WQ0039181_More Information (Received)_20201211

ADDENDUM TO
SOIL SCIENTIST EVALUATION
Carolina Malt House
12969 Statesville Boulevard
Cleveland, North Carolina 27013
Prepared For:
Aaron Goss
12969 Statesville Boulevard
Cleveland, NC 27013
Prepared By:
Thompson
Environments
Consulting
Post Office Box 541
Midland, NC 28107
Tel [phone]
June 12, 2017

ADDENDUM
Introduction
This update is submitted as an addendum to the Soil Scientist Report, dated January 31, 2017,
for the Carolina Malt House, located at 12969 Statesville Boulevard, Cleveland, North
Carolina, 27013.
In a letter dated June 5, 2017, the North Carolina Division of Water Resources requested that
an explanation be provided as to how the annual loading rate for Application No.
WQ0039181 was calculated. Thompson Environmental Consulting, Inc. would like to offer
the following explanation in response to this request.
Annual Loading Rate
C. Soil Evaluation
1. Explain how the recommended annual loading rate was calculated_
Hydraulic conductivity (KsAT) tests were measured using a Compact Constant Head
Permeameter (Amoozemeter) and values were generated using the published calculations and
formulas found in the corresponding User's Manual.
For the Carolina Malt House site the Glover solution was chosen as the most appropriate
method for calculating KsAT based on in situ depth to impermeable layers_ The Glover
solution is recommended when the distance between the bottom of the auger hole and any
impermeable layer (s) is greater than 2 times the head (H), or constant water level in the hole.
The Glover solution is given by:
KsAT — AQ
Where: A= {sinh-1(1-1/r)-[(r/H)2+11 `2+r/H} / (2702)
And: Q is the stready-state rate of water flow from the Amoozemeter into
the auger hole.
To solve for A: H is the head in the hole (i.e. total water depth) and r is the radius of
the hole.
For Soil Unit 1 the measured KsAT rate in the BC horizon (0.109 in/hr) was determined the
most limiting. A drainage coefficient of 0.10 was proposed for this soil unit. Based on soil
and site characteristics and professional judgment, a weekly loading rate of 1.1 inches was
recommended for Soil Unit 1 that results in 57.2 inches annually and corresponds to a
drainage coefficient of 0,06, lower than the proposed coefficient. The measured KsAT rate in
the B/C horizon (0.0459 in/hr) proved to be the most limiting for Soil Unit 2. A drainage
coefficient of 0.08 was recommended for this soil unit. Based on soil and site characteristics
and professional judgment, a weekly loading rate of 0.4 inches was recommended for Soil
Unit 2 that results in 20.8 inches annually and corresponds to a drainage coefficient of
0.0735.
Carolina Malt House - Addendum 1 June 12, 2017

CAROLINA MALT HOUSE, INC.
%Aaron Goss
Waste Management System
ROWAN COUNTY, NORTH CAROLINA
ADDRESS: 12969 Statesville Blvd.
Cleveland, NC 27013
PHONE: [phone]
LOCATION: 12969 Statesville Blvd
Near Third Creek
LONGITUDE - 80° 42' 52.6"
LATITUDE - 350 44' 20.4"
Operation Type: Barley Malting House
Modifications included in this design package to allow capacity of
Malting plant to increase in 2020.
PLANNED BY: Aaron Goss, Carolina Malt House, Inc.
Samuel C. 13ingham, PE, Engineer
APPROVED BY. -
DATE:
SEAL
10355
1 Carolina Malt House, Inc
Waste Plan

INDEX
Part 1 - Engineer Calculations
Engineering Calculations and Plans
I.
Waste
Production
II.
Waste
Management Overview
A.
Waste Storage Pond
B.
Clean Water Exclusion
C.
Plant Available Nutrients
Utilization Plan
D.
Operation and Maintenance
E.
Emergency Action Plans
III.
Waste
Storage Pond
IV.
Clean
Water Exclusion
A.
Diversions & Waterways
V.
Waste
Nutrients
A.
Waste Volumes
B.
Nutrient Computations
for Waste
Plans
C. Spray Irrigation Water Balance
Part 2 Water Balance
Carolina Malt House, Inc
Waste Plan

ENGINEERING CALCULATIONS
1. Waste Production
The Carolina Malting House produces malted barley by
steeping barley seeds, germinating them and then drying down
and/or roasting to the final product. The calculations
herein regarding wastewater production have been obtained
from 2 years of malting experience at the Carolina Malt
House. The Carolina Malt House steeps 22-ton batches of
barley; the calculations begin here.
The canonical bulk density of "raw" barley ("raw"
meaning barley straight from the field) is 48 lb/bushel,
which is 38.57 lb per ft3. Prior to malting, the raw barley
is cleaned using a series of screens, blowers, and density
sifters to remove debris, light grain and other undesirable
matter. The cleaned barley bulk density is 43.94 lb per
ft3. The volume of 22 tons of cleaned barley is 1,001 ft3.
Most of the wastewater generated by a malt house comes
from the steeping process, during which the barley is
submerged and then drained three times over the course of
two days. During steeping, the barley takes up water and
the individual kernels increase in size, and the bulk volume
consequently increases. A typical increase in volume of
1.62 times is expected with the steeping process with
moderate agitation. The final volume of the cleaned barley
after steeping will be 1,622 ft3.
Volume of Steeping tank and bowl is:
[ (n(14) 1/4) (10' ) + r,(7) 2 (7' ) /31 + [ (n(6.5) 2/4) (3.25' ) -
ri(3.25)z(3.25')/3] = 1,970 cu ft
Based on measurements by Carolina Malt House, the
steeping water volume is 8,400 gallons in first steep.
Carolina Malt House have determined that using 8,400
gallons' water in first steep gives them a volume that they
are comfortable using in the steeping process (i.e. Barley
is submerged a couple feet with water the first steep).
Second and third steeps use less water. It is estimated that
7,400 gallons are used in the second and third steeps,
respectively.
Total steep water per 22-ton batch for three steep
cycles is 23,200 gallons'.
Additional water is used for flushing the barley from
the steeping vessel to the germination vessel and for
gashing down the steeping vessel after the third steep is
Carolina Malt House, Inc.
Waste Plan

completed. The total water used for this conical steeping
operation includes the 23,200 gallons (3 steeps) noted
above, plus an additional 3,000 gallons estimated by
Carolina Malt House. That brings the total water used per
22-ton batch to 26,200 gallons.
This water is not all sent to the subject wastewater
system, however. Much of the water is taken up by the
barley during steeping, and this water is evaporated during
the germination, withering and kilning phases. Based on
Carolina Malt Houses experience (moisture content before and
after) 3,500 gallons will be evaporated during steeping
process. Thus the total wastewater generated per steeping
cycle will be approximately 26,200 gallons minus 3,500
gallons or 22,700 gallons.
Even though the steeping process takes two days, the
Carolina Malt House have a process bottleneck at the
germination and kilning phase that will limit steeping to
occurring only every seven and half days. This means the
Malt House steeps barley no more often than every 7.5 days
for each kiln. Two kilns will be used in phase II so
anticipated water use is 22,700 gallons' x 2 or 45,400
gallons every 7.5 days so the wastewater produced will
average around 6,053 gallons every day.
II. Waste Management Overview
The waste management system will economically as
possible handle all the waste production described above in
a manner that does not degrade air, soil or water resources.
The system will prevent discharge of pollutants to surface
and ground water by recycling waste through soil and plants.
The waste management system includes the following
components:
A. Waste Storage Pond
The waste storage pond is located south of the malting
facility and collects all wastewater from the steeping
operation.
Waste storage pond stores the following volumes of
liquid waste:
1) Wastewater from steeping operation
2) 0.5' of residue solids
3) Rainfall minus evaporation on pond
4) 2' freeboard which includes 25 year - 24 hour
direct rainfall
USDA-NRCS conservation standard practice 313 "Waste
Storage Facility" and other requirements from State and
3 Carolina Malt House, Inc
Waste Plan

Federal agencies were used to design the waste pond. This
pond will provide temporary storage for organic wastewater
generated by agricultural processing. USDA-NRCS
conservation standard practice 521A "Pond Sealing or Lining -
Flexible Membrane" was used to design the synthetic Liner.
The Waste storage pond is located over 100 feet from
the nearest well and over 50 feet from nearest property
line. The waste storage pond is located no closer than 750
feet from any residence.
B. Clean Water Exclusion
Clean water was excluded from the waste storage pond
and irrigation area to the fullest extent possible.
Diversions, culverts and guttering are used.
Diversions and waterways were used to divert clean
water around waste storage pond.
C. Plant Available Nutrients for Waste Utilization Plan
Estimate of Plant Available Nitrogen to collect and
spread each year will be determined.
D. Operation and Maintenance Plan
The owner shall be responsible for operating and
maintaining the system. See Operation and Maintenance Plan.
E. Emergency Action Plan
The emergency action plan describes emergency
conditions and immediate steps to take to gain control.
III. Waste Storage Pond
A. Design Volumes
1. The wastewater is mostly water with low nutrient
content. A storage period is planned to allow management
flexibility in irrigating wastewater.
No drainage area enters the waste pond. Only direct
rainfall storage and evaporation will be considered in the
design.
Rainfall and Temperature data from Salisbury Station 7615
(years 1900-1993)
80th percentile annual rainfall from Salisbury Station 7615
(1900-1993) - 52.36"
4 Carolina Malt House, Inc.
Waste Plan

Evaporation data from Table II of NOAA TR34. NOAA data will
be used in design since several years used in evaluation.
AVERAGE
60th
AVERAGE
MONTH
RAINFALL
Perc.
TEMP.
PAN EVAP. NORMAL
EVAP.
from NOAA TR34
0.7(PAN)
Greensboro, NC
JAN.
3.71
4.21
41.0
1.82
1.27
FEB.
3.92
4.45
43.0
2.21
1.55
MAR.
4.31
4.90
50.9
3.95
2.77
APR.
3.62
4.11
59.7
5.25
3.68
MAY
3.91
4.44
68.2
6.41
4.49
JUN.
4.18
4.75
75.5
6.72
4.70
JUL.
4.81
5.46
78.7
6.69
4.68
AUG.
4.41
5.01
77.4
6.21
4.35
SEP.
3.55
4.03
71.7
4.64
3.25
OCT.
3.16
3.59
60.6
3.49
2.44
NOV.
2.75
3.12
50.1
2.47
1.73
DEC.
3.76
4.27
42.0
1.86
1.30
2. 25 yr - 24 hr rainfall on pond surface
From NOAA Atlas 14 Point Precipitation Frequency
Estimated 25 yr Rainfall - 5.79" - .5 ft
3. Freeboard
NC requires 2.0 for freeboard below lowest outlet (i.e.
Top of dam since fill height is less than 3'). This volume
will include the 25-year storage.
4. Steeping, Flushing and Wash Water
Volume = 45,400 per 7.5 days
6,053 gallons/days
6,053 gallons/day will be used in computations for
hydraulic capacity of the plant.
5. Residue volume
Per waste facility standard, 0.5' in bottom of pond
shall be provided for residual solids after liquid is
removed. Residual solids will be removed by agitation and
irrigated when needed.
5 Carolina Malt House, Inc
Waste Plan

6. Estimate Pump -Out Volume each Year
A. Based on 6,053 average volume/day produced
Storage
Rain-
Evap.
R-E
R-E
Waste Water
Total Vol
Period
Fall
Inch
inch
Vol
Vol. from
Gallons/
Inch
Gallons
Plant
ac-in
Gallons
Dec -Feb
12.93
4.12
8.81
70,122
552,336
622,458
Mar-D4ay
13.45
10.94
2.51
19,978
552,336
572,314
Jun -Aug
15.22
13.7
1.52
12,098
552,336
564,434
Sep -Nov
10.74
7.42
3.32
26,425
552,336
578,761
Yearly
2,337,967
Total
F-Ft�acn rnree--month perzoa represents a �1.2b-day period
Note: This estimated pump -out volume is based on a surface
area of 113' x 113' or 0.29 acres for estimating rainfall
minus evaporation. The spray irrigation water balance
attached shows a total of 2,336,559 gallons for the year.
Use Spray irrigation water balance in waste utilization
plan.
B. Summary of Design Volumes
1. Steeping and Wash Volume 6,053 gallons/day
2. Unpumpable Volume (residue storage) 0.5 ft
3. Additional freeboard & 25 yr - 24 hr rainfall 2.0 ft
TOTAL 2.5 ft
C. Size of Waste Storage Pond
113' X 113'
2.0'
101'xl01'
1
3:1 \ 1 53x53' / 3:1
50' X 50'
Wastewater Storage
Volume = 8.0/6[53 X 53 + 101 X 101 +4(77 X 77)]
48,968 cu ft = 366,281 gallons
Top of Dam
Total Volume = 10.5/6[50 X 50 +113 X 113 +4(81.5 X 81.5)]
= 73,216.5 cu ft = 547,G59 gallons
6 Carolina Malt House, Inc_
Waste Plan

Depth
Gallons of
Storage
0.5
9,922
Residue Storage
1.0
21,034
2.0
47,094
3.0
78,719
4.0
116,448
S.0
160,820
6.0
212,372
7.0
271,644
8.0
339,173
8.5
376,203
Maximum Capacity
10.5
547,659
Top of Dam
Carolina Malt House Waste Storage Pond Capacity
D. Waste Storage Period
The storage period for waste storage pond for liquids
is approximately 1.9 month for the average wastewater volume
estimated for the plant (2,336,559 gallons/12 month).
Storage Period = 366,281 gallons/2,336,559 gallons/12 month
= 1.9 months
E. Pump -Out Elevation and ESW Elevation
Maximum pump out level
2.0' below Emergency Spillway
The waste storage pond should be irrigated before the
water level reaches the freeboard storage volume. This
elevation is 2.0 ft below the Top of Dam elevation.
F. Pond Maker
Marker is installed in pond. Foot and tenths of foot
increments are identified. Lowest point on top of dam,
maximum level at top of temporary liquid storage volume
which shows the 2' freebrord and minimum liquid level at
bottom of temporary liquid storage volume will be boldly
marked.
G. Agitation/Mixing
The irrigation system should handle small solids. It
is not anticipated that algae and duckweed growth will be
problem if it can be mixed and routinely removed from. the
7 Carolina Malt House, Inc
Waste Plan

waste pond. The irrigation pump shall be designed to allow
mixing of the wastewater especially in the bottom of the
pond. An aerator can easily be added at later date if algae
or duckweed problem is not manageable.
H. Large Solids in Waste Pond
It maybe necessary to remove large solids which
accumulates in bottom of pond that cannot be irrigated such
as dead birds, trash from weed eating, etc_ These items
shall be removed with shovel and bucket and disposed of at
county landfill.
IV. Clean Water Exclusion
A. Diversions & Waterways
Clean water diversions shall be maintained around the
waste storage pond. Diversions shall be designed to carry
the 25 year - 24 hour runoff plus capacity to store some
sediment. Typical diversion is 1.0 feet deep on 0.5o slope
for small drainage areas.
V. Waste Nutrients
A. Waste Volume
The table below shows the estimated storage to spread
each year based on average rainfall and evaporation rates
and 6,053 gallons/day of wastewater.
Waste
Normal Capacity
Volume to
Estimated
Percent
Pump
Storage
of Pond
Spread each
Storage
Collection
Level
Fond
@ Pump -Out
Year
Period
Feet Below
Level
Gallons/Year
Top of Dam
Gallons
Source
366,281
2,336,559
1.9
100%
2.0'
B. Nutrient computations
a. Source -- Waste Storage Pond
Briggs reference indicates that "waste steep water is
yellow -brown, readily putrescible, contains microbes (but
few or no pathogens), suspended organic matter, colloidal
materials and a range of low -molecular weight substances:
dissolved salts, hexose and pentose sugars, amino acids,
organic acids (including phenolic acid) and phosphates
dissolved from surface of the grains and from the interiors
of broken grains. The liquid is prone to froth." Carolina
Malt House pre -cleans grain to remove small grains, broken
grain, awns, rachises, etc. as much as practical.
8 Carolina Malt House, Inc.
Waste Plaai

Wastewater samples have been collected in the waste
pond. The following samples are representative of the
nutrient content that is expected in the pond after phase II
is completed.
Sample Date
TKN (mg/L)
3/12/2019
24.30
3/17/2020
26.99
51.29
Average TKN = 51.29/2 or 25.64 mg/L
The average total nitrogen (TKN) test value of 25.4 mg/l
(0.218 lb/1000 gallons) and the 2,336,559 gallons'/year
wastewater volume are used to estimated nutrient content to
spread each year.
Nitrogen Volume = 2,336,559 gal/year x 0.218 lb N11000 gal.
509 lbs
Michael Shepherd, Environmental Senior specialist, of
NCDA & CS, completed the nutrient management plan based on
the nitrogen nutrient amount, the soil fertility analysis,
irrigation design and crop planned at the site. The
nitrogen crop uptake value for fescue hay on Pacolet soil is
160 lb/acre. Consideration was given to phosphorus but due
to low phosphorus soil Index and low phosphorus measurement
in waste sample and crop intake value of 57 lb/acre of
phosphorus, nitrogen was determined to be the limiting
factor at application field.
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE NUTRIENT
(Nutrient availability)
N 509 lbs 1.0 509 lbs
0.218 lb N PAN per I000 gal
Wastewater application shall be based on wastewater
volume and waste analysis to prevent overloading nitrogen on
the waste application fields.
NOTE: The irrigation system was designed with an
additional irrigation zone that can be installed in future
if application fields need to be expanded to handle nutrient
loading. Permit would need to be updated to include
additional application fields if needed in future.
C. Spray Irrigation Water Balance
See water balance computed by the "NC DENR Division of
Water Quality Water Budget excel program (version5)" for
checking the size of the irrigation fields and waste pond
9 Carolina Malt House, Inc
Waste Plan

needed to handle the average 6,053 gal/day wastewater
production rate.
Summary of Water Balance Below:
Maximum Allowable Irrigation based on Ksat of 0.109
in/hr for the soil unit in application fields and drainage
factor of 0.1 is computed in the water balance.
Max. Allowable Irrig. - Field 1 (Soil 1) - 76.48 in/yr
Max. Allowable Irrig. - Field 2A (Soil 1) - 76.48 in/yr
Max. Allowable Irrig. - Field 2B (Soil 1) - 76.48 in/yr
Design Irrigation - Field 1 - 26.90 in/yr
Design Irrigation - Field 2A - 26.90 in/yr
Design Irrigation - Field 2B - 26.89 in/yr
Larry Thompson, soil scientist, evaluation recommends a
maximum loading rate not to exceed 1.1 in/week for soil 1 or
57.2 in/yr. 26.90 in/yr application rate from water balance
for the 6,053 gallons'/day wastewater volume is less than
the maximum allowable by Soil Scientist. See Soil Scientist
addendum to soil scientist evaluation dated June 12, 2017.
Flow to Field 1 (zone 1)- 803,365 gal/yr - 1.1 acre
Flow to Field 2A (zone 2)- 803,365 gal/yr 1.1 acre
Flow to Field 2B (zone 3)- 730,000 gal/yr - 1.0 acre
Soil Scientist also recommended an instantaneous
loading rate of 0.1 in/hr with a max. application rate of
0.25 in/hr not to exceed 0.25 hour/event. Irrigation system
was designed for this application rate.
Minimum Storage period recommended is 0.0 days in the
water balance. Carolina Malt House have a waste pond with
1.9 months of storage for the 6,053 gallon/day of wastewater
to ease management of irrigation system since irrigation
cannot occur during inclement weather conditions or during
crop maintenance periods. Storage will likely help with
managing greater amounts of wastewater in future expansions.
10 Carolina Malt House, Inc.
Waste Plan

A Spray Irrigation Water Balance for
Permit No: WQ0039181
Permittee Name: Aaron Goss
Facility Carolina Malt House
Soil Scientist: Larry Thompson
Engineer: Samuel Bingham, PE
Water Budget Prepared By:
Samuel Bingham, PE
WaterBLid get_6053.x1sm Project Id Version 5 December 2004

Enter Data =_� Precipitation Worksheet FYI
Calculate the precipitation for an 80th percentile "wet" year, based on long term data (approx. 30 years or greater).
Click an each step box
Precipitation
Data
Step 1
Step 2
Mean Monthly
Month Precipitation
Percent of Mean
Annual Precipitation
80th Percentile
Monthly
Precipitation
inches
percent
inches
January
February
March
April
May
June
July
August
September
October
November
December
TOTALS
3.71
3.92
4.31
3.62
3.91
4.18
4.81
4.41
3.55
3.16
2.75
3.76
8.05
8.51
9.35
7.85
8.48
9.07
10,44
9.57
7.70
6.86
5.97
8.16
4.21 I
4.45
i 4.90
4.11
) 4.44
4.75
Values shown in yellow
cells are linked to other
5.46
locations within the Water
5.01
Balance Program
4.03
-
1 3.59
t 3.12
L__ 427 ___j
46.0911 100.00 1 52.36
culatio
Step 3 - Precipitation Data Soucre
Location of Precipitation Data: Salisbury, NC
Staring Year of Data Record: 17900
Ending Year of Data Record: L 1993 Step 4
Period of Record (Years) = 93
r..ri ✓�
_Y Source of Data:
Other (List Below)
Salisbury Station 7615 (1900-1993)
WaterBudget_6053.xlsm Precip Version 5 December 2004

Enter Data = -.. �` Potential Evapo-Transpiration (PET) Worksheet
Choose PET Method., E Thornthwaite Method 4--Click on CheckBox b ❑ Manually Entered PET
on each step box
1 Thornthwaite PET Calculation I
Month M�tempnthly
[degrees F}
January 41.0
February 43A
March 50.9
April 59.7
May 68.2
June 75.5
July 78.7
August 77.4
September 71.7
October 60.6
November 50.1
December 42.0
ht
hours yg 12
Heat index
CaIPEITted
�
r-�
inches
0.37
1.00
0.29
0.85
1.36
0.40
103
3.07
1.18
1.09
5,49
2.36
1.21
8.23
4.08
1.22
i0.96
5.54
1.23
12.10
6.32
1.16
11.59
5.68
i.03
9.46
4,03
0.97
5.76
2.21
0.86
2.30
0.92
0.85
1.17
0.34
TOTALS =
72.96
33.35
Source of Temperature Data
Step 3
Location of Precipitation Data: Salisbury
Staring Year of Data Record: 1900
Ending Year of Data Record: 1 gg3
Period of Record (Years) = 93
Source of Data:
Other I
Salisbury Station 761511900-19931 1
rr I
Note : Period of record for Temperature dati�
should match period of record for Precipitation -
data
I Site Latitude 1
35.74
Source of PET Data
PET Data
FYI 9
used in
Water
Balance
FYI
t
0.29
If
.40
2.36
I 4.08 l
j 6.54 I
Values shown in
j 6,32 I
Yellow cells are
5.88 I
linked to other
4.03I
locations within the
Water Balance
2.221
Program
0.92
33.35
Watei-Budgei_6053.xism PET Version 5 December 2004

Influent, Lagoon Storage,
and Zone Setup Worksheet
P
lculatethe aqt ted influent loading by including the gains
nd tosses fromthe Storage Lagoon, and set up the Spray
Zones areas and Individual Zone flowrates.
Click on eachstep box
Enter Data = Pan Evap. Data Precip
Days Pan
per Evaporation Adjusted
Month month Data Pan Data Precip
�� � Inches inches inches
January 31 1.92 1.27 4.21
February 28 2.2t 1.66 4.45
March 31 3.95 2.77 4.90
April 30 5.26 3.68 4.11
May 31 6.41 4.49 4.44
June 30 6.72 4.70 4.75
July 31 6.69 4.68 6.46
August 31 6.21 4,35 5.01
September 30 4.64 3.25 4,03
October 71 3.49 2,44 3.59
November 30 2.47 1.73 3.12
December 31 1.85 1.30 4.27
Totals: 365 81.72 36.20 52,36
4rb
Source of PAN Evap. Data
Step 6
Other (List Below)
NOAA Technical Report NWS
24, Table II, Greenshoro, NC
Area of
Lagoon
acres
Lagoon Gains Z Losses
Lagoon
Galns from
precip.
Lagoon
Losses
from Evap.
gallons
gallons
33,187
10,032
36,065
12,181
38,554
21,772
32,382
28,937
34,976
3CM
37,391
37,040
43,027
36,874
39,449
34,229
31,756
26,575
20,267
19,236
24,599
13,614
33,634
10,262
0.92,287
265,073
Total Flow to be
Design Daily Disposed
Flow (Influent] (Annual
Averaged)
galslday
6,4D2 •.•.••••
should be
equal
Total: InFluent +
Lagoon Gains 8
Losses
gaiEons
210,798
192,368
204,425
18S,035
187,268
181,941
193,795
192,863
187,771
196,674
192,576
211,025
2,336,559
galslday
Influent
Design Influent
Volume per
Month
gallons
187,643
169,484
187,643
181'890
187,643
181,690
187,643
187,643
181,690
187,643
181,690
1871643
2,209,345
Total Flow to Daily Flow to I I Wetted Daily Flow to I I Wetted
All Zones Zone 1 11 Acreage Zane 2 11 Acreage
galslday
6,402
acres 1111 galslday i i acres
Irr. Rate fl j� Irr. Rate
lintwkl= 0.52 1I finlwk1. 0.52
Zone 1
Volume to be
Disposed
Zone 1
Design
Irrigation per
month
Zone 2
Volume to be
Disposed
Zone 2
Design
Irrigation per
month
gallons
inches
gallons
inches
68,231
I--2.28
68,231
i 2.28--
61,628
2.06
61,628
r�.U6
2.28
98,231
2.28
68,231
66,030
2,21
66,030
I 2.21
60,231
2.28
68,231
j 2.28
66,030
2.21
66,030
2.21
88,231
2,28
68,231
2.28
IF 2.28
r 2.21
r 2.28
68,231
1 2.28
68,231
66,030
1 2.21
66,030
68,231
1 2.28
68,231
66,030
2.21
86,030
2_21
68,231
l� 22.28
68,239
L~2,28
803,365 11 26.90 ii ii 803,366 11 26.90
WaterBudgef_6053.xism Influent+Zones Setup Version 5 December 2004

lea
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Wetted
Acreage
Daily Flow to
Zone 4
Wetted
Acreage
Dolly Flow to
Zone 6
Wetted
Acreage
Daily Flow to
Zone 6
Wettetl
Acreage
Daily Flow to
Zone 7
Wetted
Acreage
Daily Flow to Wetted
Zone81 Acreage
galslday acres
Daily Flow to Wetted
Zane 9 Acreage
galslday acres
gaily Flow to Wetted
Zone 10 Acreage
galsftlay acres
acres
galslday acres
galslday acres
galslday acres
galslday acres
0.52
In. Rate
(Inlwk) =
Err. Rate
jinlwk} _
Irr. Rate
(in/wk) _
IR. Rate
(infwk] _
lrr. Rate
(inlwk) - -
Irr. Rate
(Infwk) _
Irr. Rate
(inlwk) _
Zone 9
Design
Irrigation per
month
Zone 4
Yalume fo be
Disposed
Zane 4
Design
Irrigation per
month
Zone 5
Volume to be
0lsposetl
Zone 5
Design
Irrigation per
month
Zone 6
Volume to be
Disposed
Zone 6
Design
Irrigation per
month
Zone 7
Volume to be
Disposeq
Zone 7
Design
Irrigation per
month
Zane 8
Volume to pe
Disposed
Zone 8
Design
Irrigation per
month
Zone 9
Volume to be
Disposed
Zone 9
Design
Irrigation per
month
Zone 10
Volume to be
Disposed
Zane 10
Design
Irrigation per
month
Inches
gallons
inches
gallons
inches
gallons
inches
gallons
g
inches
gallon
g
inches
gallons
fnchas
gallons
inches
r- 278
0
0,00 m
0
I- _9A0
D
r 0.00
0
I W _.. 0,00
0
0-'011
0
r Q.00 -
0
t- -QAO
2.06
0
0.00
0.00
0
o.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
2.29
0
D
1 0.00
0
0,00
0
0.00
0
0.00
0
0.00
0
0,00
2.21
0
0.00
0
1 0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
2.28
0
0.00
0
9,0Q
0
0.00
0
0.00
0
0.00
0
o-.o-0
0
} 0.00
2.21
0
0.00
0
0.00
0
0,00
0
0,00
0
0.00
0
10.00
0
E 0.00
f 2.28
0
0.00
Q
I 0.00
Q
] 0.00
0
0.00
0
( 0.00
0
( 0.00
0
0.00
2.28
0
0.00
0
( 0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
2.21
0
0.00
0
0.00
0
0.00
0
0.60
0
r 0.00
0
0.00
0
0.00
2.20
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
2.21
0
0.00
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
2 28
L�����
0
0 00
Lam. ..: .... r.
0.00
tl
0 00
0
0.00
Q
0 00
0
0 00
0
0.00
L���_�
;,4
26.89
0
0.00
0.00
0
0.09
0
0.00
Q
0.00
0
0.00
0
0.90
WaterBudget 6053 Asril Influent+Zones Setup Version 5 December 2004

Values shown
in yellow calls
are linked to
other
locations
within the
Water Balance
Program.
WaterBudget_6053.xlsm Influent+Zones Setup Version 5 December2004

Soils and Water Balance for Zone 1 Soils Series Information for Zone 1
Zone 1 Descripiim: Field near Waste Pond Series Name Drainage class
Calculate Soil Drainage Pacolet well
i-situ saturated venica
hydraulic conductivity
January
February
March
April
May
June
July
August
September
October
November
December
Totals:
f x Ksat
Drainage Soil
r.., Drainage
7P-Cip
inches inches inches inches
31
0.29
8.11
8.40
1 4.21
28
0.40
7.32
7.72
4.45
31
1.18
8.11
9.29
4.90
30
2.36
7.85
10.21
4.11
31
4.08
8.11
12,19
4.44
30
5.54
7.85
13.39
4.75
31
6.32
8.11
14.43
5.46
31
5.68
8.11
13.79
5.01
30
4.03
7.85
11.88
4.03
31
2,21
8.11
10.32
3.59
30
0.92
7.85
8.76
3.12
Potential site limitations
Water table depth risk of Is bedrock <
(BLS)
perching 60" BLS 4 BLS - below land surface
>3.0 low noPublished soil permeaN
Copied from Influent & Zones Setup Sheet:
Click the
"CALCULATE"
Daily Flow = 2,20f galsrday
button after making
changes.
Zane 1 Area = 1.10 acres
Zone 1
Zonal
Actual Used
Cummulative
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Maximum
Allowable
Irrigation
inches
inches
inches
4.19
4.19
3.27
3.27
4.40
4,40
6.09
6.09
7.75
7.75
8.64
8,64
8.97
8.97
8.78
8.70
7.85
7.85
6.73
6.73
5,64
5.64
31 0.34 8.11 8.45 4.27 4.18 4.18
965 33.35 95,46 126,64 52.36 �1 76.48 76.48
Design Irrigation
per Month
Monthly
axcess
inches
inches
2.28
1.90
2.06
1.21
2.20
2.11
2.21
3.'a
2.28
5.47
21
2M2.28
6.43
6.68
C50
5.64
4.44
3.43
1.89
Storage
Required for
Irrigation
Actual
Monthly
Irrigation Rate
FYI
inches
inches
f- 0.00--�
2.zs
r 0.00
2.06
2.28
�D
2.21
0.00
2.28
r .000
2.21
1 000
2.28
I 0.00
1 2.28
0.00
I 2.21
0.00
I 2.28
0.00
2.21
0,00 _ _�
2.28
26.90 26.90
Maximum Monthly Storage Required for the Irrigation of Zone 1:
inches acres gallons
0.0a over
Version 5 December 2004
WaterBudgei_6053.x1sm Z1

Soils and Water Balance for Zone 2 Soils Series Information for Zone 2 Potential site limitations
Water table depth risk of Is bedrock <
Zone 2 Description:Field next to SR (west side of Field) Series Name Drainage class {BLS) perching 60" BLS ? BLS = below land surface
Calculate Soil Drainage
mif x Ksat
i-situ saturated vertical
Soil
hydraulic contuctivity
Drainage Drainage
factor (f)
(Ksat)
Rate
inlhr inlday percent inlday
2.62
Month Days per PET
month
inches
January
31
0.29
February
28
0.40
March
31
1.18
April
30
2.36
May
31
4.00
June
30
5.54
July
31
6.32
August
31
5.68
September
30
4.03
October
31
2.21
November
30
0.92
December
31
0.34
Totals: 365 33.35
1 0.26 1
Zone 2
Soil
Drainage
Zone 2
Total
Loss
Precip
inches
inches
inches
0.11
8.40
4.21
7.32
7.72
4.45
8.11
9.29
4.90
7.85
10.21
4.11
0.11
12.19
4.44
7.85
13.39
4.75
8.11
14.43
5.46
8.11
13.70
5.01
7.86
11.88
4,03
8.11
10.32
3.59
7.85
8.76
3.12
8.11
8,45
4.27
95.48
128.84
52.36
Pacolet wet!
�3.0 low no
Click the
Copied from I
Influent
Daily Flow =
Zone 2 Area
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
aches
inches
4.19
4.19
3.27
3.27
4.40
4.40
6.09
6.09
7.75
7.75
8.64
8.64
3.97
8.97
8.78
8.78
7.85
7.85
6.73
6.73
5.64
5.64
4.18
4.18
U
76.48 76.48
Maximum Monthly Storage Required for the Irrigation of Zone 2:
inches acres gallons
a.aa over 1.10
WaterBudget_6053.x1sm Z2 Version 5 December 2004

Soils and Water Balance for Zone 3 Soils Series Information for Zone 3 Potential site limitations
Water table depth risk of Is bedrock <
Zone 3 Description: Field next to SR (East End of Field) Series Name Drainage class (BLS) perching 60" BLS ? BLS = below land surface
Calculate Soil Drainage Pacolet well >3.0 raw no
$f1 W f x Ksat I
In -situ saturates vertical Soil
�..�-.:..:... Drainage
January
February
March
April
May
June
July
August
September
October
November
December
Tofals:
Oays per
month
PET
Zone 3
Soil
❑rainage
Zone 3
Total
Loss
Precip
inches
inches
inches
inches
31
8.11
8.40
4.21
28
7.32
7.72
4.46
31
P4,08
8.11
9.29
4.90
4.11
30
7.85
10.21
31
8111
12.19
4.44
30
7.85
13.39
4.75
31
6.32
8.11
14.43
5.46
31
5.68
8.11
13.79
5.01
30
4.03
7.85
11.88
4.03
31
2.21
8.11
10.32
3.59
30
0,92
7.85
8.76
3.12
31
0.34
8.11
8.45
4.27
365
33.35
95.48
128.84
52.36
Copied from Influent & Zones Setup Sheet;
Daily Flow= 2,000 gals/day
Zone 3 Area =
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
inches
inches
4,19
4.19
3.27
3.27
4.40
4.40
6.09
6.09
7.75
7.75
8.64
8.64
8.97
8.97
8.78
8.78
7.85
7.85
6.73
6.73
5.64
5.64
4.18
4.18
a-n
1.00 acres
Zone 3 Zone 3
cummulative
Storage Actual
Design Irrigation Monthly Required for Monthly
per Month Excess Irrigation Irrigation Rate
inches inches inches inches
2.28
1.90
2.06
2.28
2.21
2.28
M's,
2.21
2.28
2.28
2.21
5.64
2.28
4.44
2.21
3.43
2.28
1.89
4 76.a8 76.48 26.89
Calus.
Click the
"CALCULATE"
button after making
changes.
0.00
2.28
FYI
0.00
2.06
0.00 -�
2.28
0.000
2.21
0.001
2.28
0.00
2.21
I 00
2.28
� 0.00
I 2.28
I 0.00
2.21
j 0.00
j 2.28
0.00
2.21
0.0o
2.28
Maximum Monthly Storage Required for the Irrigation of Zane 3:
inches acres gallons
0.00 1over
Waterl3udget_6053.xlsm Z3 Version 5 December 2004

Zonal Storage Summations OBJECT: To calculate the minimum wet weather storage required for a muttiple zoned spray irrigation site.
Zone 1 l Zone 2 i Zone 3 I Zone 4 Zone 5 I Zone 6 ` Zone 7 I Zone 8Zone 9 Zone 10
Totes
zone Description=» Plda nearw 1e Pond Field next to SR ixest Field next to SR East
sideofFieldi End of Fleldl
ttE
NerMIkNorfolk Norfolk Norfolk I Nbrfolk
Total Flaw
Predominant Soils=» obidahora Goldelwr0 I GDldahofb
J
Daily Flow lD zone=>� 2,z01 gpd 2,201 gpd 2,gao gpd 0 gptl g gpd 0 gpd a gpd 0 gpd 0 gpd D gpd
Q
DFape,402
{gpold[=
Welted Acreage==» 1.10 acres t.10 acres 1.00 acres 0.00 acres 0.00 acres 0.gg acrea 0,00 acres 0.00 acres 0.00 acres O.Oa acres
7afa1 A0r'a 3.70
Cummulative storage
Required
Daysper aummulative Storage Cummulative Storage Cummulative Storage Cummulative store a CummulaLve Storage Cummulative5tbrage Cummulative Store a Cummulative Storage Gummulallve storage Cummulative Storage
Month month Requires Required Required Required g Required Requlred Acquired g Requlretl Required Required
0oInches allons inches allbna inches allons 0 aeons 0 aeons Inches allons inches allons Inches allons Inches _ahbna incheo- allons
gallons
g
Jaoua at ciao a DODO 0 0 DO D 0.00 0 a.00 o o.00 o C.aO n 0.00 0 e.10 0 o.Do 0
pebraa 2D ciao- D 6.00 0 0.00 a DM a O,ao u 0.00 0 0.00 a 0.00 a 0.00 0 0.00 0
March st ciao- a 0.00 D 040 0 040 0 nn0 o 0000 D ono a 0.00 0 Lee 0 0.00 u
p II so DAa a 0.00 0 0.00 a 0.00 0 fl a" 0 0.00 a 0.00 c 0.00 0 0.00 0 D.De n
Ma 31 a.00 0 0.00 D 0.00 0 0.c0 0 O.OD 0 0.D0 D 0.00 D CAC D OAD a OAO D
June so 0.00 D 0.00 D area a 0.00 a a." 0 0.00 0 0.00 a c.ca 0 0,00 D O.Oc a
JOY 31 One 0 O.Oc D 0,00 0 0.00 D 0.00 0 0.00 0 D.DD 0 aA0 0 O.OD 0 0A0 0
sit 31 0.00 D ciao a 0.00 0 OAD 0 ciao a DAD 0 Us 0 cX 0 ciao a 0.00 D
O.aO0.000.00 a9.00 00000.000a.000 a.ce D000 0
oclv6er O.OD 0 OJW ➢ a.00 a 0.00 0 0.60 a 0,00 a 0.00 D 0A0 0 0,00 0 0.. D
Se emberM3i
0
0
0
0
0
0
0
0
0November
a.o0 a a.oD o D.oa 0 0.00 0 0.00 0 OA0 0 O.OD o0Ao0a.00000 0.00 0 0A0 0 0.09 0 a0a D 0.06 0 0.00 0 O.OD D ono 0 D.oO 0 0.00 0
0
Minimum Required Storage [gallons) �"-
0
days
Minimum Storage = 0 gallons divided by %053 glad = 9.0
FYI FYI Mmlmum re Required
stoe
WaterBudgel_8053.x1sm Zonal Sums Version 5 December 2004