HomeMy WebLinkAbout090025_Waste Utilization Plan_20210907Murphy -Brown, LLC
8/31/2021
NUTRIENT UTILIZATION PLAN
Grower(s): William Storms
Farm Name: Storms Farm
Countv: Bladen
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Storage Structure: Anaerobic
Storage Period: >180 days
Application Method: Irrigation
Facility 9-25
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
CapacityCapacfity Type Waste Produced perAnimal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
28152
Feeder to Finish
927 gal/yr
26,096,904 gal/yr
Total 26,096,904 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced perAnimal Total
Farrow to Wean
3.8436 Ibs/yr
Ibs/yr
Farrow to Feeder
6.94981bs/yr
Ibs/yr
Farrow to Finish
18.8604 Ibs/yr
Ibs/yr
Wean to Feeder
0.3438 Ibs/yr
Ibs/yr
Wean to Finish
1.3968 Ibs/yr
Ibs/yr
28152
Feeder to Finish
1,6686Ibs/yr
46,974 Ibs/yr
Total 46,974 lbstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 302.91
Total N Required 1st Year: 72427.85
Total N Required 2nd Year: 31258.15
Average Annual Nitrogen Requirement of Crops: 51,843.00
Total Nitrogen Produced by Farm: 46,974.43
Nitrogen Balance for Crops: (4,868.57)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11
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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Com - Grain
1.25 Ibs N / bushel
E
Com - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue- Grazed
50 Ibs N / ton
H
Fescue- Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal F7134.72r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
28152 Feeder to Finish
0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 10134.72 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 50673.6 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 168 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 405.3888 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11
Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
*inches
T903
H
Pe
D
0.45
1
T903
I
Pe
D
0.45
1
T903
J
Pe
D
0.45
1
T903
K
Ra
D
0.4
1
T903
L
Ra
D
0.4
1
T903
M
Ra
D
0.4
1
T903
N
Pe
D
0.45
1
T903
O
Pe
D
0.45
1
T903
P
Jo
D
0.45
1
T903
01
LnA
D
0.5
1
T903
P1
LnA
D
0.5
1
T903
Q1
Ra
D
0.4
1
T903
S1
LnA
D
0.5
1
T903
T1
Ra
D
0.4
1
T903
U1
Ra
D
0.4
1
T1043
12
NoA
D
0.5
1
T1043
J
NoA
D
0.5
1
T3773
E1
St
D
0.5
1
T3773
F1
NoA
D
0.5
1
T3773
G1
Fo
D
0.5
1
T3773
H1
Tr
D
0.45
1
T3773
F1
NoA
D
0.5
1
T3773
G1
Fo
D
0.5
1
T3773
H1
Tr
D
0.45
1
T3773
E2
NoA
D
0.5
1
T3773
F2
NoA
D
0.5
1
T1044
N1
Ra
D
0.4
1
T1044
01
Ra
D
0.4
1
T1044
P1
Ra
D
0.4
1
T1044
Q
Ra
D
0.4
1
T3639
N2
NoA
D
0.5
1
T3639
02
NoA
D
0.5
1
T3639
P2
NoA
D
0.5
1
T3779
K
BuA
D
0.6
1
T3779
L
BuA
D
0.6
1
T3779
M
BuA
D
0.6
1
T3679
K2
NoA
D
0.5
1
T3679
L2
NoA
D
0.5
1
T3679
M2
WO
D
0.4
1
T3779
Al
WO
D
0.4
1
T3779
A2
WO
D
0.4
1
T3779
B
St
D
0.5
1
T3779
Sub K2-M2
NoA
D
0.5
1
T3779
Sub At-A2
WO
D
0.4
1
T3779
Sub B
St
D
0.5
1
T903
Sub 10
By
D
0.4
1
6of11
Additional Comments:
This NUP was revised for a NPDES permit. The following changes have been made:
NPDES setbacks have been taken out of the irrigation design.
T903 Fields 8 and 12 have been taken out of the design and plan.
Fields 1,2,6,7 and 9 may only be applied on at the phosphorus rates shown.
7of11
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Storms Farm Facility 9-25
Owner: William Storms
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
William Storms
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murohv-Brown. LLC.
Address:
Telephone:
Signature: 3
8of11
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9of11
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist'. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11
Storms Farms
AIM090025
Sites 1-4
Wetted Acres (T903)
NPDES Setbacks
Wells
T903
Toted Fld 1 - 25.66
Wetted = 22.94 Am
Sub 1 -2.72 Am,
Pull N
Ac res
A
B
6
C
6...37
83
D
70
6.70
E
4.19
F
3.67
G
2.4
H
6.64
.5
d
K
2.67
L
4.71
N
82
N
6.
.98
0
5
P
7.
0
6.58
.76
R
55
S
5.55
55
T
4.
.3636
U
3.01
W
4.82
B1
5.88
c1
3.56
D1
4.26
01
4.56
P1
3.89
01
3.76
51
3.63
T1
3.62
U1
3.50
Total
152.04
T903
Total Fld 5 - 25.72
Wetted - 21.51 A.
5 = 4.21 Ao./
T903
Total Fld 4 - 12.09 Am
Wetted = 11,20 Am
Sub 4=0.89 Am
T903
Total Pill 3-21.41
Wetted = 18.78 Am
Sub 3 - 2.63 Ac.�,
T903
Total Fld 2 - 1133 Am
Wetted - 9.90 Am
Sub 2 - 143 Am
TM
Total Fld e - 29.91 An
Wetted - 28.23 A.
Sub 6 - 3.66 Am
1903
Talal Fld9-16.14 An
Wetted - O." A,
Sub 9 - 6.70 Am
NOTE:
DO NOT USE T903 PLO 8 k FL0 12 FOR WASTEWATER AND/OR SLUDGE APPLICATIONS.
(INCLUDES PULLS X-Z h It-K1)
T903 FLD 1. FLD 2, FLD 6, FLD 7, @ FLD 9 MAY ONLY BE APPLIED TO AT THE PHOSPHORUS
RATES USTEO IN THE NUTRIENT MANAGEMENT PLAN (INCLUDES PULLS A-G, O-U, W, 81 k C1)
T903 Fld 3, Fld 4, Fld 5, Fld 10. Fld 14, k Fld 15 may be applied to at the Nitrogen
Rat. listed in the Nutrient Management Plan (Includes Pulls H-P, DI. 01-01. SI-U1)
Specifications: Pulls
A81 110 Traveler
Nelson 150 Big Gun
w/1.18' Non1e ® 65 PSI
235 GPM; 290' WD
Lane Spacings: 200'. 220'
35'
Ditdl
T903
Total Fld 15 - 13.97 A.
Wetted - 10.75 Am
Sub 15-3.22 Am
GRAPHIC SCALE
Wells
35'
T903
Told Fld 7 - 14.74 A.
Wetted - 4.82 Am
Sub 7 - 9.92 Aa.
T903
Total Fld 8 - 17.49 Am
r
<J4
T903
Total Fld 10 - 8.49 Am
Wetted - 4.28 Am
Sub 10 - 423 Am
903
j
Total Fld 12 = 19.39 Am
J�'
U-sesse,
T903
Total Fld 14 - 13.63 Am
Wetted = 1221 Am
Sub 14 - 1.42 Am
_� _ t vsvIAJf
800 0 400 800 1600
( IN FEET )
1 inch = 800 ft. 8/2021-Rsrna„ed Pull./vela. due to PLAT (Phophorus A..e.sment)
SFE NOTE ABOW
�;71 K 6F
0
Storms Farms
AVA090025
Site 5
Wetted Acres
(T10443, T1044, T36 6 9,
T36799T37741, do T3779)
NPDES Setbacks
Specifications: Pulls
ABI 110 Traveler
Nelson 150 Big Gun
Wells w/1.18" Nozzle O 65 PSI
w/100' 235 GPM; 290' WD
Setbacks Lane Spacings: 200', 220', 240'
T3779
Total Fld B = 3.95 Ac.
Wetted = 1.11 Ac.
SubB = 2.84 Ac.
Pull # Acres T3779
11 2.97 Total Fld Al-A2 = 9.02 B
12 2.55 Wetted = 7.13 Ac. T3779
J 4.87 SubA1-A2 = 1.89 Ac. A2 Total Fld El-H = 20.30 Ac.
N1 0.77 Al Wetted = 17.81 Ac.
01 4.37 35' Vegetated SubE1-H = 2.49 Ac.
P1 5.36 Ditch Setbacks
0 2.46
N2 2.89 (TYP) E1 `0
02 4.50
P2 182 ro E2 Ft �-'1
K2 6.07 N o Wells
L2 4.70 F2 G W/100'
M2 5.09 T3774 `'1 Setbacks
F2 4.36 Total Fld E2-F2 = 8.41 Ac
Al 3.77 Wetted - 7.27 Ac. H
A2 3.36 SubE2-F2 = 1.14 Ac.
B 1.11
E1 4.85
F1 4.42
G1 4.16 T1043
H 4.38 Total Fld 11-J = 10.91 Ac -11
K .11 Wetted = 8Ac. "�� K
52.5
.73
M 2.77 Subl1-J = 2.52 Ac. K2
Total 92.35 \ L
Wells
W /100'
Setbacks
T3639
Total Fld N2-P2 = 13.81 Ac.
Wetted = 11.21 Ac
SubN2-P2 = 2.60 Ac.
T1044
Total Fld N1-Q = 14.34
Wetted = 12.96 Ac.
SubN1-Q = 1.36 Ac.
GRAPHIC SCALE
600 0 300 600 1200
T3779
Total Fld K-M = 13.49 Ac.
Wetted = 10.61 Ac.
SubK-M = 2.88 Ac.
T3679
Total Fld K2-M2 = 17.67 Ac.
Wetted = 15.86 Ac.
SubK2-M2 = 1.81 Ac.
35' Vegetated
Ditch Setback
(TYP)
Residence
�w/200' Setbacks
s° } �J:tV1�3<t 1
r.
vjl
'r /AAAne A\
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( IN FEET )
1 inch = 600 ft.
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Sheet7
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
65 psi
Flowrate(GPM):
235 gpm
Wetted Diameter:
290 feet
Lane Spacings
CALCULATIONS
* Reflects a 10% reduction from chart
Desired Spacing (%):
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.42 in/hr
300 degree arc = 0.51 in/hr 330 degree arc = 0.46 in/hr
220 degree arc = 0.69 in/hr
180 degree arc = 0.85 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
4.53 ft/min
220 degree arc =
6.03 ft/min
180 degree arc =
7.54 ft/min
Mainline Velocity
360 degree arc = 3.77 ft/min
330 degree arc = 4.11 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
*"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.66 ft/sec.
Page 1
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
65 psi
Flowrate(GPM):
235 gpm
Wetted Diameter:
290 feet
Lane Spacings
Sheet? (4)
CALCULATIONS
* Reflects a 10% reduction from chart
Desired Spacing (%):
70 %
Design Spacing(feet):
203 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
76 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.42 in/hr
300 degree arc = 0.51 in/hr 330 degree arc = 0.46 in/hr
220 degree arc = 0.69 in/hr
180 degree arc = 0.85 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 4.11 f/min
220 degree arc = 5.49 f /min
180 degree arc = 6.86 f/min
Mainline Velocity
360 degree arc = 3.43 ft/min
330 degree arc = 3.74 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.66 fUsec.
Page 1
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
65 psi
Flowrate(GPM):
235 gpm
Wetted Diameter:
290 feet
Lane Spacings
Sheet7 (3)
CALCULATIONS
Reflects a 10% reduction from chart
Desired Spacing (%): 70 %
Design Spacing(feet): 203 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 240 feet
Actual Spacing (%): 83 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.42 in/hr
300 degree arc =
0.51 in/hr 330 degree arc = 0.46 in/hr
220 degree arc =
0.69 in/hr
180 degree arc =
0.85 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.77 ft/min
220 degree arc =
5.03 ft/min
180 degree arc =
6.29 ft/min
Mainline Velocity
360 degree arc = 3.14 ft/min
330 degree arc = 3.43 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.66 ft/sec.
Page 1
Sheet8 (2)
Storms Farm Waste to Energy Digester Facilities, AW109002502
Acreage Calculations 06/05/20
Sites 1-4
Revised 8/31/2021-Removed pulls X-Z & 11-K1
Width
Length
Acres
Total Acres
Start End
Stop End
Total
Pull #
L:l
1ft)
(midsection)
(midsection)
ac.
ac.
Pull Acres
T903-A
110
951
2.402
2.402
0.352
0.291
3.04
T903-B
220
1028
5.192
5.192
0.656
0.526
6.37
T903-C
220
1118
5.646
5.646
0.656
0.526
6.83
T903-D
220
1149
5.803
5.803
0.607
0.291
6.70
T903-E
220
652
3.293
3.293
0.607
0.291
4.19
T903-F
220
493
2.490
2.490
0.656
0.526
3.67
T903-G
157
365
1.316
1.316
0.433
0.291
2.04
T903-H
220
1137
5.742
5.742
0.607
0.291
6.64
T903-1
210
1138
5.486
5.486
0.634
0.504
6.62
T903-J
245
583
3.279
4.555
0.686
0.278
5.52
100
556
1.276
0.000
0.000
0.000
0.00
T903-K
110
804
2.030
2.030
0.352
0.291
2.67
T903-L
220
699
3.530
3.530
0.656
0.526
4.71
T903-M
218
584
2.923
2.923
0.602
0.291
3.82
T903-N
230
1146
6.051
6.051
0.635
0.291
6.98
T903-O
220
1143
5.773
5.773
0.656
0.526
6.95
T903-P
255
897
5.251
6.584
0.704
0.291
7.58
240
242
1.333
0.000
0.000
0.000
0.00
T903-Q
221
1155
5.860
5.860
0.610
0.291
6.76
T903-R
220
1063
5.369
5.369
0.656
0.526
6.55
T903-S
220
865
4.369
4.369
0.656
0.526 1
5.55
T903-T
220
229
3.177
3.177
0.656
0.526
4.36
T903-U
255
294
1.721
1.721
0.704
0.582
3.01
T903-W
261
234
1.402
3.958
0.610
0.255
4.82
131
850
2.556
0.000
0.000
0.000
0.00
T903-61
191
1155
5.064
5.064
0.527
0.291
5.88
T903-C1
110
1155
2.917
2.917
0.352
0.291
3.56
T903-D1
261
144
0.863
3.395
0.610
0.255
4.26
202
546
2.532
0.000
0.000
0.000
0.00
T903-01
255
559
3.272
3.272
0.704
0.582
4.56
T903-P1
220
537
2.712
2.712
0.656
0.526
3.89
T903-Q1
238
514
2.808
2.808
0.657
0.291
3.76
T903-S1
179
695
2.856
2.856
0.501
0.278
3.63
T903-T1
200
550
2.525
2.525
0.612
0.482
3.62
T903 U1
245
353
1.985
2.537
0.686
0.278
3.50
245
98
0.551
o.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
Total Acres
152.04
Page 1
Sheet8 (3)
Storms Farm Waste to Energy Digester Facilities, AW1090025
Acreage Calculations 06/05/2020
Site 5
Width
Length
Acres
Total Acres
Start End
Stop End
Total
Pull #
M.
u
(midsection)
(midsection)
ac.
ac.
Pull Acres
T1043-11
180
556
2.298
2.298
0.421
0.255
2.97
T1043-12
128
746
2.192
2.192
0.000
0.353
2.55
T1043-J
255
271
1.586
1.586
0.704
0.582
2.87
T1044-N1
000
65
0.149
0.149
0.343
0.278
0.77
T1044-01
210
670
3.230
3.230
OM4
0.504
4.37
T1044-P1
220
828
4.182
4.182
0.656
0.526
5.36
T1044-0
110
220
1.818
1.818
0.352
62 11
2.46
T3669-N2
150
637
2.194
2.194
0.420
0.278
2.89
T3669-02
200
741
3.402
3.402
0.612
0.482
4.50
T3669-P2
202
335
1.553
2.978
0.566
0.278
3.82
132
470
1.424
0.000
0.000
0.000
0.00
T3679-K2
229
507
2.665
5.348
0.726
0.000
6.07
265
441
2.683
0.000
0.000
0.000
0.00
T3679-L2
240
226
4.000
4.000
0.698
0.000
4.70
T3679-M2
230
844
4.456
4.456
0.630
0.000
5.09
T3774-E2
168
634
2.445
2.445
0.464
0.000
2.91
T3774-F2
255
625
3.659
3.659
0.704
0.000
4.36
T3779-Al
255
424
2.482
2.482
0.7G4
0.582
3.77
T3779-A2
176
343
1.386
2.071
0.704
0.582
3.36
255
117
0.685
0.000
0.000
0.000
0.00
T3779-B
188
96
0.414
0.414
0.439
0.255
1.11
T3779-El
212
129
0.628
4.146
0. 004
0. 000
4.85
255
601
3.518
0.000
0.000
0.000
0.00
T3779-F1
220
746
3.768
3.768
0.656
0.000
4.42
T3779-GI
220
589
2.975
2.975
0.656
0.526
4.16
T3779-H
219
693
3.484
3.484
0.605
0.291
4.38
T3779-K
265
227
1.381
1.381
0.726
0.000
2.11
T3779-L
240
369
2.033
2.033
0.698
0.000
2.73
T3779-M
240
226
1.245
5.045
0.726
0.000
5.77
224
739
3.800
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
o.o0a
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.-000
0.000
0.000
0.00
0
0
0.000
a000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
Total Acres
92.35
Page 1
Storms Farms
AIM090025
Sites 1-4
Wetted Acres (T903)
NPDES Setbacks
T903
Total Fld 1 - 25.66
Wetted = 22.94 Am
Sub 1 - 2.72 Am ,
Pull p
Acres
A
3.04
B
6.37
C
6.83
D
6.70
E
4.19
F
3.67
G
2.04
H
6.64
6.62
5.52
K
2.67
L
4.71
M
3.82
N
6.96
0
6.95
P
7.58
Q
6.76
R
6.55
S
5.55
T
4.36
U
3.01
w
4.82
B1
5.88
C7
3.56
Di
4.26
01
4.56
P1
3.89
Ot
3.76
Sl
3.63
TI
3.62
U1
3.50
Total
152.04
T903
Fl- 5 - 25A72 AaToth
Wetted 21.51m
S54.21 Am
T903
Total Fld 4 - 12.09 Am
Wattad - 11.20 Ac
Sub 4 - 0.89 Am �5
T903
Total Plot 3 - 21.41
Wetted = 1&78 Am
Sub 3 - 163 Aci
T903
Total Fld 2 - 13.33 Am
Wafted - 9.90 Am
Sub 2 - 3.43 Am
1903
wetted
Dd 6 - Am AG
Sets IS - 2641 Ao.
Sufi 8 - St91 Am
7903
Told Pal 9-
W 9.44 16.14 Am
Watt - Ac
Srb 9-6.70 A.
NOTE:
DO NOT USE T903 PLO 6 k FLD 12 FOR WASTEWATER AND/OR SLUDGE APPLICATIONS.
(INCLUDES PULLS X-Z do 11-K7)
T903 FLO 1, FLO 2, FLO 6, FLD 7, R FLO 9 MAY ONLY 13E APPLIED TO AT THE PHOSPHORUS
RATES LISTED IN THE NUTRIENT MANAGEMENT PLAN (INCLUDES PULLS A-G, Q-U, W. 81 k C1)
7903 Fld 3, Fld 4, Fld 5, Fld 10, Fld 14. k Fld 15 may be applied to at the Nltrogan
Rates listed is the Nutrient Management Plan (Includes Pull, H-P, D1, 01-01, S1-U1)
SPN[lootions: Pulls
ABI f10 Traveler
Nelson 150 Big Gun
w/1.18' Nozzle m 65 PSI
235 GPM; 290' WD
Lane Spacings: 200'. 220'
35'
Dltd,
T903
Total Ad 15 - 13.97 Am
Wetted - 10.75 Am
Sub 15-3.22 Am
GRAPHIC SCALE
800 0 400 800 1600
��
( IN FEET )
1 inch = 800 ft.
8/2021-Removed
Wells
Wells
f� SN,,rJGG
J4" 1S`
Cp;1
FE]
due to PLAT (Phophorus Assessment)
T903
Total Fld 7 - 14.74 Am
Wetted - 4.82 Am
Sub 7 - 9.92 Am
T903
Total Ad 8 - 17.49 Am
T903
Total Fld 10 = 8.49 Am
Wetted - 4.26 Am
Sub 10 - 4.23 Am
T903
Total Ad 12 - 19.39 Am
T903
Total Fld 14 - 13.63 Am
Wetted = 12.21 Am
Sub 14 - 1.42 Am
to S�
' QO2919
'SpRtNK1��°'�
Storms Farms
AVA090025
Site 5
Wetted Acres
(T104439 T1044o T3669.
T3679.T3774, do T3779)
NPDES Setbacks
Specifications: Pulls
ABI 115 Traveler
Nelson 150 Big Gun
Wells w/1.18" Nozzle 0 65 PSI
w/100' 235 GPM; 290' WD
Setbacks Lane Spacings: 200', 220'. 240'
T3779
Total Rd 8 = 3.95 Am
Wetted - 1.11 Ac
SubB = 2.84 Am
Pull # Acres T3779 ti
11 2.97 Total Fld Al-A2 - 9.02 g" B
12 2.55 Wetted - 7.13 Ac. T3779
J 2.87 SubA1-A2 = 1.89 Am A2 Total Rd El-H - 20.30 Ac.
N1 0.77 At Wetted = 17.81 Ac.
01 4.37 35' Vegetated SubE1-H = 149 Am
Pi 5.36 Ditch Setbacks
0 2.46
N2 2.89 �� E1 `'d0
02 4.50
P2 3.82 N E2 F ��
K2 6.07 N 0 Wells
L2 4.70 0 F2 w/100'
M2 5.09 T3774 G `'ta Setbacks
F2 4.36 Total Rd E2-F2 - 8.41 Am 0
Al 3.77 Wetted - 7.27 Am H
A2 3.36SubE2-F2 = 1.14 Am
8 1.11
E1 4.85
F1 4.42
G1 4.16 T1043 _ J
H 4.
38
Total Rd 11-J = 10.91 Am
K 11 Wetted 8.39 Am I �`
M 5.77 Subl1-J = 2.52 Am K2 O
Total 92.35
T3639 \�
Total Rd N2-122 - 13.81 Am
Wetted - 11.21 Am
SubN2-P2 - 2.60 Am
Residence
w/200' Setback
T1044
Total Fld NI-Q = 14.34
Wetted - 1296 Am
SubN1-Q - 1.36 Am
GRAPHIC SCALE
600 0 300 600 1200
( IN FEET )
1 inch = 600 ft.
T3779
Total Rd K-M - 13.49 Am
Wetted = 10.61 Am
SubK-M = 2.88 Am
T3679
Total Rd K2-M2 - 17.67 Am
Wetted = 15.86 Ac
SubK2-M2 = 1.81 Am
35' Vegetated
Ditch Setback
Residence
/w/200' Setbacks
��dak. rJV,'� 1i11t��ty`�N
J�
Phosphorus Loss Assessment Tool Completion
Name of Facility: Avrm S p c m Facility Number: Q - 15
Owner(s) Name: V�_) , Lxrc� Phone No:2jL0 =2—
Mailing Address: o�rj 1 �or m5 ���� �bnc o t Y�C..
Check the appropriate box below, and sign at the bottom:
❑ No fields received a high or very high rating.
0�'Yes, the fields listed below received a high or very high rating:
Field Number Size (Acres) Rating (High or Very High)
Please use as many additional attachment forms (PLAT-A-07-15-16) as needed for additional fields.
By completing the above section and any additional attachments and by signing this form, the facility owner
and Technical Specialist acknowledge all application fields were evaluated within the last five (5) years using
the Phosphorus Loss Assessment Tool. All necessary calculations were completed to conduct the
Assessment. A copy will be kept on site with the Certified Animal Waste Management Plan. Any future
modifications must be approved by a technical specialist and filed with the Soil and Water Conservation
District prior to implementation. Waste plans with fields having a high or very high rating will have to be
modified to address phosphorus loss by the next permit cycle beginning July 1, 2017.
Owner Name: S�Mr C" S
Owner Signature: n�rP
Technical Specialist Name: r.
Technical Specialist Signature: �� ��+ c Date: 3-Z )
Submit this form to:
NC Division of Water Resources
Water Quality Regional Operations Section
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, NC 27699-1636
No: `i\o- aa3 -3ti3L-
PLAT-07-15-16