WQ0004268_Water Balance_20081206

Water Balance and Wet -Weather Storage :Analyses
Allen Canning Rowan Road Sprayfield Expansion
Sampson County, North Carolina
December 6, 2008
vocacy ?Sound Sc7enrs)anova5on > Solulidns'
40.05 Lake Springs Court
Raleigh, NC 27613

,eae Pe5arceo
Contents
1. Introduction 1
1.1. Purpose 1
1.2. Disclaimer 2
2. Data Sources 2
3. Sprayfield Buffers 2
4. Irrigation Areas 4
5. Water Balance Equations 4
5.1. Climate and Runoff Data for Water Balance 4
5.1.1. Precipitation (PCP) r 4
5.1.2. Surface Runoff (SRO) 5
5.1.3. Potential Evapotranspiration (PET) 5
5.2. Precipitation on and Evaporation from Storage Reservoir Surfaces 7
5.3. Soils and Drainage (GWQ) for Water Balance 7
6. Monthly Water Balance Analysis 9
7. Conclusions 12
Attachment A. --Water Balance Computation 13
Attachment A (continued). --Water Balance Computation. 14
Attachment A (continued). --Water Balance Computation. 15
Attachment A (concluded). --Water Balance Computation. 16
List of Figures
Figure 1.—Rowan Road Spray Zones and Buffered Areas. 3
Figure 2. -- Net Precipitation (PCP -SRO) and PET by Month 6
List of Tables
Table 1.--Climatic and Runoff Data Used for Water Balance 5
Table 2.-- Drainage Coefficients and Drainage Rates Recommended by S&EC in Soil Scientist
Report 7
Table 3.—Drainage (Recharge) Rates from Groundwater Mounding Analysis and Equivalent
Drainage Coefficients Computed Geometric Mean Ksats for the Most Restrictive Soil Unit
Within each Irrigation Zone 8
Table 4.-- Recommended Average Annual Hydraulic Loading Rates and Wet Weather Storage
Requirements for the Rowan Road Irrigation Zones. 10
Table 5.--Recommended Monthly, Seasonal, and Annual Irrigation Rates in Inches Based Upon
the 80th % Wettest Year. 11
i

1. Introduction
This report documents the results of water balance . and wet weather storage requirement
calculations in support of the application for a modification td.non-discharge permit WQ0004268
for additional sprayfield areas for the disposal of treated wastewater. This permit modification
does not request additional wastewater treatment capacity above the present limit of 415,000
gallons per day and consequently will not require 'the permitting and construction of additional
wet -weather storage capacity. This project was performed ,by -Eagle Resources, P.A. under
contract to Allens Inc.
The area that includes the additional sprayfield capacity is referred to as the Rowan Road site
which comprises approximately 353 acres lying south of Rowan Road and east of State Road
1933, approximately 3.6 miles west-southwest of Turkey, NC'(Figure 1). The topographic relief
at the site is flat, and elevations range from approximately 80 to 135 feet. All elevations in this
report are reported relative to the 1988 North American Vertical Datum (NAVD88). .
1.1. Purpose
This water balance study has been completed in support of the non -discharge permit as required
by 15A NCAC 02T.0504 (k).
The purpose of the water balance study is to provide recommended hydraulic loading rates and
the necessary volume for storage of reclaimed water when irrigation is not possible or desirable
during wet weather periods and the recommended hydraulic loading rates based upon the
hydraulic characteristics of sprayfield soils and underlying groundwater system.,
The permit modification being applied for does not increase the total existing permitted
wastewater flow, and the existing permit includes . adequate storage for that flow rate.
Consequently additional calculations should not be necessary in support of the', permit
modification. However, we have included a statistical analysis of the. historic wastewater flows
generated at the plant for the period from April 2000 through March 2008. ,
The analyses described in this report conform to the requirements, of Water Balance Calculation
Policy recently issued by the North Carolina Division of Water. Quality (DWQ)1.
This water balance modifies the seasonal hydraulic loading ;rates as recommended by the Soil
Scientist Evaluation Report for the Rowan Road site2 Group (2006). Those rates did not
explicitly incorporate consideration the balance between precipitation, runoff, and
evapotranspiration and soil drainage to groundwater (recharge). This water balance report
incorporates all of these factors. Additionally, the soil drainage rates used in the water balance
have been reduced from the rates recommended by S&EC to avoid mounding 'of the seasonal
high watertable. The drainage rates used were determined by mounding analyses described in
the Hydrogeologic Study for Rowan Road3.
North Carolina Division of Water Quality, 2008, Water Balance Calculation Policy. Memorandum from Ted Bush
Chief, Aquifer Protection Section, September 12, 2008.
2 Soil & Environmental Consultants 2008. Soil Series and Saturated Hydraulic Conductivity Verification Report
Allen Canning Project Sampson County, NC
3 Eagle Resources, P.A. 2008 Hydrogeologic Report - Allens Canning Facility Sampson county, NC.
Allens Water Balance Report.doc 1

1.2. Disclaimer
Some analyses contained in this report relied upon data and information provided by others.
Eagle Resources P.A. makes no representations regarding the completeness, accuracy and
reliability of that data and information.
2. Data Sources
The following data sources were used for this report:
• Soil Series and Saturated Hydraulic Conductivity Verification Report by S&EC2;
• Eagle Resources, Hydrogeologic Report3;
• Existing permit number WQ0004268
• Monthly climatic station data including precipitation, minimum and maximum air
temperature for the Clinton 2 S climatic station, period of record used: January 1936
through December 2007.
• Monthly average solar radiation data for the Raleigh Durham International Airport
3. Sprayfield Buffers
The water balance analysis first determined the gross area available for irrigation by removing
soil areas mapped by the S&EC that fell within the aggregate of all sprayfield buffers in which
no irrigation is allowed under 15A NCAC 02T.0500. These buffers are shown on Figure 1 and
comprise the following:
1. 400 feet from any residence or publicly -occupied building;
2. 100 feet from any water well;
3. 150 feet from the property boundary.
4. 100 feet from any stream, wetland or other water body.
5. 100 feet from any groundwater lowering drain
The locations of water wells and residences were determined by field investigation and high
resolution aerial photography.
Allens Water Balance Report.doc
2

Figure 1.—Rowan Road Spray Zones and Buffered Areas.
(In Pocket)
Aliens Water Balance Report.doc

Oa* kler-ce5
4. - Irrigation Areas
The boundaries of the spray zones were determined by Eagle Resources using the procedure
described in the Hydrogeologic Report for Rowan Road3 that maximized drainage under
irrigation areas while keeping the depth to the watertable greater than one foot.
inches/year.
5. Water Balance Equations
Water balance calculations were performed using the following equation:
St = St_1 + [ Inflows] - [ Outflows]; or
St = St_1 + [ Qt * At + AR * PCPs /12 ] — [ IA + AR * EVPt /12 ] (1)
(1)
Where: St = Storage required at the end of month t, Ac-Ft;
St_i = Storage required at end of previous month, Ac-Ft;
AR = Surface area of area draining to all storage cells, Ac;
PCPs= Precipitation during month t, inches;
Qt = Flow of reclaimed water, Ac-Ft/day;
At = time between month t and t-1, in days
= no of days for each month;
IA = Allowable irrigation during month, ac-ft la)
= Ax * (PETt + SROt + GWQxt - PCPs) / 12;
Ax = Total sprayfield area, acres;
EVPt = Evaporation from free water surface during month t = 0.6 * PET, inches;
PETt = Potential Evapotranspiration for month t, inches;
SROt = Surface Runoff for month t, inches; and
GWQxt = Drainage to groundwater for Soil Area x during month t, inches.
Equation 1 was solved using Microsoft Excel® spreadsheet with at least two annual cycles that
demonstrated a convergent solution to wet weather storage requirements.
5.1. Climate and Runoff Data for Water Balance
Climatic data from the Rocky Mount 8ESE climatic station for the period 1955-2004 was used
for the water balance.
5.1.1. Precipitation (PCP)
In accordance with recommendations of NC DWQ, the 80th percentile wettest year for the period
of record from 1936 to 2007 was used for the water balance analysis. Table 1 shows the values
of average and the 80th wettest monthly precipitation used for the water balance.
Allens Water Balance Report.doc
4

ea* Paarce5
Month
Average
Precip
80th
• Wettest
Precip
Surface Runoff
-
Average
PET
Average
80th Wettest SRO
SRO
% of
Precip
SRO. '
% of
Precip .
in/mo
in/mo
, in/mo
in/mo `
" in/mo
Jan
4.04
4.58
0.81
20%
0.90
20%
1.81
Feb
3.81
4.32
0.76
. ' 20%
0.84
20%
" 2.17
Mar
4.36
4.94
0.87
20%
0.97
20%
3.18
Apr
3.31
3.76
0.66
- . 20%
' 0.73
20%
3.85
May
3.21
3.64
0.64
. - 20%
0.71
20%
4.34
Jun
3.92
4:45
0.78
20%
0.87.
20%
4.41
Jul
' 4.90
5.56
0.98
20%
- 1.09
- 20%
4.41
Aug
4.78
. 5.43
0.96
20%
1.06
20%
4.05
Sep
4.07
4.62
0.81 '
20%
0.90
20%
. 3.29
Oct
3.25
3.69
0.65
' .20%
- 0.72
20%
2.82
Nov
2.99
3.39
0 60
20%
0.66
20%
1.96
Dec
3.38
3.83
0.68
. ,20%
0.75
20%
1.66
Annual
46.03
52.20
9.21
' 20%
.. 10.20
20%
37.94
Table 1: -Climatic and Runoff Data Used for Water Balance.
5.1.2. Surface Runoff (SRO)
Because the precipitation used for, the wet weather storage, water balance calculations uses the
80th percent wettest condition, the surface runoff used should also reflect the 80th .percent wettest
condition. Consequently, the average monthly surface runoff values were computed using 20%
of the monthly 80th percentile wettest precipitation discussed above.
5.1.3. Potential Evapotranspiration (PET)
PET was calculated using the Priestly -Taylor equation which is a simplificationof the Penman
energy balance equation. The Penman Equation accounts for the balance between radiant and
sensible heat and the loss of latent heat by advection (wind). The Priestly -Taylor equation
modifies the Penman equation by ignoring the advective term and by 'multiplying the remaining
energy term by constant (aPET = 1.28) to estimate Ep from climatic data for conditions'wheri the
general surroundings are wet or humid:
PET = = �.EP PE,
s (Rn -G).
s+y
Where A, = latent heat of vaporization of water,
Ep = potential water vapor flux density,
s = slope of the saturation vapor density curve,
= thermodynamic psychrometric constant,
R„ = net radiative flux density, and
G = sensible soil heat flux density.
By ignoring the advective (wind) term in the Penman equation, and using apET, to account for
humid conditions expected in sprayfield environments, the Priestly -Taylor Equation is the most
applicable to the Elm City project. Several recent publications support the use of the Priestly -
Taylor Equation for sites in North Carolina. The North Carolina State Climate Office maintains
the on-line CRONOS database to assist the agricultural industry in determining Potential ET
Allens Water Balance Report.doc

using hourly and daily data collected at stations throughout North Carolina. This agency uses
both the Penman -Monteith and the Priestly -Taylor equations to compute PET. Table 1 shows
the monthly values of PET used for the water balance, and Figure 2 shows the monthly balance
between net precipitation (PCP_SRO) and PET.
Monthly Value, Inches
5.00
4.50
4.00
3.50
3.00
2.50
2.00 —
1.50 —
1.00 —
0.50 —
O80th % Wettest
PCP- SRO
El PET
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Figure 2. -- Net Precipitation (PCP -SRO) and PET by Month.
Allens Water Balance Report.doc
6

5.2. Precipitation, on n and Evaporation from StorageReservoir
Surfaces
This water balance does accounts for precipitation oh and evaporation from the existing
27 acre wet weather storage reservoir.
5.3, . Soils and Drainage (GWQ) for Water Balance
The method recommended by the North Carolina Division of Water Quality to account
for the drainage component of the water balance equation is to apply a drainage
coefficient of 0.05 to 0.10 that is multiplied by the vertical hydraulic conductivity of the
least permeable horizon (Ksat). The S&EC conducted measurements of Ksat in these
horizons and recommended applied drainage coefficients ranging from 1 to 7% as shown
in Table 2. •
Soil Map Unit
Geometric Mean
Ksat
in/hr
Recommended
Drainage
Coefficient
Drainage
in/hr
in/yr
Norfolk / Wagram
0.316
4%
0.0126
110.7
Goldsboro / Noboco
0.147
7%
0.0103
- 90.1
Tarboro / Kalmia
3.83
1%
0.0383
335.7
Table 2.-- Drainage Coefficients and Drainage Rates Recommended by S&EC in Soil Scientist
Report.
The drainage values used for this water balance analysis and report were determined by
initially applyingthe wet season values from the Table 2 to the groundwater flow model
-as recharge and then making the necessary adjustments irrigation zones and drainage
rates to prevent the modeled steady state watertable from being within one foot of the
land surface while maximizing the applied irrigation rates.
This process resulted in eighteen (18) ..irrigation zones. Table 3 shows the zones, areas,
and drainage rates determined from the mounding analysis. Table 3 also includes the
equivalent drainage coefficients computed as the ratio between drainage, rate from
mounding analysis and the geometric mean Ksat value for the most restrictive soil within
each .zones. Because all the equivalent drainage coefficients are less than the values
recommended by S&EC, the drainage rates used in the water balance all are less than
those recommended by S&EC.
Allens Water Balance Report.doc
1

ewe ?cam
Irrigation Zone
Area
Ac
Drainage
Capacity
Mounding
Ana
from
ysis
Most
Restrictive
Soil within
Zone
Geom.
Mean Ksat
for Most
Restrictive
Soil In
Zone in/wk
Calculated
Equivalent
Drainage
' Coef-
ficient
in/wk
in/yr
..,� Zone 1
1.93
1.36
71.00
. �� Nofolk/
' Wag ran
�53.09
2.563%; ,
Zone 2
3.23
1.12
58.51
Nofolk/
Wagram
53.09
2.112%
Zone 3
11.69
1.13`
59.11
'Goldsboro/
'Noboco
'24.70
4.587%0`
Zone 4
1.89
0.32
16.53
Goldsboro/
Noboco
24.70
1.283%
one 5
0.78
0:31"
16.01
Goldsboro/
Noboco
24.70
1.243%
Zone 6
1.94
0.88
•
45.85
Goldsboro/
Noboco
24.70
3.558%
Zone 7
.00
0:69 .
.'36 25
Goldsboro/
, . Noboco
•
-,'24.70
2 813%g,°,
Zone 8
2.59
0.82
43.03
Goldsboro/
Noboco
24.70
3.339%
Zone9
0.79'
0.57
29.53
Goldsboro/
°;Noboco
'".
24.70
2.291%
Zone 10
1.83
0.79
73.13
Nofolk/
Wagram
53.09
2:640%
one 11
0.67
0.79
66.34
Goldsboro/
Noboco
° 24.70
5.148%.
Zone 12
3.74
0.79
68.90
Goldsboro/
Noboco
24.70
5.347%
Zone 13,
2.13
.* "
0.79:
.
64.83
Goldsboro/
°,, Noboco ,
24.70 '
: 5.031%
Zone 14
7.65
0.79
69.79
Goldsboro/
Noboco
24.70
5.416%
Zone 15.
0.97
0 79
64.05.
Goldsboro/
.,;: Noboco .
',24.70 .
_, 4 970%;,"
Zone 16
7.20
0.79
66.37
Goldsboro/
Noboco
24.70
5.151%
one
'2.27
0,79.
17.25
Goldsboro/
Noboco
24.70
s
1.339%;
Zone 18
17.09
0.79
79.80
Goldsboro/
Noboco
24.70
6.193%
Table 3.-Drainage (Recharge) Rates from Groundwater Mounding Analysis and Equivalent
Drainage Coefficients Computed Geometric Mean Ksats for the Most Restrictive Soil Unit Within
each Irrigation Zone.
Allens Water Balance Report.doc
8

e"-
6. Monthly Water Balance Analysis
The monthly water balance equation was solved to determine the wet season and dry
season application rates to the combination of the old and new sprayfields that resulted
in a convergent water balance solution. A convergent solution is required to assure that
adequate wet weather storage capacity is available to hold water during periods when
irrigation cannot be applied.
Table 4 shows .the resultant recommended average annual hydraulic loading rates and
Table 5 shows the recommended rates for the wet (October -February) and dry (March-
September) seasons as well as the average annual rate weighted for the duration of the
wet and dry 'seasons. The annual average rates range from 12.60 inches per year on zone
5 to 75.75 inches per year on zone 18. The annual irrigation capacity for the .Rowan-
Road Fields is 245,000 gallons per day as shown in Table 4
The convergent required wet weather storage for the 69.37 acres comprising the Rowan
Road irrigation zones is 10.16:million gallons as shown in Table 4. The Rowan .Road
irrigation zones will have the capacity to handle 59% of the permitted capacity of
415;000 gallons per day, leaving a balance of 170,000 gallons per day to be applied to
the existing fields: Assuming that the ratio of irrigation capacity between the existing
and Rowan Road fields is equal to the ratio of "storage requirements for the existing and
Rowan Road fields a total storage capacity.. of 17.2 million gallons would be required
(1046mgal x 245,000 gpd for Rowan Road/ 415,000 gpd permit capacity). -
It is estimated that the existing reservoir has a storage; capacity of at least 20 million
gallons assuming an effective surface area" of 27 acres and an effective average depth of
2.5 feet.. Consequently, the existing_ storage 'reservoir provides adequate capacity to.
handle the full 415,000 gallons per day. Because this reservoir has apparently been
Attachment A shows the monthly convergent water balance solution that is broken out
for 'the eighteen (18) • irrigation zones arid the " maximum wet weather storage
requirements
Allens Water Balance Report.doc

P6'5arcee
Irrigation
Zone
Area
Ac
Most
Restrictive
Soil within
Zone
Irrigation Capacity of Sprayfields
Prorated
Net
Precip -
Evap on
Storage
(ac-ft/yr)
Maximum Net
Wastewater Flow
in/wk
in/yr
ac-ft/yr
gal/day
ac-ft/yr
he1
�93
.. Nofolk/
Wagram ,
1.29:
' y
66.9'4
u�10.75 ;
2 09
728r
8 66
Zone 2
3.23
Nofolk/
Wagram
1.05
54.45
14.64
2.84
10,523
11.80
11 69��-
Goldsboro/
� Noboco �
1`.06,
:�
, 55:06
.,,,„`53.62,
10 42
� 38,545
43 21s
Zone 4 •
1.89
Goldsboro/
Noboco
0.25
12.99
2.05
0.40
1,471
1.65
Zone 5
0:78
Goldsboro/
' Y -- Noboco ,
0 24
.,512.60
�F , �, 0.82 .
0.:16
586
r ; 0.66;
Zone 6
1.94
Goldsboro/
Noboco
0.80
41.79
6.76
1.31
4,859
5.45
Zone 7
.
1 00
Goldsboro/ I
-Noboco
t
.. „.0.62
�''
"
32'19
°, . 2 68,
0.52 ,
.. 1,924
. 2.16
Zone 8
2.59
Goldsboro/
Noboco
0.75
38.98
8.41
1.63
.6,043
6.77
Zone 9 -:
0.79
Goldsboro%
° Noboco
0.49
' 25.47
1.68'
0 33
w x1 206
o 1 35"!
Zone 10
1.83
Nofolk/
Wagram
1.33
69.07
10.53
2.05
7,571
8.49
Z one 11;� ,
_,
0 67r
Goldsboro/
";Noboco_:
-
1.20
,, , $',
„62.28
3.48
.' 0.68
2,504.
= '
`2.8(
Zone 12
3.74
Goldsboro/
Noboco
1.25
64.84
20.18
3.92
14,509
16.26
Zone 13
.2:13
Goldsboro/
Noboco �
1-.17
'
' 60.78
u10 81°°
2 10
,7,769'
,
Zone 14
7.65
Goldsboro/
Noboco
1.26
65.73
41.88
8.13
30,102
33.74
Zone 15
097
Goldsboro%R��
,'Noboco
1.15
'59.99
4.85
. 0.9'4
3,4
3 9,1,rx
Zone 16
7.20
Goldsboro/
Noboco
.
1.20
62.32
37.39
7.26
26,873
30.12
one-7
2.27
Goldsboro!„�
. -: Noboco E
�0 26
..,�
13.61
w
r 2 58
; 0.50„
,,_. 1,854.);
.. ,.;2.08
Zone 18
17.09
Goldsboro/
Noboco
1.46
75.75
107.86
20.95
77,529
86.91
Total
Application
Area
69:37
340.96
Total
245,084
` = 90.19
Analysis Date
12/6/08
245,044
GPD
10.16
Mgal
41
Days
Table 4.-- Recommended Average Annual Hydraulic Loading Rates and Wet Weather Storage
Requirements for the Rowan Road Irrigation Zones.
Allens Water Balance Report.doc
10

•
Zone
Irrigation Rates (Wastew ater, Plus Precip-Evap on Storage) Based -upon 80th %o wettest year (inches)`•
Jan
Feb
Mar
/
Apr
May
Jun
Jul
Aug
-Sep
Oct
.Nov
Dec
Annual
Oct -Feb
Mar
Sep
Zone 1
4.15
4.19
5.23
6.65
7.43
6.66
5.96
5.71
5.41
. 5.88
5.07
4.61 •
-66.94
' 23.89
.43.05
Zone 2
' 3.09
3.23
4.17'
5.63
6.37
5.64
4.90
4.65
. 4.38
4.82
4.04
3.55
54.45
18.72
.35.74
Zone 3 .
' , 3.14
3.27
4.22
5.68
6.42
5.69
4.95
4.70
4.43
4.87
4.09
3.60
55.06
18.97
36.09
' Zone 4
-
-
0.61
2.18
2.81
, 2.19'
' 1.34
1.09
0.93
.1.26
0.59
-
, 12.99
1.85
11.14
Zone 5
-
-
, ' b.56
2.14
2.76-
2.15
1.30
1.04
0.89
' 1.21
.0.55
-
12.60
1.76
10.84
• Zone 6
2.01
2.25
3.09
4.59 '
5.30
- 4.60
3.83
3.57
. ' 3.34
- ' 3.74
3.00
2.47
.41.79
13.47
28.32
Zone 7
1.20
1.50
2.28
3.80
4.48
• 3.81
3.01
2.76
2.55
2.93
; 2.21
1.66
32.19
9.50
22.70
Zone 8
1.77
.2.03
2.86
4.36
5.06
` 4.36
' 3.59.
3.33
3.11
3.50
2.77
2.23'
`38.98
12.31
26.67
Zone 9 •
0.63
0.98
1.71
3.25
3.9.1
3.25
2.44
2.19
' 2.00
' 2,36
1.66
1.09
25.47
6.71
18.76
Zone 10
4.33
4.36
5.41•
6.83
7.61
6.84
6.14
5.89
- 5.58
6.06-
5.24•
4.79
69.07
24.77
44.30
Zone 11 :
, 3.75
3.83
4.83
6.27
7.04 ,
6.28
' 5.57'
5.31.-
5.02
5.48
• 4.68
4.21
62.28
21.96
40:62
Zone 12
3.97
4.03
5.05
' 6.48
7.25-
6.49'
. 5.78
5.53
, 5.23
5.70
' 1-4.89
4.43
64.84
23.02
41.82
Zone 13
3.62
::3.71
4.71
6.15
6.91
6.15
, 5.44
5.18,
4.90
. 5.35
4.56
; 4.08
. 60.78
21.33
39.44
Zone 14
4.04
4.10
5.13
6.56
7.33
- .
6.56
5.86
7
5.61
,5:31
5.78'
4.97
-4.50
65.73
23.39
42.34
Zone 15
3.56
3.65
t 4.64
6.08
; 6.84
6.09
5.37
5.12
4.84.
5.29
4.50
4.02
59.99
. 21.01
38.98
Zone 16 .
3.75
3.83
4.84
6.27
7.04
.6.28
5.57
5.32
5.03
5.49
4.69
4.21
62.32-
21.97
40.34
Zone 17
-
0.03
0.67
2.24
2.87
2.25
.1:40
1.15
0.99-=
1.32
0.65-
0.05
- 13.61
2.05
11.56
Zone 18.
4.89
, 4.87
5.98
7.38
8.18
.7.38
6.71 .
6.46
6:13
• 6.63,
5.79
5.35
75.75
27.53
48.21
Table S.-Recommended Monthly, Seasonal, and Annual Irrigation Rates in Inches Based Upon the
80th % Wettest Year. .
Aliens Water Balance Report.doc

7. Conclusions
This report presents a monthly water balance analysis used to design wet weather storage
for the expanded wastewater treatment facilities for the Rowan Road supplemental
irrigation fields for the Allen Canning Facility, Sampson County, NC. The storage
analysis is based upon the 80th percentile wettest condition (combination of precipitation
minus losses from evapotranspiration, runoff, and drainage to groundwater) using 72
years of local climatic data that extends from 1936 to 2007. The analysis used soil areas
mapped by S&EC as well as and initial soil drainage ratesrecommended by S&EC. The
final recommended irrigation rates were based upon drainage rates that groundwater
modeling and mounding analyses showed resulted in a likely depth to water of greater
than one foot.
The annual average rates range from 12.60 inches per year on zone 5 to 75.75 inches per
year on zone 18. The annual irrigation capacity for the Rowan Road Fields is 245,000
gallons per day.
Wet weather storage requirements for the convergent water balance solution are 10.16
million gallons for the Rowan Road fields and an estimated 17.2 million gallons for the
combination of the existing fields and the Rowan Road fields. This volume is less than
the estimated: total permitted capacity of the existing reservoir of 20 million gallons.
Aliens Water Balance Report.doc
12
/e5arces

r,
Attachment A. --Water Balance Computation.
Year
Mo
Days per
month
Average
Precip
80th %
Wettest
Precip
80th %
Dryest
Precip
Average
PET
Preistley-
Taylor
SRO ©
0.2x 80%
Wettest
Precip
= Zon' 1 : ..
Zone 2
' Zone 3 , i
Zone 4
7
'^ Zone 5
-Drain-
age
'
-Sum'of
Losses
. ,
Drain-
age
Sum of
Losses
Irrigation
Drain-
'= age.,
Sum o1
Irrigatio
-
Drain-
age
Sum of
Losses
Irrigatio
Dram-:
',age::
Sum of
.Losses
� Irrigation ,
Inches
Inches
Inches
Inches
Inches
Inches.
-Inches
,, _
Inches
,Irrigation',
Ac-Ft.
..
t."GPD
Inches
Inches
Inches
Ac-Ft
GPD
„inches
,Losses
Inches
,n
.Inches
Ac-Ft
1GPD
Inches
Inches
Inches
Ac-Ft
GPD
InGxs
inches
-Inches
Ac-Ft
.GPD.
1,
Jan
31
" 4.04
4,58
3.51
1.81
0.90
6,03
"'8.73
'"4.15
'-0.67-`-',6,999
4.97
7.67
3.09
0.83
8,721
"°,5,D2-
, 7.72
3.14
' 3.06,
','32,117'
1.40
4.11
-
-
-
:;1.36.
:',4.06
;=.
-
-
Feb
26.25
3.81
4.32
3.31
2.17
0.84
5:49
8.51
'4.19
` 0.67.
7,764
4.53
7.54
3.23
0.87
10,001
, '4.57
'7.59
3.27
" 3.19
'36,756
128
4.30
-
-
-
" -124
: -4,26`
c
-
-
Mar
31
4.36
4.94
3.79
3.18
0.97
6.03
'10.17
523
0.84
8,828
4.97
9.11
4.17
1.12
11.783
5.02
9.16
4.22
4.11
43,209
1.40
5.55
0.61
0.10
1,005
'1.38
5.51
' 0:56
=0.04
`- 383
Apr
30
3.31
3.76
2.88
3.85
0.73
5.83
10.41
=.6.65'
1.07
. - 11,608
4.81
9.39
5.63
1.51
16,437
4.86
9.44
5.68
5.53
, 60,069
1.36
5.94
2.18
' 0.34
3,731
''. 1.32
,...5,90
2.14
0.14
„ 1,504
May
31
3.21
3.64
2.79
4.34
0.71
"8.03
11.08
7.43
' 1:19
; 12,544
4.97
10.02
637
1.71
18.004
-..'.5.02
10.07
8.42
' 6.26
.65,745.
1.40
6.45
2.81
0.44
4,649
„ 1.36
, 6.41
= 2.76.
0.18
-` 1,881
Jun
30
3.92
4.45
3.41
4.41
0.87
, 5.83
11.11
- 6.66
; 1.07
.11,620.
4.81
10.08
5.64
1.52
16,456
°_4.86.
10,13
5.69
,. 5.54,,..'.60,138.'
1.36
6.63
2.19
0.34
3,742
, 1.32
;, 6.59
- 2.15
0.14
. -":1,508
Jul
31
4.90
5.56
4.26
4.41
1.09
6:03
. 11.52
„ 5.98
' ".0,96;
"'10;066
4.97
10.46
4.90
1.32
13,855'_.
..i 5.02
10.51
4.95'
4.83
50,7171,
1.40
6.90
1.34
0.21
2,219
1a1.38
'•.:= 6.86
1,30
0.08
: 882'
Aug
31
4.78
5.43
4.16
4.05
1.06
6.03
11.13
•=-'5.71`
50:92
' `,'9,636
4,97
10.07
4.65
1.25
13,135
" 5.02
1013.
4.70
4.58-,
`48;108;=
1,40
6.51
1.09
0.17
1,797
;168,
i,'8,47°
-•:. 1.04
' 0.07
.' ',, 709'..
Sep
30
' 4.07
4.62
3.54
3.29
0.90
5.83
10.02
'' 5,41`
. 0.87'
` 9,431'"
4.81
9.00
4.38
1.18
12,792
' 4.86
; 9.05
4.43
4.31
"'46,8644
1.36
5.55
0.93
0.15
1,596
'.1.32
,.'5.51,
'' 0,89
` 0.06
-r626:
Oct
31
325
3.69
2.83
2.82
0.72
6.03
657
'"5.88
0.94
9,922
4.97
8.51
4.82
1.30
13615
5.02
8.56
4.87
4,74
` 49,846
1.40
4.94
1.26
0.20
2,078
'1.36
`, 4.90
1.21
0.08
' ''824.
Nov
30
2.99
3.39
2,59
1.96
0.66
5.83
8.45
5.07
0.81
8637
4,81
7.43
4.04
1.09
11.799
4.86
7.48
4.09
3.98
43267
1.36
3.98
0.59
0.09
1,014
,'1.32
3.94
0.55
",. 0,04:'-•
387
Dec
31
3.38
3.83
2.94
1.66
0.75
6,03
' 8.44
4.61
0.74
7,777
4.97
7,38
• 3.55
0.95
10,023
5.02
743
3.80.
3.50
36,834
1.40
3.81
-
.-
-
1.36
','3.77
-
-
-°`..
2
Jan
31
4.04
4.58
3,51
1.81
D.90
6.03
8.73
4.15
. 0.67
6,999
4.97
7.67
3.09
0.83
' 6721
5.02
7.72
, 3.14
3.06
32,117,
1.40
4,11
-
-
-
..1,38
„'4:06
, -
..
Feb
28.25
3.81
4.32
3.31
2.17
0.84
5,49
'8.51
4.19
' 0.67-
7,764
4.53
7,54
3.23
0.87
10,001
4.57.
' 7,59
3.27
3,19
36,756
128
4.30
-
-
-
: 124
' 4,28
- ,
- -
-
Mar
31
4.36
4.94
3.79
3.18
; 0.97
6.03
. 10.17
, 5.23
, 0.84
_', 8,828
4.97
9.11
4.17
1.12
11383
5.02
9.16.
422
..4.11
' `43209'
1,40
5.55
0.61
0,10
1.005
"..1.36,
:-.5.51,
°_" 0.56
'- 0.04
""383.
Apr
30
3,31
3.76
2.88
3.85
0.73
5.83
- 10.41
6.65
1.07
' 11,608r
4.81
9.39
5,63
1,51
16,437
-= 4.86
9.44
5.68
•.. 5.53
" 60,069
1.36
5.94
2.18
0.34
3,731
^''32
',, 5.90
''2:14"
- 0,14
. 1,504
May
31
3.21
3,64
2.79
4.34
0.71
6.03
'11.08
-7.43
, 1.19
12,544
4.97
10.02
6.37
1.71
18604
; 5,02
10.07
' 6.42
' 6,26
65,745
1.40
6.45
2,81
0.44
4,649
1.36
' -6,41
2,76
0.18
. ' 1,881
Jun
30
3.92
4.45
3.41
4.41
0.87
5,83
' 11.11
6,66'
1,07
11,620
4.81
10.08
5.64
1,52
16,456
4.86
10.13
5.69
5,54
, .60,138
1.36
6,63
2.19
0.34
3342
"1.32.
' 6.59
2.15
0.14
1,508
Jul
31
4.9D
5.56
4.26
4.41
1,09
6,03.
. 11.52
5,96
0.96
10,066
4.97
10.46
4.90
1.32
13,855
5.02
10.51
4.95
4,83
50,717
1.40
6.90
1.34
0.21
2,219
-. 1..36-
6.86
1,30
0.08
' 882
Aug
31
4.78
5.43
4.16
4.05
1.06
, - 6.03
11.13
' 531
0,92
9,636
4.97
10,07
4.65
1.25
13,135
' 5.02
10.13
4.70
4.58
. 48,108.
1.40
6.51
1.09
0.17
1,797
' " 1.38
'6,47.
' 1.04
0.07
. '709
Sep
30
4,07
4.62
3,54
3.29
0.90
' 5.83
10.02
.5.41
0.87
9,431
4.81
9.00
4,38
1.18
12,792
. 4.86
'9.05
4.43
4.31
46.864
1.36
5.55
0.93
0,15
1,596
, ^' 1.32
' '651
= 0.89
0.06
626.
Oct
31
3,25
3.69
2.83
2.82
0.72
_' 6.03
9.57,
'. '5.88-
: A.94
' .,- 9,922.
4.97
8.51
4.82
1.30
13,615
,''5.02
. 8:56
' 4.87
" 4.74
! ' `49,846i.
1,40
4.94
1.26
0.20
2,078
„ =1.30
„C.,'4,90.
"' 1.21
, 0.08
"824
Nov
30
2,99
3.39
2.59
1,96
0,66
.5.83.
;;8.45
.; 5.07
,,.0181
- K8,837
4.81
7.43
4.04
1.09
11399
4.86
',,' 7,48
`s..4.09'
' 3.98
_,'- 43,267
1.36
3.98
0.59
0.09
1,014
'1.32,
. 3.94
:;',0.55
.-0.04
. ,::.387
Dec
31
3.36
3.83
2.94
1,66
0.75
. '6,03'
. ,^,8,44;
., 461.
: 0,74
"2'7,777
4,97
7.38
3.55
0.95
10,023
, 5 02
. 7,43'
_ 3.60
-3.50
,:36,834s
1.40
3.81
-
-
-
';'1.36'
" 327
,
3
Jan
' 31
4.04
4,58
3.51
1.81
0.90
'6.03'
^ 8.73
'.,4.15.
0,67-
_. 6,999
4.97
7.67
3,09
0.83
8,721
;`,5.02
..7.72
3,14
-= 3,06
' 32,117
1.40
4,11
-
-
Feb
28.25
3.81
4.32
3.31
2.17
0.84
5.49
8.51
' 4.19
'0.67.
... -7,764
4.53
7.54
3,23
0.87
10,001
: 4,57
7.59
327
3.19.
36,756
1.28
4,30
-
-
-
124.
4.26'..
-
'- "
' .-
Mar
31
4.36
4.94
3,79
3.18
0,97
8,03
10.17
• 5.23
0.84
8,828
4.97
9.11
4.17
1.12
11,783
5.02
9.16
., '4.22
4.11.
43,209`
1.40
5.55
0,61
0.10
1,005
, ,1:36
_ 5,51
0.56
''0.04
1 ,'. 383
Apr
30
3.31
3.76
2.88
3.85
0.73
5.83
10.41
-' 6,65
- 1,07.
, 11,608
4.81
9.39
5.63
1.51
16,437
4,86
- .; 9.44
5,68
5.53.
' 60,069
1.36
5.94
2.18
0,34
3,731
; 132
'=: 5.90
- 2:14
' 0.14
1,504
May
31
3.21
3.64
2.79
4.34
671
. ,6,03
'..11,08.
^ 7i43;
, 1,19
: 12,544
4.97
10.02
6.37
1.71'
18,004
'5.02
,'10.07
" 8.42
6.26
' 65,745
1,40
6.45
' 2.81
0,44
4,649
;1.36
".`:,8.41
. '2,76
0.18
'.'' 3;881`
Jun
30
3.92
4.45
3.41
4.41
D.87
5,83
':;11.11
_6.66
''1.07-
' 11,620
4.81
10.08
5.64
1.52
16,456
'4.86
s 10.13
5.69
',' 5.54
' .60,138-
1.36
6.63
2,19
0,34
3742
1,32
-,,,'„'.:-6.59'
- 2:15
' 0.14
1,508
Jul
31
4.90
5.56'
4.26
4.41
1.09
6,03
11,52
'' 5.96,
. 0.96`
, '10,066
4.97
10.46
4.90
1.32
13,855
=,5.02
'10.51
4.95
4,83.
,,50:717'
1.40
6,90
1.34
0,21
2,219
=.1.36;
:;6,88
' 1.30
-; 0.08`
1: ;882,
Aug
31
4.78
5,43
4.16
4.05
1,06
6.03
:11,13
' 5,71`
0.9'
' • 9,636
4.97
10.07
4.65
1.25
13,135
5.02
:-10,13
4.70'
4,58
` ''48106
1.40
6.51
1.09
0.17
1,797
"1.36,
"' s6.47
:1.04
607
' ' 709
Sep
30
4.07
4.62
3,54-
3.29
0,90
5.83
,10.02
.5,41
:687-
', - 9,431
4,81
9.00
4.38
1.18
12,792
- 4.88
: `1.05
4,43
4.31
46,864
1,36
5.55
0,93
0,15
1,596
„1132
-".-6.51
0.89
0,06
'-.626-
Oct
31
3.25
3.69
2.83
2.82
0.72
6.03
9.57
,' 5,88
0.94
.9,922
4.97
8,51
4.82
1,30
13,615
. 5.02
. 8.56
4.87
4.74
49,846
1.40
4.94
1.26
0.20
2,078
: 1.36
, 4.90
. 1.21
0.08
a 824
Nov
30
2.99
3.39
2.59
1.96
0.66
5.83
.' 8.45
." 5.07
0,81
- 8,837
4.81
7,43
4.04
1.09
11,799
4,86
` 748
4.09
3.98
1 43,267
1,36
3,98
0,59
0,09
1,014
1.32
_ 3.94
, 0.55
0.04
' ' .387
Dec
31
3.38
3.83
2.94
1.66
0,75
'603.:,.
8.44
-. 4.81
0.74
:'- "i7,777
4.97
7.38
3.55
0,95
10,023
. 5.02
7.43
', 3,60
3.50.
„,36;834:
1.40
3.81
K.1.38
.,. 377_•
4
Jan
31
4.04
4.58
3.51
1.81
0.90
"`8.03
' 8,73'
:.4.15'
0.67
'..,..=6,999.
4.97
7.67
3.09
0.83
8,721
.. 5,02
:7,72
3.14
. 3,06
'. ,32,113.
140
4,11
-
, 1.36,
_ 4 06
""--
Feb
28.25
3.81
4.32
3.31
- 2.17
0.84
., 5:49
, . 8:51
, 4,19
, 0.67
-.f.,7,764:
4,53
7,54
3.23
0.87
' 10,001
",.4.57,-
' 7.59
.', 327,
3.19"
'.' 36,756
1.28
. 4.30
-
-
-
"' ,1'24
.4,26
,"
- Mar
31
4.36
4,94
3,79
3,18
0.97
6,03
';1017
',523'
084
° '8,828
4,97
9.11
4.17
1.12
11,783
502,
916
'412
Of-
'` 43,209'
1.40
5,55
' 0.61
0.10
1,005
166'
651
t 0,66
0,04
,383,
Apr
30
3.31
376
2.88
3.85
0.73
;.5.83
.10,41
.6.65^
, , 1.07
,• ;':.11,808`
4.81
9.39
5.63
1,51
16,437
4,86,
a -9.44
,;,5:68
5,53
+: '60,069t
1,38
5,94
2.18
0.34
3,731
' 1.32
', 690
.,,2.14
'0,14''
.,1,504'
May
31
3.21
3.64
2.79
4,34
0.71
6.03
11.08
' .7.43''
1.19
'".,.12,544
4,97
10,02
6.37
1.71
18,004
: "562'
'•` 10,07
a"6:42
6,26.
; ':, 65,745,
1,40
6.45
2.81
0.44
4,649
°'"1,36
', 6,41
.-'" 2.76
0,18
`.: 1.881
Jun
30
3.92
4.45
3.41
4.41
0,87
;5.83'
r:;11.11.','., 6.66
1.07
.11,620
4.81
10.08
5.64
1.52
16,456
' 4.86
10,13
r. 5.69
5.54
„-', 60,138.
1,36
' 6.63
2.19
0,34
3,742
=', 1.32
^, 659
5',2.15
, 0.14';. . 1,508.
Aliens Water Balance ReporLdoc
13

Attachment A (continued). --Water Balance Computation.
Year
Mo
-
Days
per
month
-
Average
Precip
Both %
Wettest
Precip
80th %
Dryest
Precip
Average
PET
Preisuey-
Taylor
SRO
x 80%
Wettest
Precip
Zone 6
. Zane ,
Zone 8
` Zone9 -
Zone 10
Drain-
age
Sum of
Losses
Irrigatio
n
Drain-
_age,
Sum of
Losses
Irrigattoo
, ., ,. , ,.-
Drain-
age
Sum of
Losses
Irrigatio
n
Drain -age
- -
Sum of
Losses
Irigatio
n
<>
Drain-
age
Sum of
Losses
Irrigatio
n
Inches
"Inches
Inches
Inches
Inches
Inches
Inches
Inches
.Ac-Ft
GPD
Inches
Inches
`Irnches
Ae.F"t
IGPD.
Inches
Inches
Inches
Ac-Ft
GPD
,Inches ,-
Inches
'Inches
,Ac-Ft
`GPO �-,
Inches
fiches
Inches
Ac-Ft
GPO
1
Jan
31
4.04
4.58
3.51
1.81
0.90
3.89
6.59
2.01
0.33
3,419
3.08
"5.78,
-`<120`
0.10;
, ' ' 1,048"
3.65
6.36
1.77
0.38
4,019
;'2.51
; 5.21'
' " 0.63
`-r 0,04
' ;<-434'
6.21
8.91
4.33
0.66
6,935
Feb -
28.25
3.81
4.32
3.31
• 2.17
0.84
3.55
6.56
2.25
0.36
4,190
2.80
_
5.82
' 1.50
0.13.
"., .1,442,;
3.33
6.35
2.03
0.44
5,046
228
5.30.
- 0.98
- 0,06
- , 747-
5.66
8.67
4.36
0.66
7,661
'Mar
31
4.36
4.94
3.79
3,18
0.97
3.89
8,04
3.09
-0.50
5,261
- 3.08'
7.22
" 2.28
D.19
, 1,993
3.65
7.80
2.86
0.62
6,475
•„. 2.51
6.65:
'' 1.71
-0.11.
_' 1,184
6.21
10.35
5.41
0.83
8,672
Apr
30
3.31
3.76
2.88
3.85
0.73
3.77
8.35
4.59
0.74
8,062
2:98"
'""7,56
3,80'
- 0,32-
, 3,432
3.53
8.12
4.36
0.94
10,210
- - 2.43
. 7.01
3.25
' 0,21
-.',' 2,324
6.01
10.59
6.83
1.04
11.312
May
31
3.21
3.64
2.79
4.34
0.71
3.89
8.94
5.30
0.86
9,004
3.08
18.13
e,4.48:
; 0,37`
` ' 3,916
3.65
8.70
5.06
1.09
11.467
`"2.51'
" 7.56
, 3.91
° 0,26
' `-2,708.
6.21
11.26
7.61
1.16
12.200
Jun
30
3.92
4.45
3,41
4.41
0.87
3.77
9.04
4.60
0.74
8,073
2.98,
_8.25'
3.61 t
D 32F
, .._ 3.438
3.53
8.81
4.36
0.94
10,225
'2,43
4 7,7o-
.3 25
60,21
w, 2,329..
6.01
11.28
6.84
1.04
11,322
Jul
31
4.90
5.56
4.26
4.41
1.09
' 3.89
9.39
3.83
0.62
6,508
3 08;
,8 57,
, ; 3.01 ",'
; `0:26
, ` 2,633:
3.65
9.15
3.59
0.77
8,138
; 2:51„
8.00'
2;44
; `0.16
a -^ ; 1,692'
6.21
11.70
6.14
0.94
6847
Aug
31
4.78
5.43
4.16
4.05
1.06
3.89
9.00
3.57
0.58
6,075
' 3.08`',
8.19
,. 2.76°
.' 0.23-
= 2:411;
3.65
8.76
3,33
0.72
7,560
` -' 2.51
'7,61,.
2,19
,'0.1„4
:` , ,1,515"
6.21
11.32
5.89
0.90
9,439
Sep
30
4.07
4.62
3.54
3.29
0.90'
3.77
7.96
3.34
0.54
5,868
. 2.98 <
.; 7.17
- 2.55
0 21,
, ' 2:305
3.53
7.72
3.11
0.67
7285
- - ' 2,43
6.62
, 2 00"
0.13.
- 1,431'
6.01
10.20
5.58
0.85
9,244
Oct
31
3.25
3.69
2.83
2.82
0.72
3.89
7.43
3.74
0.61
6,364
3.08=
. 6.62
•` 2.93.;
_'=0.24'
% .2,559-
3.65
7.19
3.50
0.76
7,945
-`-' -2.51`
6.05°
.2.36
, 0.16
,;.- 1,633
6.21
9.75
6.06
0.92
9,711
Nov
30
2.99
3.39
2.59
1.96
0.66
3.77
6.39
3.00
0.49
5,271
2.98
`";.5,60
„-2.21:
= 0.18.
'" ,-1,998
3,53
6.15
2.77
0.60
6.488
, - 2.43`
,, 5.05,.
1.66,
-'0.11`
1 188
6.01
8.63
5.24
0.80
8.681
Dec
31
3.38
3.83
2.94
1.66
0.75
3.89
6.30
2.47
0.40
4,203
'� 3.08'.
f' 5,49
..1.66:
, 0.14
.:-" 1,448
3.65
6.06
2.23
0.48
5,063
. ` 2.51
; '4.92
1.09
_:0.07
- 753
6.21
8.62
4.79
0.73
7673
2
Jan
31
4.04
4.58
3.51
1.81
0.90
3.89
6.59
2.01
0.33
3,419
; 3,08
;; 5,78'
' 1.20;
010
-::;;1,046]
3.65
6.36
1.77
0.38
4,019
,..2.51"
. 5.21
=0,63
; 0,04
-"" 434"
6.21
8.91
4.33
0.66
6,935
Feb
28.25
3.81
4.32
3.31
2.17
0.84
3.55
6.56
2.25
0.36
4,190
2.80
-582,
'1;50,
4 013
=,1,442
3.33
6.35
2.03
0.44
5,046
` 228..'.,
5.33:
698
'0,06
:. .747;
5.66
8.67
4.36
0.66
7,661
Mar
31
4.36
4.94
3.79
3.18
0.97
3.89'
8.04
3.09
0.50
5,261
, 3:08
; 7.22
2.28
,0.19
"i 1;993
3.65
7.80
2.86
0.62
6,475
„ 251,
6.65`
,,17'4
;` 0..11
.tea 1„I
' 6.21
10.35
5.41
0.83
8,672
1 Apr
30
3.31
3.76
2.88
3.85
0.73
3.77
8.35
4.59
0.74
8062
"2.98`-
=7.89
, 3.80'
.0.32
, 3,432"
3.53
8.12
4.36
0.94
10,210
243•>
7.01:
73.25
"` 0.21'
Z" r 2,324
6.01
10.59
6.83
1.04
11,312
May
31
3.21
3.64
- 2.79
4.34
0.71
3.89
8.94
5.30
0.86
9,004
' 3.08
; ::'8.13.
4.48
. 0.372
, 3,916:
3.65
8.70
5.06
1.09
11,467
- 2.51:
; 7.56_
,,3.91
,. 0.26,
' 2,708
6.21
11.26
7.61
1.16
12,200
Jun
30
3.92
4,45
3.41
4.41
0.87
3,77
9.04
4.60
0.74
8,073
2.98
8.25
, 3,81.
.0.32
- 3,438
3.53
8.81
4.36
0.94
10,225
' - '2.43•
7.70.
3.25
' 0.21
. 2,329
6.01
11.28
6.84
1.04
11,322
Jul
31
4.90
5.56
4.26
4.41
1.09
3.89
9.39
3.83
0.62
6,508
3,06
. :8:57'
' 3.01
"0.25
`2,633;
'[
3.65
9.15
3.59
0.77
8,138
.., 2.51
8.00
: ` 2.44
;'r= 0,16.
11892
6.21
11.70
6.14
0.94
9,847
Aug
31
4.78
5.43
4.16
4.05
1.06
3.89
9.00
3.57
0.58
6,075
3.06
t-,8.19`
' 2.76,
- 6.23
.:-2,411,.
3.65
8.76
3.33
0.72
7,560
2,51
7.61'
2,19-
- 0.14
:r- 1,515
6.21
11.32
5.89
0.90
9,439
Sep
30
4.07
4.62
3.54
3.29
0.90
3.77
7.96
3.34
0.54
5.868
2,98
:,. 7.17
. 2.55;,
0.21,
-`,"2,305
3.53
7.72
3.11
0.67
7,285
" 2.43
- 6.62`
. 2.00
,-3.13
*'1,431'
6.01
10.20
5.58
0,85
9,244
Oct
31
3,25
3.69
2.83
2.82
0.72
3.89
7.43
3.74
0.61
6,364
308
=5'76,62.
;2.93`:
024;
-- 2:559;_
3.65
7.19
3.50
0.76
7,945
' 251
.6,05)
236
-1016,
,;1;633`
6.21
9.75
6.06
0,92
9,711
Nov
30
2,99
3,39
2.59
1.96
0.66
3,77
6.39
3.00
0.49
6271
2 98
5.60
2,21
018
" h;998
3.53
6.15
2.77
0.60
6,486
2.43
5.05
, A 66
, 0,11
"13188'
6.01
8,63
5.24
0.80
8,681
Dec
31
3.38
3.83
2.94
1.66
0.75
3.89
6.30
2.47
0.40
4,203
308
'=";5.49,
"1,663
0.14
1,448i
3.65
6.06
2.23
0.48
5,063
,'"2;51
4.92
_.1:09
-'0,07
��{63'
6.21
8.82
4.79
0.73
7,673
3
Jan
31
4.04
4.58
3.51
1.81
0.90
3.89
6.59
2.01
0.33
3,419
3,08•
"15,78
1,20=
" 0.10'
`- ;1,046
3.65
6.36
1.77
0.38
4019
2,51
5,21-:
, 0,63
. 0,04'
"x' 434.
6.21
8.91
4,33
0.66
6,935
Feb
28.25
3,81
4.32
3.31
2.17
0.84
3.55
6.56
2.25
0.36
4,190
2,80,
.'5,82
1,50=.
0.13
1;442:
3,33
6.35
2,03
0.44
5,046
2.28'
5.30-:
,;0.98
.'"0,06'
. ,147"i
5,66
8.67
4.36
0.66
7,661
Mar
31
4.36
4,94
3.79
3.18
0.97
3,89
8.04
3.09
0.50
5,261
3.08"
; " 7.22
2.28
0,19,.
, ;,1,993
3,65
7,80
2.86
0.62
6,475
2.51
` 8.65
,1.71 •'
0,11,
" ' 1 184
6,21
10.35
5,41
0.83
8,672
Apr
30
3.31
3.76
2.88
3.85
0.73
3,77
8.35
4.59
0.74
8,062
,'2,98'
' =7,58'
2.80
,,, 0,32
..=-, 3,432
3.53
8.12
4.36
0.94
10,210
- 2.43
= 7.01::•
' 3.25'
021
- -,-2,324
6.01
10.59
6.83
1.04
11,312
May
31
3.21
3,64
2.79
4.34
0.71
3.89
8.94
5,30
0.86
9,004
,„: 3.08`
' '813
-.'4,48:
D 37
3,916'
3.65
8.70
5.06
1.09
11,467
,. 2,51
''7,56`-
"r-, 3,91'
;'0 26
:-'2,708;
6.21
11,26
7.61
1.16
12.200
Jun
30
3.92
4,45
3,41
4.41
0.87
3.77
9.04
4.60
0.74
8,073
2.98
",825
P,,3,81a
032
N,.3,438-
3,53
8.81
4.36
0.94
10,225
243
«7.70;
?825
^„021
2,329,
6.01
11.28
6.84
1.04
11,322
Jul
31
4.90
5,56
4.26
4.41
1.09
3.89
9.39
3.83
0,62
6,508
„'3,08
857
23,01,
s 025
;,=2,633`
3.65
9.15
3.59
0.77
8,138
2,51"
1'8.00i
.. 2,44
6,16
'.'=.1,692
6.21
11.70
6.14
0.94
9,847
Aug
31
4.78
5.43
4.16
4.05
1.06
3.89
9.00
3.57
0.58
6,075
,,,3,08
;, 8,19
, '276'
0.23-
; '2,411f
3,65
8.76
3.33
0.72
7,560
:, `2.51
, 7.61'
" 2.19
',-0:14
1;515',
6.21
11.32
5.89
0.90
9,439
Sep
30
4.07
4.62
3,54
3,29
0.90
3,77
7.96
3.34
0.54
5,868
268
•.7.17
2.55`
0,21
2,305
3,53
7.72
3.11
0.67
7,285
,-`, 2.43
' 6.62:.
2.00-
..013
`1,431
6.01
10.20
5.58
0.85
9,244
Oct
31
3.25
3.69
2.83
2,82
0.72
3,89
7,43
3.74
0.61
6,364
3.08
; 6,62
,=2.93
, 0.24
":2,559.
3.65
7.19
3.50
0.76
7,945
" ; ' 2.51
` ' 6,05i,
2.36
.618
' - 1,633
6.21
9,75
6.06
0.92
9,711
Nov
30
2.99
3.39
2.59
1.96
0,66
3.77
6.39
3.00
0.49
5,271
.2.98'
;;-5,60
' 2.21=-
,-0.18
_= "1,998i.
3.53
6.15
2.77
0.60
6.488
' =. 2.43
,. 5.05
1.66,
- `0.11
1,188
6.01
8,63
5.24
0.80
8,681
Dec
31
3.38
3.83
2.94
1.66
0.75
3.89
6.30
2.47
0.40
4,203
` 3,08'
' 5,49-
1.68
0.14'
.' 1,448°
3.65
6.06
2.23
0.48
5,063
°, 2.51-',
4.92
1,09,
007;
=m -753.
6.21
8.62
4.79
0.73
7,673
4
Jan
31
4.04
4.58
3.51
1.81
0.90
3.89
6.59
2.01
0.33
3,419
3,06,�;5.76
120
�+
'0;10
' I,
'1;046
3.65
6.36
1,77
0.38
4,019
;:
' 2,51
', 5.21=i-n
0.63
'004
"`;434%
6.21
8.91
4.33
0.66
6,935
Feb
28.25
3,81
4.32
3.31
2.17
0.84
3.55
6,56
2.25
0.36
4,190
,,,280
' 582,
' 1,50,
, 0,13,
' 1;442
3.33
6.35
2.03
0.44
5,046
ng, ,;2:28
i."'5:30E
,�0,98.
;, 006
..,:747
5.66
8.67
4.36
0.66
7,661
Mar
31
4.36
4.94
3.79
3.18
0.97
3.89
8,04
3.09
0,50
5,261
3 08
'.' 722
2.23
0 19
",,,1,993
3.65
7.80
2.86
0,62
6,475
2.51
6.65,
;4 71
;0 11
;1;184;
6.21
10.35
5,41
0,83
6,672
Apr
30
3.31
3.76
2.88
3.85
0.73
3.77
8.35
4.59
0.74
8,062
2.98
''756
,3,80;
032
.. 3,432;
3.53
8.12
4.36
0,94
10,210
2.43
1.01
,,3.25
.`021
1,2,324'
6,01
10.59
6.83
1.04
11,312
May
31
3.21
3,64
2.79
4.34
0.71
3.89
8.94
5.30
0.86
9,004
, 3,08
, 8,13
,•,4,48:
. 0,37.
, '3,916
3.65
8.70
5.06
1.09
11467
2,51"
7.56`I.
`3.91
.. 026
:2,708
6.21
11.26
7.61
1.16
12,200
Jun
30
3.92
4.45
3.41
4.41
0.87
3.77
9.04
4.60
0.74
8,073
2.98;
8.25
3.81-
, 0,32.;.
t - 3,438
3.53
8.81
4.36
0.94
10,225
. `.. 2.43
' 7.70.
3.25
„„.0.21
;- 2,329
6,01
11,28
6,84
1.04
11,322
Allen s Water Balance Report.4oc
14

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