QUEEN VICTORIA'S GRANT PHASE 2 1 OF 3 16'-0"
16'-0'I (TYP ALL SIDES)
R(TYPALLSIZES1
C76"PVC-SDR
R26
Y 2x2 DIST BOX
- SDR26 4'PVC-SDR26
of 6'DIA.x8'DEEP 6"PVC
- DRYWELL BY =o
FORT MILLER SDR-26
- I 8'DIA.x 9'DEEP
\o DRYWELL BY
FORT MILLER
6"PVC-SDR 26 (TYP 4 LOCATIONS)
1000 GAL. SEPTIC
TANK BY FORT MILLER 1250 GAL. SEPTIC TANK
BY FORT MILLER 2000GAL. SEPTIC TANK
BY FORT MILLER
6"PVC-SDR 26
AT6"PVC-SDR 26
6"PVC-SDR26
DRYWELL PLAN DRYWELL PLAN DRYWELL PLAN
2—UNITS 4—UNITS 6—UNITS
Not To Scale Not To Scale Not To Scale
L LY:w IIUN (-- IiXUUNU SUN(4L'C
sr"". Finish Grade
MLhNULL cull. DEslcu NOTES
,ppG DESIGN CALCULATIONS:
—pYl'� i c t4L -J 1 A [n YlH VX�v 'Ub1Y///W17//�Ur/' IvU1U1V{'sq vv(JiL1111 Ax////q a'
Unit - 300 Gallons Per Unit
~ INV[X,Uk INL iS'pYUVt I 1 ��TT��II��
INV kN1 OF UU! Lf 1 �-4
'""` J 1 _ I Inlet Pipe From Septic 1 Duplex:
11 -- uamo LLvrL _ o"nkr System
Lwu..iu,o,Nr j !T�-_ f ('� \ls 2 x 300 = 600 Gal./Da
1 1, LwuLi(ku T)iNl y
6
L\Nrtaur rek I-Y fI11 _ }1 ' Increase by 50% = 600 x 1.5 = 900 Gal. Gay
,1 u�lbl -I Tapered Plug /
k/�(
Ikl 1 g�L Y� ,V Reduce by 205 for Fiater Saver - 720 Gal./Day
nwe lL!)wwr oe uaco I L:
N,r.wu.,,swNlrwN.reL 6' Conc.Cover ,� `
Appl icatior. Rate:
' - 44'L INU U u "A%
12' Ring Crushed/ 720/2.4 cal./Sc.et./Day = 300 Sq.et.
- : ......N Stone'/ Use -
�� wwL• r a- 2-6' Dia., 8 Ft. Depth
1 __ - ' _� ""` Drywall Connector a Septic Tank
Drywall— _ Use - 1-1000 Gallon S p
(Fort Miller) a 2 Duplex:
5rCHON VILW o .
4 x 300 = 1200 Gal./Day
15 Increase by 50% = 120C x 1.5 = 1800 Gal./Day
Reduce by 20% for Water Savers'. = 1440 Gal./Dap
Application Rate:
1440/2.4 Gal./Sq.Ft./Da}' = 600 So• Ft.
u"rn,N � ✓�'
r� f- • 4 use 4-6' Dia., 8 Ft. Depth
"` T III ^ y'} I"INc / I C))
f°8o710`6�f6�,gY4D,$o ,PpOO Qjpp 4 use 1250 Gallen Septic Tank
- %'1 noL/x j •,idou�oo - 8v$ab3D°r•'60"�b��o a
3 Duplex:
II � II
L—i-J--r, Trt ; Diameter Per Plan 6 x 300 = 1800 Gal./nay
Increase by 50% = 1800 x 1.5 = 2700 Gal./Day
PLAN '.ILW
Reduce by 20% for Water Savers = 2160 Gal./Day
.SEPTIC DRYWELL DETAIL Application Rate:
YPICAL CONCRLIL SL?tiC TANK 2160/2.4 Gal./Bc.Ft,/Day = 900 S NOT .� SCALE S
T ' �;'o•,x 9
_ Ft.
NOT TO WALE ' Use 4-8' Dia., 9 £t. Depth
a
+.(' . Use - 2000 Gallon Septic Tank
q ..
TEST PIT N07. , TEST PIT NO TEST PIT N0.9 TEST PIT NO.IOBII
7ATF DEPARTMENT OF HEALTH
Vj FALLS DISTRICT OFFICE 0-6" 0-6, 0-F" C-6"
BROWN SANDY BROWN SANDY BROWN SANDY BROWN SANDY
TOPSOIL TOPSOIL TOPSOIL TOPSOIL
NOVEMBER 25 , 1987 FINE4TOMEDIUM s=le' 6'l12"
FINE TO MEDIUM FINE TO MEDIUM
BROWN SAND BROWN SAND BROWN SAND
plans for:
6-96"
COARSE GRAY
QUEEN VICTORIA'S GRANT (PHASE TWO) 24-96" Ie'=102k, SAND (DRY) COARSE GRAY
COARSE GRAY COARSE GRAY SAND (DRY)
SAND (DRY) SAND (DRY)
TOWN OF QUEENSBURY WARREN CO. N.Y.
a,t hereby approved by//JJ
NO WATER NO WATER NJ WA;ER NO WATER
t ;,,:� Cummi;;lnnel nF Nealtfi�
QUEEN VIC T OR/A 'S GRANT
APPROVED '
Que-
� �� � 1 � � �� �' � � S-� TOWNTOWNCD: Q,EENSBURY WARREN COUNTY , NEW YORK
DLi,NNiNG BOARD 1 SCALE : I' = 100' DATE : OCTOBER 9 1987
OF THE
OWN OF QUEENSBURY VOnDusen 8 Sfeves
LAND SURVEYORS , GLENS FALLS , NEW YORK
RICHARD ROBERTS CHAIRMAN PHASE TWO N.Y . STATE LIC. NO. 35617 ��' orY7�asc T 22 7s''2A. �rs s
Town of Queensbury, New Yorka -