WQ0002005_2019 semi-annual report_20191120

4114 Laurel Ridge Drive
Raleigh, North Carolina 27612
4 R
CERTIFIED
ani.i rr
Protocol Sampling Service, Inc.
"Experts in Environmental Compliance"
[phone]
November 20, 2019
Ms. Morella King
Environmental Supervisor
North Carolina Department of Environmental
Quality
Groundwater Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: 2019 Semi -Annual Inspection Report II
House of Raeford Farms, Inc.
Permit Number WQ0002005
Rose Hill, Duplin County, North Carolina
Protocol Sampling Service, Inc. Job No. 99-040
Dear Ms. King:
[e-mail]
Enviro=entalservicesnc.com
This report will entail an overview of the wastewater effluent concentrations; trends associated with the
weekly, monthly and yearly loading rates and plant available nitrogen (PAN) concentrations for the first ten
months of 2019. Protocol Sampling Service, Inc. personnel visited the site on Tuesday, September 3, 2019.
Irrigation was not taking place at the time of the September 3rd inspection due to light rainfall. Due to a more
normal rainfall year to date (YTD) total of 45.60 inches compared to 73.45 inches of rainfall received in 2018
YTD grass production has drastically increased from this time last year; 616 round bales of rye and Coastal
Bermuda grass had been harvested in 2018, whereas 1850 bales have been harvested this year.
Duplin County usually receives about 51 inches of rain in an average year. The House of Raeford plant
lagoons and land application areas received 96.55 inches of rainfall in 1999. The plant lagoons and spray
fields received 43.04 in calendar year 2000, 39.3 inches in calendar year 2001, 40.33 inches in calendar year
2002, 66.40 inches in calendar year 2003, 52.45 inches in calendar year 2004, 52.30 inches in 2005, 73.40
inches in 2006, 41.30 inches in 2007, 58.0 inches in 2008, 50.15 inches in 2009, 52.08 inches in 2010, 42.11
inches in 2011, 50.15 inches in 2012, 54.80 inches in 2013, 48.98 inches in 2014, 67.35 inches in 2015, 71.05
inches in 2016 and 52.60 inches in 2017. The rainfall received through October 2019 has decreased by
27.85 inches when compared to the rainfall received during the same time period in 2018 (45.60 vs.
73.45 inches). A total of 84.95 inches of rainfall was received in calendar year 2018 due to 26.10 inches
of rainfall received in September 2018 with 20.4 inches delivered by Hurricane Florence on September
13-15, 2018.
The secondary lagoon laboratory data had shown a 46% increase in average TKN and a 39% increase in NH3
concentrations when comparing the year to date (YTD) 2014 to the 2013 data. The NO3-N concentrations
averaged a low 0.15 mg/l. The secondary lagoon laboratory data had shown a 40% decrease in average TKN
and a 42% decrease in NH3 concentrations when comparing the 2015 to the 2014 YTD data. The NO3-N
concentration averages a relatively low 0.49 mg/l. The secondary lagoon laboratory data had shown a 1%
decrease in average TKN and a 3% increase in NH3 concentrations when comparing the 2016 to the 2015

YTD data. The secondary lagoon laboratory data had shown a 20% decrease in average TKN and a 26%
decrease in NH3 concentrations when comparing the 2017 to the 2016 YTD data. The NO3-N concentration
averages 1.09 mg/l due to a spike in the October and November lab analyses. The secondary lagoon
laboratory data had shown a 3% increase in average TKN and a 2% increase in NH3 concentrations when
comparing the 2018 to the 2017 YTD data. The secondary lagoon laboratory data had shown a 9%
decrease in average TKN and an 8% decrease in NH3 concentrations when comparing the 2019 to the
2018 YTD data. The primary and secondary lagoons are now able to adequately treat the nitrate portion of
the waste stream before it is applied to the spray fields. The average yearly PAN loading which had fallen
from 275 #/acre in 1999 to 205 #/acre in 2000, increased to 294 #/acre in 2001. The PAN loading decreased
to 247 #/acre in 2002, to 228#/acre in 2003, increased to 250#/acre in 2004, increased to 321#/acre in 2005,
decreased in 2006 to 244#/acre, increased in 2007 to 295#/acre, 255# in 2008, 246# in 2009, 216#/acre in
2010, 207#/acre in 2011, 199#/acre in 2012, 261#/acre in 2013, 291#/acre in 2014, 151#/acre in 2015,
126#/acre in 2016, 132#/acre in 2017 and 127#/acre in 2018. The 2019 average yearly PAN loading is on
track to average 63#/acre if the existing 2019 data is extrapolated.
At the time of the inspection, the secondary lagoon freeboard was observed to be 3.83 feet and has decreased
slightly to 3.35 feet at the end of October 2019. The interior sidewalls were grassed and no erosion was
evident. No algae build-up was evident on the lagoon water surface. Even though wastewater production has
fluctuated recently, Mr. Teachey has been able to maintain the spray fields and equipment including the
grassed waterways and buffers, which continue to be in excellent shape. The weed colonies, especially
chickweed (Stellaria media) that were treated with 2, 4 — D and MSMA previously had returned and were
mechanically removed from the center pivot (4CP) and the field was reseeded with coastal Bermuda grass
which has reestablished a healthy cover crop. A summer season with normal rainfall amounts has caused
a 300% increase in grass production from this time last year; 1850 round bales of rye and Coastal
Bermuda grass has been harvested in 2019 whereas 616 bales had been harvested in 2018 YTD. 1,918
bales of rye and Bermuda grass were removed in 2017. 2,384 bales of rye and Bermuda grass were removed
in 2016. 2,029 bales of rye and Bermuda grass were removed in 2015. 2,301 bales of rye and Bermuda grass
were removed in 2014. 2,111 bales of Rye and Bermuda grass were removed in 2013, 1,000 bales of Rye
grass were removed in 2012, 1,224 bales of Rye grass were removed in 2011, 1104 bales of Rye grass were
removed in 2010, 803 bales of Rye grass were removed in 2009, 356 bales of rye grass were removed in
2009, 1,088 bales of rye grass were removed during the same period in 2007, 1,470 round bales were removed
in 2006, 1,800 round bales were harvested in 2005 and 2,475 round bales of rye grass hay were harvested in
2004. 853 round bales of rye grass hay were removed from the fields in 2003 and 1,243 round bales of rye
grass hay were removed from the fields in 2002. All of the hay bales are being picked -up by local farmers
for cattle feed.
Two composite soil samples from the two largest fields (CP 4 and laterals) were collected for agronomic
analysis by Waypoint Analytical (formerly A&L Eastern Laboratories) located in Wilson, North Carolina.
The Soil Test Report by Waypoint Analytical is attached. Agronomic analysis has revealed that the site soils
have an average cation exchange capacity of 9.05 (8.15 in 2018, 4.77 in 2016) and an average pH of 6.00
(6.25 in 2018, 5.60 in 2016) which indicates that the mineral site soils continue to hold the cations Calcium,
Magnesium, from past applications of lime. Base saturation averaged 85 (82.50% in 2018, 60% in 2016) and
these soils will respond well to subsequent fertilization events. The phosphorus index, which averaged 215
(129.50 in 2018, 81.70 in 2016), and the potassium index average of 22.0 (21.50 in 2018; 13.33 in 2016) are
high and moderate, indicating that additional potassium will be need to be applied at 185#/acre. Lime will
not be needed due to the high base saturation and neutral pH values reported for these fields. Nitrogen should
be added at 220 #/acre and applied early next season prior to application of waste water to help jump start
the existing cover crop.
A foliar sample was taken from recently removed hay and sent to the Waypoint Analytical located in Leola,
Pennsylvania for a plant analysis plus Total Nitrogen. The Test Report by Waypoint Analytical is attached.
Chemical analysis has revealed a Crude Protein percentage of 10.8 which is excellent for forage with 12%
being optimal (6.51% in 2006 and 12.17% in 2002). At this concentration approximately 30-35#
nitrogen/acre is being removed from the spray fields.
The DAF waste water pretreatment system continues to effectively treat the waste water stream and keep the

4114 Laurel Ridge Drive
Raleigh, North Carolina 27612
4 R
CERTIFIED
ani.i rr
Protocol Sampling Service, Inc.
"Experts in Environmental Compliance"
[phone]
[e-mail]
Enviro=entalservicesnc.com
organic portion within manageable levels. A spike in the NO3-N concentrations in June of 7.10 mg/l has
returned to normal but any spike needs to be watched. Due to a return to average rainfall amounts and
frequency even with a fluctuation in waste water strength, grass production has increased to normal levels.
but an increase in wastewater volume application could be initiated on spray fields L2, L3 L5, L6 -L9, 6A
and 6B to maintain a sufficient crop nutrient load for maximum production while maintaining a safe hydraulic
loading. Average PAN should not exceed 75#/acre if current PAN/acre concentrations are extrapolated.
Overall, an exceptional improvement in waste water treatment continues to be maintained by House of
Raeford, Inc. plant personnel.
Please call us at [phone] if you have any questions or comments.
Protocol Sampling Service, Inc.
ter/
fjarF 1941 PP
oFrc4�
Sincerely,
David E. Meyer, N.C.L.S.S.
President
CC: Ms. Nicole Reynolds, Complex Manager, House of Raeford Farms, Inc.
Mr. Joe Teachey, WWTP Operator, House of Raeford Farms, Inc.
file

Table 1
2019 Wastewater Quality Data
Land Application System
House of Raeford Farms, Inc.
Rose Hill, Duplin County, North Carolina
Month
TKN
NH3-N
NO3-N
PAN
Rainfall*
Rainfall #114wO
Rainfall -
D
Rainfall x
in a •
am a 0
Rainfall♦
Rainfall o
Rainfall x
Rainfall*
Rainfall
ain a
am a
Rainfall*`
Rainfallxx
mg/1
mg/I
mg/l
mg/I
Ib/1000 gal
inches
inchesinches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
January
54.05
48.75
<0.02
26.00
0.13
2,10
1.50
2.15
3.75
2.95
1.70
2.10
3.10
0.95
3.90
2.10
1.60
4.30
3.65
3,50
4.50
3.30
February
63.85
51.90
0.05
29.55
0.15
5.15
5.10
3.2
2.20
2.95
4.50
1.10
4.70
3.30
3.00
3.40
1.20
3.75
8.80
1,30
1.95
2.85
March*
60.15
51 A5
<0.02
29.90
0.15
0.68
5.35
3.4
1.20
1A5
3.30
4.20
1.95
3.11
7.55
2.00
3.50
4.80
1.85
2,95
4.50
2.95
April
50.90
46.25
<0.02
24.6
0.12
2.45
6.45
3A
4.00
3.05
7.25
3.20
0.60
5.30
3.10
3.60
4.40
3.40
3.35
9.40
6.30
5.70
May
48.30
31.30
0.15
21.0
0.11
3.10
5.40
4.35
3.80
2.95
6.55
5.85
3.70
2.50
4.30
3.20
3.90
5.60
5A5
3.40
9.10
3.45
June
60.30
33.6
7.100
32.95
0.17
3.20
10.05
4.6
9.20
2.10
1.30
3.10
8.30
1.80
5.60
13.40
3.83
10.20
5.45
3.40
5.20
2.30
July
20.35
9.30
<0.02
9.15
0.05
6.15
13.85
7.45
6.40
5A5
1.30
3.60
5.94
2.20
5.00
8.75
5.25
2A
6.8
2.10
8.05
6.20
August
21.75
14.70
0.040
9.50
0.05
1.85
4.55
1 3.6
1 10.5
1 2.05
1 6.30
1 10.50
I 6.90
I 11.65
I 6.80
I 4.85
1 7.90
1 4.30
6.35
11.55
6.75
8.15
September
27.00
22.05
<0.02
12.45
0.06
2.65
3.60
4.00
4.1
15.85
US
10.75
1.35
11.40
4.10
3.10
2A
7.70
6.90
9.35
7.45
26.10
7.70
October
24.30
13.50
<0.20
15.60
0.08
2.50
5A5
0.40
8.8
4.00
12.55
8.70
1.75
2.30
2.50
2.60
1.90
3.40
6.20
9.75
2.30L4w
00
3.00
November
3.90
1.50
4.10
2.5
8.70
0.50
3.30
5.95
1.80
3.90
1.30
3.50
3.10
8.30
0.50
0.7030
6.60
3.60
1.65
4.75
3.85
4.95
3.05
7.45
2.11
0.80
3.90
5.70
3.20
7.20
9.75
4.5520Average
4310
32.28
0.75
21.07
0.1140.33
66.40
52.45
52.3
73.40
41.30
56.00
50.15
52.80
42.11
50.15
54.80
48.98
6735
71.05
52.6095
45.60
* - 2002 rainfall data
# - 2003 rainfall data
"-2004 rainfall data
- - 2005 rainfall data
o - 2006 rainfall data
x - 2007 rainfall data
• - 2008 rainfall data
-2009 rainfall data
4-2010 rainfall data
o-2011 rainfall data
» - 2012 rainfall data
•Rainfall �
ORainfall
•Rainfall p -,
•PAN 11,11000 gal
o NO3-N m,A
•NH3-N mgll
** - 2013 rainfall data Fmm-� •TKN mgll
## - 2014 rainfall data
n - 2015 rainfall data 0.00 50.00
n-2016 rainfall data
¢-2017 rainfall data
** - 2018 rainfall data
xx- 2019 rainfall data
* - 30 % mineralization rate used when TKN and ammonia nitrogen concentrations are out of balance
100.00

Table 2
2019 Wastewater Volume Calculations
Land Application System
House of Raeford Farms, Inc.
Rose Hill, Duplin County, North Carolina
January February March April
Field
Area
Flow
No.
acres
gal/month
L1
12.04
702,000
L2
12.04
722,700
L3
12.04
729,000
L4
12.04
265,500
L5
10.32
574,200
L6
8.6
556,200
L7
12.04
776,700
L8
12.04
623,700
L9
12.04
367,200
L10
12.04
340,200
4
23
3,231,900
5AA
3.5
0
5A
6.9
529,988
5B
6.9
415,396
6A
16.2
0
6B
6.7
286,480
--Total-I
178.44
10,121,164
Field
Area
Flow
No.
acres
gal/month
L1
12.04
365,400
L2
12.04
440,100
L3
12.04
450,900
L4
12.04
360,900
L5
10.32
1,047,600
L6
8.6
269,100
L7
12.04
421,200
L8
12.04
453,600
L9
12.04
923,400
L10
12.04
688,500
4
23
3,242,700
5AA
3.5
0
5A
6.9
430,310
5B
6.9
337,270
6A
16.2
0
6B
6.7
232,600
Total
1 178.44
1 9,663,580
Field
Area
Flow
No.
acres
gal/month
L1
12.04
555,300
L2
12.04
783,900
L3
12.04
686,700
L4
12.04
0
LS
1 10.32
465,300
L6
8.6
265,500
L7
12.04
536,400
L8
12.04
504,900
L9
12.04
579,600
L10
12.04
535,500
4
23
1 2,466,000
5AA
3.5
0
5A
6.9
820,126
5B
6.9
642,785
6A
16.2
0
6B
6.7
443,300
Total
178.44
9,285,311
Field
Area
Flow
No.
acres
gal/month
L1
12.04
348,300
L2
12.04
197,100
L3
12.04
31,500
L4
12.04
0
LS
1 10.32
0
L6
8.6
131,400
L7
12.04
199,800
L8
12.04
159,300
L9
12.04
0
L10
12.04
0
4
23
1 1,748,700
5AA
3.5
0
5A
6.9
763,052
5B
6.9
598,067
6A
16.2
0
6B
6.7
412,460
Total
178.44
4,589,679
May June July August
Field
Area
Flow
No.
acres
gal/month
Li
12.04
747,900
L2
12.04
773,100
L3
12.04
399,600
L4
12.04
387,000
L5
10.32
353,700
L6
8.6
249,300
L7
12.04
387,000
L8
12.04
547,200
L9
12.04
610,200
L10
12.04
720,900
4
23
3,433,500
5AA
3.5
0
5A
6.9
506,994
5B
6.9
397,374
6A
16.2
0
6B
6.7
274,051
Total
178.44
9,787,819
Field
Area
Flow
No.
acres
gal/month
L1
12.04
495,900
L2
12.04
566,100
L3
12.04
770,400
L4
12.04
770,400
L5
10.32
675,000
L6
8.6
555,300
L7
12.04
755,100
L8
12.04
882,900
L9
12.04
720,000
L10
12.04
327,600
4
23
1,260,900
5AA
3.5
0
5A
6.9
659,909
5B
6.9
517,226
6A
16.2
127,072
6B
6.7
356,708
Total
178.44
9,440,515
Field
Area
Flow
No.
acres
gal/month
L1
12.04
972,000
L2
12.04
551,700
L3
12.04
33,300
L4
12.04
385,200
L5
10.32
330,300
L6
8.6
254,700
L7
12.04
383,400
L8
12.04
300,600
L9
12.04
323,100
L10
12.04
196,200
4
23
3,004,200
5AA
3.5
0
5A
6.9
531,052
5B
6.9
516,230
6A
16.2
47,652
6B
6.7
287,500
Total
178.44
8,117,134
Field
Area
Flow
No.
acres
gal/month
L1
12.04
487,800
L2
12.04
416,700
L3
12.04
432,000
L4
12.04
841,500
L5
10.32
609,300
L6
8.6
501,300
L7
12.04
761,400
L8
12.04
552,600
L9
12.04
459,900
L10
12.04
297,900
4
23
1,523,700
5AA
3.5
0
5A
6.9
1,175,453
5B
6.9
921,301
6A
16.2
0
6B
6.7
635,380
Total
178.44
9,616,234

Table 2
2019 Wastewater Volume Calculations
Land Application System
House of Raeford Farms, Inc.
Rose Hill, Duplin County, North Carolina
September 1 r October I November Decembe
Field
Area
Flow
No.
acres
gal/month
L1
12.04
783,900
L2
12.04
517,500
L3
12.04
563,400
L4
12.04
736,200
L5
10.32
574,200
L6
8.6
471,600
L7
12.04
569,700
L8
12.04
741,600
L9
12.04
812,700
L10
12.04
196,200
4
23
1,571,400
5AA
3.5
0
5A
6.9
783,660
5B
6.9
614,220
6A
16.2
285,931
6B
6.7
423,600
--Total-I
178.44
9,645,811
Field
Area
Flow
No.
acres
gal/month
L1
12.04
667,800
L2
12.04
684,360
L3
12.04
804,600
L4
12.04
710,100
L5
10.32
445,500
L6
8.6
503,100
L7
12.04
769,500
L8
12.04
655,200
L9
12.04
813,600
L10
12.04
671,400
4
23
3,973,500
5AA
3.5
0
5A
6.9
520,368
5B
6.9
407,856
6A
16.2
267,216
6B
6.7
281,280
Total
1 178.44
1 12,175,380
Field
Area
Flow
No.
acres
gal/month
L1
12.04
368,100
L2
12.04
191,700
L3
12.04
206,100
L4
12.04
396,000
LS
1 10.32
341,100
L6
8.6
0
L7
12.04
0
L8
12.04
588,600
L9
12.04
388,800
L10
12.04
387,000
4
23
1 1,841,400
5AA
3.5
0
5A
6.9
515,595
5B
6.9
404,115
6A
16.2
0
6B
6.7
278,700
Total
178.44
5,907,210
Field
Area
Flow
No.
acres
gal/month
L1
12.04
216,900
L2
12.04
391,500
L3
12.04
196,200
L4
12.04
413,100
LS
1 10.32
144,000
L6
8.6
126,900
L7
12.04
346,500
L8
12.04
184,500
L9
12.04
189,000
L10
12.04
172,800
4
23
1,991,700
5AA
3.5
0
5A
6.9
673,666
5B
6.9
528,003
6A
16.2
0
6B
6.7
364,140
Total
178.44
5,937909

Table 3
2019 Nitrogen Loading Calculations (January - October)
Land Application System
House of Raeford Farms, Inc.
Rose Hill, Duplin County, North Carolina
Field
Area
Flow
PAN*
PAN (average)
12-month
12-month
Permit
No.
acres
gal/year
Ib/1000 gal
Ibs
Ibs/acre
float total
in/year
in/year
L1
12.04
6,126,300
0.11
674
55.97
92.80
41.72
50
L2
12.04
2,916,900
0.11
321
26.65
94
32.32
50
L3
12.04
2,297,700
0.11
253
20.99
83.9
20.01
50
L4
12.04
4,456,800
0.11
490
40.72
71.00
23.98
30
L5
10.32
5,075,100
0.11
317
30.72
89.80
25.85
30
L6
8.6
3,757,500
0.11
413
48.06
78.30
14.74
30
L7
12.04
5,560,200
0.11
611
50.80
86.90
17.37
30
L8
12.04
5,421,600
0.11
596
49.53
93.30
17.88
50
L9
12.04
5,609,700
0.11
617
51.25
93.2
32.44
50
L10
12.04
3,974,400
0.11
437
36.31
80.80
43.66
50
4CP
23
25,456,500
0.11
2,800
122
227.50
55.02
80
5AA
3.5
0
0.11
0
0
0.00
7.06
60
5A
6.9
6,720,912
0.11
739
107
199.80
35.01
60
5B
6.9
5,367,725
0.11
590
85.57
156.6
23.91
60
6A
16.2
727,871
0.11
80.0
4.94
6.40
16.68
50
6B
6.7
3,633,359
0.11
400
59.65
111.2
26.93
60
Total
178.44
87,102,567
0.11
9,338
* - monthly PAN/1000 gallon values ranged from .05 mg/I to .17 mg/I

0
ola,
PA
wavDoint 280 Newport Rd, Fax
717 65.0910
Main 717.656.9326 °Fax [phone]
ANALYTICAL
16733
PROTOCOL SAMPLING SERVICE INC
DAVID MEYER
4114 LAUREL RIDGE DR
RALEIGH , NC 27612
Report Number : 19-296-0238
www.waypointanalytical.com
Project House of Roeford Farms, Inc
Information :
REPORT OF ANAL YSIS
Report Date : 10/23/2019
Received : 10/23/2019
Lab No : 95589
Sample ID : Hofr Hay
Matrix: Solids
Sampled:
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Moisture
10.0
%
0.10
1
10/23/19 14:51
AOAC 930.15
Dry Matter
90.0
%
0.10
1
10/23/19 14:51
KNP
AOAC 930.15
Crude Protein
10.8
%
0.10
1
10/23/19 13:46
KNP
AOAC 990.03
Calcium
0.70
%
1
10/23/19 11:23
KNP
FEED METALS
Phosphorus
0.20
%
1
10/23/19 11:23
KNP
FEED METALS
Potassium
0.42
%
1
10/23/19 11:23
KNP
FEED METALS
Magnesium
0.10
%
1
10/23/19 11:23
KNP
FEED METALS
Sulfur
0.17
%
1
10/23/19 11:23
KNP
FEED METALS
Sodium
0.15
%
1
10/23/19 11:23
KNP
FEED METALS
Iron
95.7
ppm
1
10/23/19 11:23
KNP
FEED METALS
Copper
8.23
ppm
1
10/23/19 11:23
KNP
FEED METALS
Zinc
63.0
ppm
1
10/23/19 11:23
KNP
FEED METALS
Manganese
138
ppm
1
10/23/19 11:23
KNP
FEED METALS
Nitrate-N
189
ppm
97.4
1
10/23/19 11:42
RLF
NITRATE ISE
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
L Limit Exceeded
Page 1 of 1

Page 1 of 1
Report No: 19-294-0529
Account No: 05936
Advisor: Protocol Sampling Service, Inc.
David Meyer
4114 Laurel Ridge Drive
Raleigh NC 27612
Waypoint'.(D
ANALYTICAL
Client: House of Roeford Farms, Inc.
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 ° Fax [phone]
www.waypointanalytical.com
Farm:
Submitted By: Protocol Sampling Service, Inc.
Date Received: 10/21/2019
Date of Report: 10/23/2019
Lab No Field ID Sample ID
Soil Class HM% WN pH
Ac
P-1
K-1
S-1
Mn-1
Zn-I
Zn-AI
Cu-1
CEC
BS% Ca%
Mg% ESP Na SS-1 NO3 N
21383 CS-1
MIN 0.7
1.3 6.0
1.4
202
21
33
38
123
123
115
8.9
84 73
7 2.9 0.3
Crop Recommendations:
Rec Uom
Lime (Vacre)
N
P205
K20
S
Mn
Mn-AI
Zn
Cu
B
Mg
Last Crop
1- Coastal Bermuda
lb/acre
0.0
220
0
186
0
0
40
0
0
0
0
2- Rye
lb/acre
0.0
62
0
83
0
4
40
0
0
0
0
21384 CS-2
MIN 0.7
1.3 6.0
1.4
227
23
37
31
128
128
135
9.2
85 74
7 3.0 0.3
Crop Recommendations:
Rec Uom
Lime (bacre)
N
P205
K20
S
Mn
Mn-AI
Zn
Cu
B
Mg
Last Crop
1- Coastal Bermuda
lb/acre
0.0
220
0
181
0
0
36
0
0
0
0
2- Rye
lb/acre
0.0
62
0
81
0
4
36
0
0
0
0
Comment
Test result units = CEC and Na in meq/100cm3; NO: N in mg/dm3; WN in g/cm3
North Carolina Division of Water Quality Certification #257, Analysis and fertility recommendations shown on this report are performed in accordance within NCDA guidelines, Analysis prepared by: Waypoint Analytical Carolina, Inc.