2012-09-12_HYDROLOGY - M2010049

• Permit No: M2010049
• IBM Index Class Name: HYDROLOGY
• Doc Date: 9/12/2012
• Doc Name: SUBSTITUTE WATER SUPPLY PLAN
• From: DWR
• To: CHERYL SIGNS ENGINEERING
• Email Name: PSH
• Media Type: D
• Archive: No

Parameter
Ja
Fe.
Ma
Ap
Ma
Ju
Ju
•
Au•
• Se•
Oc
No
De•
An
II
II
71'
133!
71
231
11. 8.
s
•
319.
Avg Varra Diversion
0 08
0 0.
• vg River Diversion af
•
8
1
1
56'
142:
210.
110:
36'
2:
00•
1
560:
• vq Varra Diversion af
0 04
0 01
0 01
0 9
40 1 •
101 3
149 3'
78 61
25 91
1 9:
0 01
0.04
398 2
'itch Loss, af
000
00•
001
01'
60.
152•
224•
117•
38•
02•
008
001
597•
arm Head. ate Deliver af
0 0•
0 00
0 0.
0 8.
34 1.
86 1
126 9'
66 81
22 0•
1 6
0 Of
0 Of
338 5
• vailable, of
0 0:
Errnrrigrg
1 E
Ing
fa
11111111E
MEE
30 r 7
4 41
_
0 0
0 0
0 OC
30 7
ee
00
4 3
14 6r
4 OE
., 3C
'1/ Or
-_
64 6•
95 21
50 1:
16 5•
Er
• i
IN
lErt
m
• •:
253 9•
rrigatton Demand, rn
000
00•
00.00
l Return Flow
03:
18•
50•
79'
28:
07:
000
00•
189.
rrgation Demand. 0
0 0•
0 08
0.01
0 01
0 0
0 1
0 4.
0 6:
0 2
0 0:
0 00
0.00
1 5:
onsumptrve Use, of
0 01
0 00
0 00
0 3•
5 0
24 5'
66 0
96 8:
27 9•
5.7
0 0.
0.08
226 6:
ffectrve Precipitation, af
0 00
0 0•
0 00
6 31
18 2
18 9'
13 0•
11 1 •
10 6.
3 8•
0 0•
0 0•
82 1
.urface Return Flow, of
0 0'
0 01
0 0.
0 0:
3 41
8 61
12 6•
6 6•
2 2•
0 1
0 08
0 0•
33 8'
roundwater Contribution, af
0 00
0 008
0 0. 0 1 .
6 3
20 0.
37 7.
10 0.
3 41
0 2'
0 00
0 0•
77 8:
a••edGroundwater
85•
:�'rlaMIZI
Elti
68.
68:
73:
8 4
orrErvir
9531
otal Return Flow
8 5.
8 1'
7 7. 7 5.
10 51
15 4
19 4•
14 0
10 60
9 1:
9 0r
8 8'
129 1:
.011 Moisture
42•
420
420 421
821
8211
9660
281
921
00•
008
00•
•mount Exceeding Farm Delivery, af
8 5•
8 1'
7 7. 7 0
44 1. 16 5
13 2:
9 Or
8 8'
123 48
Parameter
Ja
Fet
Mar
Apr
Ma
Ju
Ju
Au•
See Oc
Nc
De• Anr
Avg River Diversion
•
II
II
71'
133!
71
231
11. 8.
s
•
319.
Avg Varra Diversion
0 08
0 0.
0 08
0 08
50 7•
95 1 •
50 6
16 4
7 9' 5 8
0.0(
0 0•
226 7
Ditch Loss
00•
00•
00•
00•
76.
142
75
24:
11,
08
00
00•
340.
=arm Headqate Delivery
0 0:
0 0:
0 0:
0 0:
43 1/
80 8
43 0
13 9:
6 7;
4 9:
0 (ir
0 08
192 7:
Available af
0 Of
0 0
00
0 0•
0 Of
limin
::
1:
0 00
:::
0 OC
0 0
0 01
001
0 2._
0 0
0 01
0 OC
4 1C
4 11 •
30 5._
4 4
32 3:
0 5/
30'
7 6r
60 6
2 4'
02
c C
32 2
04i
58 4
10 4,
8 3r
0;1
.; 1 8
5 0
3 8:
03
�ji
3 7..
1 ::
ins
M
0 OC
0 OC
001
0 i_
0 0•
0 0
144 5
21 7:
rogation Demand, in
rgationDemand 0
00:
��
IIESIEN
0 OC
11 r)(
181
MEE
51 8:
Consumptive Use 0
Effective Precipitation af
r) 0I
rr 3
0 01
1 E
Ing
fa
11111111E
MEE
30 r 7
4 41
_
0 0
0 0
0 OC
30 7
ee
00
4 3
14 6r
4 OE
., 3C
'1/ Or
-_
0 0
8 1
26 8,
3 9;
001
NM
3 9'
0 01
1 31
1 0,
1 I:
00
0 6r
1 0
IMM
Er
• i
IN
lErt
0 G
0 1"
�I OIO nl r,
1 �
Surface Return Fiov/ af
3roundwater Conti it ution of
_dgged Groundwater
; ,).
. 5
-1 3
;1 8
l Return Flow
12 0"
60 4'
8 2
34 3
e
'1 5
„ 0
.'6 3
5 0
0 0
IMM
line
MN
4 r,
1
4 r,.'
-1 67
71 0'
92 8
Soil Moisture
3u ; ,
1 5:
Amount ExceedinQFaiin Delive' . af
TABI 1' 4
(;ODI)ING ►)1TCl1 11IS'►Y)RIC.\I. l'SE ANALYSIS VALVES
( Sce\', aki: 13 shares of 183 total (ioddint2 [)itch shares)
Average of 1970 -2002
z\',eragze of 1977. 1994. & 2002
1)