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PROPERTY
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TANK AT .
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LEAST SO" FROM
WELL AND 10
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wASNTE�Y
G.O. SEPTIC TANK
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' a'�' SEPTIC TANKS -• SSE t
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.! �F HOUSESERVICE 6' M,v, 1. ALL UNITS SHALL BE PRECAST CONCRETE AS. MANUFACTURED I `,'`' GLL,.V LA K1: f',' - � ' •, , , ' jf,� ,p •
' �7 --' 'I, I,$,"
11"BY FORT MILLER OR EQUIVELENT. .��+
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3 � � " ` __.. - - 1 - 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR J : " '
a tr _ -. -.-- GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS - r _v t1 G'E'=�4 f �i Ai,O�Nt l t
�, _ ARE UNSWTABLE, CRUSHED STONE SHALL BE PLACED AS �• �'�Fuc: ' �� -�� �� '1•
-11 1, - - - DISTRIBUTION NECESSARY TO ACHIEVE A STABLE FOUNDATION. -
DISTRIBUTION PIPE-� BOX �� ��' - , �%/ • _ r - ,o ;, I^► E 1, c- N E 1
' 3 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY • ./!• - • jN1� - �/ ,: 1 Y 1a
SEPTIC TANK _�' _
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A„ CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. \N - �: :;. I , . '9
TILE FIE <f {_ - S -� �r _�� `- �. .
.. SEE NO 4) ` t`L� ♦ • T. �h+ v,- ' • }�., , � , P0041 / . �. a > ',� 1l -
INSTALLATION OF DISPOSAL FIELDS: { ,1 , °� I
J -� . �i P rt1ulG&ilch o .} j . • -••.. .. ,
" 1. CONSTRUCTION SHALL BE AS SHOWN IN 'DISPOSAL FiELD DETAILS.' 4. PLACEMENT OF CRUSHED STONE PERFORATED PIPE AND BUILDING I 1 - ` ,' • - - I- ,, 4
' THIS DWG.. AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE "` '`'' �`� '' I\I- y ' , I
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, S¢cTy•„. -rSA b f EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOIL AND - = . � �,°••. �- r��• - �. ~ - 's
ASTMI F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. '' �i _: i
.,; CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. DJ .
5. THE PIPE SHOULD BE 1A10 AT THE GRADES AND TO THE ' °� �N II U.
R y /� '� I t� 5��
, 12w..i,` 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE HAS BEGUN.
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ' •� � �" I , f ..,- - 1 • ' � - -
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION H S EGUN. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
rr1" ' SEWAGE DISPOSAL LAYOUT 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED. WITH TTHERHOLESIDOWN INALLCASES. E PIPE SHALL BE 'LAID �I.;,* j:, f I �.
(3tA4 THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED / .
6. ALL DISPOSABLE FIELDS SHALL BE GRADED TO SHED RAINFALL o
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN ,..,,, . ' R S "�_' 1,3
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY •-•.•1 _� ,... - j�� j
,,L{�r; `* SMEARED SECTIONS OF TRENCH. FROM THE DISPOSAL FIELD.
Y AF ...r /,P� / \'< f_ M I °
NOTES; ` ." N . - `- h _ '� � f �
q �,, r y' 1. TILE FIELD TO BE 100' OR MORE FROM ANY SEPTIC TANK AND D I S TR I B U TI 0 N B 0 X ' : 'N.•i...; „ ; 0y, �.:_ �
_' LAKE. SWAMP. DITCH OR WATERCOURSE AND 10 ��- �Q °
9 ram? �1• >.
OR MORE FROM ANY WATER UNE UNDER PRESSURE. 1 •Yf . ,A
t! iTr ': %',
: - t:l .. ��.• .ti,T, �.. I.•,% _ L - 111 . ��� �; AvtV tV (_
- FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX \ t. `
x" USE DUCTILE IRON PIPE WITHIN 50 OF ANY EXISTING WELL.- • .
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3. DISCHARGE FOOTING. ROOF AND CELLAR DRAINAGE fa
g , � . £ AWAY FROM SEWERAGE SYSTEM.
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�* 4. DISPOSAL FIELD SHALL BE CONS UCTED / 1
�, # w WITH CONTOUR LINES. 9VRtu� GoaaST¢uc-n•.� Nl!'( BAt.fs 5►iAt� BE 5-rA>Ls9 IN �? 4,;. i - �� \ "" I.tS� �Y
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END OF ALL DISTFJ13UTOR PIPES MUST BE
so ' M, N . 4" IE-
PLUGGED UNLESS INTERCONNECTED.
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ALL OUTLET Mr
TO BE SET AT
DISTRIBUTION BOX EXACTLY THE &WE
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STANDARD TRENCH PROFILE
ELEVATION.
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6- TO 12' EARTH tR1DO. PAPER. U T H Ed; L A N p S _ N. \ Rl ` �j(' ~ � . J( 1', t l t ^: 3 L
HAY OR STRAW u � VN r � ` i V / � .. yk, 2
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Z MIN. # 4• PERFORATED I T ^+ r.1 \; C M � �35 , , , , x
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DO "0.0 I 11 - q - - -_ -- 4q 'c 6- I 1.. 1 8,
��.' W GE DISPOSA SYSTEM SIZING - - - �
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# -
BEDROOMS.
1. _.
- WASTE
FLOW
G.P.D.:
SEPTIC TANK
(MIN. CAPACITY
-GAL,) I.rQ,".,
Jioaia&a A
DISPOSAL FIELD
TRENCH LENGTH
2
300
` 1000 L-t Set �-
125'
1. 3
430
1000 ,1
187
4
600
1250 34 A-r.
ZSD
5
790
1S00 40 ,.
314 - j
11.1 . ,�,
1. EXPANSION
ATTICS. ETC,. ARE COUNTED
AS BEDROOMS
jx¢.,
2. IF GARBAGE
GRINDER. DISHWASHER OR CLOTHES WASHER
",
INCLUDED.
MINIMUM SEPTIC TANK SIZE
SHOULD BE 1,250
�y
`
GALLONS FOR
THREE BEDROOMS OR LESS.
GARBAGE GRINDERS
_Tl, = 1,
ARE •EQUILVALENT TO ONE BEDROOM FOR SEPTIC TANK SILNG.
.
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SUQeNASbURY
" ,
:°
�,�,AX MAP dX MAP /
NAME
ADDRPSS
64-3-1
Tou>toric, Anthony
27 Hlllviev Drive, Fort Eduard
1'X
12825
x! ",,k
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64-4-1
Bassin, Stsphsn
32 Shsrwan Avenue, Glens Falls
k
Baite:, J•r
Partri4ee, Peter i Dwn
P.O. Boz 4142, Queensbury 12tl04
e°t s
64-2-1
64-1-1
Town of QusenaDury
%a
3 .
ConR41, Joseph i Sandra
31 Sweet Road, Glens Falls
n:
4
Sperry, TisotAY A Ann
33 SVest Road, Glens Fslls
1.
5.4
Tiwws, Sidney 8 Mavorie
3) Svaet Road, Clena Falls
`+ , c
#'
6.1
Tlwws, Sidney 6 Mejorie
37 Sweet Road, Glens Falls
`
6.7
Bishop, Villiao 6 Florence 34 Sveec Road, Glens Falls
7
Volcher, Gerald d Geraldine 41 Sweet Road, Glens Falls
" �'tv
5.2
Hiil,' Floyd d Lols
43 Sweet Road, Clena Fells
_"`L
5.3
Tiwws, Sidney
45 Sweet Road, Glens Falls
s f
8
LaDeav, Franklin d Janet
47 Sweet Road, Glens Palls
9
Blanchard, AoDert 6
�r,,".
Paulette
49 Sveec Road, Glens Falls
t
63-1-2
T,,W.i of Qv"osev-1
`'
65-1-5.6
Valence, Daniel 6
%2
Elizabeth
RT 9N, Lake Luzerne 12846
1.1
Griffin, Robert 8 Edith
4 EdRewood Drive, Glens Falls
t .,
2.114
Brendonburs, Robert i
4
Anlenew
21 Dorlon Drive, Quecnsbury 12804
{,,,i .ti
2.111
O'Connor, .Gary 6 Mary
37 Edaevood Drive, Glens Falls
"` `
3
aR,rF,M, a.ecar ,� e,t.
Glens Falls,
54 Sweet Roed
fo�t
�s
6
BeruDe. Rsywond 6
Elizabeth
29 Edgevood Drive, Glens Falls
r r '
65-I-1.2
Kouba, Ruth
41 tiontray Road. Glans Falls
s,.
BK 666 Page 597
r c ,•_-
1..1.
Russo, Salvatore
RD S Boz 223, Glens Fells
• 1
Derry, Ns11 3 Dorthy
30 Sweet Road, Glens Falls .
4
Lockhart, Raymond d
e 1
weet Road, Glens Fells
STANDARD DISPOSAL SYSTEM
6<-1-2.3 Krtopka, Bruce C Cheryl
64-1-1.4 McGinley, Alettta
63-1-1.21 Reason 3 Denny Funeral
Service
1.22 Adirondack Funeral
Service
1.23 Town of Queensbury
2s-5 Robert Gardens Apt.
Glens Falls
Sweet Road, Glens Falls
Quake, Road, Glens falls
Quaker Road, Glens Falls
Bey 6 Haviland, Glens Falls
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J; "
471 AJ ri 54.j o s
33
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MAXWUM
CROUNDyiWATER
ELEVATION
-7�-_-_ 1 . .
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,
5
Lockhart, Rayoond b
51Gr LoA.+
• APPROVED UNDER AUTHORITY OF a
s
Beverly
32
Sweet
Road, Glens Falls
.;cy,AF 3'' i yjc,< L.FA✓id'
RESOLUTION ADOPTED
_.
,,
?
8
Rusao, Ssivacors
Bull, Staa2ey b Madeline
RD
50
S Bo:
sweet
223 Clcns Falls
Road, Glens Falls
G�E`L j9&_41 ir9 - JL)e Er',,pE�vice of C,2o,JND 6 ATE'c
__ BX PLANNING BOARD OF THE
r
�"
9
Saith, Elisabeth
S1
Sweet
Road. Glens Falls
OF QUEENSBURY. N.Y.
J
64-1-5.1
Tiwws, Sidney
37
Sweet
Road
I i
11
eSLJ f.-s. T, •.A IC'ST -
yi
t
Y
64-1-2'.l
Paraona, Thomas
74
Helen
Drive, Glens Falls
,
'
JAL -n - i/- Z 3- 9 Z
11
bi-�-���
DaGreRorlo, Jack i Gail
8 Kendrick Road, Glans Falls
i
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T, PI 4 Ta l: .4- L ( I m c r/ 5- /vl IOU t/ T E S I T -
CHAIRMAN
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C.(., e, C t` 5 o 1'F, c_ is - "ArC c N 1 :`5 , 1453
j'\.A-T ��,jr,.,,z-r Ay 5LtoC l5 7
THIS PLAN IS CONSISTANT WITH THE ZONING
ORDINANCE OF THE TOWN OF QUEENSBURY.
I HEREBY CERTIFY TO THE TOWN O�
QUEENSBURY THAT THIS MAP WA§
PREPARED FROM AN ACTUAL SURVEY
ON THE GROUND ACCORDING T§
RECORD DESCRIPTIONS.
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