Absorption to lot line ft.
Separation of pits ft.
LOCATION OF SYSTEM ON PROPERTY(circle one)
Front - Rear - Left side - Right side -
COMMENTS:
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' - it i',/) ,--)c)) V — ji 1.),'Y'.-
I 7 -/-. k -1 ti ,e(ri
SYSTEM USE APPROVED0 ';
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Bui ding Inspector
01/86 and vi
p
OF ,
PEVIEWED By
DATE /l
1. Arbitrary 'datum is door, sill ,of house = '98.20.
2..:Set all castings dead level Place 6" crushed '
stone under manhole, septic tank and dirt. =box. . ;
3. Building +c3rairis to •manhole shill be 4": diam. @ U1. � Q
2% slope. :Sewer from manhole to septic tank is , . . LU to
to be 6" d .am. TlIP ' 2 -slope. Bed all gravity `LU IN
lines in firmly-tamped wand, and cover .pipes'
`L V - _ with tamped sand 6" 'above crown, of'. pipe.
4. Pave bottom of 'manhole with ,cemeht mortar "for A .'- - } Z
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smooth`• transit on; drop outlet ,0.l0! below the (n •.
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#n et invert-elevations of gravity -lines.
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5. mortar in all- pipes at:,walls of: castings
a settin •
-'*�.s�jY� g them properi , to 3 ine 'and rade.
♦ g �``f �OI( , 2 5' �' 1S.IJ y t1� =7G0� G y Z
2.5 z 5 S s S S 5 zs 6. Remove ail or anic material from "spite of th+e
ll.� c�
leaching bed before emplacement of clean' sand. ' �: ...1
N
1ST
N p 9la.2 IZ Z or 4-T „'7.' Leaching bed laterals :shall .be erforated PVC Z
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�S CL�I x •\wii ��. "``, G i� P' of 4„ diam." set deacY .lewel,�`_Manifold the 'down•- !,L .
YIZDpGL't7 LEAGHtNG dED ./`� Z71[1Nl N , LU
4" F t 1 t� G `,A�[t7 C1- '� • . 'Atream ends with sia►i � -_ Z
YV 1l , : . lar ,: i e -non !�
I P P perforated.
ri str butors from the b8 to' the i A
3 et finds of
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laterals shall be non erforated,",and shall ;U
v D nod j..-Jim-S drop from" the DB to the laterals 025'.
171 tzlP.�IJTION 13oX
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1- ^,-tea - - - $• nonwoven filter .fabric bett+een t
Provide L
�, _ ,. _ - - opsos.l
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- . - crushed s
and
• _
ac Fabric' ,
shall be :SOE tofiExxontGTFl13QD 'or 35t7D GeoteXtileLL
lutf—ffill • —
I( � 111 t — 9. All .-castings 'shall ;be by fort Miller''co an l,Il_ _L f _ lllc.__.lilf — Y
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Finished tdp 'oi'l shall ,be .level„ •;raked and 'seeded.
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Al., mains from I i£t station are 'to be extended
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froft the abandoned cesspool, ,under •the house, to
1 she manhole.-
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V oD. k 1Z. A square manhole with knockout .walls'- wil be used _ '
1
-•�•-• t , in -place of -the-indcate$ round one•
� , 1 :Y�(�•�__ o LC1 � ;.2'--6", cubed. ,A L.<: frame And,cover 24*" A , ,
4',d'� t.d. BAN• Mlt T VIA t yam. )
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will be set to finished grade. ,;.Septic tank shall
b+e. 1250 'gallon,, DB shall be_f -lA.
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13. Pipe from. S:Ir. to D.B. shall '•be 'schedule A0 PVC,
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C A44 OUT
4" 'diem:, or 6" DIP.
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4. Save ,the. great Oak near the existing yellow house
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which must, of 1 course, -be razed as the first ste
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