760023_PERMITTING_20171231

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Clifford W Loflin, Jr
Loflin Dairy
2410 Loflin Dairy Rd
Sophia, NC 273509164
Dear Clifford W Loflin, Jr:
Division of Water Quality
Coleen H. Sullins
Director
October 1, 2009
RECEIVED Dee Freeman
N.e, Uept of ENR Secretary
OCT 1 5 2009
Wlnatan-Salem
Ragland Oface
Subject: Certificate of Coverage No. AWC760023
Loflin Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Randolph County
In accordance with your renewal and change of ownership request, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Clifford W Loflin, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG200000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Loflin Dairy, located in Randolph County, with an animal capacity of no greater
than the following annual averages:
Dairy Calf- Dry Cow: Beef Brood Cow:
Dairy Heifer: Beef Stocker Calf: Other:
Milk Cow: 300 Beef Feeder:
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWC760023 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please carefully -read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring: conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Ralei h, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 North Carolina
Intemef: www.ncwaterquality.org
An Equal opportunity 1 Affirmative Action Employer Naturally

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of -this- COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].,
Sincerely,
--xo &��
for Coleen H. Sullins
Enclosure (General Permit AWG200000)
cc: (Certificate of Coverage only for all ccs)
Winston-Salem Regional Office, Aquifer Protection Section
Randolph County Health Department
Randolph County Soil and Water Conservation District
APS Central Files (Permit No. AWC760023)
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TOTAL EASEMENT AREA (MAP 2 OF' 2) . 8.881 Acrsa
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ECOSYSTEM ENHANCEMENT PROGRAM
LOFLIN DAIRY BUFFER MITIGATION SITE
SCO# 076—BC EEPy95008
DINNER: OJFFDRD W. LOOM, AR.
NEE MARXET TOW" RANDO PH COUNTY
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PROFEa9WAL LAND SURVEYOR L-1421
CEWIMCATION NIMDER: C-2928
P.O. am 584
EDiR, NC 27299
PH. (3J8) 01-0498
JOBNAME. LOFUNOAIRY22OF2

Nutrient Management Plan For Animal Waste Utilization
06-04-2008
This plan has been prepared for:
Loflin Dairy
Clifford W. Loflin, Jr.
2410 Loflin Dairy Road
Sophia, NC 27350
[phone] RECEIVED ! DENR I CWQ
AQUIFFR-PRnTFr,T10K RFc.T10H
MAR 2 7 2009
This plan has been developed by:
Joe Hud ncia FAPR
IVED
y . of ENR
USDA-NRCS 2 2Q09
241 Sunset Avenue -Salem
Suite 105, Fed. Bldg Regional Office
Asheboro, NC 27203
[phone], Ext.
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
(xv x/,"//,� /. -� - 15-- 4�,r
S nature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: 7 t A' /ram`'
Technical Specialist Signature 'Date
-------------------------- I------------------------------------------------------------------------------------------------ ------------------
Preview Database Version 3. t Date Printed: 06-04-2008 Cover Page 1

R3
Nutrients applied in accordance with this plan will be supplied from the following
source(s)-
Commercial Fertilizer is not included in this plan.
S2
Dairy (Milk Cow) Liquid Manure Slurry waste generated 2,324,700 gals/year by a 300
animal Dairy (Milk Cow) Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
23013
Incorporated
31381
Injected
35565
Irrigated
20921
Max. Avail.
PAN (Ibs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
23,013
35219
-12,206
3,557,814
-1,233,114
Year 2
23,013
35723
-12,710
3,608,648
-1,283,948
Year 3
23,013
26709
-3,696
2,698,125
-373,425
-- -:------- ----- - --Ib-, ------------- --------u- ------......--- -- ----------------•----------------------------------------------
Note: En source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
Preview Database Version 3.1 Date Printed: 06-04-2008 Source Page Paste 1 of 1

Narrative
Loflin Dairy
June 2008
The Loflin Dairy Farm is a milking dairy operation located approximately 6 miles northeast of the city of
Randleman, N.C. in New Market township. The physical address of the farm headquarters is 2410 Loflin
Dairy Rd., Sophia, NC 27350. Loflin Dairy is owned by Clifford W. Loflin Jr. and Sr. The Farm Service
Agency farm number is 5127. The NCDENR Division of Water Quality (DWQ) facility I.D. number is
76-23. The farm headquarters and fields are located within the Cape Fear River Basin (Sub -basin CPF8).
Loflin Dairy is permitted by the State of North Carolina under a single permit for 300 milk cows.
Clifford Loflin Jr. is the farm manager and operator in charge.
For this plan a standard source (based on NRCS standards) was used. The source is Dairy (Milk Cow)
Liquid Manure Slurry for 300 milk cows under complete confinement. An estimated 2,324,700 gallons
of liquid waste are generated per year. The farm currently has more than sufficient crop land (under
ownership) to receive this amount of waste at recommended agronomic rates.
There is one waste storage structure on the farm: a cement waste storage pond for holding liquid manure
slurry. This structure has capacity for 180 days of waste storage. All of the liquid waste from this
structure is hauled and land applied to fields owned by Loflin Dairy. The Loflins do all of their own
manure hauling and land application using a 4,800 gallon tractor -pulled liquid tank spreader. There is no
irrigation application of liquid waste at this facility.
The farm has 130.2 acres of hay, pasture and crop land available as waste application fields. All of the
fields lie within tract 2079.
The predominant crop rotations on the farm include: corn silage followed by small grain (oat) silage and
pearl millet hay followed by small grain (oat) silage. A rotation for manured, double -cropped soybeans
(for hay or silage) followed by small grain (oat) silage has been retained from the previous plan as an
optional rotation. The farm utilizes conservation tillage with minimum residue for the crop fields. An
Airway sub -soil ripper is used prior to planting of the small grain crop to reduce soil compaction while
offering minimal disturbance to the residue layer. Other waste application fields include pasture land
where waste is surface applied.
In 2008-2009 the pasture in field 6 is being renovated and re -seeded. A pearl millet crop will be grown
in the summer of 2008, followed by fescue seeding in the fall of 2008. No waste will be applied to field
6 during the renovation process. A 3-acre portion of field 5, labeled 5b on the field maps, will serve as
part of a temporary fescue pasture while field 6 is being renovated. This portion of field 5 will return to
crop production after field 6 renovation is complete.
Nutrients should be applied according to the attached Nutrient Management Plan in order to maximize
plant production, properly utilize manure on these fields, and minimize off -site transport of the nutrients
applied. This plan identifies the amount, source, placement, and timing of nutrients to be applied for
these fields. Nitrogen application rates are based on realistic yield expectations for the crop, soil type
Preview Database Version 3.1 Date Printed: 06-24-2008 Narrative Page Page l of 2

Narrative
and field slope. Application rates for other nutrients and amendments are based on a soil test.
Waste applications are to be made in accordance with land application setbacks as set by the state of
North Carolina, as well as applicable federal and local laws. Current setbacks are available at the NC
Division of Soil & Water Conservation 1217 guidance
website,http://www.enr.state.nc. us/DS WC/pages/guidance_does. html
Because animal waste is being applied, all fields in this plan have been evaluated for potential
phosphorous loss using the Phosphorous Loss Assessment Tool (PLAT). (*Phosphorous lost from fields
can become pollution in surface water through surface runoff, erosion of soil or by leaching). The PLAT
rating for each field is listed in the Planned Crops Summary section of this waste plan. A field with a
PLAT rating of 'low' or 'medium' requires no additional measures. A rating of high will require reduced
manure applications, and a rating of'very high' will require ceasing all waste applications to that field.
All PLAT calculations were done using PAN Application Rates from the Nutrient Management Software
and information from the farm's most recent waste analysis results obtained from the N.C. Agronomic
Division.
All maps included with this plan have been generated specifically for use with Nutrient Management
planning and implementation. Aerial images from the Farm Service Agency's (2007) National
Agriculture Imagery Program (NAIP) were used in generating plan maps with photographs. Road,
stream, soils and parcel information were obtained from Randolph County's GIS database.
Important Requirements:
*Soil tests are to be taken annually on all fields that receive animal waste.
*Waste analyses are to be taken within 60 days of applying waste from a source.
*Manure should not be applied more than 30 days prior to planting new crops or to forages breaking
dormancy. Otherwise applications are made to actively growing crops.
*When any commercial fertilizers are used (including starter fertilizer), they need to be included in the
nutrient budget and recorded on the appropriate.record-keeping form.
*Liming material should be applied as indicated by the soil test to adjust soil pH to the specific range
required by the crop or crops in the rotation for optimum availability and utilization of nutrients.
*Application equipment (irrigation, honey wagons, manure spreaders, etc.) are to be properly calibrated
to ensure uniform distribution of material at planned rates.
*Accurate harvest records are required and are always beneficial for future planning and decision
making.
Preview Database Version 3.1 Date Printed: 06-24-2008 Narrative Page Page 2 of 2

W
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P2O5 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations, The quantity of P2O5 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
P
Total
Useable
Plat
Removall
A Applied
Tract
Field
Acres
Acres
Rating
Ll
Soil Series
Crop Sequence
RYE
(Ibslacre)
(Ibs/acre)
2079
1
16.10
16.10
Medium
N/A
Mecklenburg
Small Grain, Silage
8.3 Tons
45
NIA
Corn, Silage
17.5 Tons
60
NIA
Small Grain, Silage
9.3 Tons
45
NIA
Pearl Millett, Hay
4.0 Tons
53
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Soybeans, Manured, Double Crop
31 bu.
25
NIA
2079
10
10.50
10.50
Medium
NIA
Mecklenburg
Small Grain, Silage
8.3 Tons
45
N/A
Com, Silage
17.5 Tons
60
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Pearl Millett, Hay
4.0 Tons
53
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Soybeans, Manured, Double Crop
31 bu.
25
NIA
2079
2
20,1
20.10
Medium
NIA
Mecklenburg
Small Grain, Silage
8.3 Tons
45
NIA
Com, Silage
17.5 Tons
60
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Pearl Millett, Hay
4.0 Tons
53
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Soybeans, Manured, Double Crop
31 bu,
25
NIA
2079
3
1 1.80
11.801
Medium
N/A
Mecklenburg
Small Grain, Silage
8.3 Tons
45
NIA
Corn, Silage
17.3'fons
60
NIA
Small Grain, Silage
8.3 Tons
45
NIA
Pearl Millett, flay
4.0 Tons
53
NIA
Small Grain, Silage
9.3 Tons
45
N/A
Soybeans, Manured, Double Crop
31 bu.
25
NIA
2079
4
2.80
2.80
Medium
N/A
Mecklenburg
Small Grain, Silage
7.8 "tons
42
N/A
Corn, Silage
16.5 Tons
56
NIA
Small Grain, Silage
7.8 Tons
42
NIA
Preview Database Version 3.1 Date Printed 6I4/2008
NOTE: Symbol * means user entered data.
PCS Page Page I of 3

G
Planned Crops Summary
P205
Total
Useable
Plat
Removal
Applied
Tract
Field
Acres
Acres
Rating
Ll
Soil Series
Crop Sequence
RYE
(lbslacre)
(lbs/acre)
Pearl Millets, Hay
3.7'Pons
49
NIA
Small Grain, Silage
7.8 Tonsl
42
NIA
Soybeans, Manured, Double Crop
30 bu.
24
NIA
2079
5
40,60
40.60
Medium
NIA
Mecklenburg
Small Grain, Silage
7.2 Tons
39
NIA
Corn, Silage
15.2 Tons
52
NIA
Small Grain, Silage
7.2 Tons
39
NIA
Pearl Millen, Hay
3.4 Tons
45
NIA
Small Grain, Silage
7.2 Tons
39
NIA
Soybeans, Manured, Double Crop
27 bu.
22
NIP'
2079
7
6.80
6.80
Low
NIA
Mecklenburg
Fescue Pasture
4.3 Tons
7
NIA
Small Grain Overseed
1.0 Tons
15
N/A
2079
8
15.10
15.10
Medium
NIA
Coronaca
Small Grain, Silage
9.6 Tons
52
NIA
Com, Silage
20.0 Tons
68
NIA
Small Grain, Silage
9.6 Tons
52
NIA
Pearl Millett, Hay
4.4 Tons
59
NIA
Small Grain, Silage
9.6 Tons
52
NIA
Soybeans, Manured, Double Crop
33 bu.
26
NIA
2079
9
6.40
6.40
Medium
NIA
Mecklenburg
Small Grain, Silage
7.8 Tons
42
NIA
Com, Silage
16.5 Tons
56
NIA
Small Grain, Silage
7.8 Tons
42
NIA
Pearl Millen, Hay
3.7 Tons
49
NIA
Small Grain, Silage
7.8 Tons
42
NIA
Soybeans, Manured, Double Crop
30 bu.
24
NIA
PLAN TOTALS: 130.20 130,20
Preview Database Version 3.1 Date Printed 6I4I2008
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 3

I
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
<= 10
nutrient leaching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered. Examples
> 10
are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> I00
Very High
Starter P application only
Preview Database Version 3.l Date Printed 0/4/2008
NOTE: Symbol " means user entered data.
PCS Page Page 3 of 3

®*
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Corona.
Fert.
Nutrient
Applied
(ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
tons
N
N
N
N
1000
gal/A
Tons
1000 gals
2079
1
S2
Mecklenburg
16.10
16.10
Small Grain, Silage
8.3 Tons
911-3131
92
0
0
Broad.
92
9.29
0.00
149.63
0.00
2079
1
S2
Mecklenburg
16.10
16.10
Corn, Silage
17.5 Ton
2/15-6/30
191
0
0
Broad.
191
1930
0.00
310.64
0.00
2079
10
S2
Mecklenburg
10.50
10.50
Small Grain, Silage
8.3 Tons
9/1-3/31
92
0
0
Broad,
92
9.29
0.00
97.58
0.00
2079
10
S2
Mecklenburg
10.50
10.50
lCorn, Silage
17.5 Ton
2/15-6/30
191
0
0
Broad.
191
19.30
0.00
202.59
0.00
2079
2
S2
Mecklenburg
20.10
20.10
Small Grain, Silage
9.3 Tons
9/1-3/31
92
0
0
Broad.
92
9.29
0.00
196.80
0.00
2079
2
S2
Mecklenburg
20.10
20.10
Corn, Silage
17.5 Ton
2/15-6130
191
0
0
Broad.
191
19.30
0.00
387,82
0.00
2079
3
S2
Mecklenburg
11.80
11.80
Small Grain, Silage
8.3 Tons
9/1-3131
92
0
0
Broad.
92
9.29
0.00
109.67
0.00
2079
3
S2
Mecklenburg
11.80
11.80
Com, Silage
17.5 Ton
2115-6130
191
0
0
Broad.
191
19.30
0.00
227.68
0.00
2079
4
S2
Mecklenburg
2.90
2.80
Small Grain, Silage
7.8 Tons
9/1-3131
87
0
0
Broad.
87
8.79
0.00
24.61
0-
2079
4
S2
Mecklenburg
2.80
2.80
Corn, Silage
16.5 Ton
2115-6/30
180
0
0
Broad.
180
18,18
0.00
50.91
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Small Grain, Silage
7.2 Tons
9/1-3/31
80
0
0
Broad.
80
8.08
0.00
328.11
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Corn, Silage
15.2 Ton
2/15.6130
166
0
0
Broad.
166
16.77
0.00
680.83
0.00
2079
7
S2
Mecklenburg
6,80
6.80
Fescue Pasture
4.3 Tons
8/1-7/31
143
0
0
Broad.
143
14.45
0.00
98.23
0.00
2079
7
S2
Mecklenburg
6,80
6.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
50
5.05
0.00
34.35
0.00
2079
8
S2
Coronaca
15.10
15.10
Small Grain, Silage
9.6 Tons
9/1-3/31
107
0
0'
Broad
107
10.81
0.00
163,22
0.00
2074
1 8
1 S2
lCoronaca
15.10
15.10
Corn, Silage
120.0 Ton
2/15-6/30
219
0
1 0
Broad.1
218
22.02
0.00
332.53
0.00
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 1 of 6

s;
Waste 1<Jtilization Table Year 1.
Traci
Field
Source
ID
Soil Series
Total
Acres
use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal1A
Tons
1000 gals
tons
2079
9
S2
Mecklenburg
6.40
6.40
Small Grain, Silage
7.8 Tons
9/1-3131
87
0
0
Broad.
87
8.79
0,00
56.25
0.00
2079
9
S2
Mecklenburg
6.40
6.40
Corn, Silage
16.5 Ton
2115-6/30
180
0
0
Broad.
180
18.18
0,00
116.37
0.00
Total Applied, 1000 gallons
3,557.81
Total Produced 1000 gallons
2,324.70
Balance, 1000 gallons
-1,233.11
Total Applied, tons
0.
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, symbol means leased, otherwise, owned. 2. Symbol ' means user entered data.
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 2 of 6

Waste Utilization Table
Year 2
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
Obs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
Applied
Reqd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Applic.
Method
N
N
N
N
low
gal/A
Tons
1000 gals
tons
2079
1
S2
Mecklenburg
16.10
16.10
Small Grain, Silage
8.3 Tons
9/1-3/31
92
0
0
Broad.
92
9.29
0.00
149.63
0.00
2079
1
S2
Mecklenburg
16.10
16.10
Pearl Millett, Hay
4.0 Tons
4/1-9/15
198
0
0
Broad.
198
20.00
0.00
322.03
0.00
2079
10
S2
Mecklenburg
10.50
10.50
Small Grain, Silage
8.3 Tons
9/1-3/31
92
0
0
Broad.
92
9.29
0.00
97.58
0.00
��F-
10
S2
Mecklenburg
10.50
10.50
Pearl Millett, Hay
4.0 Tons
4/1-9/15
198
0
0
Broad.
198
20.00
0.00
210.02
0.00
S2
Mecklenburg
20.10
20.10
Small Grain, Silage
8.3 Tons
9/1-3/31
92
0
0
Broad.
92
9.29
0.00
18b.80
O.t,
2079
2
S2
Mecklenburg
20.10
20.10
Pearl Millett, Hay
4.0 Tons
4/1-9/15
198
0
0
Broad.
198
20.00
0.00
402.03
0.00
2079
3
S2
Mecklenburg
11.80
11.80
Small Grain, Silage
8.3 Tons
9/1-3/31
92
0
0
Broad.
92
9.29
0.00
109.67
0.00
2079
3
S2
Mecklenburg
11.80
11.80
Pearl Millett, Hay
4.0 Tons
4/1-9/15
198
0
0
Broad.
198
20.00
0.00
236.02
0.00
2079
4
S2
Mecklenburg
2.80
2.80
Stnall Grain, Silage
7.8 Tons
9/1-3/31
87
0
0
Broad.
87
&791
0.00
24.61
0.00
2079
4
S2
Mecklenburg
2.80
2.80
Pearl Millett, Hay
3.7 Tons
411-9/15
183
0
0
Broad.
183
18.49
0.00
51.76
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Small Grain, Silage
7.2 Tons
9/1-3131
80
0
0
Broad.
80
8.08
0.00
328.11
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Pearl Millett, Hay
3.4 Tons
411-9115
168
0
0
Broad.
168
16.97
0.00
689.03
0.00
2079
7
S2
Mecklenburg
6.80
6.80
Fescue Pasture
4.3 Tons
8/1-7131
143
0
0
Broad.
143
14.45
0.00
98.23
0.00
2079
7
S2
Mecklenburg
6.80
6.80
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Broad.
50
5.05
0.00
34.35
0.00
2079 1
8
S2
ICoronaca
15.10
15.101
Small Grain, Silage
9.6 Tons 1
9/1-3/31
107 1
0
D
1 Broad.
1071
10.81
0.001
163.22
0.
2079
8
S2
Coronaca
15.10
IS. 10
Pearl Millett, Hay
4.4 Tons
4/1-9/15
217
0
0
Broad,
217
21.92
0.00
331.01
0.00
2079
9
S2
Mecklenburg
6.40
6.40
Small Grain, Silage
7.8 Tons
9/1-3/31
87
0
0
Broad,
87
8.79
0.00
56.25
0.00
2079
9
S2
Mecklenburg
6,401
6.40
Pearl Millett, Hay
3.7 Tons
411-9/15
193
0
0
Broad.
183
18.491
0.00
118,311
0.00
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 3 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
3,609.65
Total Produced, Io00gallons
2,324.70
Balance, 1000 gallons
-1,283.95
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.p"
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 4 of 6

Waste Utilization 'Cable Year 3
Nitrogen
Comm.
Res,
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
Applied
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Applic.
Method
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2079
1
S2
Mecklenburg
16.10
16A 0
Small Grain, Silage
8.3 Tons
911-3/31
92
0
0
Broad.
92
9.29
0.00
149.63
0.00
2079
1
S2
Mecklenburg
16.10
16.10
Soybeans, Manured, Double Crop
31 bu.
4/1-9/15
121
0
0
Broad.
121
12.22
0.00
196.79
0.00
2079
10
S2
Mecklenburg
10,50
10.50
Small Grain, Silage
8.3 Tans
911-3/31
92
0
0
Broad.
92
9.29
0.00
97.58
0.00
2079
10
1 S2
Mecklenburg
i0.50
10,50
Soybeans, Manured, Double Crop
31 bu.
4/1-9115
121
0
0
Broad.
121
12.22
0.00
128.34
0.00
2079 1
2
1 S2
Mecklenburg
20.10
20.10
Smali Grain, Silage
8.3 Tons
9/1-3/31
92
0
0 1
Broad.
92
929F
0.00
186.80
0.,
2079
2
S2
Mecklenburg
20.10
20.10
Soybeans, Manured, Double Crop
31 bu.
4/1-9115
121
0
0
Broad,
121
12.22
0.00
245,69
0.00
2079
3
S2
Mecklenburg
11.80
11.80
Small [Crain, Silage
8.3 Tons
911-3/31
92
0
0
Broad.
92
9.29
0.00
109,67
0.00
2079
3
S2
Mecklenburg
11.90
11.90
Soybeans, Manured, Double Crop
31 bu.
4/1-9115
121
0
0
Broad.
121
12.22
0.00
144,23
0.00
2074
1 4
S2
IMecklenburg
2.80
2.80
Small Grain, Silage
7.8 Tons
9/1-3/31
87
0
0
Broad.
87
8.79
0.00
24.61
0.00
2079
4
S2
Mecklenburg
2.80
2.80
Soybeans, Manured, Double Crop
30 bu.
411-9/15
117
0
0
Broad.
117
11.92
0.00
33.09
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Small Grain, Silage
7.2 Tons
9/1-3/31
80
0
0
Broad.
80
8.08
0,00
328.11
0.00
2079
5
S2
Mecklenburg
40.60
40.60
Soybeans, Manured, Double Crop
27 bu.
4/1-9/15
105
0
0
Broad.
105
10.61
0.00
430.64
0.00
2079
7
S2
Mecklenburg
6.80
6.80
Fescue Pasture
4.3 Tons
8/1-7/31
143
0
0
Broad.
143
14.45
0.00
99.23
0.00
2079
T7
S2
Mecklenburg
6.80
6.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
50
5.05
0.00
34.35
0.00
2079
8
1 S2
Coronaca
15A01
15.10
Small Grain, Silage
9.6 Tons
9/1-3/31
107
1 0
0
1 Broad.
1071
10.81
0.001
163.2
2079
8
S2
Coronaca
15.10
15.10
Soybeans, Manured, Double Crop
33 bu.
4/1-9/15
128
0
0
Broad.
129
12.93
0.00
195.2
2079
9
S2
Mecklenburg
6.40
6.40
Small Grain, Silage
7.8 Tons
9/1-3131
87
0
0
Broad.
87
8.79
0.00
56.2
2079
9
S2
Mecklenburg
6.40
6.40
Soybeans, Manured, Double Crop
30 bu.
411-9115
117
0
0
Broad.
117
11.921
0.00
75.6
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 5 of 6
0

Waste Utilization Table
Year 3
Tract
Field
Source
rD
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
2,698.13
Total Produced, 1000 gallons
2,324.70
Balance, 1000 gallons
-373.43
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.o"
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 5/30/2008 WUT Page Page 6 of 6

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of
copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth.
Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of copper and
zinc to be applied in Ibslacre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc, we
can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of
lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
RPnrtirvd Snil TQct VahtPc
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-1
Copper Recommendation
Zn-1
Zinc Recommendation
2079
1
Small Grain, Silage
5.9
0.0
490
None
232
None
2079
1
Corn, Silage
5.9
0.0
490
None
232
None
2079
I
Small Grain, Silage
5.9
0.0
490
None
232
None
2079
1
Pearl Millett, Hay
5.9
0.0
490
None
232
None
2079
1
Small Grain, Silage
5.9
0.0
490
None
232
None
2079
1
Soybeans, Manured, Double Crop
5.9
0.0
490
None
232
None
2079
10
Small Grain, Silage
6.5
0.0
1026
None
340
None
2079
10
Corn, Silage
6.5
0.0
1026
None
340
None
2079
10
Small Grain, Silage
6.5
0.0
1026
None
340
None
2079
10
Pearl Millett, Hay
6.5
0.0
1026
None
340
None
2079
10
Small Grain, Silage
6.5
0.0
1026
None
340
None
2079
10
Soybeans, Manured, Double Crop
6.5
0.0
1026
None
340
None
2079
2
Small Grain, Silage
6.1
0.0
543
None
382
None
2079
2
Com, Silage
6.1
0.0
543
None
382
None
2079
2
Small Grain, Silage
6.1
0.0
543
None
382
None
2079
2
Pearl Millett, Hay
6.1
0.0
543
None
382
None
2079
2
Small Grain, Silage
6.1
0.0
543
None
382
None
2079
1 2
Soybeans, Manured, Double Crop
6.1
0.0
543
None
382
None
2079
3
Small Grain, Silage
6.2
0.0
471
None
359
None
2079
3
Corn, Silage
6.2
0.0
471
None
359
None
2079
3
Small Grain, Silage
6.2
0.0
471
None
359
None
2079
3
Pearl Millett, Hay
6.2
0.0
471
None
359
None
2079
3
Small Grain, Silage
6.2
0.0
471
None
359
i None
- ---------- - - --- --- ----------------------------------------------------------------------------- --- ------------ - -- ---------------- -------- ----------- -- .. -------------...
Preview Database Version 3.1 Date Printed: 06-04-2008 STV Page Page 1 of 2

Rernlirerl Snil Tect Valnec
Tract
'Field
Crop
pH
Lime Recom.
(ions/acre)
Cu-1
Copper Recommendation
Zn-I
Zinc Recommendation
2079
3
Soybeans, Manured, Double Crop
6.2
0.0
471
None
359
None
2079
4
Small Grain, Silage
5.9
0.0
269
None
218
None
2079
4
Corn, Silage
5.9
0.0
269
None
218
None
2079
4
Small Grain, Silage
5.9
0.0
269
None
218
None
2079
4
Pearl Millett, Hay
5.9
0.0
269
None
218
None
2079
4
Small Grain, Silage
5.9
0.0
269
None
218
None
2079
4
Soybeans, Manured, Double Crop
5.9
0.0
269
None
218
None
2079
5
Small Grain, Silage
5.6
0.7
713
None
453
None
2079
5
Corn, Silage
5.6
0.0
713
None
453
None
2079
5
Small Grain, Silage
5.6
0.0
713
None
453
None
2079
5
Pearl Millett, Hay
5.6
0.0
713
None
453
None
2079
5
Small Grain, Silage
5.6
0.0
713
None
453
None,
2079
5
Soybeans, Manured, Double Crop
5.6
0.0
713
None
453
None
2079
7
Fescue Pasture
6.3
0.0
716
None
523
None
2079
7
Small Grain Overseed
6.3
0.0
716
None
523
None
2079
8
Small Grain, Silage
6.1
0.0
935
None
359
None
2079
8
Corn, Silage
6.1
0.0
935
None
359
None
2079
8
Small Grain, Silage
6.1
0.0
935
None
359
None
2079
8
Pearl Millett, Hay
6.l
0.0
935
None
359
None
2079
8
Small Grain, Silage
6.1
0.0
935
None
359
None
2079
8
Soybeans, Manured, Double Crop
6.1
0.0
935
None
359
None
2079
9
Small Grain, Silage
6.0
0.0
595
None
280
None
2079
9
Corn, Silage
6.0
1 0.0
595
None
280
None
2079
9
Small Grain, Silage
6.0
0.0
595
None
280
None
2079
1 9
1 Pearl Millett, Hay
6.0
0.01
595
1 None
280
None
2079
9
Small Grain, Silage
6.0
0.01
595
1 None
280
None
2079
1 9
1 Soybeans, Manured, Double Crop
6.0
0.0
595
1 None
290
None
- ---- --- --- -- ---- •------ ---- -- ------ ---- --
Preview Database Version 3.1 Date Printed_ 06-04-2008 STV Page Page 2 of 2

16
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWO 336) 7 q / - 5.ug
EMERGENCY MANAGEMENTS STEM 1
SwCD (� 3 - qqQ
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include: '
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
December 18, 1996

j I
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Omen this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone)si-M-574q After hours, emergency number: 919-733-3942. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2 above,
the exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone numberWO 011
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number19-318-64local SWCD office phone number'A-315 GM and
local MRCS office for advice/technical assistance phone number3X4XJ-qVV9
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize oft -site
2 December 18, 1996

damage. a. Contractors Name: `'/�
;ck` Fraetex (Fm-rf-r,-r t ��
b. Contractors Address: 1064 JrKW PaS Yt
c. Contractors Phone: (3 30 All? -YY 31-
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name: i e i ij 4, &Ar j P% C _
b. Phone: (3 3 31$ • GY 10
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 December 18, 1996

Conservation Plan Map
Loflin Dairy CNIVI?
Date: -(2Z2008
Customer(s): CLIFFORD VV LOFLIN JR RECEIVED J DENRIDWQ Field Office. ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONS ERVATIOhMwF4 PFf)TF('Tinh1 (;l;CTIaNAgency: MRCS
Tract: 2079 1 Fielcis: 1 - 5, 7 - 10 MAR 2 7 2099 State and County: NC, RANDOLPH
Approx, Acres Waste Application Fields: 130.2 Map Use: Nutrient Management
Assisted by:
NRCS
I inch aquals 500 feet
D 2CO 600
r_
N
W j-- E
3

0
Conservation Flan Map Date5/2212003
Loftin Oairy CNNIP
Customer(s). CLIFFORD W LOFLIN JR Field Oince ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency MRCS
Tract: 2079 / Fields: 1 - 5, 7 - 10 State and County: NC, RANDOLPH
Approx. Acres Waste ,Application Fields: 130.2 Nap Use: Nutrient Management
y J
} 1
i
0AeG2 16 1 ac, A
mc
McB2 &.alao i I \
j Cn62
ij �/ / It y ! 41 v YVt
__ r ! 110 t1
Bobs , Branc /
%�
- lr. '
( VYC
� 1
20.1 ac �.
r 19, r� o
3 c 1 13,
11815c.......,
�.2 ac ,,'• �, .,.' !1 i,.
1 _
t
� t-��'�>
I
Cansplan Roads
wtB \, -_
I !
Ladd use ^^-^- Streams
Crop - ;• Snits
7
/
orest WSS
Headquarters property
/1 �'
�astura
IN
Assisted by:
NRCS r` E
�c S

Conservation Plan Map Date. 5i2"2008
Loftin Dairy ,NiNIP
Customer(s). CLIFFORD W LOFLIN JR Field Office. ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency- NRCS
Tract: 2079 1 Fields: 1 & 8 State and County: NC, RANDOLPH
Approx. Acres Waste Application Fields: [11 16 1 ac., [8] 15 1 ac. Map Use: Nutrient Management
1 incn aqual5 2i 0' tet
Assisted by:
NRCS

Conservation Plan Map Dace 5/22/2X8
Lcdlo Dairy CNNIF
Customer(sj: CLIFFORD IA! LOFLIN JR Field Office. ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency. NRCS
Tract: 2079 1 Fields: 1 & B State and County: NO RA.NDOLPH
Approx. Acres Waste Application Fields'. [11 16.1 an [8] 15.1 ac. Map Use. Nutrient Management
h�9eR2 J 0 � a�
M9eB2
mcYi equals Jo.) taa� ���
Assisted by:� y�
NRCS uc ax

Conservation Plan Map Date: 5122i2008
Loftin Dairy CLAMP
CustGmer(s): CLIFFORD W LOFLIN JR Fie(d Office: ASNEBORO SERVICE CENTER
District. RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency: MRCS
Tract: 2079 ! Fields. 2, 3. & 4 State and County: NC, RANDOLPH
Approx. Acres Waste Application Fields: (2] 20.1 ac., (3] 11.8 ac., (4] 2.8 ac. Map Use: Nutrient Management
Assisted by:
NRCS
1 inch equals 300 feet
150 30C
Ft>et

a `1
Conservation Plan Map Date 5/222008
Lollin Dairy CNMP
Customer(s): CLIFFORD W LOFLIN JR Field Office : ASHEBORO SERVICE CENTER
District. RANDOL H SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Tract. 2079 1 Fields: 2, 3. 3 4 Stale and County: NC, RANDOLPH
Approx. Acres Waste Application Fields. [21 20.1 ac., [3] 11 3 ac_ [4] 2.8 ac. Plop Use. Nutrient Management
IB-7 ad, = v � 4 ac.
Consplan Roaas
Land use - Streams 1 7
Crop Soils
Forest Property
Headquarters
W Pasture
\
I \ Mac
10
5 ! 11G5:ac \�
27 a
t
J
I 300 reap N
Assisted by: � W
NRCS w o 1
S

Conservation Plan Map Data 5i22i2008
Lo in 0airy CNfvlP
Customer(s): CLIFFORD W LOFLIN JR Field Office: ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency: MRCS
Tract: 2079 / Fields: 5 & 6 State and County, NC, RANDOLPH
Approx. Acres Waste Application Fields: [514C.6 ac., (6] 8.7 ac. Map Use: Nutrient Management
I !ncn equals 300 fret N
Assisted by: �.J. _
NRCS 0 IsU ao,] —
wwN� rww�rwrrr���a, S

�L
Conservation Plan Map Da:e 5Y22;10oa
Loflin Dairy CNNIP
Customer(s). CLIFFORD W LOFLIN JR Field Office. ASHEBORO SERVICE CENTER
District RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency. NRCS
Tract: 2079 1 Fields5 & 6 State and County. NC- RANDOLPH
Approx. Acres Waste Application Fields: [5] 40.6 ac.. 16] 8.7 a c. Nlap Use: Nutrient klanagement
n zyuals 30� ieaY ill
Assisted by:A
NRCS iso scc

Conservation Plan Map Date 5/221'20o8
Lott n Dairy ONNIA
Customer(s): CLIFFORD W LOFLIN JR Fleld Office: ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Tract: 2079 / Fie€ds: 6 & 7 State and County: NC. RANDOLPH
Approx. Acres Waste Application Fields: (6] 8.7 ac., (7] 10.5 ac.
Assisted by6,01
NRCS
I rch equals 300 feet
Map Use: Nutrient Management

Conservation Plan Map Date 5,22;2006
Loflin Dairy CNNIP
Customer(s): CLIFFORD bV LOFLIN JR Field Office ASHEBORO SERVICE CENTER
District RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Trad. 2079 I Fields: 6 & 7 State and County: NC RANDOLPH
Approx. Acres Waste Application Fields. (6] 8.7 ac. j7] 10.5 ac. Map Use. Nutrieni Management
NieC'2 �
Bob's Branch
I
Conspian - Roads
Land use Streams
Crop Soils
3 Forest O Prooert;
H2 puanars `,VSS
L Pasture
l loco =q uals >op reef ICI
Assisted by:
NRCS nc aw "+
moo;

Conservation Flan Map Date �/22r2008
Lorlin Dairy CN�Lir
Customer(s): CLIFFORD W LOFLIN JR Field Office: ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT .Agency. NRCS
Tract: 2079 1 Fields: 9 & 10 Stake and County: NC, RANDOLPH
Approx. Acres Waste Application Fields: [9] 6A ac., [10] 10.5 ac. Map Use: Nutrient Management
Assisted by:
NRCS
t inch equals 300 fee:
0 150 300
rent

rf
Conservation Plan Map Date 5, 2/2008
Loilin. Dairy CNMP
Customer(s). CLIFFORD W LOFLIN JR Field Office'. ASHEBORO SERVICE CENTER
District: RANDOLPH SOIL & WATER CONSERVATION DISTRICT Agency: NRCS
Tract. 2079 i Fields: 9 & 10 State and County: INC. RANDOLPH
APprox. Acres Waste Application Fields. [9) 6.4 ac.. (10] 10.5 ac. Map Use: Nutrient Management
Merl_:
6�
6.4 ac, J i
WtC
.
I
. 12 3,a.
WtG
l`
\ McB2
ac
�
1
\
j
t
\�
37.6 ac. t
II McB2 ' -2
20,1
\
\
McB2 I
I
I
d
i
\�
r
Consplan
- Roads
d'
\
Land use
w- Streams
Crop
_ > Soils
_ 7
v
C2 Forest
Property
Headquarters
/
\
Pasture
n z4'aals 3�0 �aat �'
Assisted by:O�G
NRCS� suc

OF 1NArF9 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 N.C. Dept, Of EHNA
Wayne Loflin OCT a 1 204
Loflin Dairy
2410 Loflin Dairy Road �' fl n� 1C'"!—.�> lem
Sophia NC 27350 Re g —, o ri a i Office
Subject: Certificate of Coverage No. AWC760023
Loflin Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Randolph County
Dear Wayne Loflin:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Wayne
Loflin, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC760023 which expires October 1, 2004,
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Loflin Dairy, located in Randolph County, with an animal capacity of no greater
than an annual average of 300 Dairy cattle and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o,enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nne
orthCarolina
Vaturally

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J.R. Joshi at [phone].
Sincerely,
U
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all ce's)
Winston-Salem Regional Office, Aquifer Protection Section
Randolph County Health Department
Randolph County Soil and Water Conservation District
Permit File AWC760023
APS Central Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Wayne Loflin
Loftin Dairy.
2410 Loflin Dairy Road
Sophia NC 27350
Subject: Certificate of Coverage No. AWC760023
Loflin Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Randolph County
Dear Wayne Loflin:
On April 28, 2003, ,the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water -Quality. (Division) to extend the expiration date of the Cattle Waste Operation General
Permit AWG200000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Wayne
Loflin, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC760023 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Loflin Dairy, located in Randolph County, with an animal capacity of no greater
than an annual average of 300 Dairy cattle and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective -from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
bf animals. authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If,your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of, future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. AWA
NM€R
Non -Discharge Permitting Unit Internet http://h2o.enr.state.no.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699.1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish.to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be subnvtted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all cc's)
Winston-Salem Regional Office, Water Quality Section
Randolph County Health Department
Randolph County Soil and Water Conservation District
Permit File AWC760023
NDPU Files
R1,75CFIVED
N.C. Dec . - : ;71-HNR
MAY 19 2003
Winston-Salem
Regional Office

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Loflin Dairy
Clifford W. Loflin
2410 Loflin Dairy Road
Sophia, NC 27350
[phone]
09-21-2001
This plan has been developed by:
B. Barton Roberson
USDA-NRCS
241 Sunset Avenue, Suite 1
Federal Building
Asheboro, NC 27203
336 629-4449, Ext
C
Developer Signature �
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
J, .�`r/1 itj/ FAV / /
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: �� 0-3
echnic pecialist ignature Date
-------------- - --- --- ..
201977 Database Version 1.08 Date Printed: 02 04-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S2
Dairy (Milk Cow) Liquid Manure Slurry waste generated 2,324,700
gals/year by a 300 animal Dairy (Milk Cow) Liquid Manure Slurry
operation. This production facility has waste storage capacities of
approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
23013
Incorporated
31381
Injected
35565
Irrigated
20921
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
32,555.10
3,285,637
-960,937
Nu--------- - ----••--- - ------------ --- -
ote: In so ID, S means standard source, U means user defined source.
201977 Database Version 1.08 Date Printed: 02-04-2003 Source Page 1 of 1

Narrative
This is a dairy operation with approximately 300 head of cattle. All of the land to which waste will be
applied belongs to the owners. The solid and liquid waste enters into a concrete tank and will be land
applied by means of a honey -wagon. It is understand that changes in the type of crop or any other
modifications must be reflected in an updated waste utilization plan.
If fields are planted to corn for silage and it ultimately needs to be harvested for grain, a change in the
amount of nitrogen to be applied needs to be made. Applicagtion rates in this plan are as follows:
1 bushel of corn yield requires 1.2-1.4 lbs, of Nitrogen;
1 ton of corn silage yield requires 10-12 lbs. of Nitrogen.
If the plan changes such that one method is more common than the other, the plan needs to be updated to
reflect this mode of operation. Accurate records should be kept at all times to demonstrate that
over -application has not occured.
-----------------------------------------------------------------------------------------------------------------------------------------------------
201977 Database Version 1A Date Printed: 02-04-2003 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2079
1
NIA
MECKLENBURG
Small Grain, Silage
7.7 Tons
Corn, Silage
t6.1 Tons
2079
2
NIA
IMECKLENBURG
Small Grain, Silage
7.7 Tons
Corn, Silage
16.1 Tons
2079
3
NIA
MECKLENBURG
Small Grain, Silage
7.8 Tons
Com, Silage
16.5 Tons
2079
5
NIA
MECKLENBURG
Small Grain, Silage
7.8 Tons
Com, Silage
16.5 Tons
2079
7
NIA
MECKLENBURG
Small Grain, Silage
7.8 Tons
'
Com, Silage
16.5 Tons
2079
8
NIA
CORONACA
Small Grain, Silage
9.6 Tons
Com, Silage
20.0 Tons
2079
9
NIA
MECKLENBURG
Small Grain, Silage
7.8 Tons
Com, Silage
16.5 Tons
2083
l
1 NIA
MECKLENBURG
I Small Grain, Silage
7.8 Tons
Corn, Silage
16.5 Tons
LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
2
soluble nutrient leaching below the
root zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the
root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that improve
soluble nutrient leaching below the
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
root zone.
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
201977 Database Version 1.08 Date Printed: 02-04-2003 PCS Page i of I
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure
applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used
to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of
animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year l
Tract
I Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
1
Res,
MOM
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I N
N
N
Ibs/A
1000
gal/A
tons
1000 gals
tons
2079
1
S2
MECKLENBURG
16,00
16.00
Small Grain, Silage
7.7 Tons
9/15-3/31
85
0
0
Broad.
85
8.58
0
137.30
0.00
2079
1
S2
MECKLENBURG
16.00
16.00
Com, Silage
16.1 Tons
2/15-6130
176
0
0
Broad.
176
17.77
0
284.30
0,00
2079
2
S2
MECKLENBURG
18.80
18.80
Small Grain, Silage
7.7 Tons
9/15-3/31
85
0
0
Broad.
85
8.58
0
161.27
0,00
2079
2
S2
MECKLENBURG
18.80
18.80
Com, Silage
16.1 Tons
2/15-6130
1761
0
0
Broad.
1761
I T76
01
333.93
0.00
2079
3
S2
MECKLENBURG
13.00
13.00
Small Grain, Silage
7.8 Tons
9115-3131
87
0
0
Broad.
87
8.79
0
114,14
0.00
2079
3
S2
MECKLENBURG
13.00
13.00
Corn, Silage
16.5 Tons
2/15-6/30
180
0
0
Broad,
180
18.17
0
236,15
0.00
2079
5
S2
MECKLENBURG
41.00
41.00
Small Grain, Silage
7.8 Tons
9/15-3131
87
0
0
Broad.
87
8.78
0
359.98
0.00
2079
5
S2
MECKLENBURG
41.001
41.00
Corn, Silage
16.5 Tons
2/15-6/30
1901
0
0
Broad.
180
18.17
0
744.79
0.00
2079
7
S2
MECKLENBURG
2.50
2.50
Small Grain, Silage
7.8 Tons
9/15-3131
87
0
0
Broad.
87
8.78
0
21.95
0.00
2079
7
S2
MECKLENBURG
2.50
2.50
Corn, Silage
16.5 Tons
2/15-6/30
180
0
0
Broad.
180
18.17
0
45.41
0.00
2079
8
S2
CORONACA
12.70
12.70
Small Grain, Silage
9.6 Tons
9/15-3131
106
0
0
Broad.
106
10.70
0
135.86
0.00
..--------------------------------------------------------------------------------------------------- ------------- ---------..- ...
201977 Database Version 1.08 Date Printed: 2/4/03 WUT Page 1

Waste Utilization Table
Year l
Tract
I Field
Source
LD.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Rcs,
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
pal/A
tons
1000 pals
tons
2079
8
S2
CORONACA
12.70
12.70
Corn, Silage
20.0 Tons
2/15-6/30
218
0
0
Broad,
218
22.00
0
279.41
0.00
2079
9
S2
MECKLENBURG
6.80
6.80
Small Grain, Silage
7.8 Tons
9115-3131
87
0
0
Broad.
87
8.78
0
59.71
0.00
2079
9
S2
MECKLENBURG
6.80
6.80
Corn, Silage
16.5 Tons
2115-6130
180
0
0
Broad.
180
18.17
0
123.53
0.00
2083
1
S2
MECKLENBURG
9.201
9.20
Small Grain, Silage
7.8 Tons
9/15-3131
87
0
0
Broad.
87
8.78
0
80.78
0.00
2083
l
S2
MECKLENBURG
9.20
9.20
Corn, Silage
16.5 Tons
2/15-6130
I80
0
0
Broad.
l80
18.17
0
167.13
0.00
Total Applied, 1000 gallons
3,285.64
Lagoon Liquids
Total Produced, 1000 gallons
2,324.70
Balance, 1000 gallons
-960.94
Total Applied, tons
0.00
Manure Solids
Total Produced, tons
0,00
Balance, tons
0.00
Notes: I. In the tract column, symbol -- means ]eased, otherwise, owned.
2. Symbol * means user entered data.
201977 Database Version 1.08 Date Printed: 2/4/03 WUT Page 2

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
Dairy Milk Cow Liquid Manure Slurry
Design Storage Capacity (Days)
Start Date
04/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
72
1
2
44
1
3
13
1
4
179
1
5
180
1
6
150
1
7
119
1
8
88
1
9
153
1
10
180
1
11
150
1
12
119
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------- ---------------------------------------------------------------------------------------------
201977 Database Version 1.08 Date Printed: 02-04-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. 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 that reaches surface
water is prohibited.
2. 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. 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).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. 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).
---------------------------------------------------------------------------------------------------------------------------------------------------------
201977 Database Version 1.08 Date Printed: 2/4/03 Specification Page 1

7. 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.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. 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 that 25 feet to perennial w rk---
12. Animal waste shall not be auulied closer tha 00 feet to wells.
13. Animal waste shall not be applied closer tha 200 feet of dwellings oth r
than those owned by the landowner.
14. Waste shall be a lied in a manne of to reach other property and
�g t-of--ways.
----------------------------------------------------------------------------------------------------- ------------------- ------------------------------------
201977 Database Version 1.08 Date Printed: 2/4/03 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
---------------------------------------------------------------------------------------------------------------------------------------------------------
201977 Database Version 1.08 Date Printed: 2/4/03 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---- -. .-...-------------------------------------------------------------------------------------------------------- ..- --
201977 Database Version 1.08 Date Printed: 2/4/03 Specification Page 4

Crop Notes
Corn Silage: Piedmont and Mountains
The following crop note applies to field(s): 8
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the
growing season to monitor the nutrient status of the corn. �Timely management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
The following crop note applies to field(s): 1, 2, 3, 5, 7, 9
Corn Silage: Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the
growing season to monitor the nutrient status of the corn. Timely management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
---------- ------ - - -- ..--
201977 Database Version 1.0: Date Printed: 02-04-2003 Crop Note Page 1 of 2

The following crop note applies to field(s): 8
Small Grain Silage, Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU "Small Grain Production Guide".Also, increase the initial seeding rate by at least 10% when
planting no -till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety "green book" and information from private companies to select a high yielding variety
with the characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting.
Increase N at planting by 20% for no -till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February -March. Apply 10 to 12 lbs. N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain. Timely management
of diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
The following crop note applies to field(s): 1, 2, 3, 5, 7, 9
Small Grain Silage, Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU "Small Grain Production Guide".Also, increase the initial seeding rate by at least 10% when
planting no -till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety "green book" and information from private companies to select a high yielding variety
with the characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting.
Increase N at planting by 20% for no -till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February -March. Apply 10 to 12 lbs. N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain. Timely management
of diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
----------------------------------------------------------------------------------------------------------------------------------------------------------
201977 Database Version 1.0� Date Printed: 02-04-2003 Crop Note Page 2 of 2

Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7. 6cvQ
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

Dairy Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead
• Dairy Production
I
Vegetative or wooded buffers;
Recommended best management practices;
and common sense
Paved lots or bam alley
•
Wet manure -covered surfaces
[��Scrape or flush daily;
surfaces
P ote drying with proper ventilation;
C3 Routine checks and maintenance on waterers,
hydrants, pipes, stock tanks
Bedded areas
•
Urine;
Promote drying with proper ventilation;
•
Partial microbial decomposition
GY Replace wet or manure -covered bedding
Manure dry stacks
•
Partial microbial decomposition
❑ Provide liquid drainage for stored manure
Storage tank or basin
•
Partial microbial decomposition;
❑ Bottom or mid -level loading;
surface
•
Mixing while filling;
❑ Tank covers;
• Agitation while emptving ❑' Basin surface mats of solids;
❑ Minimize lot runoff' and liquid additions;
e Agitate only prior to manure removal;
0"
Proven biological additives or oxidants
Settling basin surfaces
•
Partial microbial decomposition;
❑
Liquid drainage from settled solids;
•
Mixing while filling;
❑
Remove solids regularly
•
Agitation while emptying
Manure, slurry, or sludge
•
Agitation when spreading;
❑
Soil iniection of slurry/sludges,
spreader outlets
•
Volatile gas emissions
Or
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure; slurry
!
Volatile gas emissions while
❑
Soil infection of slurrv/sludges;
or sludge on field surfaces
drying
❑
Soil incorporation within 48 hrs;
❑
Spread in thin uniform lavers for rapid drying;
❑
Proven biological additives or oxidants
Flush tanks
•
Agitation ofrecycled lagoon liquid
❑
Flush tank covers;
while tanks are filling
❑
Extend fill lines to near bottom of tanks with
anti -siphon vents
Outside drain collection or • Agitation during wastewater G/ Box covers
AMOC - November 11, 1996, Page 1

Source Cause BMPs to Minimize Odor Site Specific Practices
junction boxes conveyance
Lift stations • Agitation during sum tank filling O Sump tank covers
and drawdown
End of drainpipes at lagoon • Agitation during wastewater p Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volitile gas emission;
• Biological mixing;
• Agitation
i7 Proper lagoon liquid capacity;
Cl Correct lagoon startup procedures;
O Minimum surface area -to -volume ratio;
Minimum agitation when pumping.;
17 Mechanical aeration;
Cl Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; O Irrieate on dry days with little or no wind:
• Wind drift O Minimum recommended oneratine pressure:
❑ Pumn intake near laeoon liauid surface:
0 Pumn from second staee lagoon:
O Flush residual manure from pipes at end of
slurry/sludge pumpings
_ Dead animals • Carcass decomposition Cy Proner disposition of carcasses
Standing water around • Improper drainage; Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads 00" Farm access road maintenance
roads from farm access
Additional information: Available From:
Cattle Manure Management; .0200 RuleIBMP Packet NCSU, County Extension Center
Dairy Educational Unit Manure Management System - Lake Wheeler Road Filed Labatory ; EBAE 209-95 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU - BAE
Management of Dairy Wastewater; EBAE 106-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC -November 11, 1996, Page 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters • Accumulation of Solids O Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 - 8 inches
over more than 30% of surface.
Excessive Vegetative • Decaying vegetation O Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
Dry qyctPm-,
Feeders • Feed Spillage lr Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
Of decaying wastage.
L Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues 93" Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
O bwmApr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AM1C - November 11, 1996, Page 1

Source Cause
BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
Eliminate low areas that trap moisture along fences
and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e. inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of animal wastes
❑ Remove spillage on a routine basis (e.g., 7-10 day
Systems
interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
❑ RMOP4adequate drainage around manure
stockpiles.
❑ Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613
AMIC - November 11, 1996, Page 2

f .
State of North Carolina,
Department of Environment
and Natural Resources
Division pf Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
CLIFFORD WAYNE LOFLIN
LOFLIN DAIRY
2410 LOFLIN DAIRY ROAD
SOPHIA NC 27350
Dear Mr. Loflin:
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT-A1►&"ATURAL RE
March 22, 2001 N.C. rN H N R
Mh1) a R )qal
ai
I flegiortaI office
Subject: Certificate of Coverage No. AWC760023
Loflin Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Randolph County.
In accordance with your application received on September 5, 2000, and additional information
request responses, received from January 18`h — 23rd, 2001; we are forwarding this Certificate of
Coverage (COC) issued to Wayne Loflin, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Loflin Dairy, located in Randolph County, with an animal
capacity of no greater than 300 Dairy cows, wherein the total number of milk and dry cows, heifers, and
calves, shall at no time, exceed the maximum design capacity of 300 total dairy animals; and the
application to land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003; and shall hereby void
COC Number AWC760023 dated February 21, 2001. The COC shall hereby incorporate by reference
any specified conditions of the previous COC issued to this facility.
Pursuant to this COC, you are authorized and required to operate the system in conformity with
the conditions and limitations as specified in the General Permit, the facility's CAWMP , and this COC,
with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the
required monitoring data and operational information must be established for this farm. Any increase in
waste production greater than the certified design capacity or increase in number of stocked animals
above the number authorized by this COC will require a modification to the CAWMP and this COC and
shall be completed prior to actual increase in either wastewater flow or number of animals.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]B
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage A#60023
Loflin Dairy
Page 2
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Winston-Salem Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Theresa Nartea at [phone] ext. 375.
Sincerely,
i
`' Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
. Randolph County Health Department
Wig. nst�Salem_Regional=Office; Water Quality Section=
Randolph County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
i
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
CLIFFORD WAYNE LOFLIN
LOFLIN DAIRY
2410 LOFLIN DAIRY ROAD
SOPHIA NC 27350
Dear Mr. Loflin:
A 4vo
44,01
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
0--
February 21, 2001
RECEIVED
N.C. Dept.u:-EHNR
MAR 0 7 2001
Winston-Salem
Regional Office
Subject: Certificate of Coverage No. AWC760023
Loflin Dairy
Cattle Waste Collection, Treatment,
Storage and Application System
Randolph County
In accordance with your application received on September 5, 2000, and additional information
request responses, received from January 18" — 23`", 2001; we are forwarding this Certificate of
Coverage (COC) issued to Wayne Loflin, authorizing the operation of the subject animal waste
collection, treatment, storage and Iand application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Loflin Dairy, located in Randolph County, with an animal
capacity of no greater than 200 milk cows; 50 dry cows; 25 heifers and 25 calves, and the application to
land as specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP , and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage A41760023
Loftin Dairy
Page 2
Please be advised that any violation of the terms and conditions specified in this -COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall,be made within 30 days of notification by the Division.
'This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or Iimitations contained in this COC are unacceptable, .you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Winston-Salem Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Theresa Nartea at [phone] ext. 375.
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Randolph County Health Department
,Winston-Salem`Regional Office,_Water. Quality Section
Randolph County Soil and Water Conservation District
Permit File
NDPU Files

August 30, 2000
Kerr T. Stevens
North Carolina Division of Water Quality
Water Quality SectionI
Non -Discharge Permitting Unit �•/
1617 Mail Service Center
Raleigh, NC 27699-1617 i. 1UG'U
Q1I
;1�: i..�i� ls�� Aj e m1t rt O/V
Dear Kerr,
�n9
Enclosed in this mailing is the information that you requested for my application of an
Animal Waste Operation General Permit to be completed. This information is being
provided in response to the letter 1 received from your office in the letter dated July 11,
2000.
I am providing the requested information in duplicate for my operation identified as Wayne
Lollin, Loftin Dairy, Facility Number. 76-23, Randolph County. As always, if you
need additional information, please let me know
Sincerely,
Clifford Wayne Loftlin
Enclosures (2)
cc: Randolph SWCD

Au,j. 1. ' 00 20: 42
Clifford I_afitn
•
FAX [phone]
•
P. 1
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Ouality .
James B. Hunt, Jr,, Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CE11TIFIED MAI
:i at Itlt :+a. ■ :i xr1 d t J d : f brlilll3lm`il ti bl r7
Wayne Loflin
Loflin Dairy
2410 Loflin Dairy Road
Sophia NC 27350
Farm Number: 76 - 23
Dear Wayne Loflin:
mom
C E R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURCE5
July 11, 20W /
I
You are hereby notified that Loflin-Dairy, in accordance with G.S. 143-215.10C, must apply for coverage under an
Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form, If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management. Plan must he returned to
complete the application package. The completed package shnuld be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
1f you have any questions concerning this letter, please cull Sue Homewood at [phone] extension 502 or
Melissa Rosebrock with the Winston-Salem Regional Office at [phone].
for
cc: Permit File (w/o encl.)
Winston-Salem Regional Office (w/o encl.)
Sinc:crely,
Kerr T. Stevens
1617 Mail Service Center, Raleigh, NC 27699-1817 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumor paper

Aug..1 '00 20:44 Clifford Loflin FAX [phone] P. 1
AML
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality 3EP 5 2000
Non -Discharge Permit Application Form V-JATER QUALM y 5t=(_; i ION
(THIS FORA? MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAOco. Disoh rga Permit trg
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as passible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Lollin Dairy
1.2 Print Land Owner's name: Wa ne oft _
1.3 Mailing address: 2410 Loflin Dairy Road
City, State: Sophia NC Zip: 27350
Telephone Number (include area cods): 495-1384
1.4 County where facility is located: _Randolph
1.5 Facility Location: From 220 Bypass take route 311 West, go about 5 miles. Landmarks - Cit o Station at interse lion of
311 and Bteson Farm -Road- Public School on right. I1.� mile on right Loflin Drive.
1.6 Print Farm Manager's name (if different from Land Owner): _
1.7 Lessec's / Integrator's name (if applicable; please circle which type is listed): Clifford W, Loflin
L8 Date Facility Originally Began Operation: 01/01/55
1.9 Datc(s) of Facility Fxpansion(s):(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 76 (county number); _23 (facility number).
2.2 Operation Description: Cattle operation
Dairy
300- Cerlifttd Design Capacity
1s the above information correct? �ycs; Mao. If no, correct below using the design capacity of the facility
The "Nu. of Animals" should be the maximum number for which the waste management structures were designed.
Typc_of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals TTvpe of Poultry No. of ARjmxls Tyne of Cattle No. of Anitnals
Other Type of Livestock on the farm:
0 Layer 0 Dairy
0 Nan-l.ayer _ _T 0 Beef
0 Turkey
No. of Animalti:
r. .. _O 4

t4JKM: AWO-U-IL a/L619ts _ rage i ui
Technical Specialist
Signaturt A✓� Date . �� �% —,,-10 D a
Phone Number (3 30 31 S - Ke 410

Aug. 1 '00 20:46 Clifford Loflin FAX [phone] P. 1
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 170.(X) ; Required Acreage (as listed in the AWMP):
2A Number of lagoons/ storagc ponds (circle which is applicable):.- f-
2.5 Are subsurface drains present within 100'of any ul'thc application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or 4(please circle one)
2.7 Does this facility meet all applicable :citing requirements? (Swine Form Siting Act, NRCS Standards, etc_) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's ;twine houses and lagoon were sited'?
What was the daft that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3,2 Two copies of a general location map indicating the location of the anitttal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Managemcnt Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
ror animal waste operations.
The CAWMP must include the following components. Some of these components may ►tot
have been required at the time the facifiry was certified but should be added to the
CAWMP,for permitting purposes:
The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e,g. itrigation,
injection, etc.)
,--33.3 A map of every field used for land application.
C3:3.4 The soil series present on every land application field.
—3:3.5 The crops grown on every land application field.
�3:3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
r3:3.7 The PAN applied to every land application field.
—33.8 The waste application windows for every crap utilized in the WUP.
,--3,3.9 The required NRCS Standard specifications.
,-3.3.10 A site schematic.
---3-3.1 1 Emergency Action plan,
r--3.3.12 Insect Control Checklist with chosen hest management practices noted.
-11".13 Odur Control Checklist with chosen best management practices noted.
f,3.14 Mortality Control Checklist with the selected method noted,
3.3.15 i agoon/sturage pond cnpacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicablc to your facility.
.-3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your suhminal.
FORM: AWO-G-E 5/28198
Page 2 of 4 76 - 23
Applicants Initials

Aug. 1 ' 00 20 : 46
Clifford Loflin
FAX [phone]
P. 2
Facility Number: 76 - 23
Facility Name: Lnflin Dairy
4. APPLICANT'S CERTIFICATION:
I, _ LVA-T 1-.o FIB/ A) (Land Owner's name listed in question 1.2), attest that
this :application for Z—o f=G, r,A! �C} i l y, (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts or this
application are not completed and that if all required supporting information and attachments are not included, this application package
will he returned iv me as incomplete. ,� �,
Signature nil. � Date F ^ D 00
S. MANAGER'S CERTIFICATION: (complete oeily if different from the I And Owner)
1, _ _ _ -..,__._. _ . (Manager's name listed in question 1.6), attest that this
application for (Fneility nninc listed in question I.1)
has been reviewed by me and is accurate and complete to the bcsl of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will he returned a,. incomplete.
Signature - _ Date
THE COMPLETED APPUcA PION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS.
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE. CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: (9I9) 733-3083
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 76 - 23

Aug. 1 '00 20:47 Clifford Loflin
FAX [phone]F. 3
•
Certification Amendment for Cattle Facilities
Facility Number ' Facility Name _4.6 eL1 & -DrA► r
Number of Animals Facility is Certified for 3 C, ea Date of Certification -!O
Please indicate the maximum number of animals that your animal waste management system is designed to
accommodate:
Dairy Milking WU 0
Dry cows 25V
Heifers
Calves
Beef Brood Cows
Feeders
Stockers _
TOTAL CONFINED ANIMALS AV w*
t* If this total is equal to the number that your facility is certified for, you do not need to complete the rest of this
form. if the above total number of animals is different than your certified number but it is what your technical
specialist evaluated when your facility was certified, please have your technical specialist amend the certification by
completing the section below. If your facility was not previously evaluated and certified for the maximum design
capacity, you must have a technical specialistre•certify your facility. Your certification number should be the
maximum number of animals (cows, heifers, calves, etc.) that your animal waste management system can
accommodate.
Please use the space below to describe the operation.
Amended Certification (only needed if the incorrect number of animals was previously certified);
By signing this you are certjfying that the animal waste management system at this facility has been evaluated for
the maximum number of animals that it can appropriately accommodate; however, the original certification did not
correctly represent this number (shown above as Total Animal Number).
Farm owner/applicant
Signature
Date
Farm manager (if applicable)
Signature Date
Technical Specialist
Signature Date
Phone Number ( )

Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
ANIMAL WASTE UTILIZATION PLAN
Clifford Loflin
2410 Loflin Dairy Road
Sophia NC 27350
[phone]
Existing Dairy Milk Cows (B)
300.06 Head
Waste Storage Structure
Broadcast
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.

k �
ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
G. 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.
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. Acreage
requirements should be based on the waste analysis report from your
waste management 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, ft3, tons, etc.)
300 Head x 32.1 tons waste/Head/year = 9630 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
300 Head x 76 lbs PAN/Head/year = 22800 lbs. PAN/year
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.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.

+ ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &'CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW.N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
2079
1
McC2
CS
15
180
0
16
2880
B
MAR-JUL
2079
2709
2079
2079
2079
2079
2079
2079
2079
2079
roidw;
--1
-2 IMeC2
3 - McB2
-3 McB2
5 McB2
-5 McB2
7 McB2
-7 McB2
8 CnB2
-8 1CnB2
9 McB2
SSG
12
1110
10
CS
15
180
0
B
SG
2
110*
0
B
CS
15
0
B
1110
SG
2
0
B
1100
CS
15
0
0
B
118
SG
2
0
B
1100
CS
15
180
0
B
SG
2
100T
B
CS
13
156
0
B
SG 12 . 1110 10
B
�16
�1760
SEP-MAR
3384
18.8
MAR-JUL
18.8
12074.6
SEP-MAR
2340
13
MAR-JUL
1300
13
SEP-MAR_
7560
41
MAR-JUL
4200
SEP--MAR
2.5
1846
MAR-JUL
470
2.5
SEP-MAR
12.7
11981.2
MAR-JUL
12.7
11403.6
SEP-MAR
1225.B
6.8
MAR-JUL

' ANIMAL WASTE UTILIZATION PLAN
2079
jSG
1-9
1MeB2
12
1100
10
�6"8
SEP-MAR
2079
10
McB2
CS
0
B
115
1180
111.9
12142
MAR-JUL
2079
�10
SG
2
0
11.9
IMeB2
B
1100
11190
SEP-MAR
2083
1
CS
15
180
0
jMeB2
B
19.2
11657.8
MAR-JUL
20B3
-1
McB2
SG
2
0
B
13.00
19.2
1921
SEP-MAR
END
B
TOTAL138017
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: 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.

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER ACi
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being-overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded'
in bermudagrass), 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 to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely 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
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 mowed to a
height of about two inches before drilling for best results.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.

ANIMAL WASTE UTILIZATION PLAN
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
CS
SG
CORN SILAGE
SMALL GRAIN OVERSEEDED
TONS
TONS
12
50.0
TABLE 1
TABLE 2
TOTAL
*'A
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
131.9
38017
0
0
131.9
38017
* BALANCE
-15217
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.

•
E
r
ANIMAL WASTE UTILIZATION PLAN
Acres shown in each of the preceding tables 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.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be 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 Tables l and 2. 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 rate prior to applying the waste.

ANIMAL WASTE UTILIZATION PLAN.
r.
NARRATIVE OF OPERATION
This is a dairy operation with approximately 300 head of cattle. All of the
land to which waste will be applied belongs to the owners. The solid and iquid
waste enters into a concrete tank and will be land applied by means of a honey -
wagon. The information reqarding the filed numbers and corresponding crop type
is being provided by the landowner. It is understood that any changes to the
type of crop or any other modificaitons must be refelcted in an updated waste
utilization plan.
If fields are planted to corn and it ultimately needs to be harvested for
grain, a change in the amount of nitrogen to be applied needs to be made.
Application rates in this plan are as follows:
1 bushel of corn yield requires 1.2-1.4 lbs. of Nitrogen
1 ton of corn silage yield requires 10-12 lbs. of Nitrogen
If the plan changes such that one method is more common than the other, the
plan needs to be updated to refect this mode of operation. Accurate records
should be kept at all times to demonstrate that over application has not
occured.

WASTE 'LiTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall 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.
2. 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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,.
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
.the field. (See FOTG Standard 393 -Filter Strip)
5. 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 irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When 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.)
7. 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. 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.
D p rt.a . 0

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Loflin Dairy Farm
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 utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the.25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation Distract
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Clifford Loflin
Signature: _ Date:
Name of Manager(If different from owner):
Signature: % Date:
Name of Person Preparing Plan: B. Barton Roberson/Shaban Kaji
Affiliation:USDA-MRCS Phone No. 336 629-4449 Ext. 3
Address (Agency): 241 SUNSET AVE SUITE 105
ASHEBORO NC 27203
Signature:
Date 99

•
e
ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be .leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The fields) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
potassium, and -other trace elements and when properly applied
should not harm my land or crops. I -also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner: Date:
Waste Producer: Date:.
Technical Representative: Date:
SWCD Representative:
Date:
Term of Agreement: ,19_ to
(Minimum of Ten Years on Cost Shared items)
(See Required Specification No. 2.)

•
r
ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I,
Public of said County, do hereby certify that
a Notary
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Party Receiver Acrreefiient
I, hereby agree to apply waste
generated by in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Third Party Receiver:
Date:
Term of Agreement: to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLIA
COUNTY OF
I, a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
Notary Public.
(SEAL)

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Operation and Maintenance Plan
• 1111 it Ii1il Ilil�•I I
Project 1 Farm Loftin Dairy (Clifford LAW 9-10-99
• Maintain the maximum liquid Ievel below the marker that is 1 inch below the top of the
circular concrete waste storage structure.
• A visual inspection of the waste storage structure shall be performed as a minimum
semi-annually. The inspector shall inspect the concrete for cracks and deterioration.
Check for signs of damage or leaks. Any problems found should be brought to the
attention of the technical specialist for repair recommendations.
• Mow and maintain vegetation around the Waste Storage Structure. Re seed any areas
that do not have adequate ground cover.
• Maintain all waste handling equipment —pumping, loading, hauling, spreading etc. -in
accordance with the manufactures specifications.
• All waste application shall be completed in accordance with the Waste Utilization Plan.
The Waste Storage Structure will be emptied at the end of each design storage period
(180 days) or as needed due to excess rainfall.
"See attached NC Agricultural Extension Service Agri -Waste Management Publications by
Dr. James C. Barker for information on sampling and testing of the effluent.

Dairy Farm Waste
'Management Odor Control Checklist
g
soilrcc
Calm
IIA'11's lu A•lirliltlirc Odor
Site Spccifis 1'ractices
l'illlll5[Ci111 •
Daily ploducliull
Vegeinlive or wooded burners
'
❑ Reco1111 mimed best nlalingenlent practices
l�Good judyillclit [III(] common sense
-
Paved luts or bails 1llley •
Wet immure-coveied surfaccs
Or ScrapC or [lush daily
sill-flaces
��
C7 I'r011101e drying wilii proper vcnti[atioll
. i
l�It.uulinc chucks anal nn;,intcnancc on ►rilchers,
�, '�, ,I + �+�•
hydrants, pines, slack I;mks
13cdded areas
urine
L, 1'runlote drying with proper ventiltiEion
�_ •
•
I'arlial microbial decorlipasitioll
1iel11nce ►vct or m inure -covered bedding
Manure dry slacks
Pailial microbial decumposi[iun
Provide lipoid drainage furstorcd majime
Storage Wilk Pr basic
I'arlial microbial decomposition ;
❑
Ilritlnm or mid -level loading
S111'r;lee
•
Mixing while lillilig ;
❑
"I allk covers
•
Agilatiun tvllcn Cmptying
❑
Ufisiii snl'rnce liiats orsolids;
Cl
Minituin lot runoffalld liquid additions
Ce
Agitate only prior to manure removal
❑
PrOVCII bloi0g1Cg11 ild(HINCS Or Oxld1,1111S
Settling.Iluslll sill'IaCCS
•
11i11tial. Inlcrobi.11 decoloposlllon
❑
I-i[hlni dllalllagC 111,0111 settled solids _...._,
•
Mixing while filling
❑
lUmove solids regularly
•
Agimllon when {.'mply1ngg
Manure, slurry or sludge
•
Agilrilion x;•lien spreading
0
Soil injection orslurry/sludges
spreader outlets
.
Volatile gas emissions
❑
Wish residual manure from Shlend er afler use
❑
Proven biological additives or oxidants •
Uncovered nu.1mire,
0
Volatile gas emissions while
❑
Soil injection ofslnrrylsludges
sultry Or 51tl(IggC oil field
dryilig
❑
Soil IIICOrl)Ori111011 witllill 118 Ili's
Surfaces
al! spl'Cnd in thin unirorm I,nyers ror rnpid drying
❑
Proven biological additives Or oxidants
Flush Inks
Agilatiun arrccycicd Ngaull
❑
17Itls11 lank covers;
liquid ►vliilc ranks are filling
❑
Iixtctld rill lines to near bottom of I;uiks will
Ind-sillholl VCll[S
Outside drain collecliun Agitation durhig wastewaler i" Box covers
or junction boxes conveyalice
AMOC - November l 1,• 1996, Page

Source _
IMI1's CO AlE11inlize Udul Site Spccilic 1'rncllccs J
Calase T
Lilt Millions
• Agilallon thlring sump (nilk
❑
Suillp tank covers
filling and drawdown
[aid ordraiupilies at
0 Agitation during %vastmater
CJ
lixlend discliarge point of pities underneath
11g'ooil
Conveyallce
lagoon liquid level
1.;aga;ku .Surraces
• Volatile gas ellussioll;
❑
11i'oper Ingoon liquid capncily;
• Biological mixing;
❑
Corrcel lagoon startup procedures;
• Agitation
0
Minimuua surracc area -to -volume rntiu;
Cl Minimum agitation When pumping;
U - Mechanical aeration;
Cl Proven biological ndditivcs
Irrigation sprinkler •, I ligh pressure agitation; 0 Irrigate on dry days with little or no wind;
nozzles Wind drill p Minimum recommended operating procedure;
Cl Pump intake near Ingoon liquid surface;
Cl Pump rioiu second -stage Ingoon;
p 1 lush residual Mn uiurc Rom pipes at end. -Or.
slurry/sludge pumpings
m
Dead animals 0 Carcass decomposition fi' Proper disposition or carcasses
Standing water nruurid a improper drainage; Grade and landscape such that wnlcr drains
I;acililics0 Microbial decomposition of away front filciiities
organic matler
Mud Iracked onto public • Poorly maintained access roads Turin access rend mainlenance
roads froni farm access
Additional lnfurmation :
Available From
�q} ttlo Manure Management ; 02U0 RuIdBMP Packet:
NCSU, County L•xtensimi Center
Oniry EdnCtional Ullit Manure Ma11n8CI) Mlt System - Lakc Wheeler Rond Field Laboralory ; EBA3: 209-95
NCSU -13A13
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EDAE 103-83
NCSU - BAC
Managcancnt of Dalry Wastcwalcr ; E13AH 106-83
NCSU - DAC
Calibration of Manure and WastewaterApplicalion Equipment ; MAE Fact Sheet
NCSU - DAE
Nuisnuce Concerns in Animal Manure Management: Odors and Flies ; PRO[07, 1995 Conference Proceedings
Florida Cooperative EXICilsioil -
d. I Ot
I,
10 IF
11-
AMOC - November 11, 1996, Page 2
s

Insect Control Checklist for Animal Operations
Sunrce
Callse
11611's to C0111rn1 lllsecis Site Specific Practice
Liciuld Sys(ents
Flush Cinders
Accumulation of solds
D
Flush sysicnt Is designed and operaled -
suf(icienlly to remove accumulated solids -From
gutters ns designed.
Cl
Remove bridging of accumulated solids at -
discharge
Lagoons and fits
• CIIISIC[I Solids
D
lvlainlain lagoolts, scilling bisills and plls where
pest breeding is nliparem io nlitlimi7,c the
I t�
crusting of solids to a depth of no more Ilan 6 -
8 inches over IliorC illail 30% of sm ace. r
-
Excessive VCgclalive
- -
Decaying vegetatimi
D
Maintnin vegel,itive control along banks of
Gromb
lagoons and other linpoundmellls to prevent
11CC11111111a6011 of decaying Veselative matlCr
along waler's edge oil inlpomidmellt's perimeler.
Dry SySICllls
Feeders need Spillage Design, aperale and maintain fccd systems (e.g.,
bunkers and irougbs) Io nlillimizc the
ticcumuiaticrn of decaying wastage.
ET�Clcan up spillage on n routine basis (e.g., 7 - 10
day interval duritlg suullncr', f S-30'day interval
during winter).
Feed Storage Accunittlaliuns of lccd residues Reduce moisture accumulation wilhin and . .
around intinaliate perimeter of feed storage
1 areas by ilisuring clrahmge away from site i.
and/or providing adequate containment (e.g.,
covered -bin for brewer's grain and shullar high
moisture gram produc(s).
D Inspect for and remove or break up accuinulated
solids in lifter strips around feed storage as
needed.
N
w
AN41C - November 11, 1996, Page

5oltrre Csluse 11Mi's Iv { 1011li7,c Odui' Sitc Spy_
Lill stalivus Agilaliun during sump lank ❑ Sully tank covers
lillbig and (11-mviloWn'
find okli-nirlpipes at Agitation during wastcwaler ❑ Cxlcnd discharge poilli ofpilles undclilealh
Ingoon conveyance lagoon liquid level
Lagoon stil•f-aces Volatile gels emissions;
' iliologicall mixing;
• Agitnlivn '
❑ !'roper lagooll liquid capacity;
❑ Correct lagooll stal-lup procedures;
❑ Mimllillnl slll'li1ce area-to-voluille 1':1110;
❑ Minimlini agilmtiun while pumping;
❑ Mechanical acr:lliou;
CI Proven biulogical additives `
lrrigatiun sprinkler Iilgll plcssurc agilaliuu; ❑ Irrigate on dry days ►vith little or nv Wind;
nozzles Wind drill ❑ Minimum recommended operating procedure;
❑ Pulllli imt:lke nc:u' lagoon liquid sill'facc;
❑ Pump from secand-stage.lmgoon
Dead birds Clacass declnupusitionj ❑ Proper disposition of carcasses
Dcad bird disposal pits Carcass decomposition: ❑ Cumpiele covering or carcasses ill burial IlilS;
❑ i'rvper location/construction of disposal pits;
❑ Dispusal 11it Covers light titling
Standing water around a Improper drainage; &?' (pride laid Ikindsci4pe stich thal water drains
facilities a Microbial decomposition of away front facilities
organic maticr
Mud tracked onto public I'ourly ilciilltahicd access roads Farm Access road maintcnamce
roads from Farm access
Addilional 111formalioll : Available From :
Puullry Manure Manageimcm ; 02UO 11001M1' Picket NCSU, County Extension Cenlcr _
Poultry Lnycr Production Facilily Manure M;magcnicnl: I ligh Risc, Deep I'it ; 1;IIAL• 131-88 NCSU -13AC i +;
Poultry Layer Production Facility Manure M7nagenient: Umlercage Flush - Lagoon 'I'rcalment ; C13AC 130-88 NCSU - UAC a l' I 1
Lagoon Design mid Managenienl fur Livestock Mantire'1'reatment and Slorage ; L•UAL-• 1U3-83 NCSU - 13A1I
CKlibrntion of Manure mud Wastewater Applicmlion I quipment ; EEl11is I -ad Shce( NCSU - DAE
Proper I3isposml of Dead Poultry ; I'S&'I' Guide No. 19 NCSU - Poultry Science
Nuisance Concerns in Animal Mnmrrc Managcnicut: Odors and Flics ; PRO101, 1995 Coilrerence I'roccediiigs Florida Cooperative Extciision
ANIOC - November 11, 1996, Page 7

Source Cattlse . 116,111S to Control Insects Site Specific Practices
Animal I folding Areas Accumulatiuns of -animal wasles QY Eliminate low areas that trap moishire along
and Iced wastage fences and olltcr locations where waste
accumulates and disturbance by animals is
minimal.
C ' Maintain fence rows and filter strips around
autinl;II huiding areas to minimin "
accunndalions or wastes (i.e., inspect rur. and
rcauovc or brcak up accumulated solids as
acceded).
Dry Mamie I landlirtg Accumulatiuns uranimal wastes Pr Remove spillage on a routine basis (e.g., 7 - IU
Systems dray interval during summer, 15-30 day inlct'vaal
during avinter) where manurc is loaded I'ur land
application or disposal.
❑ Provide.rur adcyuatc drainage around manure
stockpiles.
❑ Iatslma For and rcauovc or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as heeded.
For anon inrormalion coulact IIIC C OI)IICI'atiVC EXICIISioll Service, Dcpantcncnl or I:1 lumulogy, Dox 7613, Not th Cnrolina Sintc University,
RnIcigh, NC, 27695-7613.
CJ
F' p e
I "}
AMICf November 11, 1996, 11age 2

-Mortality Management Methods
(check which method(s) are being
Burial three feet beneath the surface of the Around within 24 hours after
knowledge of the death. The burial must be at Ceast 300 feet from any flowing
stream or public body of water.
Ef" Renderino, at a rendering plant licensed under G.S. 106-163.7
C1 Complete incineration
j In the case of dead poultry only, placing in a disposal pit of a size and desizn.
approved by the Department of Agriculture
Any met -hod which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering,
human or animal health. (Written approval of the State Veterinarian must be
attached)
December M 1996

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� SOIL &waTEr�
CONSERVATION
RANDOLPH SOIL AND WATER CONSERVATION DISTRICT
Federal Building • 241 Sunset Avenue, Asheboro, NC 27203.9101318-6490
Greensboro/Liberty: (910) 2I8-4490 • High Point/ArchdaIe: [phone]
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Branch
Attention: Sonya Avant, Engineer
P. O. Box 29535
Raleigh, NC 27626-0535
Re: Loflin Dairy), Facility # 76-23
Dear Sonya:
Enclosed please find the revised certification form, Section D, (Application and Handling
Equipment Installation). As you know the facility was certified based on the condition of
attaining the waste handling equipment. The owner had purchased the required equipment
specified in the plan and it has been in full operation for almost a year. We apologize for the
delay in updating the certification form.
If there are any questions and concerns, or if you require further information please do
not hesitate to call me.
SFiaban K. Kaji, , CPESC
Soil and Water nQineer
pc: Clifford Loflin

C) Runoff Controls fr { xterior Lots (RC)
, 6.
FaciIitY with exterior lots23
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan,
For facilities without exterior lots, no cert� f ication is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) A lira ' and Handling ui ment Installation (WUP or I)
Check the propriate block
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/day/year); 4 's adequate
storage to hold the waste until the equipment is installed and until the waste c�b�"` in
accordance with the cropping system contained in the plan; and calibration and a,$�ve
been provided to the owners and are contained as part of the plan. ES
Name
Work
Address
The following signature block is only to be used when the box for conditional approval in III D
above has been checked,
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner). --
Signature: Date:
E) Odor_ Control, Insect Control and Mortality nazement (SD. SI, WUP, RC or I
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (PIease Print):
Affiliation . Date Work -Completed:
Address (Agency): Phone No.:
Signature: _ _ _ _ _ _ _ Date:
AWC .. August 1, 1997

` S y
• t 1 Anirn'saste Management Plan Certil*ion
Farm Location: - County`)iarm is located in:�
Latitude and Longitude: � � �� / �� � Integrator:
Please attach a copy of a county road map with Iocation identified and describe below (Be specific: road
names, directions, milepost, etc.): 2311 qo
e
Oneration Descrintion:
Type of Swine No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
D Gilts
❑ Boars
Type of Poultry No. of Animals .
❑ Layer
O Pullets
Other Type of Livestock:
Type of Cattle No. of Animals
wiry �"3 M
❑ Beef
Number of Animals:
Acreage Available for Application:_ _-3 f ! r 5 _! Required Acreage: -t- 7r_
Number of Lagoons,/ Storage Pond Total Capacity; 1Z'`!. �580 Cubic Feet (f'
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES- are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above-mformation is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that.any expansion to the existing design capacity of the waste treatment and
storage system 'or construction -of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that Y modification
must be approved by a. technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title trJansfer. >,
Name of Lan caner : /f
Signature:LFLU f�.��^'91—L. Date:
Name of Manager(if different from owner):
Signature: Date:
AWC -- August 1, 1997 '" 1 '

TOAcal Specialist CertifiJ*;on
I• As a technical specialist -designated by the North Carolina Soil and Water Consmii�t n Commission=pursuant to 15A
NCAC 6F .0005, I certify thAt the animal waste management system for the farm named above hasten animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management
(DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 211.0217 and 15A NCAC 6F .0001-
'.0005. The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are
technically competent.
-
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
/ requirements,
�Y New, expanded or retrofitted facili (SD) r
Animal waste storage and treatment structures, such as but not limited to collection systems, lag'M&Agnends,
have been designed to meet or exceed the minimum standards and specifications. i+++�ee�H CAR04 #00,
Name of Technical S al'st (Please Print): A
Affiliation i?0r I l�//.�I7 Date Work Complet ;� SEAL
Address (Agency): Z lo 5 Z151w hA/c; Phone NA 3' -
Sienature: 2 7 Date: 9KI-3 e_ •• ••'�P�,
B) Land Application Site (VvW)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):-B. _8 &�40' Qe be-rso r%
Affiliation VS1 A --49 �, Date Work Completed: 9�5
Address (Agency):. 2' 51,,, s.tI4c...w S ` � k 4-'� Phone No.: 31, 4 s -v y l
z
Signature: [ fir. ---- Date: T 71 V
C) Runoff Controls from Exterior Lots
Check the appropriate box
❑ Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have
accordance with technical standards developed by NRCS.
Name of Technical S
Address
(Please Print):
AWC -- August 1, 1997

D). A lica 'bn and Handl' Affiguiliment
Check th ppropriate box
Exisdng oL-exl2anding facility withtxisting_w-aste annlication equipment (WUP or I) --
Animal waste appIication equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ -expo andrd. ornisting facility without existing waste application equinmea for spray iLd ation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required -by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Q New. e7id._or existing fact i y�thout&tisting waste applicationgauioment, foci d _spreadi g not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has-been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment 'can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loadtifi rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of T
Address (Agency):
Signature: f
Spptiall'st (Please
Work
oJ SEAL
E) Odor Control,_ Insect Control, M_ ortality Management and Emergency Actiorf'B !
SI, WUP�, RC or I
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Ck-5 J)A — JV e.0 S Date Work Completed:
Address
�E Z7rd Phone No.:_3 3
Date: f
F) Written Notice of New or Expanding Swine Farm.
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21, 1996, when was it constructed or last
expanded
I (we) certify that i (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A cop) of the notice and a list of the property owners notified is
attached. 1
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Date:
Signature:- -_ Date:
AWC -- August 1, 1997 — 3

III. C&V:ftcation (Installation
A) Collection, Storage, Treatment Installation Y '�
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
Name of
Address (Agency
Signature:
For existing facilities without retrofits, no certification is necessary. CaRO+••,,�
'al Sp ciaEist (Please Print): f 4' 'Q •:
` -
r _ Date Work C mpleted:lezrap Z
Gr
• one No.:
y"�Aw� �Iil -� �!� t � `� � T]atP._ CI.�- /MyJ�i"•�V •`*��_'��`1•
B) Land Application Site MrUP)
Check, the propriate box-
4 The cropping system is in lace on all land as specified in the animal waste management plan.
PF g Y F F g
G Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified .in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):-3- B ��c�5zr.ti
Affiliation U-5 f) A - A).12( S Date Work Completed:
Address (A Au It, k � 6o-,) 0- x V 11-S Phone No.: 331.
Sigmature: _ 7 —`—'-- --- Date: F /t fC/
This following signature block is only to be used when the box for conditional approval in M. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan,
and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days followin the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997

/, f f oled 4- & h 0,
C) Runoff Contr is frc. Alkterior Lots (RC)
Facility _yith exie lots I `�� `�
Methods to minimize the run off of pollutants from lounging and heavy use areas bave been installed as specified
in the plan.
Far facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) A lice and Handling Equipment Installation (WUP or I)
Check the propriate block _
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (monthidaylyear); � 'is adequate
storage to hold the waste until the equipment is installed and until the waste in
accordance with the cropping system contained in the plan; and calibration and a ve
been provided to the owners and are contained as part of the plan. .fig . e�FESS/p�;•S9 �•.�
Name of Technical
Address (Agency)
Work Com
0
The following signature block is only to be used when box. for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner). -
Signature: Date:
E) Odor Control, Insect Control and MortaIi_ty Management (SD, SI, WUP. RC or
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation _ Date Work,Completed:
Address (Agency): Phone No.:
Signature: Date:
AWC -- August 1, 1997 ..

C) Runoff Controls from IA&Jor Lots (RC) .
Facility with exteri s
Methods to minimize the run off of pollutants from lounging and heavy use arearhave been ins ta 0!'s��s"
tt�� ��►►��UU •,
in the plan. i•-0� ..........
For facilities without exterior lots, no certification is necessary. ?•.�O�ESSIGN9
Name of Technical Specialist (Please P 'nt): 4 SEAL f I
I 11 Date Work Completed: i i
Affiliation � �lrtc o ,
Address (Agency): Zyz dvbo' ti/ePhpne No.: �:��'�•'•••Gi��••'' Pl r'
Signature � Date: �r./ FJ' �,y ..�►�``���,
D) Application and Handling Equipment Installation (WUP or n
Check the appropriate block
[ , Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
.the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
ad' tment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and h ling equipment specified in the plan has
been purchased and will be on site and installed by ID It 479 (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Q_ got f
Affiliation LA Sp A —Al I-L 5 Date Work Completed:
Addre
Signa
No.: t7�2
,z
cl
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technlcal Specialist within 15 calendar days following the date specified in_the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:L/ ti ,sue
I
S
S
S.
Date: L` le ' �'5
E) Odor Control, Insect Control and Mortality Management LS SI,_WUP, RC or I}
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan also been installed and is operational.
Name of Technical Specialist (Please Print): _. &JOY% ICE �tr3c-.�
Affiliation 1.1 S OA - AU � - Date Work -Completed:
Address
Signattin
AWC -- August 1, 1997 = 5
No.:s s b 6 z
c

Please return the completed form to t e Division of Water ity aqk following address:
Department of Enviro ent,'Health, and Natural Resources
DivisiO Of Voter Quality
Non -Discharge r ch, Com fiance Unit
P. . Box 295
Please also remember to submit a co of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your riles with your Animal Waste Management Plan.
f�.
AWC -- August 1, 1997 6

•
•
RANDOLPH COUNTY SOIL AND WATER CONSERVATION DISTRICT
EMERGENCY ACTION PLAN
PROJECT/FARM: YR / 'Ynj K
___'
DATE: qr ` 1lLLjj!!
• Contact the North Carolina Department of Environment, Health and Natural
Resources - Division of Water Quality - Winston-Salem Regional Office at (910)
771-4600 if the problem occurs Monday through Friday between 8:00am and
5:00pm. If the problem occurs outside of those hours contact the State of North
Carolina Department of Crime Control and Public Safety - Division of Emergency
Management - Raleigh at 1-800-662-7956 or [phone]. Provide the following
information:
FACILITY NAME: 4o-;v ✓`s�
LOCATION; Z4112 'qqw / � SdP�t 'A, #C, 27350
REGISTRATION/PERART # ^ ?6 Z 3
• If there is danger to human life, downstream residences, roads, etc. call 911 of the
RANDOLPH County Sheriff's Department.
• Begin lowering the liquid level in the pond by applying waste water to nearby
irrigation fields if possible.
• Contact a contractor to begin repair of the problem to minimize off -site damage (list
the names and phone numbers of three below).
NAME
PHONE NUMBER
1 Yl i% c 4-
2
S�n„M c L�c .4 fCU-st
3
Uts : /I
Ir —lsd
• Contact the RANDOLPH Soil and Water Conservation District at 336 318-6490.
• Contact the technical specialist who certified the waste storage pond . If this
specialist is no longer working or is not available, contact another technical specialist
who has design approval such as the Area Engineer.
NAME
PHONE NUMBER
Shaban Kaji, PE, CPESC
[phone]
Jerry Pate, CET
[phone]
Daphne Cartner, EIT
[phone]

0t~`*t United States Soil
�� Department of Conservation
Agriculture Service
W 0 ���ortheast N'TC
160 E. '7th Street
Chester, PA.19013-6092
213-499-3939
W 'S 0
Subject, ENG - Animal Waste Storage pate: May- 17, 1993
Structures, Sollenberger Silo Corp.,
Standard Detail Drawings SSC-92-MT.
and SSC-92-MT-UB Revisions
William J. Bowers . Fite Cade: 210-23
State Conservation Engineer
Soil Conservation Service
Harrisburg, PA 17110
As requested, we have completed our review of the subject
material addressed in your transmittal of -April 20, 1993.
We agree that these designs now meet the requirements of SCS
Practice Standard 313'. I concur in their use in the
Northeastern states. The summary sheet, that I sent to you on
February 17, 1992, will be included in the next update of the
NNTC's index of standard detail drawings prepared by non-SCS
engineers.
LO D E. THaMAS
Head, Engineering Staff
Timothy Murphy, ASCE, SCS, Harrisburg, PA
^ ^ The Soil CansOrvahon Serv.ce �

PEC[FICATI
MiRED - CI AR t—lAt&M STORAGE STRUCIURES AS DESIGNED
FOR AND MSTRUCTED BY
SOLLENOERGER SILOS CORPS
p0 Box N
CHAMUROM, PA 17201
I. Designed according to (ACI) 318-89 ultimate strength method.
the Portland Cement Association's -Circular Concrete Tanks
without Prestressing- and SCS's -Engineering Standard 313.'
2- All concrete $hail be designed to produce a minimum
compressive strength of 4000 PSI 0 28 days. Durability
provisions of American Concrete Institute 301. Section 3,1 shall
apply. maximum water/cement ratio = 0.45- minimum cement
content 564 lbs. per cubic yard. Air entrainment 63 +/-11.
Ma_XJAU9L.5IUmP,Inches. Aconcrete must be vibrated,
3. All Concrete materials. mixing, conveying, placing,
reinforcement, forming, and form removal. shall conform to the
requirements of AC[ 319, latest edition.
4. All reinforcing steel shall be deformed bar with a minimum
Yield strength of 60,000 psi. minimum hoop reinforcement splice
length; up to 0 bar - 40 bar diameters: 08 bar and larger - 50
bar diameters. Hoop splices to be staggered. other splices up
to N7 bar - 30 bar diameters ue bar and larger - 40 bar
diameters.
5- minimum soil bearing capacity shall be 1500 psi. The
subgrade shall be uniform, firm and free from organic material.
If the tank is to be placed on a site with expansive soils,
minimum soil bearing capacity of under 30M psi or other subgrade
problems, subgrade preparation must be supervised by an
experienced soils engineer.
6. Floor and footing must be poured monolithically. Floor and
Footings must not be Placed below ground Water table without
special Provisions to prevent uplift on floor slab and tank.
7. Walt design conditions: Interior _iiau__id_pr sssure -
Hydrostatic pressure, S-G_ = I ACKFIL - backfill as evenly as
possible with uniform material around wall. Surface grade must -
slope away from Mail, & A perimeter
drain set in washed stone must be placed around the base of the
fwr1 Backfill can be up to full height of wall. minimum depth
0of oaCkfill is 4 Feet of cover from bottom of footing, or maximum
epth of frost penetration far site, wbichever is greater. Do
of operate heavy equipment within ID feet of the wall, e%Lpt.in
areas specifically constructed for equipment access according to
the drawings. The drawings include bridge slab details for
equipment access. The drawings also include details for
additional vertical steel for the wall in areas to be used For
equipment access without a bridge slab. Equipment access areas
may be provided by either a bridge slab or by._.providing-the
additional vertical steel. if in the wall the latter option is;
used, the section of wail with the additional reinforcement shall
be clearly marked with paint.
B. Where specialized in -floor pumping apparatus or equipment is
to be used, a site specific design must be Prepared.
NEAR 10/93 TEXT
9. Walt heights may be raised up to 4 feet in a portion of the
tank (up to 12' high tanks only). The horizontal and vertical
steel in the raised portion shall be the same as in the non-
ralsid top. section of the actual storage tank. Changes to the
reinforcing are as follows:
I) The vertical steel in the raised section must be lengthened
the same amount as the wail ' is raised. In no case shall the
vertical steel area be less than 0.20 square inches/Feet in the
extended section.
it) From the top of raised wall down to the original height, the
horizontal steel In the raised section must be the same spacing
as in the non -raised top section. The horizontal steel spacing
below the raised section shall then remain unchanged down to a
distance below the original height equivalent to the increase in
wall height at that point. No change is required In the
horizontal reinforcing in the. non -raised section of the tank
wall. Where wall heights are' extended 4 feet they must be
stepped down to 2 Feet for a minimum of one/half quadrant 12 I/2%
OF the circumference) on each side of the 4 Foot extension.
Where wall heights are raised,more than 2 feet but less than 4
feet. they must be stepped down one half the height increasq, for
a minimum of one-half quadrant on each side of the extension.
Backfill, surcharge and access Pad requirements are the same as
listed in the design. If it is required to provide equipment
access to the side of the wall without a bridge slab a site
specific design must be prepared. All other design assumptions
and conditions apply.
10. -All construction joints most be watertight. Six inch PvC
water stop material shall be used, in all cold joints.
11- Ali reinforcing steel to have minimum clear concrete cover
as specified by ACI 318-89 (ie 1 1/2' - k5 bar d smaller, 2' -
larger than o5 bar. 3' - when placed against ground). See also
note 12.
12.. Horizontal wall steel to be placed on the inside of vertical
steel and tied to the vertical steel. Horizontal steel to be
placed on wall center -line.
13. In sulphate containing soils a sulphate -resistant concrete
must be used. In such cases cement content shall be increased to
660 lb. per cubic yard. Refer to ACt 316-89 4.2 for other
specific requirements.
14. Any tank design may be built to a 2 foot lower height by
deleting the top section of the wall and adding an extra
horizontal 95 rebar continuously around the top of the wall.
15. Any tank designed with an 8 inch thick wall can be built
with a 9 inch thick wall.
16- All animal waste storage structures, reception pits, and
equipment, must be equipped with fences, guards, and warning
signs to applicable standards.
17. All specifications and drawings are proprietary and may no
be reproduced or duplicated without written permissions from
Sol)enberger Silos Corp. PO sox N. Chambersburg, PA 17201 and
Stephen B. Clarke b Associates LTD.
�o Q�pF 133xpM1,'t STEPHEN B. CLARKE SOLLENBERGER SILOS
N� & ASSOCIATES LTD. CORPORATION
2 PROFESSIONAL, ENGINEERS CHAHBE:RSBURG PA.
S, B. CLARKE
OL
R.R. Na, 2
DAN. By, DATE
�a�4o
BADEN ONTARIO.
S13C DEC92
C'¢.. Owo
NOEL IGO
DWG. No, I
919-634 • 1i57
SSC-9 2 —h1T-1 1

•
9" optional
-� 8 "-
slope
P1,
Dowells
R 4 @ 16 " o/c iyp.
15" in wall
15" in floor
Iorizontal steel
on wall
.Vertical steel tied to
_outside of horizontal
steel
6" PVC waterstop
44 bars @ 16" o/c x 4'-D" long
43 bars @ 18" o/c E.W.
or wwm 6" x 6" 4/4
'erimeter drain shall be / j
laced at or below the 5,
ase of the footing. }
1' -9"�- 2
min. Minimum two (2)
. '10 inch thick stone
base.
- 3-a5 bars continuous @ perimeter
1r
NOTES
1. Refer to drawing 45aC� 92-•MT-1
for general. specifications
/0
A
-
STEPHEN 8. CLARKE
SOLLEN13ERGER SILOS
TYPICAL WALE, - FOOTING DETAIL
j�
$ ASSOCIATES LTD.
CORPORATION
PROPESSIONAL ENGINEERS
LHAMBERSBURG PA.
ARKE
C
9� a
R.R. HE, 2
ORN. Br:
BAOEN.CWARlO.
S$C
2DEC92
01`Nde
REV.
0H
NOB IGO
10 93 GENERAL REVISION
SSC-92-MT-2
1

ONE WAY VALVE
4'-0 minimum
I
loon reinforcing around pipe
2-22-�' elbows typ. 4-05 bars x 5'-0 long
maximum pipe size-15'.
FLOOR PIPE -DETAIL
6° min. conc. SECTION
floor reinforcing around pipe
4-#5 bars x 5'-0 long
t � r
/ 8" minimum
SUMP DETAIL
-_- `- - NOTE: Thicken footing at
� r
sump as required (min. 1'4")
STEPHEN B. CLARKE SOLLENBERGER SILOS
8 ASSOCIATES LTD. CORPORATION
PLAN VIEWit A
PROFESSIONAL ENGINEERS CHAMSEASBURG PA.
FLOOR PIPE DETAIL
10/93 dimension chan
r41??-
OtE ��N C
N
s
S. B. cuaxF A
\pa Qc.FL Po
lr
R.A- +20. 2 DRN. By. WE
9AOEH • CNTARIO. SBC 2DEC
Has 1G0 GWd. Hai REV.
519-674-9457 SSC-92-MT-3 1

Cast hole up to 12"�
WALL OPENING DETAILS
Place hole between
regular reinforcing
(do not cut --off rebar
horizontals-5'-0 long
4-#5 trimmers @
45 E.F.-3'-0 long ��
2-#5 verticals-4'-0 long
CORE DRILLED HOLE
up 'to 6"cP within 2'-0
of(::�ooting _,_
2' -0 MAX
2-#5 x 6'-0 long E'S. 2-#5 x 7'-0 long E.S.
2-#5 x 6'-0 long
@ ea. top corner
4- #5 x 8'-0 long T&B-f
x 9'-U long
or 2- #7 x 8'-0 long T&B m
or 2-#9 x 13'-0 long T&B
HOLE OVER 12"146 up
to 24"4� HOLE OVER
24" up to 36"
STEPHEN B. CLARKE
SOLLENBERGER
SILOS
o"aptES510
ASSOCIATES LTD.
CORPORATION
y�`�^�
Z
PROFESSIONAL ENGINEERS
CHAHBEA58URG PA.
S. B. CLARKE
,a 4- De-� a
R.R_ N-0. I
ORM. 8Y:
aTE
9a 41
BAOEM, CNTARIO.
SBC
2DEC92
4�^c� ra��P
NOB IGO
OWG. ME, REY
Rebar alternative Sig -934.9453 SSC-92-MT-4 1

C COq` t-j NliU1
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ho
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raj rrt
1-0
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hd H-
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>» 0
jQ.i F0 4 11;"%xll-J 9" LONG
a r3 C
[IQRIZONTAL REINFORCING - 4 EXCEPT TOP 2#5 . 0
10 @ 7 1 /2" %r .4Ql.2"
VERTICAL REINFORCING - 14
@ I6" x ll'-9" LONG
v
ORIZONTAL REINFORCING
- 4 L'XCEpT TOP #5 l
5 1206 1/2" %
VCRTICAL REINFORCING
j1p9"1
#4@16"%xll'-9" LONG
+
VI iORYZONTAL REINFORCING
- 19 EX -PT 'TOP 15
D
3 @ 6" 14@5 1/2" %
VERTICAL REINFORCING -
3 12
#4@16"%xll'-9" LONG
{
. ►
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IJ-I[ORIZONTAL RIrINI'QRCING
EXCEPT TUL' 2 15
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6111- 15 @ 5"
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.1 .
I
VERTICAL REINFORCING
- #4@8"% ALT. 7'-0 & 11'-9" LONG
`
v $Cef
I•-
HORIZONT&L REINFORCING - #5
VERTICAL REINFORCING - #4@8"% ALT. 7'-0 &
ll'-9" LONG
■ +
o00
----- -- -----
o rzi
H
--
HORIZONTAL REINFORCING - #5
s
_Ry
VERTICAL REINFORCING - 14 @ 8" 1 ALT. V -0
& 11'-9" LONG
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r,
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r
T
HORIZONTAL REINFORCING - #5
j b
9 "
VERTICAL
REINFORCING - 140 8" ALT. B'-0 &
ll'-9" LONG
10RIZONTAL REINFO CING - #5
obi
6 @ 6"
8 II @ 5 1 2"op $
i,;E�
VERTICAL
REINFORCING m- 14@8"% ALT. 8'-0 & 11'9" LONG
•
O 00
IIORIZONTAL REINFORCING #5
a
11 Ll 5 1121,
VERTICAL
REINFORCING - 14@8" % A4.T. 9'-0
& 11'9" LONG
H r-
0
s.. _
_ .... ..
0
IIORIZQNTA.E, REINFORCING - 15
ro
1 $
$
VERTICAL
REINFORCING #4 @8"% ALT. 9'-0 &
11'-9" LONG
'
0 0
f.
r _
W A'.z1
HORIZONTAL REINFORCING
VERTICAL
REINFORCING - 14 @ 8"% ALT',` 9' -0
& ll' -9" LONG
,
'
owo
o C
r t�
n
IIORIZONTAL REINFORCING - #5
I'o :
4
23 @ 5" $
i•
B

.4ESTS d.v
SryQory rpo
/✓O T2E.
NOTES 1. Refer to drawing SSC-92-MT-1 for asp €ications
2. Slab design load-150 PSF distributed -oad, or
MIN. 15'-0 7000rc concentrated load on slab. Cantilever
portion, 5000# only
3_ Slab must not be anchored to top of wall
4. Slab may be inset into top of wall
5. If bridge slab spans to undisturbed soil within
5'-0 of tank wall and does not cantilever over
wall cast in'place slab thickness shall be 8".
Precast slab can be 8" thick. In all other cases
SAC--l.0 UNpF- -5l.46 7r7 S,-
usZ� T4zo,S01L I SiGT o.4
G�P6AN/G NATO'„'/A! 5 .
s --Cr/ O,v A -,A
/ . SO
PLANT VIEW
OPTIONAL BRIDGE SLAB
FOR TRACTOR ACCESS
MAR 10 93 TEXT
3 c.--A,p cav�R slab shall be 10" thick.
2'-0 x`1'-6 6. If precast slab is used it must be designed for
footing with the above loads 5 bridge from the 'top of wall to
3-#5 mbar to a footing 15' from the top of the wall. Bearing
supports optional pads or fresh grout must be used at precast slab
precasd slab support points. S`-D
' I V2" COVER
I a
U
'p 6" HacK
�I OVERHANG
MAX. 3'-0 i I WA! L
0
I
Aco.— O/C
co
v
z
s o/
E SSjo,,
i(
c
h x
S. B. CLARKE
�J 4 Dec. ?Z o
"Cc OF 4�t/
c
NORMAL 5TSEL
OPTIONAL BRIDGE SLAB CANTILEVER
STEPHEN B. CLAR KE
& ASSOCIATES LTD.
PROFESS[OMAL ENGiMEERS
R. R_ NEC. 2
BAOEH ONTARIO.
NOB IGO
515-534-SA53
SOLLENBERGER SILOS
CORPORATION
CHANSERSSURG PA.
OR N. By, LuTE
SBC 3DE{
OwG. N!- REY.
SSC-92-MT-I0 I I

•
TRACTOR DRIVE -oIJ AREA
Notes:
1_
Refer to drawing #SSC-92-MT-1 For .
36' MIN,
specifications _ m
5-1 ,�.
rk
Access area may be either backfill or
.a
7-2.
concrete slab not supported on wall.
o
\2
.
3.
Surface grade must slope away from wa11.
4.
Detail suitable for 12'-0 high wall as
shown_ For shorter walls delete top
30' MIN.
portion, ie for '8-0 high wall use
reinforcing shown for bottom 8'-0 of 12'
'fix ft�IzaR,7A�
wall.
411igli
HOR12014TAL BARS
5.
For walls higher than 12'-0, a site
specific design must be prepared if
3 lrxZRA5 8Af�5 TOTAL
equipment access without bridge slab is
10' EA. SIDE TRACTOR AREA',
30' M1W. LENGTH
required_
i EA. @ 2', 4' � G' BELOW
Top of WALL
N
04
VERTICAL BARS
36'MIM. 12'
EA. 51DE TRACTOR AeEA
44 P- 18" a/c
ALTERNATE 8'-6" LONG
EA.
J!�-6' LONG
510E
-
3kEA. SIDE EQUIPMENT
ACCESS BESIDE WALL
i JrK
2�
99tosESS/0
STEPHEN B. CLARKE
SOLLENBERGER
SILOS
& ASSOCIATES LTD.
CORPORATION
w x
PROFESSIONAL ENGINEERS
CHAHHERSOURG PA-
S. B. CLARKE
R. A. 1�. 2
ORN. Ely*aATE
oer—it, �
qo ��
9AOEN.ONTARIO.
SBC
DeC 92
E of C,
NOB IGO
DWI;. Ne,
AEti.
REV.
MAR-10/93
TEXT
511-634-94S3
SSC-92-MT-1I
3
•

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MCA/I ol�
(2- e 13-0 t 3• Z + 2. 2.2 4 2-7) =� M&I
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a#j lob
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75D �� (�- 3 L
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U:SDFPARTMENT, OFAf3RICULTURE NATURAL RESOURCES CONSERVATION SERVICE
£ 'lbVre 10B-2
w,++ 2f3-year 24-hou rnintnll (inches)
f
3.5 4 1
T t
�� �:� . � �nX ;� v��:�• � � _��,) 1 ','��r.11I I- � +' sue`
'ems ,• ` .': -• - •.I 1 .1 . , _ , 55 - AV
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art z � _ �--.1:'I) .i � �I} it I 1 r I I � j � ' , y ' � _ •,' s -
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k 8.5
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go
`,:.• ��' - - I, : f''``
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10
46
l 5 7 ``y} 10 �.
- CAUTION SHOULD OF USED IN WTEAPOL "N4 THIS MAP 11)I Rainfall Iso-line g ! 1 1
'I IN MOUNTAINOUS AAEAS. LINES HAVE BEEN SMOOTHED IN rL I — -- — — RaInlall ISO-Ilno (depression)
MOUNTAINOUS AAEAS OF THE WESTEAN STATES. 8 �-L r �.' 10
SOUACE. 9 L'
i NATIONAL WEATHER SERVICE PUBLICATIONS. MAP PREPARED USING 0 200 400 a001.0
AUTOMATED MAP CONSTRUCTION. NATIONAL CARTOGRAPHY AND I
- 01B CENTER, FORT WORTH, TEXAS, 1005 REVISEO JUNE figs, 1004823 -

• RANDOLPH COUNTY
S=(1000/CN -10)
Q= (P-0.2S)2/(P+0.8S)
DAILY CN=98
MONTHLY CN=92
GOOD PASTURE CN=70
POOR PASTURE CN=85
P=6.2"
(25-YR; 24-HR STORM)
S
Q
0.204
5.962
.
0.870
5.266
4.286
2.965
1.765
4.491
RAINFALL
CN=98
RUNOFF
CN=92
RUNOFF
CN=85
RUNOFF
CN=70
RUNOFF
JAN
3.69
98
3 456
92
402100
85
� 2 2
70
3`1
FEB
3.88
983:845
923O;ra'
85
5,*2:�4�
70
MARCH
4.08
98
R3t84.
92
W W T 2M,
85
Tft25WW
70
APRIL
3.19
98
2.958
92
2.3
85
1.7
70
0.8
MAY
4.21
98
3.975
92
3.3
85
2.6
70
1.5
JUNE
4.00
98
3.765
92
3.1
85
2.5
70
1.3
JULY
4.58
98
4.344
92
3.7
85
3.0
70
1.7
AUG
4.84
98
4.603
92
3.9
85
3.2
70
1.9
SEPT
3.65
98
3.416
92
2.8
85
2.1
70
1.1
OCT
3.51
98
„ 3:276
92
2 6A
85
A!e72:0 '
70
NOV
3.03
98
2 798'
92
! 2.2; 4.-
85
; n;N"- 6 A
70
03_'=~
DEC
3.52
98
:a'a 3 286n ;
92
2:7:
85
27Z K
70
-rXM. 'p
NOTES:
1. AVERAGE ANNUAL RAINFALL, "RAINFALL-, IS PROVIDED BY NRCS FOR ASHEBORO, NC.
2. RUNOFF FOR DAILY AND MONTHLY REPRESENTS WITH CN # OF 98 AND 92.
3. CN=70 IS USED FOR GOOD PASTURE AND CN=85 IS ASSUMED FOR POOR PASTURE.
-
ANNUAL
RAINFALL
AVG LAKE
EVPRTN
EXCESS
DEFICIT
JAN
3.69
1.52
2.17
FEB
3.88
1.76
2.12
MARCH
4.08
3.04
1.04
APRIL
3.19
3.99
-0.80
MAY
4.21
4.56
-0.35
JUNE
4.00
4.83
-0.83
JULY
4.58
5.21
-0.63
AUG
4.84
4.56
0.28
SEPT
3.65
3.57
0.08
OCT -
3.51
2.6
0.91
NOV
3.03
1.68
1.35
DEC
3.52
1.52
2.00
TOTAL (OCT-MARCH) 9.59
TOTAL (NOV-FEB) 7,64

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TOCT-22-97 WED 9, 03 USDA SflLISBURY..AQ FAX H0, 1704677 P. 02 +
yWorkshee# 1QA111[onthlyPprecipi#a#ion minus evapora#ion �=
Oecdafo =br T ' „
f ° +Jars
ArmuW FWS Ewporatlon (FWS) y . Q i'ncha
l,�laqn�thlr z Monthty pordan V ,
Monttt a MP p�rstfan
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ME W iesj
Mon ft Dr4dppaftn
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February _ 5
1 s
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M.amh 4' `� �?
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- - 0'io -
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-.. R.33 - -
_ - 0, 52,_-- _
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2. 51-- -
0.57
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0 • $ T,
WE- FN x MPAE Tom' 4 �
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5tor�go ortraatmani period, days (0)I .
Months.
Criticai su=essive months
Mcwhty pnxi [Won
mwdlry precsptwcn
Month iris mcondon
Month
less wwragon
MPLE {Inches)
MPLE pnches)
OGT, 0,57
Nam. o.�2. ._
MAR. 1. 2 Z
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•
•
RSWCD
1-May-98
RANDOLPH COUNTY
IOFLIN DAIRY FARM
PRELIMINARY CONSTRUCTION COST ESTIMATE (+)
ITEM
DESCRIPTION
UNITS
QUANTITY
UNIT PRICE
TOTAL
SOURCE
SECTION
1
Grading & ShpRing medium
AC
2.0
$800.00
$1,600.00
C, ll.b
2
Earth6tl excavation an I
C.Y.
3100.0
$2.30
$7130.00
C.110.1
3
Earthfill excavation, and placement of clay liner
C.Y.
1,390.0
$2.60
$3 614.00
C lll.b.2
4
4" PVC Pipe Sch. 40
LF.
600.0
$2.65
$1,590.00
C,V,b.2c
5
4" PVC Elbow Sch. 40
EA
1 6.0
$6.00
$36.00
C V,b.2b
6
Conc. Junction Box with solid cover
EA
2.0
$325.00
$650.00
Estimated
Concrete Curbing:
7
Concrete
CY
22.0
1 $80.00 j
$1,760.00
1 C,IV,a
8
Reinforced Steel 4"
Lb
1,000.0
$0.74
$740.00
C IV d
Gutter.
9
5" Seamless Aluminum
L.F.
280.0
$3.00
1 $840.00
XV n.1 b
Downs uts:
10
3x4
L.F.
100.0
$3.00
$300.00
XV,n.3
11
5"corrugated t eth lene i CPP
L.F.
300.0
$1.80
$540.00
C,V.c.b
12
Gravel for Pipe bedding
TON
20.0
$12.00
$240.00
Vll.a
13
Gectextile
S.Y.
200.0
$1.00
$200.00
IVA
14
Si fence
L.F.
500.0
$2.00
$1 000.00
Estimated
15
Fencing barbed or woven wire)-L.F.
1,000.0
$1.50
$1,500.00
Xl.a1
16
Metal Gate
EA`
2.0
$65.00
$130.00
Xl.b
17
Grassed lined Diversion
450.0
$10.00
$4,500.00
Estimated
18
Stream Reiocatia (Riprap Linin
140.0
$40.00
$5 600.00
Estimated
17
Vegetation
AC
2.0
$400.00
$800.00
C,l.c
TOTAL
" NCACSP (North Carolina Agriculture Cost Share Program) revised July 1997
` RSWCD (Randolph Soil and Water Conservation District)
NOTES:
1. This is preliminary engineering opinion of probable cost The quantities and the cost
have been estimated based on the best available information. The actual cost may vary.
2. The total cost shown is based on 100% of estimated cost The producer will be
reimurced 75% of the total cost
Board -Feet 1"x12"x12" = 144 in3, Assume 1" thick wood, then one B-F = 144inZ
weight of 4"x4" welded wire mesh is 311b1l00 ftz
3 '3L11(U.0U
c:ldwgslloflinlcast loflin

J uit� OjDx 2
70 00 75-0 ,
-7 AP, 0
11 ,� z1
�+lf let
-------------------
Z�
4ort 70rf 7of t 100
�p�.1►?S�fJk�

A�Jrl, s/3'f8
zoo. lb r
r �a 7 h
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� do
p �Q>�1P�Qi�L�h 2 �(c.�s•
l�
z

•
•
RSWCD
1-May-98
RANDOLPH COUNTY
IOFLIN DAIRY FARM
PREUMINARY CONSTRUCTION COST ESTIMATE lr1
REM
DESCRIPTION
UNITS
QUANTITY
UNIT PRICE
TOTAL
SOURCE
SECTION
1
Grading & Shaping medium
AC
0
$800.00
$1 600.00
C Il.b
2
Earthfill excavation onl
C.Y.
3100.0
$2.30
$7130.00
C lll.b.1
3
Earthfill excavation and placement of clay liner
C.Y.
1 390.0
$2.60
$3 614.00
C III.b.2
4
4" PVC Pipe Sch. 40
L.F.
600.0
$2.65
$1 590.00
C V b.2c
5
4" PVC Elbow Sch. 40
EA
6.0
$6.00
$36.00
C V b.2b
6
Conc. Junction Box Qwth solid cover
EA
2.0
1 $325,00
1 $650.00
1 Estimated
Concrete Curtin :
7
Concrete
CY
1 22.0
1 $80.00
1 $1 760.00
C,IV a
8
Reinforced Steel 4"
Lb
000.0
$0.74
$740.00
C rVd
Gutter.
J::1
9
5" Seamless Aluminum
L.F.
280.0
$3.00
$840,00
XV n.1 b
Downspouts:
10
3x4
L.F.
100.0
$3.00
$300.00
XV n.3
11
5" corrugated poly0thylene pipe (CPP)L.F.
300.0
$1.80
$540.00
C V.c.b
12
Gravel for Pipe bedding
TON
20.0
$1200
$240.00
Vll.a
13
Geotextile
S.Y.
200.0
$1.00
$200.00
IVA
14
Siftfence
L.F.
500.0
$2.00
$1000.00
Estimated
15
Fencing barbed or woven wire
L.F.
1,000.0
$1.50
$1500.00
XI.a1
16
Metal Gate
EA
2.0
$65.00
$130.00 .
Xl.b
17
Grassed lined Diversion
450.0
$10.00
$4 500.00
Estimated
18
Stream Relocatio R' rap Lining)
140.0
$40.00
$5 600.00
Estimated
17
V on
AC
2.0
$400.00
3800.W
C f.c
rOTAL
" NCACSP (North Carolina Agriculture Cost Share Program) revised July 1997
" RSWCD (Randolph Soil and Water Conservation District)
NOTES:
1. This is preliminary engineering opinion of probable cost The quantities and the cost
have been estimated based on the best available information. The actual cost may vary.
2. The total cost shown is based on 100% of estimated cost The producer will be
reimurced 75% of the total cost
Board -Feet 1"x12"x12" =144 fn3, Assume 1" thick wood, then one B-F = 144in2
weight of N'x4" welded wire mesh is 31lb1100 ft
c:ktwgsVofiin%cost
loflin
$ 32,770.00

s
r
•
s
A/G
Shakm 4/3+/ f 8
s '
f)"t5j4 "f(,t,sa
'3CO 000s
_ 664 f 4epwoo 100,
Fo4j -/.-> le,ce,(W- 56)J
_ 2� rr �,r►�
f �Ccess f4.�1�Ji
�--
C z4! 70 zo a�ni i 2a Os3
cc,w
3. kwl of ( 6Cf- of
MAIr recrp4 log :20,7 5
Dm4�t, Ata
A 8a = , C740
brd 5o x
0 r3ioo (-�ffvW. /
�P r

•
•
Ma
5', l< f- 3cL
Wup z
'4 2 4
r
z
39,600
'79 3 a) �j 9,
Vol 7 ( 4z 91
Lf��55 127, , pry'/ D 7 /Amj
�= 3?,Om -r
ZSti C J��lk /
V� 3 f OOL) C )7",") ..,
7z5kl ; 3D160-� 39E� f- 7e525 tl%3,3/5a-105300
288,9rea av��
70 1 76 +39t<507,ar7r ze,,e77-r701oa
�f 1za

0 el I
Pld ilA sK7 6*r� -
�e�all�j�y C�varf� au'K� O�'
.Owe
6 / 69
I / J'
3
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4' P�IC- :�,-4 & 4m -:�— 40�cJ,,zkc)
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x a�
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�O Cal

Uaer Names shaban Date.- 05-01-98
Project.- olilord Lollin Time: 08:29:53
FILENAMES ci\dwgm\loYlin\akwrkng.DWG Page: 1
S I T E D E a 1 0 N- VOLUME CALCULATIONS
PRISMOIDAL METHOD
ORIGINAL SURFACE EXISTING SURFACE SURVEYED
FINAL SURFACE POND-1
CUT COMPACTION FACTOR 0.00
FILL COMPACTION FACTOR 0.00 ;
RAW CUT VOLUME 3054.72 CY
RAW FILL VOLUME 11599.76 CY

Worksheet 1 OA-6---Monthly precipitation minus evaporation
Decisionmaker Date:
In-�7
Site:
R N D (3 LP N C 00 tJT`t'
Annual FWS Evaporation (FWS) - 3 7- Q inches
Manthty
Monthly portion of
Month
ppracippdat on
MP
annual evaporation
(]nches)
MPAE (percent)
January
3.7
3
February
3 3
Is
March
8
April
May
4.07
r2-
June
3 .8 9
)
July
4. 9
13
August
4.184
r 2
September
3 •3 5
4
October
3 - r
November
2 • G 7 t
S,
December
3.3 9
3
,75
'ME- FM x MPAE
Storage or treatment period, days (D) a 0
months = G
Critical successive months
Monthly
evaporation
ME (iinches)'
1. II- --
1. 6 ET
2. 9 to
3,7Q
4.
4.a1
4,51 _
— 4�•g4' .-
3.33
),t35
Monthly precipitation
less evaporation
MPLE (Inches)
1, -74
,--
-
—0.37
0.08
_ a.4Q
0: 5z
O,S7
2. ZS
i/
25.7 s��2i°�( 160 J15)
1"3 . L; I r i 120 65N
Monthly precipitation
Monthly precipitation
Month
less evaporation
Month
less evaporation
MPLE (inches)
MPLE (inches)
0c-r.
0-s7
AEC
2.
NOV.
0.52.
TAN.
2•435
D F-C
_z, Z8 - - -
FEE.
t -7 4
TA n1.
2. G 5
FEg,
_ 1.'74
Mai,.
1. 2 Z
2
Total--------
-u-- -------------------------------
---------------------
I:GP- 6 MoIvTHS
P-0R
3 M0147HS
IOA-8 (210-vi-AWMFK rev. 1, duly 1996)

"""'ALMETHOD
ORIGINAL SURFACE
COSTING SURFACE SURVEYED
+
�• ' '''.`
"�
FINAL SURFACE
CUT COMPACTION FACTOR
POND-1
0.00 X
:n-• •" _ -a:'
-
FILL COMPACTION FACTOR
0-00 X
RAW CUT VOLUME
RAW FILL VOLUME
77599.76 4.72 CY
Cy
1
so u 30 jw ew SGR & WATER
fir~

11
DAIRY WASTE STORAGE POND WORKSHEET
(DAIRYWSP 1.1, 1/97 by P. Crawford)
----------------------------------------------------------------------------
NOTES: Cliford Loflin preliminary design for Ag Cost Share
Design Worksheet for: Cliford Loflin
In Randolph County, North Carolina
Date: Wednesday, 4/22/1998
1. Waste Generated:
300 Cows x 1.95 cu.ft/cow/day x 180 Days
x 100 % confinement / 100
0 Heifers x 1.40 cu.ft./heifer/day x 180 Days
x 100 % confinement / 100
2. Wash Water:
(5.0 gals./day/cow) / (7.48 gals./cu.ft.)
x 300 cows x 180 Days
3. Lot Run-off (Nov.- Apr.):
20.8" / 12" x 2040 sq. ft.
4. Undiverted Area Run-off (Nov.- Apr.):
12.7" / 12" x 10000 sq. ft.
5. Excess Rainfall on Waste Storage Pond:
93.6 ft. length x 280.0 ft. width = 0 sq. ft.
0 sq. ft. x 9.6 in. /12 in.
6. 25-year 24-hour Storm on Feedlot:
6.2" / 12" x 2040 sq. ft.
7. 25-year 24-hour Storm on Outside Undiverted Area:
6.2" / 12" x 10000 sq. ft.
8. 25-year 24-hour Storm on Waste Storage Pond:
6.2" / 12" x 0 sq. ft.
- 105300 cu.ft.
0 cu. ft.
= 36096 cu.ft.
-- 3528 cu.ft.
- 10583 cu.ft.
0 cu.ft.
- 1054 cu.ft.
= 5167 cu.ft.
0 cu. ft.
TOTAL STORAGE VOLUME = 156311 cu.ft.
= 1169207 gal.
Storage Volume for the 25 year - 24 hour Storm = 6221 cu.ft.
Storage Volume at "Begin Pump" Elevation = 150090 cu.ft.

! •
2
r
DESIGN FOR: Cliford Loflin
In Randolph County, North Carolina
Date: Wednesday, 4/22/1998
------------------------------------------------------------------------
WASTE AND RAINFALL DESIGN DETAILS
------------------------------------------------------------------------
NOTES: Cliford Loflin preliminary design for Ag Cost Share
WASTE PRODUCTION:
300
Number of Cows
0
Number of Heifers
6
months of Waste Storage in WSP
100
% Time Confined to Lot
1.95
cu.ft./animal/day Cow Waste
1.40
cu.ft./animal/day Heifer Waste
5.0
gal/day/cow Wash Water
180
days of Waste Storage in WSP
105300
cu.ft. Volume of Cow Waste for Stor. Period
0
cu.ft. Volume of Heifer Waste for Stor. Period
36096
cu.ft. Wash Water to Store for Stor. Period
156311
cu.ft. Total Volume including Rain Water
1169207
gal. Total Volume including Rain Water
RAINFALL AND RUNOFF:
DRAINAGE AREAS:
2040 sq. ft. Lot Drainage Area
10000 sq. ft. of Other Undiverted Drainage Area
0 sq. ft. Surface Area Of WSP
STORAGE -PERIOD RAIN WATER:
20.8 in. Normal Lot Runoff (36"/year or 18"/6-mo. for imperv. lots)
12.7 In. Normal Runoff from Undiverted Area
9.6 in. Excess Rainfall on Pond (Rainfall Less Evaporation)
3528 cu.ft. Water from Normal Lot Runoff
5167 cu.ft. Water from Other Undiverted Drainage Area
0 cu.ft. Excess Rain Water on Pond
25-YEAR 24-HOUR STORM WATER:
6.2 in. Lot Runoff from 25-year 24-hour Storm
6.2 in. Undiverted Runoff from 25-year 24-hour Storm
6.2 in. Rainfall on Pond from 25-year 24-hour Storm
1054 cu.ft. Lot Water from 25-year 24-hour Storm
5167 cu.ft. Undiverted Water from 25-year 24-hour Storm
0 cu.ft. Water on Pond from 25-year 24-hour Storm
6221 cu.ft. All Water from 25-year 24-hour Storm

3
DESIGN FOR: Cliford Loflin
In Randolph County, North Carolina
Date: Wednesday, 4/22/1998
------------------------------------------------------------------------
WASTE STORAGE POND DESIGN
------------------------------------------------------------------------
NOTES: Cliford Loflin preliminary design for Ag Cost Share
WASTE STORAGE POND DESIGN:
156311
cu.ft. Total Storage Vol to ESW Crest
9.8
ft. Pond Depth from Bottom to ESW Crest
1.2
ft. Depth from ESW Crest to Top of Dam
1.0
ft. Required Freeboard
2.5
ft./ft. Inside Side Slope
94
ft. Top -of --Dam Length
280
ft. Top -of -Dam Width
39
ft. Length of Bottom
225
ft. Width of Bottom
24009.6
sq.ft. Top Area for Prismoidal Formula
15750.0
sq.ft. Mid Area for Prismoidal Formula
8690.9
sq.ft. Bottom Area for Prismoidal Formula
0.55
ac. Pond Surface Acreage
EMERGENCY SPWY DESIGN:
5.0 cfs Peak Discharge through Emergency Spillway
4.0 f/s Max. Velocity in Emergency Spillway
12 ft. ESW Bottom Width (Assume 3:1 Side Slopes)
o.2 ft. Design flow Depth in ESW (Based on A = Q/V)
"START PUMP" DEPTH:
9.5
ft. Deep at "Begin Pump" Elev.
150090
cu.ft. Volume at "Begin Pump" Elev.
1122676
Gal. Volume at "Begin Pump" Elev.
86
ft. Long at "Begin Pump" Elev.
273
ft. Wide at "Begin Pump" Elev.
39
ft. Long at Bottom
225
ft. Wide at Bottom
23541.2
sq.ft. Top Area for Prismoidal Formula
15547.3
sq.ft. Mid Area for Prismoidal Formula
8690.9
sq.ft. Bottom Area for Prismoidal Formula
2.5
ft./ft. Inside Side Slope
CLAY LINER DESIGN (if Required): (See Tech. Note 716, Rev 1)
0.024 ft./day Specific Liner Discharge (v)
0.003 ft./day Hydraulic Conductivity of Liner (k)
1.6 ft. Lining Thickness
Note: Volumes computed using the Prismoidal Formula:
Volume = depth/6[(area of top)+(4 x area of midsection)+(area of bottom)]

DESIGN FOR: Cliford.Loflin
In Randolph County, North Carolina
Date: Wednesday, 4/22/1998
----------------------------------------------------------------------------
WASTE STORAGE POND DIMENSIONS
(DAIRYWSP 1.1, 1/97 by P.Crawford)°
NOTES: Cliford Loflin preliminary design for Ag Cost Share
Top El. 80.00
ESW Crest El. 78.80
\ / \ St.Pump El. 78.54
\ pool / embankment \
\ / \ Bottom El. 69.00
/ Liner Cut El. 67.40
i
CROSS SECTION OF STRUCTURE
:I
N
`�la� "��
3,5
39
STRUCTURE DIMENSIONS
.a
Note: Volumes computed using the Prismoidal Formula:
Volume = depth/6[(area of top)+(area of bottom)+(4 x area of midsection)]

1 •
OCT-22-97 WED 9:03 USDOS SALISBURY AO FAX NO. 1704407 P.02
1
Worksheet 7QA-1�--Monthly precipitation minus evaporation
decistanmak�r:
dare:
site:
Annul FM Evaporation (F . 3 7, 0 inchca
Month p 1Nonthty
1Nonthty portion Of
am
{pertsnt} n
Mpanih
ME sl
MonWyevparwpoftn
lessum
MP (Itsches}
t
Il�hal
January .7 fo
8
1.
2. (0 5
February
1.8 5
, -74
March _, 4• Q
2.9 (0
1. 2z
April 3. 3 3
10
3. 7
_-- O._ 3-7
— May + 07
2
4.44
— 0 , 3:1-
—June _ 3 .
13
_ — . A. 6 i
`- O'J ?,
Jr�ll 4, a 9
13,.......
- 4.81
0.08
-August — 4. 8 4 -1�
-.
4.44
0. 40 '
september-5 _
q _.
3 3
0.52.
dctobsr 5,1(0 T � 7 „ _
Novembff 2. 6 7 5
2: 5
$ 5
0 • S7
0. Z
dx�mber 3.39 - --
,3
1. i [
2 , 2
Sior;ga of Uvaiment period, days (d)
mornhs
CritiCal Successive months
Monlhty precipi=on
Manthly precipftdon
Month less vvagondan
Mom
less avaparalian
MPLE (Inches)
MPLE (Inches)
OGT. 0.57
Nov. 0• 2
'D F-C .
FEIa. 1.74-
MAR. 1. 2 ?
Tate! ........ : _a -------- ----------------------------
--------------...-.
k ( Ma ,4,
10M8 (216-rAWMM rev. 1. Ny 1996)

RANDOLPH COUNTY
P=6.2"
(25-YR, 24-HR STORM)
8
Q
S=(1000/CN -10)
DAILY CN=98
0.204
5.962
MONTHLY CN=92
0.870
5.266
Q= (P-0.2S)2/(P+0.8S)
GOOD PASTURE CN=70
4.286
2.965
POOR PASTURE CN=85
1.765
4.491
CIA,
k
RAINFALL,
CW-98tl
RUNOFF
CN=92
RUNOFF
CN=85
RUNOFF
CN=76
RUNOFF
JAN
3.69)
98
a^ 3.j w
92
01-e�,Z
85
2.7
70
FEB
3.88
98
92
85
70
F,
MARCH
4.081
98
��3_14q4=,,
9 2
85
70
XPRIL
3.19
. 98
2.958�
92
2.3
85
1.7�_F
70
0.8
MAY
4.21
98
3.975
92
3.3
85
2.6
70
1.5
JUNE
4.00
98
3,765
92
3.1
85
2.5
70
1-3
JULY
4.58
98
4.344
92
3.7
85
3.0
70
1.7
AUG
4.84
98
4.603
92
3.9
85
3.2
70
1.9
SEPT
3.65
98
3.416
92
2.8
85
2.1
70
1.1-7
OCTI
3.51
98
_4i: 3-.276-P
92
­,'--:2_6
85
2.0'_
70
1,0
NOV
3.03
t,3,52
98
92
2.2
85
1.6'..4
70
0.7
98
92
2.7A
85
70
1.
cSMbcaQ 46,
NOTES: 51. AVERAGE ANNUAL RAINFALL, "RAINFALL-, IS PROVIDED BY NRCS FOR ASHEBORO, NC.
2. RUNOFF FOR DAILY AND MONTHLY REPRESENTS WITH CN # OF 98 AND 92,
3. CN=70 IS USED FOR GOOD PASTURE AND CN=85 IS ASSUMED FOR POOR PASTURE.
ANNUAL
RAINFALL
AVG LAKE
EVPRTN
EXCESS i
DEFICIT
JAN
3.69
1.52
2.17
FEB
3.88
1.76
2.12
MARCH
4.08
3.04
1.04
APRIL
3,19
3.99
-0.80
MAY
4.21
4.56
-0.35
JUNE
4.00
4.83
-0.83
JULY
4.58
5.21
-0.63
AUG
4.84
4.56
0.28-
SEPT
3.65
3.57
0.08
OCT
3.51
2.6
0.91
NOV
3.03
1.68
1,35
,DEC
3.52
1.52
2.00
TOTAL (OCT-MARCH) 9.59
TOTAL (NOV-FEB) 7,64

0
c4real1
PRISMOIDAL METHOD
ORIGINAL SURFACE
EXISTING SURFACE SURVEYED
FINAL SURFACE
CUT COMPACTION FACTOR
0.00 pOND—%1
FILL COMPACTION FACTOR
0.00 CY
3054.72
RAW CUT VOLUME
RAW FILL VOLUME
11599.76 CY
•
E:�-
Tar Ben&omr-k
E1ev, 100A
Well
0 so 100 150
Snit & WATER

!1
t Z t
r�s iy
=1
�' j
t�Vk
f f Le r I� rj �. � /41,
I } �_• Q
E f ` ;
_ ` F
PRI L METHOD
ORIGI RFACE EXISTING SURFACE SURVEYED
FINAL SURF POND-1
CUT COMP AC OR 0.00 %
FILL COMP ON FAC 0.00 %
RAW VOLUME .72 CY
FILL VOLUME i 159 CY
DESIGNED SAX
0
_D O� Ytq�, e,
61
� � r
F
rs
•/ �"�• E7lev, -guy
Derh cark
,
Veil -
fR1d'0
DRAWN � SOIL do WATEf2 RANDOLPH SOIL and WATER „
CHECKI �...r.r�� Conservation District 1
APPROVED._ . Sk.K _
DATE keMM001/00
LORIN DAIRY FARM DRAWING
t;ANDOLPH COUNTY, NORTH CAROLINA NO
EXISTING CONDITION 1

0
mW 2 O 1993
"~ ` Northeast 9'TC
Dl,
United States Soil 160 E.. 7th Street " VDepartment of Conservation
Agriculture Service Chester, PA.'19013-6092 CCc'cJ�
215-499-3939
subject: ENG - Animal Waste Storage dace: -May"17, 1993
Structures, Sollenberger Silo Corp.,
Standard Detail Drawings SSC-92--MT
and SSC-92-MT-UB Revisions
r
t i
William J. Bowers Fite code: 210-23
State Conservation Engineer
soil Conservation Service
Harrisburg, PA 17110
As requested, we have completed our review of the subject
material addressed in your transmittal of -April 20, 1993.
We agree t e designs now meet the requirements of SCS
Practice tandard 31 I concur in their use in the
Northeastern The summary sheet, that- T sent to you on
February 17, 1993, will be included in the next update of the
NNTC's index of standard detail: drawings prepared by non--SCS
engineers.
LO D E. THOMAS
Head, Engineering Staff
cc:
Timothy Murphy, ASCE, SCS, Harrisburg, PA
^ The sod conservation serwce �
�{ �� is an agency of the

DRAWING LIST
DRAWING SERIES SSC — 92 — MT
MANURE TANK DESIGNS AND DETAILS FOR EVENT BACKFILL
6' WALL UP TO 140'�
8' WALL UP TO 140'0
12' WALL UP TO 140't
16' WALL UP TO 90'�
Sheet
1. SPECIFICATIONS m
2. TYPICAL WALL —FOOTING DETAILS FOR ABOVE AND BELOW
WATER TABLE
3. FLOOR SUMP AND PIPE DETAILS
4. WALL OPENING DETAILS
5. 6' WALL REINFORCING SCHEDULE
6. 8' WALL REINFORCING SCHEDULE
7. 12' WALL REINFORCING SCHEDULE
8. 16' WALL REINFORCING SCHEDULE
9. KICKER WALL SCHEMATICS
REV. MAR 10/93 TEXT
10. EQUIPMENT ACCESS BRIDGE SLAB a
STEPHEN S. CLARKE SOLLENSERGER SILOS
11. WALL REINFORCING FOR EQUIPMENT & ASSOCIATES LTD. CORPORATION
ACCESS BESIDE WALL PROFESSIONAL. ENGINEERS CHAH89RSEURG PA.
R.R. N22.I ORN. BYATEBAOEN . ONTARIO. yt�_NOB IGO OWG. Hoe. R£Y.
51s-sac•us� SSC,-92—MT 1

TABLE OF CONTENTS
DIVISION 1: PRODUCT DESCRIPTION
DIVISION 2: SPECIFICATIONS & COMMENTARY
DIVISION 3: DRAWINGS
DIVISION 9: ENGINEERING CALCULATIONS
NUMBERING SYSTEM EXAMPLE: SSC-92-MT-UB-2
SSG - Sollenberger Silos Corp./Star Silos Corp.
92 - Year of submittal
MT - Manure Tank
UB - Uneven backfill
2 - Drawing Sheet Number

DIVISION 1: PRODUCT DESCRIPTION
The following described material consists of a set of
general notes, commentary, engineering calculations and
sketches/drawings for a series of "manure tanks." The sizes of
the tanks are to be up to one hundred forty (140) feet in
diameter. The design depth for submittal is to be sic (6) feet,
eight (8) feet, and twelve (12)`feet deep up to 140' deep and
sixteen (16).feet deep up to 90'diameter. The tanks will be
constructed of steel reinforced, cast -in -place concrete, and are
intended to be used as a component part of a system for the
temporary storage and management of animal or other organic
agricultural or commercial wastes. The tanks are designed
according to ACI 318-89 and SCS Engineering Standard 313 for
medium service life (minimum of 20 years).
This set of standard detailed drawings is intended for
engineers and technicians with an understanding of reinforced
concrete design, applicable codes, soil properties and
construction practices. Although it includes design criteria,
adequate reinforcing for selected applications, and footing and
floor details, %local conditions may dictate specific changes to
be made in the designs shown. These changes must be reviewed and
approved by an engineer.

All federal, state and local laws, rules and regulations
.governing the handling, storage and disposal of stored materials
should be strictly adhered to.

•
SPECIFICATIONS
POURED CONCRETE - CIRCULAR
MANURE STORAGE STRUCTURES AS
DESIGNED FOR AND CONSTRUCTED BY
SOLLENBERGER SILOS CORP.
PO BOX N
CHAMBERSBURG, PA 17201
1. Designed according -to (ACI)
318-89 ultimate strength method,
the Portland Cement
Association's "Circular Concrete
Tanks without Prestressing" and
SCS's "Engineering Standard
313.''
2. All concrete shall be
designed to produce a minimum
compressive strength of 4000 P3.1
@ 28 days. Durability
provisions of American Concrete
Institute 301, Section 304,
shall apply. Maximum
water/cement ratio - 0.45.
Minimum cement. content 564 lbs.
per cubic yard. Air entrainment.
6% +/-1%. Maximum slump _5
inches. All concrete must be
vibrat.e:d.
3. All concrete materials,
mixing, conveying, placing,
reinforcement, forming, and form
removal, shall conform to the
requirements of ACI 318, latest,
edition.
COMMENTARY
1. Load factor of 1.8 used for
liquid loads and live loads
consistent with SCS's standard
for medium service life (20 year
minimum).
2. ACI 318-89 - 4.1.2 requires
a maximum w/c ratio of D.45 for
"concrete exposed to freezing
and thawing in a moist
condition", eg manure tank wall.
This w/c ratio would generally
be consistent with an fc' of
4500 psi.

•
4. All reinforcing steel shall
be deformed bar with a minimum
yield strength of 60,000. psi.
Minimum hoop reinforcement
spline length; up to #7 bar, - 40
bar diameters; #8 bar and larger
- 50 bar diameters. Hoop
splices to be staggered. Other
splices up to #i bar, -- 30 bar
diameters; #8 bar and larger -
4 0 bar diameters.
5. Minimum soi 1 bearing
capacity shall be 1500 psi. The
subgrade shall be uniform, firm
and free from organic material.
If the tank is to be placed on a
site with expansive soils,
.minimum soil bearing capacity of
under 30OLI psi or other subgrade
problems, subgrade preparation
must be supervised by an
experienced soils engineer.
4. Development length 1(d)
under provisions of ACI 318-89.
12.2.3.1 (d) - basic factor- of
1.0 since all bars have miniiinum
clear spacing of not less than
3d(b) (eg. 4" o/c for #8 barr;)
and minimum clear cover of 2d(b)
(eg. 2" clear cover for- #e'
bars.)
,12.2.4.1 - top reinforcement. -
multiply by 1.3 factor for,
horizontal bars.
5. Previous minimum specified
soi 1 bearing capacity of (')0r_i
psf was used to indicate
possible subgrade pror?lem
Actual bearing loads on the -soil
are lower than 15oC) psf.
The topography of a site and
intended tank lase oft.eii
determine. the most desirable
location and base elevation for -
the structure. Other factors to
consider are soil types, water
table and the depth to bedrock.
All factors must be taken into
consideration and a site
specific design is recommended.

All excavation practices and
operations should follow the
general guidelines in the latest,
edition of the USDA Soil
Conservation Service Standard
313 and the Pennsylvania
Technical Guide Section IV
The excavated site must provide
adequate depth, width and
accessibility into and around
the site for material delivery,
material handling, construction
equipment and concrete pumping
operations.
Ground banks of the tank,
excavation site must be sloped
or cut following 7 n e
"Approximate Angle of Repoge''
appropriate for the soil type ----
encountered.
Water, debris, cave—in material
and foreign objects must 01?
continuously removed from Lhe
excavated site.
Overhead obstructions, power anu
communication lines must be
taken into consideration for
safety and equipment operations.
All base preparation practices
should follow the general
guidelines set in the latest
edition of the USDA Soil
Conservation Service Standard
313 and the Pennsylvania
Technical Guide Section IV.
For design purposes a minimum
soil bearing capacity of 1500
PSF is assumed. The subgrade
shall be uniform, firm, and free
from organic material. A layer
of crushed stone of adequate
depth and gradation may be used
as a final leveling layer for
the sub base.

6. Floor and footing must be
poured monolithically, ( Floor
and footings must not be placed
below ground water table without
special provisions to prevent
uplift on floor slab and tank
NOTE: If the tank is to be
placed on a site with expansive
soils or other subgrade
problems, a soils engineer
Should be consulted to check the
site and make recommendations.
6. A reinforced concrete slab is
used for the tank foundations.
The foundation is to be cast in
a continuous "monolithic" pour
L.Jsing 4,000 psi concrete. Refer
to 33C-92-MT-2 for details on
size, thickness and
reinforcement. Method of place-
ment for the concrete for the
floor/foundation shall be deter-
mined on a case -by -case basis.
A sump/depressed area may be
placed in the floor slab. These
areas may be free
formed/troweled into the floor
by lowering the subgrade to
allow for the sump/depressed
area while maintaining the
design thickness of the floor
slab plus 3".

i
Construction joints are normally
not allowed in the floor/footing
slab. In cases where the pour
must be stopped before
completion special measures must.
be taken to ensure structural
integrity and water tightness
across the construction joint.
'The floor slab should not be :.saw
cut but allowed to crack
randomly, Flooded curing is
recommended.
If the tank bottom must be
placed below the ground water -
table, eg. for t,:in,<
installations in high watr
table or flood plain situations,
steps must be taken to prevent,
uplift of the slab and/or tank.
A site specific design must be
prepared for such cases. The sub-
mitted designs are suitable only
for installations above the
seasonable high water table.
All drainage practices should
follow the general guidelines
set in the latest edition of the
USDA Soil Conservation Service -
Standard 313 and the
Pennsylvania Technical r,uide
Section IV.

7. Wall design conditions:
Interior liquid pressure -
Hydrostatic pressure, S.G. 1
BACKFILL - backfill as evenly as
possible with uniform material
around wall. Surface grade must
slope away from wall.
A
perimeter drain set in washed
stone must be placed around the
base of the wall. Backfill can
be up to full height of wall.
Minimum depth of Backfill is 4
feet of cover from bottom of
footing, or maximum depth of
frost penetration for site,
whichever is greater. Do not
operate heavy equipment within
10 feet of the wall, except in
areas specifically constructed
for equipment access acdording
to the drawings.
•
Eor details on installation
specifications covering pipe
sizes, type grades, outlets etc.
see site specific designs or -
prints.
If a free outlet can not be
installed due to site
conditions, a standpipe from the
perimeter drain to the ground
surface may be installed. An
automatic sump pump must be
installed and hardwired to remove
any water that flows to and accu-
mulates in the standpipe.
7. Tanks may be placed totally
or partially in the ground.
Backfill' level must be
relatively uniform within +/-
feet.
Tanks may be placed totally
above original grade but the
footing must be protected from
frost.
Backfill material must be the
same all around the tank.
Surface water must be prevented
from perching against the side
of the, wall in a local area or
all around the outside of the
tank. Local water pockets can
create bending in the wall
leading to failure or can cause
hydrostatic uplift on the floor.

•
• ' r
The drawings include bridge
slab details for equipment.
access. The drawings , also
include details for additional
vertical steel for the wall irr
areas to be used for equipment
access without. a bridge slab.
Equipment access areas may be
provided by either a bridge slab
or by providing the additional
vertical steel, If in the wall
t}1e latter option is used, the
section of wall with the
additional reinforcement shall
be clearly marked with paint..
8. Where specialized in —floor
pumping apparatus or equipment
is to be used, a site specific
design must be prepared.
9. Wall heights may be raised
up to 4 feet in a portion of the
tank (up to 12' high tanks
only). The horizontal and
vertical steel in the •raised
portion shall be the same as in
the non --raised top section of
the actual storage tank.
Changes to the reinforcing are
as follows:
i) The vertical steel in the
raised section must be
lengthened the same amount as
the wall is raised. In no case
shall the vertical steel area be
less than 0.20 square
inches/foot in the extended
section.
Heavy equipment operated close
to the wall will cause local
horizontal loads on the wall,
The magnitude of the load
depends upon the distance to the
wall, the weight of .the
equipment, and the type of soil.
These loads have caused tank
failures.
81 The detail must suit the
type of equipment. being used.
Follow manufacturers
installations recommendations
and specifications.
9. A raised wail/kicker wall,
which is defined as a backfilled
wall height extension on a
portion of the perimeter of the
tank, may be used. The
intention is to use a kicker
wall only where site conditions
require a limited portion of the
tank wall to be extended above
the surface of the total design
volume (including freeboard).
a.The height of the kicker
portion of the structure is not
to exceed the height of the
unraised portion by more than
four feet.

k- , .
i r 0
ii) From the top of raised
wall down to the original
height, the horizontal steel in
the raised section must be the
same spacing as in the non —
raised top section. The
horizontal steel spacing below
the raised section shall then
remain unchanged down to a
distance below the original
height equivalent to the
increase in well 4eight at that
point.
No change is required in the
horizontal reinforcing in the
non —raised section of the tank
well.
Where wall heights are extended
4 feet they muss be stepped down
to 2 feet f o r a minimum of
one/half quadrant 12 1/2% of the
circumference) an eacn side of
the 4 foot extension. Where
wall heights are raised more
than 2 feet but less than 4
feet, they must be stepped down
one half the height increase,
for a minimum of one—half
quadrant on each side of the
extension.
Backfill, surcharge and access
pad requirements are the same as
listed in the design. If it is
required to provide equipment
access to the side of the wall
without a bridge slab a site
specific design must be
prepared. All other design
assumptions and conditions
apply.
0
As an example, consider a tank
where the total design volume
corresponds to a 12—foot wall
height. For such a structure, a
raised wall on one side of tK-,.
structure with a total height of
not more than 16 feet cnuld be
used. The wall height on the
opposite side of the structure
must not. exceed the design
height of 10 feet. The des lgn
wall height of 12 Feet must b e
used for at least two q"adranz.,z-,
(50 percent of tnt�
circumference).
b.Where a kickHr wall ig "W'I
and the maximum extenoed porwor',
of the wall exceeds a neighs of
two feet, the maximum wail
height shall nnn oe used for
more than one quadrant (25
percent of the circumference).
In this case, the wall extension
must be stepped down to one—half
of the maximum height extension
for a minimum OF one—half
quadrant (12.5. percent of the
circumference) on each side of
the maximum wall extension.
c4here the maximum extended
wall height is no More than two
feet, the extended wall may be
used for up to two quadrants (50
percent of the circumference).
O.The maximum backfill
differential for the tank walls
is not to exceecl Four feet.

•
10. All construction joints
must be watertight. Six inch
PVC water stop material shall be
used in all cold joints.
11, All reinforcing steel to
have minimum clear concrete
cover as specified by ACI 318-89
O e 1 1/2" — #5 bar & smaller,
2" — larger than #5 bar, 3" —
whe_n placed against, ground),
Sep also note 12.
12. Horizontal wall steel to be
placed on the inside of vertical
steel and tied to the vertical
steel. Horizontal steel to be
placed on wall center —line.
13. In sulphate containing
soils a sulphate --resistant
concrete must be used. In such
cases cement content shall be
increased to 660 lb. per cubic
yard. Refer to ACI 318-89 4.2
for other specific requirements.
e.Horizontal and vertical
reinforcing steel in the raised
portion of the wall is to be the
same as the top section of the
actual storage portion of the
wall.
f,All other previously concurred
design assumptions and
conditions apply.
11. Minimum concrete cover
applies to the r'loor and footing
but wall reinforcing is placed
at the center of the wall.
12. The horizontal reinforcing
is to resist tension caused by
water pressure and is placed on
the wall center line. The
vertical reinforcement is to
resist movements caused by the
liquid when the tank is full
and soil pressure when the tank
is empty and is placed on the
outside of the horizontal steel
but tied to it.

14. Any tank design may be
built to a 2 foot. lower height
by deleting the top section of
the wall and adding an extra
horizontal #5 rebar continuously
around the top of the wall.
15. Any tank designed with an 8
inch thick wall can be' built
with a 9 inch thick wall.
16. All animal waste storage
structures, reception pits, and
equipment, must be equipped with
fences, guards, and warning
signs to applicable standards.
14. For example,
a ten (10)
foot high tank can be built. from
a twelve (12) foot
high design
by using the
reinforcing
schedule from the
bottom ten
.(;0) feet of the wall
and adding
the extra horizontal
#5 rebar at.
the top of wall.
A fourteen
(14) foot tank can
be built
similarly from a sixteen
(16)
foot. design.
16. Open top tanks built
inground or above ground with
access are a potential hazard to
people and animals. Extreme
caution, when working in and
around the tanks should be
followed. All Federal, State
and Local laws, rules and
regulations governing the
operations and safety of the
system , should be strictly
followed.

17. All specifications and
drawings are proprietary and may
not be reproduced or duplicated
without written permissions from
Sollenberger'Silos Corp. PO Box
N, Chambersburg, PA 17201 and
Stephen B. Clarke & Asso,ciates
LTD.
It is recommended that the t
be surrounded with a chain 1,
or woven wire type fenr_e
substantial safety railing an
that all of the safety devices
and equipment. be maintained in a
good state of repair, USDA Soil
Conservation Service
"Constructions Specification" 3
382 for chain 1 ink fence_, or
3 g2 for woven wire fence
meets or exceeds standard fence
requirements. It is - also
recommended that a sufficient
number of safety sign; as
designed, manufactured, and
distributed through the
Pennsylvania Agricultural Safety
Council ("PASC") be erected in
strategic locations around the
hazardous areas.
NOTE:Posts for fences or
railings may be imbedded in the
fresh concrete, bolted to the
top of the tank wall by an
approved method, or placed on
the outside of the tank wall.

SPEC F CATI
PW D QaOEE - C AR M STORAGE STRUCTURES AS DESIGNED
FOR &Q CONSTRUCTED j3Y
SI LEN9ERGER SILgS CORP._
X N
CHAMBERS"G. PA t7pl
I. Designed according to (ACE) 310-89 ultimate strength method,
the Portland Cement Association's 'Circular Concrete Tanks
without Prestressing' and SCS's 'Engineering Standard 313.'
2. All concrete shall be designed to Produce a minimum
compressive strength of 4000 PSI it 28 days. Durability
provisions of American Concrete Institute 301, Section &q shall
apply" Maximum water/cement ratio = 0.45. Minimum cement
content 564 lbs- per cubic yard. Air entrainment 6% +/-IX.
Maximum slump 5 inches. All con r to m st be vibrated.
3. Al! concrete materials, mixing, conveying, placing,
reinforcement, farming, and form removal, shall conform to the
requirements of ACI 318, latest edition.
4. All reinforcing steel shall be deformed bar with a minimum
yield strength of 50.000 psi. Minimum hoop reinforcement splice
length; up to 07 bar - 40 bar diameters; m8 bar and larger - 50
bar diameters. Hoop splices to be staggered. Other splices up
to 97 bar - 30 bar diameters; u8 bar and larger - 40 bar.
diameters.
5. minimum soil bearing capacity shall be 1500 psi. The
subgrade shall be uniform, firm and free from organic material.
if the tank is to be placed an a site with expansive soils,
minimum soil bearing capacity of under 3000 psi or other subgrade
problems, subgrade preparation must be supervised by an
experienced soils engineer.
6. Floor and footing must be poured manolithically_ Floor and
footings must not be placed below ground eater table without
special provisions to prevent uplift an floor slab and tank.
7. Wall design conditions: Interior liquid pressure -
Hydrostatic pressure, S.G. = 1 &ACKFI-LL - backfill as evenly as
possible with uniform material around wall. Surface grade must,
slope away from «)all._., & A perimeter
drain set in washed stone must be placed around the base of the
fWrI Backfill can be up to full height of wall. minimum depth
Of backfill is 4 feet of cover from bottom of footing, or maximum
depth of frost penetration for site, whichever is greater. Do
not operate heavy equipment within !0 feet of the wall, except, in
areas specifically constructed for equipment access according 'to
the drawings. The drawings include bridge slab details for
equipment access. The drawings also include details for
additional vertical steel for the wali in areas to be used for
equipment access without a bridge slab. Equipment access areas
may be provided by either a bridge slab or by _providiAg-the
additional vertical steel. If in the wall the latter option is
used, the section of wall with the additional reinforcement shall:
be clearly marked with paint.
B. Where sPecialized In -floor pumping apparatus or equipment is
to be used, a site specific design must be prepared.
r
10/93 TEXT
,�.
9, ual! heights may be raised up to < fee[ in a portion of the
tank (up to 12' high tanks only). The horizontal and vertical
steel in the raised part ion shall. be the same as in the non -
raised top section of the actual storage tank. changes to the
reinforcing are as follows:
i) The vertical steel in the raised section must be lengthened
the same amount as the wall is raised. In no case shall the
vertical steel area be less than 0.20 square inches/Feet in the
extended section.
ii). From the tap of raised wall down to the original height, the
horizontal steel in the raised section must be the same spacing
as in the non -raised top section. The horizontal steel spacing
below the raised section shall then remain unchanged down to a
distance below the original height equivalent to the increase in
wall height at that paint. No change is required in the
horizontal reinforcing in the. non -raised section -of the tank
wall. where wall heights are' extended 4 feet they must be
stepped down to 2 feet for a minimum of ape/half quadrant 12 1/2s
of the circumference) on each side of the 4 foot extension.
Where wall heights are raised more than 2 feet but less than 4
feet. they must be stepped down one half the height increasg. for
a minimum of one-half quadrant on each side of the extension_
Backfiii, surcharge and access pad requirements are the same as
listed in the design. If it is required to provide equipment
access to the side of the wall without a bridge slab a site
specific design must be prepared. All ocher design assumptions
and conditions apply.
10_ 'All construction joints must be watertight. Six inch PVC
water stop material shall be used in all cold joints.
11. All reinforcing steel to have minimum clear concrete cover
as specified by AC] 3t8-89 O e 1 1/2- - u5 bar 3 smaller, 2- -
larger than a5 bar, 3- - when placed against ground). See also
note 12, '
12. Horizontal wall steel to be placed on the inside of vertical
steel and tied to the vertical steel. Horizontal steel to be
placed on wall center -line.
13. In sulphate containing soils a sulphate -resistant concrete
must be used. In such cases cemenc content shall be increased to
660 lb. per cubic yard. Refer to ACI 318-B9 4.2 for other
specific requirements,
14. Any tank design may be built to a 2 foot lower height by
deleting the top section of the wall and adding an extra
hori'zantal p5 rebar continuously around the top of the wall.
is. Any tank designed with an 8 inch thick wall can be built
with a 9 inch thick wall.
16. All animal waste storage structures, reception pits, and
equipment, must be equipped with Fences, guards, and warning
signs to applicable standards.
l7. All specifications and drawings are proprietary and may no
be reproduced or duplicated without written permissions from
Sollenberger Silos Corp. PO Box N. Chambersburg, PA 17201 and
Stephen B. Clarke 5 Associates LTD.
Qy1pF E SSIpN
O �(
4V PC
1 S
a S. B. CLARKE a
4 VCG-. 7 p �+
pch�NCC OF() tp
•
•
STEPHEN 8. CLARKE
SOLLENBERGER SILOS
& ASSOCIATES LTD.
CORPORATION
PROFESSIONAL ENGINEERS
CHAMBERSBURG PA.
R. R. ti°. 2
BADIEN . ONTARIO.
ORH. BY*
SHC
DATE
3DEC92
MOB IGO
519-634-"53
DWG. Nv,
SSC-92-141T-1
REV.
7

�'�'• NOTE
I
9" optional
slope
I � !
Dowells
r4 @ 16" c/c fyp.
15" in wall
15" in floor
Perimeter drain shall be
placed at or below the
base of the footing.
m O�
Horizontal steel
on wall-
.
vertical steel tied to
.outside of horizontal
steel
6" PVC waterstop
44 bars @ 16" o/c x 4'-G" long
A3 bars @ 18" o/c E.W.
or wwm 6" x 6" 4/4
! VCX
'yCxsC�x I \
1'-9"� - z C
rn; n. Minimum two (2 )
inch thick stone
base.
3-P5 bars continuous @ perimeter
TYPICAL WALL - FOOTING DETAIL
MAR 10/93 _GENERAL REVISION
���o QpOiL55�O,y�
y
S. B. CLARKE
c 4 Dec.9z, o
4uE•f~CG OF o�i�P
STEPHEN B. CLARKE
& ASSOCIATES LTD.
PAOFE:SSIONAL ENG(NEERS
R. R. I'd, 2
BAOEN. CNrlRIO.
Hoe IGO
SI9•SJ�-S+5J
SOLLENBERGER
SILOS
CORPORATION
CxAmeE.RSOURG PA -
�-
ORS.
O.fTc
SBC
20EC92
OWG. Na.
AEV.
SSC-92-MT-2
1

ONE WAY VALVE
4'-0 minimum —
I
loor reinforcing around pipe
2-22h' elbows typ. 4-#5 Fars x 5'-0 long
maximum pipe size-15" `
FLOOR PIPE DETAIL
6" min, cone- SECTION
floor reinforcing around pipe
4-#5 bars x 5`-0 long
FLOOR PIPE DETAIL
PLAN VIEW Lt
10/93 dimension change
40rES. B. CLARKE
ra,yR� Fc
z
�a {oc, f L e
PJJ/
Lr~C&
6"� run standard floor
m �i � reinforcing belo� ump
// n 11 — —
8" minimum
m 0
SUMP DETAIL s
NOTE: Thicken footing at
sump as required (min. 1'4")
STEPHEN B. CLARKE SOLLENBERGER SILOS
& ASSOCIATES LTD. CORPORATION
PROFESSIONAL ENGINEERS C}IAMBEASSURG PA.
R.A. Ma.2 ORM. BY: DATE
BAOEN. CNTARIO. SBC 2DEC92
ROB IGO
DWG. Na. REV.
51s-634-u53 SSC-92-MT-3 i 1

Cast hole up to 12
WALL OPENING DETAILS
!r:eejqu:Iar
e hole between
reinforcing
not cut-off rebar
horizontals-5'-0 long
4-#5 trimmers @
45 E.F.-3'-0 long
2-R5 verticals-4'-0 long I
CORE DRILLED HOLE
up to 6" I) within 2' -0
of�footing
�j 2'-0 MAX
4- #5 x 8'-0 long T&B
or 2- g7 x V -0 long T&B m
MAR 10/93 Rebar alternative
2-#5 x 6'-0 long E.S.
2-#5 x 6'-0 Ion
@ ea. top corne
2-1#15 x 7•'-0 long E.S.
4-#6 x 9'-0 long T&B
or 2-#9 x 13'--0 long T&B m
HOLE OVER 12 "(:� uR to 2 4 " _HOLE OVER 2 4 "!� up to 3 6 " J
A IL
�9Q�p�[55fpNR` STEPHEN B. CLARKE I'SOLLENE3ERGER SILOS
y� & ASSOCIATES LTD. CORPORATION
X PROFESSIONAL ENGINEERS CHAH8ER58URG PA.
d S. B. CLARKE
4- Deck 4 R.R. Na. Z °
P BAOEN , CN7ARIO-
A`,ryC� NOB IGO
SIS-634-H53
DRN. By' DATE
SBC 2DEC92
DWG. Nae REY.
2.
SSC-9 2 -MT-4

@ toD of '.I typical
UP TO 60'4�
0 0
6' MALL RE_INFC,LNG SCHEDULE
OVER 60'4 OVER 110' 4
UP TO 110'4 UP TO 120' d
I
r
OVER 120'- C�
UP TO 140'c$
N +
do
7
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L*]
NOTES
Q�o�EsS,pM� STEPHEN B. CLARKE SOLLENBERGER SILOS
1. Refer to drawing #55C-92-MT-1 for general specifications o-� & ASSOCIATES LTD. CORPORATION
c. �
2. Vertical reinforcing #4 @ 16" o/c " S PROFESSIONAL ENGINEERS CHAMBER5BURG PA.
3. Dowels,- 14 @ 16" o/c 15" in wall & .15" hook 2 S. B. CLARKE
into floor .0 4 D[[.4t., q R.R. tom. 2 ORN. By' GIE
4. wall thickness 8" (alternate 9" thick) 4q o-' aAo N2R,o• SBC 2DD�'
5. Horizontal reinforcing on wall center line �'hCCgFWor i+08 Igo
OWG. Nil REV.
sls szc•u5� SSC-92-MT-5 1

a� ..+a�a -��nzinuous
at top 0&1� 11-typical
UP TO 60'�
O
L2,
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4
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OVER 60'-::�
UP TO 8 0 '
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8' WALL REINF",ING SCHEDULE
OVER 80'c� OVER 90'
UP TO.90'4 UP TO 110'$
'Pie
• a
NOTES
T`Refer to drawing #SSC-92-MT-1 for general
specifications
2. Vertical reinforcing #4 @ 16" o/c
3_ Dowels, 44 @ 16" o/c, 15" in wall & 15" hook
into floor
4. Wall thickness 8" (alternate 9" thick)
5. Horizontal reinforcing on wall center line
OVER 110'
UP TO 120'(:�
LC)
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<4 rssroNR� STEPHEN B. CLARKE SOLLEN13ERGER SILOS
�� �'� & ASSOCIATES LTD. CORPORATION
PROFESSIONAL ENGINEERS CHAMHERSSURG PA_
S. B. CLARKE ;,
o 4 (�.r-L' o R. R. Na. 2 ORN. gv: CAT
�a CPC` BAnEN • OWARIO. SBC
L''' O'cc "01` NOS IGO
nwG. N°, REX
519•ezc••c5] SSC-92-MT-6 1

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4 1.6" x. .J 9" LONG
.
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•
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< C/g
� C/a
PLAN VIEW
d
ELEVATION VIEW
E >2' TO 4'
"KICKER WALL" SCHEMATICS
> C/2 -< C/2
PLAN VIEW
> C/2
im -�
H
-1
D
ELEVATION VIEW
E 2' OR LESS
M Q n s
M o n s
x - M
r � CC-) c �
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NOTES: 1_ Refer to drawing $SSC-92-MT-1 for specifications
2. Suitable for tanks up to 12' high with extension up to 16'-0 high_
3. Minimum vertical reinforcement area i
raised portion of wall ( top to footin
is 0.20 in. ) e�°'cssroy� STEPHEN B. CLAR KE
do <�
4. Horizontal reinforcement in raised ti� -40 & ASSOCIATES LTD.
area (above rest of tank)to be same a
] 7. PROFESSiONAL ENGINEERS
similar area of non -raised wall. S. B. CLARKE ^
z
Fai
x
ci
0
0,7]
W3I
SOLLENBERGER SILOS
CORPORATION
C�4AmUE'2i 58URG PA_
,Q �P.[•g7i O R. R. N-, 2. DRN_ By- D IE
�Oy tp� 9AOEN • CIiTARIO. SCS P
MOH )GO Gor RV.
DWG. k_
512.6J L- us3 SS C— 9 2 —MT— 9 1

gESrs a
yygprr rpo
A�
a
NOTES 1. Refer to drawing SSC-92-MT--1 for -sf- fications.
2. Slab design load-150 PSF distributes: .woad, or -
MIN. 15'-0 7000# concentrated load on slab. Cantilever
* zz,o portion, 5000# only 'f
cy 3. Slab must not be anchored to top of wall
£ 11
4. slan may be inset into top o wa
5. If bridge slab spans to undisturbed soil within
5'-0 of tank wall and does not cantilever over
`Sc° 6'a�_. wall5cast in place slab thickness shall be 8".
Precast slab can be 8" thick. In all other cases
sacxF,cr uvaPc srs£ m6F L,3'�� CO✓�4 slab shall be 10" thick.
IYELL c61-1,�AC7-�-0. oo Nor 2' -0 x :l' -6 6. If precasts --lab is used it must be designed for
LisE T4305oit, sitar C.;' footing with the above loads S bridge from the 'top of wall to
_GPGAN/C 3-#5 mbar to a footing 15' from the top of the wall. Bearing
support optional pads or fresh grout must be used at precast slab
5fcrz0v A A precasd slab support points. $'- 0
[ V2"COVER
•0 m 6" HOOK .0.
00
00 OVERHANG
MAX. 3'-0 WALL
o
v-
•H fz°c
� 4@ "
uCRti1AL S�r`�
OPTIONAL BRIDGE SLAB CANTILEVER
PLAN VIEW
W� p.?pf ESSIO,y `
4
h
.OPTIONAL BRIDGE SLAB W S. B. CLARKE A
FOR TRACTOR ACCESS _iC- p
buy¢ L^^lZ P p
r~CE 4f Or,K
REV.[ MAR 10/93 TEXT
STEPHEN B. CLARKE
& ASSOCIATES LTD.
PAOFESSIOMAL ENGINEERS
SOLLENBERGER SILOS
CORPORATION
CHANBE?SSURG PA.
R-A. N°. 2 SRN. Br•. ;..+.fE
SAOEN CNTARlC. $SC 3DEC9 2
NOB ]GO
pwG. Nay REY.
519-931-ac53 SSC-92-MT-r0

i
TRACTOR DRWE -oq AREA Notes:
1_ Refer to drawing $SSC-92-MT-1 for _
3e) MIAs, specifications.
r,y! 2_ Access area may be either backfill or
A concrete slab not supported on wall_
• 3_ Surface grade must slope away from wall._
gyp.• 4. Detail suitable for 12'-0 high wall as
i� !o' shown_ For shorter walls delete top
30 MIN. portion, ie for 8'-0 high wall use
ftRIz0A1TR4 reinforcing shown for bottom 8'-0- of 12'
fex R4IV high wall.
HORIZONTAL BAIZS 5. For walls higher than 12'-0, a site
3 ExfRA 45 BARS TOTAL specific design must be prepared if
equipment access without bridge slab is
ro' EA, SIDE TRACTOR AREA , 30' ma LENGTH required.
1 EA. @ 2', 4' 6' 13 E LOW TOP OF WALL
N
� o
i
j
J_
VERTICAL BARS
36'M1:3, 12' EA. SLOE TRACTOR g2SA
#4 e- 18" % ALTERNATE 8-(o" LONG
7"' A G" LONG
51DE
3" EA_ SIDE EQUIPMENT ACCESS BESIDE WALL
5r
�� Q�of�sslpy STEPHEN B. CLARKE SOLLENBERGER SILOS
ASSOCIATES LTD. CORPORATION
y X PROFESSIONAL ENGiMIEERS CHAMSERSOURG PA_
d S. 0. CLARKE
A. R. N4- 2 DRN. 8r'• WE
SADE?I,ONTARIO. SBC 3Dec 92
Noe IGO
DY+G. NE. AEy.
REV. MAR "10/93 TEXT SI9-634-"5.2. SSC-92—MT-11 1

RECEIVED
Nutrient Management Plan For Animal Waste UMi"26645liemmimng
This plan has been prepared for:
Loflin Dairy
Clifford W. Loflin
2410 Loflin Dairy Road
Sophia, NC 27350
[phone]
01-17-2001
This plan has been developed by:
B. Barton Roberson
USDA-NRCS
241 Sunset Avenue, Suite 105
Asheboro, NC 27203
3 449,E .
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Cature (owner)
/- /) - 4�7 /
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commi . n.
Plan Approved By: 7
Technical Specialist Signature Date
-----------1----------------------------o-----------------------at-----------------------------------------e------------
741351 Database Version 1.06 Date Printed: O1-17-2001 Cover Page 1

Narrative
This is a dairy operation with approximately 300 head of cattle. All of the land to which waste will be
applied belongs to the owners. The solid and liquid waste enters into a concrete tank and will be land
applied by means of a honey -wagon. It is understand that changes in the type of crop or any other
modifications must be reflected in an updated waste utilization plan.
If fields are planted to corn for silage and it ultimately needs to be harvested for grain, a change in the
amount of nitrogen to be applied needs to be made. Applicagtion rates in this plan are as follows:
I bushel of corn yield requires 1.2-1.4 lbs. of Nitrogen;
1 ton of corn silage yield requires 10-12 lbs. of Nitrogen.
If the plan changes such that one method is more common than the other, the plan needs to be updated to
reflect this mode of operation. Accurate records should be kept at all times to demonstrate that
over -application has not occured.
This storage system represents a storage period of approximately 138 days. This is based on the
demonstrated design storage of124,580 cu. ft.
-----------------------------------------------•-------------------------------------------------------------
741351 Database Version 1.0. Date Printed: 01-17-2001 Narrative Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S2
Dairy Liquid Manure Slurry waste generated 2,324,700 gals/year by a 300
animal Dairy Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 138 da s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
23026
Incorporated
31400
Injected
35586
Irrigated
20933
Actual PAN Applied
Year 1
38162
Notes:
In source ID, S means standard source, U means user defined source.
------------------------------------ ------------------------------------ ----------- ------------------------------------
74I351 Database Version 1.06 Date Printed: 0I-17-200I Source Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or .
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
CropRYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(field)
N
N
lbs/A
1000
I/A
tons
1000 Is
tans
1
S2
Mecklenburg1
&0
18.0
mall Grain, Sila a
7.7
Tons
9/15-3131
85
0
0
Broad.
85
8.6
0.0
I54.5
0.0
1
S2
Mecklenburg1
&0
18.0
om. Silage
16.1
Tons
2/15-6/30
176
0
0
Broad.
176
17.8
0,0
319.8
0.0
10
S2
Mecklenburg11.9
11.9
mall Grain,Silage7.8
Tons
9/15-3131
87
0
0
Broad.
87
8.8
0.0
104.5
0.0
A
10
S2
MecklenburgI
L9
11.9
orn, Silage
16.5
Tons
2/15.6/30
180
0
0
Broad.
180
18.2
0.0
216.3
0.0
2
S2
Mecklenburg
19.8
18.8
mall Grain, Silage
7.7
Tons
9/15-3/31
85
0
0
Broad,
85
8.6
0.0
161.3
0.0
2
S2
Mecklenburg18.8
18.8
orn, Silage
16.1
Tons
2/15-6/30
176
0
0
Broad.
176
17.8
0.0
334.1
0.0
3
S2
Mecklenburg13.0
13.0
mall Grain, Silage
7.8
Tons
9115-3131
87
0
0
Broad.
87
8.8
0.0
114.2
0.0
3
S2
Mecklenburg13.0
13.0
om, Sila a
16.5
Tons
2/15-6130
180
0
0
Broad.
180
18.2
0.0
236.2
0.0
5
S2
Mecklentru
41.0
41.4
ma11 Grain,Silage
8.6
Tons
9115-3/31
96
0
0
Broad.
96
9.7
0.0
397.4
0.0
5
S2
Mecklenburg41.0
41.0
orn, Silage18.2
Tons
2/15-6/30
199
0
0
Broad.
199
20.1
0.0
823.7
OA
- - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
741351 Database Version 1.06 Date Printed- 01-17-2001 WUT Page 1
•

Waste Utilization Table
Year 1
Tract
Field
Source
I-D,
Soil Series
Total
Acre
Use.
Acres
crop
RYE
RYE
Unit
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
I lbs/A
1000
l/A
I tons
1000 gals
tons
2079
7
S2
Mecklen
11.7
11.7
Nmall Grain Sila a
8.6
Tons
9/15-3/31
96
0
0
Broad.
96
9.7
0.0
- 113.4
0.0
2079
7
S2
Mecklen
1 L7
11.7
om, Silage
18.2
Tons
2/15-6/30
199
0
0
Broad
199
20.1
0.0
235.1
0.0
2079
8
S2
Coronaca
12.7
12.7
mall Grain, Silage
10.6
Tons
9/15-3/31
117
0
0
Broad.
1 l7
11.8
0.0
150.0
0.0
2079
8
S2
Coronaca
12.7
12.7
om, Silage
22.1
Tons
2/15-6/30
241
0
0
Broad.
241
24.3
0.0
309.0
0.0
2079
9
S2
Mecklenburg
6.8
6.8
mall Grain, Silage
7.8
Tons
9/15-3/31
87
0
0
Broad
87
8.8
0.4
59.7
0.0
2079
9
S2
Mecklenb
6.8
6.8
orn, Sila a
16.5
Tons
2/15-6/30
180
ol
0
1 Broad
1 1801
18.21
0,01
123.6
0.0
Lagoon Liquids
Total Applied, L000 gallons
3,853
Total Produced, 1000 gallons
2,325
Balance L000 loos
-1528
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balance, tons
1
0
Notes: 1. In the tract column, symbol means leased, otherwise, owned. 2. Symbol • means user entered data.
---------------------- ---------------- ------
--- ---------------------------------------- ------ ---------- -----------
----------------------------------------------------- ------- ------ ----------
741351 Database Version 1.06 Date Printed: 01-17-2001 Vff Page 2
•
•

•
E
Required Specifications For Animal Waste Management
1. 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 that reaches surface
water is prohibited.
2. There must be documentation in the design fold 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 Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. 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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
.application. Waste should not be applied when there is danger of drift
from the land application field.
6. 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).
7. 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
--------- ----- -- --- ------------ - ---- - --------- --- --- -
741351 Database Version 1.06 Date Printed: 01-17-2001 Specification Page 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. 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 that 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 a 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 ar agronomic rates in a manner that causes not runoff or drift
from site.
--------------------------------------
741351 Database Version 1-.06 Date Printed: 01-17-2001 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
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
soils shall be monitored and alternative crop sites shall be used when these
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7�41351 Database Version 1.06 Date Printed: 01-17-2001 Specification Page 3

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.
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741351 Database Version 1.06 Date Printed: 01-17-2001 Specification Page 4

.7
Crop Notes
Corn Silage: Piedmont and Mountains
The following crop note applies to field(s): 8
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when corn
is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected yield
applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be reduced by
approximately 15 percent when soil injected. The total N is dependent on the soil type and expected yield.
Apply phosphorus and potassium according to a soil test before planting. Phosphorus is best utilized
when banded with the planter as a starter. Plant samples can be analyzed during the growing season to
monitor the nutrient status of the corn. Timely management of weeds and insects is essential in profitable
corn silage production. Plant a cover crop after harvest.
The following crop note applies to field(s): 8
Small Grain Silage, Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time frame. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide".Also, increase the initial seeding rate by at least 10% when planting
no-ti11. Adequate depth control when planting the small grain is essential. Review the NCSU Official
Variety "green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting. Increase N
at planting by 20% for no -till. Phosphorus and potassium should be applied according to a soil test at this
time. The remaining N should be applied during February -March. Apply 10 to 12 lbs. N per ton of
expected yield. The total N is dependent on soil type and expected yield. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the small grain. Timely management of
diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover crop
after harvest.
The following crop note applies to field(s): 1, 10, 2, 3, 5, 7, 9
Corn Silage: Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when corn
is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected yield
applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be reduced by
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7a 1 35 1 Database Version 1.0 Date Printed: 0 1- 17-2001 Crop Note Page 1

approximately 15 percent when soil injected. The total N is dependent on the soil type and expected yield.
Apply phosphorus and potassium according to a soil test before planting. Phosphorus is best utilized
when banded with the planter as a starter. Plant samples can be analyzed during the growing season to
monitor the nutrient status of the corn. Timely management of weeds and insects is essential in profitable
corn silage production. Plant a cover crop after harvest.
The following crop note applies to field(s): 1, 10, 2, 3, 5, 7, 9
Small Grain Silage, Piedmont and Mountains
In the Piedmont, small grain silage should be_planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time frame. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide".Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the small grain is essential. Review the NCSU Official
Variety "green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting. Increase N
at planting by 20% for no -till. Phosphorus and potassium should be applied according to a soil test at this
time. The remaining N should be applied during February -March. Apply 10 to 12 lbs. N per ton of
expected yield. The total N is dependent on soil type and expected yield. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the small grain. Timely management of
diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover crop
after harvest.
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741351 Database Version 1.0. Date Printed: 01-17-2001 Crop Note Page 2