820094_CORRESPONDENCE_20171231

Murphy -Brown, LLC
1 1 /1 812007
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Phillip Hudson Jam(
Farm Name: Rosin Hill Farms; 82-94 -1 VVV
P90,
Coun : Sampson
Farre Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 5760
RECE
9
ororaye avuciure-. Anaeroorc Lago ��R
Storage Period: >i 80 days 2 5 2
Application Method: Irrigation
7rev-FAVET► LLERSI�jFka
The waste from your animal facility must be land applied at a specified rate en pour
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied_
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1 _ Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or -applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same_
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gallyr
Farrow to Feeder
4015 gallyr
gaUyr
Farrow to Finish
10585 gallyr
gauyr
Wean to Feeder
223 gal/yr
gallyr
5760
Feeder to Finish
986 gallyr
5,679,360 gall/yr
Total 51679,360 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced p2r Animal Total
Farrow to Wean
5.4 ibs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
5760
Feeder to Finish
2.3 lbs/yr
13,248 lbslyr
Total 13,248 Ibslyr
Applying the above amount of waste is a big job_ You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 92.29
Total N Required 1st Year: 18561.34
Total N Required 2nd Year: 15035.73
Average Annual Nitrogen Requirement of Crops: 16,798.53
Total Nitrogen Produced by Farm: 13,248.00
Nitrogen Balance for Crops: (3,550.53)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

3(a) of 11

Reception Area 5pecificatlons
Tract Field Irrigated Soil
Acrae e Type
3521 1 4.38 Autryville
3521 2 4.66 Aul ills
3521 3 5.7 Blanton
3521 4. 5.24 Blanton
3521 5 5.24 Blanlon
3521 6 5.67 Blanton
3521 7 3 Btsmon
3521 B 10,7 Blanton
9051 9 2.79 Blanton
9051 10 4.28 Blanton
9051 11 3.94 Aut vide
9051 12 3.71 Autryvilia
9051 13 5.14 Norfolk
6827 14 5.03 Norfolk
5827 15 4.67 Autr 011e
6827 16 4,6 AvIrwille
8827 17 4.66 Autr ville
8827 18 3.74 Aukryville
Year 2 of a 2 year crop rotation,
1st Crop Tlma to 1st Crop
Code Avvlv Ylold
B Mar-Sat 4.7
8 Mar-Sat A,7
B Mar-Se l 3.8
0 Mar-Sepi 3.6
B Mar-Sepi 3.8
B Mar-So t 3.8
B Mar-Set 3.8
B Mar-Set 3.8
F marl5-July 500.0
F Mer 15-Jul 500,0
F Mar 15-July 700.0
F Mar 15-Juiv 700.0
F Mar 15-Julv 875.0
F Mar 15-Jul 875.0
F Mar 15-Jtjlyl 7000
F Mar 15-JulvI 700.0
F Mar 10-JuIX 700.0
F Mar 15-July 700.0
15t Crop Lbs NIAc
lbs NIUnit Rosldual
50
50
5U
50
50
50
50
50
0.12
0,11
0.12
0.12
0.12
0.12
0.12
0.12
U.12
0.12
Lbs N
!Ac
235
235
190
190
190
1UU
190
190
60
60
134
B4
1U5
105
64
84
04
84
Total Ise N 2nd Crop
Utlllzed Code
1029.3 L
1095.1 L
1083 L
995.6 L
995.6 L
1077.3 L
570 L
2033 L
167.4
256.8
330,96
311.64
539.7
528.15
392.28
386.4
391,44
314.16
Time to
Apply
Sept-Apr
Se t-A r
Sept-Apr
Sept-Apr
Sept-Apr
Se t-A r
So t-A r
Se t•A r
2nd Crop 2nd Crop Lbs NIAc
Yield lbs NlUnit Residual
1 50
1 50
1 50
1 50
1 50
1 50
1 50
1 50
Lbs N
!Ac
50
50
50
50
50
50
50
50
0
0
0
Q
0
0
0
Q
0
0
Total lbs N
Utilized
219
233
285
262
262
283.5
150
535
0
0
0
0
0
0
0
0
0
0
Total
Lbs NJAc
285
285
.240
240
240
240
240
240
60
60
84
84
105
105
84
84
84
84
Total lbs N
Utlllzad
1248.3
1328.1
1356
1257.6
1257.6
1360.8
720
*250.8
330.96
311.64
539.7
528.15
392.28
386.4
391.44
314.16
B827
19
2.99
Blanton
P
Mar 15•Jul
5UU.0
0.12
GU
179.4
0
0
60
179.4
6827
20
2.15
Blanton
F
Mar 15-Julv
500,0
0.12
60
129
0
0
60
129
Totals:
92.29
72806.23
2229,5
15039.73
3(6) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen -
In interplanted fields (i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three ties during the season, depending on the
time small grain is planted in the fall. #.
The ideal time to interplant small grain, etc, is late September or early October- Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - Grain
F
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
WA
Winter Annuals
Lbs N utilized I unit yield
1.6 lbs N / bushel
50 lbs N I ton
50 lbs N I ton
1.25 lbs N 1 bushel
12 lbs N /ton
0.12 lbs N 1 lbs lint
50 lbs N I ton
50 lbs N I ton
1.3 lbs N 1 bushel
2.4 lbs N I bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 lbs N I cwt
2.4 lbs N 1 bushel
4.0 lbs N I bushel
40 lbs N 1 acre 1 yr
5o lbs N 1 acre 1 yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm TDt3Vyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 4.072
5760 Feeder to Finish 0.36 2073.6
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2073.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above_
If you remove the sludge every 5 years, you will have approximately 10368 pounds of plant
available nitrogen to utilize_ Assuming you apply this PAN to hybrid bermuda grass hayiand at the
rate of 300 pounds of nitrogen per acre, you will need 34 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 82.944 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids_ The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for X180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
6 of 11
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inthr
* inches
3521
1
Autryville
B
0.6
1
3521
2
Autryville
B
0.6
1
3521
3
Blanton
B
0.35
1
3521
4
Blanton
B
0.35
1
3521
5
Blanton
B
0.35
1
3521
6
Blanton
B
0.35
1
3521
7
Blanton
6
0.35
1
3521
8
Blanton
B
0.35
1
9051
9
Blanton
D
0.35
1
9051
10
Blanton
D
0.35
1
9051
11
Autryville
D
0.6
1
9051
12
Autryville
D
0.6
1
9051
13
Norfolk
D
0.5
1
8827
14
Norfolk
D
0.5
1
8827
15
Autryville
D
0.6
1
8827
16
Autryville
D
0.6
1
8827
17
Autryville
D
0.6
1
8827
18
Autryville
D
0.6
1
8827
19
Blanton
D
0.35
1
8827
20
Blanton
D
0.35
1
6 of 11

Additional Comments:
This plan is based on wetted acreage determinations completed on 10/27/2000
and 3/31/2006. The pullsffelds determined in'2006 have been recalculated
due to the producer wishing to install underground pipe and receive cost -share
assistance. The other pulls/fields remained the same as determined originally -
Field 8 is to be applied to with a honey -wagon and is the nonirrigated areas
around pulls/fields 1-7.
This plan shows controlled grazed bermuda with a small grain overseed for
pulls/fields 1-8 and a crop rotation for pulls/fields 9-20.
Optional Crops: The following crops may be substituted for the row crops
listed if desired and receive animal waste applications as shown below:
Millet Grazed - 165 lbs. N/ac applied April -September 15 on pulls 9,10,19 & 20
Millet Grazed - 206.25 lbs. N/ac applied April -September 15 on pulls 11,12 15-18
Millet Grazed - 226.88 lbs. N/ac applied April -September 15 on pulls 13 & 14
Summer Squash - 120 lbs. N/ac applied 100% preplant
Winter Squash - 100 lbs. N/ac applied 100% preplant
Sweet Potatoes - 50 lbs. N/ac applied 100% preplant
Cabbage/Broccoli - 150 lbs. N/ac applied 100% preplant
Cucumbers - 120 lbs. N/ac applied 100% preplant
Leafy Greens - 80 lbs. N/ac applied 100% preplant
Peppers - 130 lbs. N/ac applied 1 DO% preplant
Turnips - 75 lbs- N/ac applied 100% preplant
Watermelons - 100 lbs. N/ac applied 100%-preplant
Soybeans - 100 lbs. N/ac applied April - September 15 on pulls 9,10,19 & 20
Soybeans - 120 lbs. N/ac applied April - September 15 on pulls 11,12,15 - 18
Soybeans - 168 lbs. N/ac applied April - September 15 on pulls 13 & 14
Wheat - 84 lbs. N/ac applied September - April on pulls 9,10,19 & 20
Wheat - 108 lbs. N/ac applied September - April on pulls 11,12,15 - 18
Wheat - 144 lbs. Nlac applied September April on pulls 13 & 14
Note: If the optional crops will be grown without animal waste being applied,
a maximum of 35 acres may be utilized for these crops.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Rosin Hill Farms; 82-94
Owner: Phillip Hudson
Manager:
Owner/Manager Agreement:
llwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and'a new certification to be submitted to DWQ before the new
animals are stocked.
l/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be fled on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Phillip Hudson
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw. NC 28398
Telephone: [phone] _
Signature: �4 // /G z?
Date
8of 1i

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, rnanmade
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 the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
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 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).
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
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 bnd a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to' planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
1.2 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.)_ Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc_, should be inspected on a regular
basis to prevent breakdowns, leaks and spills_ A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crap sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and aiternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals wili be disposed of in a manner that meets North Carolina regulations.

•
C'04`27
OZ,
6L
..........

Newton Grove Grain & Feed
Pork Chop Hill
Box 155
Newton Grove NC 28366
Dear Newton Grove Grain & Feed:
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
October 1, 2004 RECEIVED
OCT 15 2004
DMR - FAVEiTI LLE REGIONAL OFACE
Subject: Certificate of Coverage No. AWS820094
Pork Chop Hill
Swine Waste Collection, Treatment,
Storage and Application System -
Sampson County
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 18, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Newton Grove Grain & Feed, authorizing the operation of the subject animal waste collection, treatment,
storage and land application system in accordance with General Permit AWG100000. The issuance of
this COC supercedes and terminates your previous COC Number AWS820094 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 Pork Chop Hill, located in Sampson County, with an animal capacity of no
greater than an annual average of 2000 Farrow to Wean swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). if this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
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 kee in
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit 0.��L,llit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 NOl Car011lla
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us atuy'allt�
An Equal Opportunity/Affirmative Action Employer — 50% RecycledllO% Post Consumer Paper f i LL til

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.
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 Fayetteville 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 Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820094
APS Central Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 17, 2000
Newton Grove Grain & Feed
Box 155
Newton Grove NC 28366
4 0IT
• 21
Admillm
s V,
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Pork Chop Hill
Facility Number 82-94
Sampson County
Dear Newton Grove Grain & Feed;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds in the State. in order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres) Ranking
1 0.9 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
225 Green Street, Suite 714, Fayetteville, North Carolina 229301 Telephone [phone] Fax [phone]
An Equal opportunity Affirmative Action Employer 50% recycle&10'& past -consumer paper

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Fayetteville Regional Office at [phone].
Sincerely,
X -e'- ZauIls
Water Quality Regional Supervisor
cc: Sampson County Soil and Water Conservation District Office
Facility File

Facility Number 82— 94 Lagoon Number 1............ Lagoon Identifier on)y..ioa.Qtiy......................................
0 Active OQ Inactive Latitude 35 12
Waste Last Added 5/.1.51..9.6 ........................................
Determined by: 0 Owner ❑ Estimated
Surface Area (acres): Q ........................
Embankment Height (feet): 4 ................................
Longitude 78 21 37
By GPS or Map? ®GPS ❑ Map
GPS file number:92a94
Distance to Stream: DQ X250 feet O 250 feet - 1000 feet 0 >1000 feet
By measurement or Map? 0 Field Measurement ❑ Map
Down gradient well within 250 feet? 0 Yes © No
Intervening Stream? 0 Yes No
Distance to WS or HOW (miles): 0<5 05-10 *>10
Overtopping from Outside Waters? O Yes* No O Unknown
Spillway O Yes* No Adequate Marker DQ Yes O No
Freeboard & Storm Storage Requirement (inches):
Inspection date 3/14/2000
appearance of a Sludge Near Surface
lagoon liquid O Lagoon Liquid Dark, Discolored
0 Lagoon Liquid Clear
0 Lagoon Empty Freeboard (inches): 24
embankment condition O Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
*Construction Specification Unknown But Dam Appears in Good Condition
0 Constructed and Maintained to Current NRCS Standards
outside drainage O Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
0 Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status 0 High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
OQ No Liner, Soil Appears to Have Low Permeability
0 Meets NRCS Liner Requirements
!cation equipment
andfor 5prayfield 0 Yes
unavailable
comments
O• fail to make contact O Yes 0 No
No 0 Unknown with representative
]Z-1

Type of Visit Q Compliance Inspection Q Operation Review Q Lagoon Evaluation
Reason for Visit O Routine Q Complaint Q Follow up 0 Emergency Notification Q Other ❑ Denied Access
Facility Number 82 94
® Permitted ® Certified (7 Conditionally Certified © Registered nate of Visit 3/14/2000
0 Not O erational 0 Below Threshold I Date Last Operated or Above Threshold: .........................
Farm Name: F.90.C,hvp.uili..................... County: Say np5gA............................................ FRO............
Owner Name: .............................. .................... Phone No: 5.94-021.9............................-.-.
....................................
FacilityContact: .......Title: ............................................................... Phone No: ....................................................
Mailing Address: 09,N.155 .................................. .....------. N.1mfon.GiroYe...NC....... ........................... ........... 28.M.6 ..............
Onsite Representative:_..__..._••..--...„_••.,......._•.................................. .. Integrator: Net+ ttlA.S'R1Luxe.G.cOAtl.011tS�. filed............. ------
Location
- .Location of Farm:
�?o afathsad..nL >[�.1 QO.;�pp�a1�.1. ife.tre�t..aft.kl�rx...7.Q�.................................................................................................................................................
......................................................... ....................... ........................................................................................................................................... ......................... .................. I ... I
® Swine ❑ Poultry ❑ Cattle ❑ Horse
Design Current Design Current Design Current
Swine Capacity Population Poultry Capacity Population Cattle Ca aci Population
❑ Wean to Feeder
❑ Feeder to Finish
® Farrow to Wean 2000
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
❑ Layer I ❑ Dairy
❑ Non -Layer 1 1 1[3 Non -Dairy
❑ Other
Total Design Capacity 2,000
Total SSLW 866,000
Number of Lagoons' 5 Holding Ponds I Solid Traps;
Discharges & Stream Impacts
I- Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the c•onvevance man-made?
b. If discharge is observed, did it reach Water of the State? (If yes, noti)v DWQ)
c. If discharge is observed. what is the estimated flow in gallmin?
2. Is there evidence of past discharge from any part of the operation?
3. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway
Waste Collection & Treatment
Please see attached Lagoon Field Data Sheets
❑ Yes ® No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes 0 No
❑ Yes ® No
Reviewer/Ins ector Name 9 f-
Reviewer/Inspector Richard_ Brooks, .mss
Reviewer/Inspector Signature: Date:
Printed on: 5/12/2000

Doug Niemond
Box 300
Newton Grove, N. C. 28366
Jeffrey Brown
N.C.D.E.N.R
Division of Water Quality
225 Green St.
Sept_ 1, 1999
Suite 714
Fayetteville, N.C. 28301-5043
Dear Mr. Brown.-
This
rown:
RECEi�/ED
EP 3 1"9
REG, pEWLLE
This letter is in response to the N.O.D. dated 8118199 for Pork Chop Hill. After
talking with Mr.Bob Heath, who observed the gun not rotating, we removed the gun from
service and repaired it. The gun was rotating at the start of that particular irrigation
event but must have stopped at some point during the cycle. As we observed, no effluent
left the designated sprayfield as a result of this malfunction. As stated before, the gun has
been serviced and repaired.
Although some puddling within and runoff beyond the normal spray pattern
occurred, no effluent reached beyond the boundary of the sprayf eld. I feel that this is due
to procedures that were in place at the time of this incident. The irrigation pump is
operated on a timer and is checked to make sure that it cuts off at the proper time. The
guns are observed at the start of the irrigation cycle as was done this time and usually
during the cycle as was not done this time. We have taken steps to increase our
surveillance of the guns during irrigation to prevent this from happening again. However,
I feel that the safeguards that were in place at the time of this incident ensured that no
discharge could take place.
Sincerely,
Doug Niemond

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Newton Grove Grain & Feed
Pork Chop Hill
Box 155
Newton Grove NC 28366
November 12, 1996
SUBJECT: Operator In Charge Designation
Facility: Pork Chop Hill
Facility ID#: 82-94
Sampson County
Dear Farm Owner:
RECEIVED
NOV 141996
FAYETTEvi..-w
IC
REQ. OFFE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on-going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. if you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 9191733-0026.
2Preston�Howard,
,
Jr., irector
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, N'1010'c
�� FAX [phone]
Raleigh, North Carolina 27611-7687AnEqual Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/ 10% post -consumer paper

scECEIdEv
Oct 16 1995
ENV. MANAGEMENT �
FAYETTEVILLE REG. OFFICE
October 13, 1995
Doug Niemand
TDM FARMS, INC.
Administrative Manager
P. O. Box 300
Newton Grove, NC 28366
Grady Dobson
DEHNR
Wachovia Budding, Suite 714
Fayetteville, NC 28301-3043
Dear Grady:
I have enclosed for your information the plan for solving the lagoon/freeboard
problem at the Pork Chop Hill farm. The design and engineering was done by the
NRCS. Currently we are putting out bids for this project along with applying for
cost -share finding through the NRCS. We hope to be able to start construction
in the next thirty days. If you have any questions concerning this plan please
feel free to contact myself or Wilson Spencer and Deqn Bingham with the NRCS.
Sincerely,
Doug iemond

t
z,
CONSTRUCTION SPECIFICATION
21. EXCAVATION
I. SCOPE
The work shall consist of the excavation required by the drawings
and specifications and disposal of the excavated materials.
2. CLASSIFICATION
Excavation will be classified as common excavation, or rock
excavation in accordance with the following definitions or will be
designated as unclassified.
Common excavation shall be defined as the excavation of all
materials that can be excavated, transported, and unloaded by the
use of heavy ripping equipment and wheel tractor -scrapers with
pusher tractors or that can be excavated and dumped into place or
loaded onto hauling equipment by means of excavators having a rated
capacity of one cubic yard and equipped with attachments (such as
shovel, bucket, backhoe, dragline or clam shell) appropriate to the
character of the materials and the site conditions.
Rock excavation shall be defined as the excavation of all hard,
compacted or cemented materials the accomplishment of which requires
blasting or the use of excavators larger than defined for common
excavation. The excavation and removal of isolated boulders or rock
fragments larger than one cubic yard in volume encountered in
materials otherwise conforming to the definition of common
excavation shall be classified as rock excavation.
Excavation will be classified according to the above definitions
by the Engineer, based on his judgment of the character of the
materials and the site conditions.
The presence of isolated boulders or rock fragments larger than one
cubic yard in size will not in itself be sufficient cause to change
the classification of the surrounding material.
For the purpose of this classification, the following definitions
shall apply:
Heavy ripping equipment shall be defined as a rear -mounted, heavy
duty, single -tooth, ripping attachment mounted on a tractor having
a power rating of 200-300 net horsepower (at the flywheel).
SCS -SEH -20
21-1
4/12/84

Wheel tractor -scraper shall be defined as a self -loading (not
elevating) and unloading scraper having a struck bowl capacity of
12-20 yards.
Pusher tractor shall be defined as a track type tractor having a
Power rating of 200-300 net horsepower (at the flywheel) equipped
with appropriate attachments.
3. UNCLASSIFIED EXCAVATION
.Items designated as "Unclassified Excavation" shall include all
materials encountered regardless of their nature or the manner in
which they are removed. When excavation is unclassified, none of
the definitions or classifications stated in Section 2 of this
specification shall apply.
4. BLASTING
The transportation, Dandling, storage, and use of dynamite and
other explosives shall be directed and supervised by a person of
proven experience and ability in blasting operations.
Blasting shall be done in such a way as to prevent damage to the
work or unnecessary fracturing of the foundation and shall conform
to any special requirements in Section 12 of this specification.
S. USE OF EXCAVATED MATERIALS
Method 1 To the extent they are needed, all suitable materials
from the specified excavations shall be used in the construction
of required permanent earthfill or rockfill. The suitability of
materials for specific purposes will be determined by the Engineer.
The Contractor shall not waste or otherwise dispose of suitable
excavated materials.
Method 2 Suitable materials from the specified excavations may be
used in the construction of required earthfiil or rockfill. The
suitability of materials for specific purposes will be determined
by the Engineer.
6. DISPOSAL OF WASTE MATERIALS
Hethod 1 All surplus or unsuitable excavated materials will be
designated as waste and shall be disposed of at the locations shown
on the drawings.
Method 2 All surplus or unsuitable excavated materials will be
designated as waste and shall be disposed of by the Contractor at
sites of his own choosing away from the site of the work.
21-2
SCS-KEH-20 4/12/84

7. BRACING AND SHORING
Excavated surfaces too steep to be safe and stable if unsupported
shall be supported as necessary to safeguard the work and workmen,
to prevent sliding or settling of the adjacent ground, and to avoid
damaging existing improvements. The width of the excavation shall
be increased if necessary to provide space for sheeting, bracing,
shoring, and other supporting installations. The Contractor shall
furnish, place and subsequently remove such supporting
installations.
8. STRUCTURE AND TRENCH EXCAVATION
Structure or trench excavation shall be completed to the specified
elevations and to sufficient length and width to include allowance
for forms, bracing and supports, as necessary, before any concrete
or earth ill is placed or any piles are driven within the limits of
the excavation.
9. BORROW EXCAVATION
When the quantities of suitable materials obtained from specified
excavations are insufficient to construct the specified fills,
additional materials shall be obtained from the designated borrow
areas. The extent and depth of borrow pits within the limits of
the designated borrow areas shall be as directed by the Engineer.
Borrow pits shall be excavated and finally dressed in a manner to
eliminate steep or unstable side slopes or other hazardous or
unsightly conditions.
10. OVEREXCAVATION
Excavation in rock beyond the specified lines and grades shall be
corrected by filling the resulting voids with portland cement
concrete made of materials and mix proportions approved by the
Engineer. Concrete that will be exposed to the atmosphere when
construction is completed shall contain not less than 6 sacks of
cement per cubic yard of concrete. Concrete that will be
permanently covered shall contain not less than 4-1/2 sacks of
cement per cubic yard. The concrete shall be placed and cured as
specified by the Engineer.
Excavation in earth beyond the specified lines and grades shall be
corrected by filling the resulting voids with approved compacted
earthfill, except that, if the earth is to become the subgrade for
riprap, rockfill, sand or gravel bedding, or drainfill, the voids
may be filled with material conforming to the specifications for the
riprap, rockfill, bedding or drainfill.
21-3
SCS-NEH-20
4/12/84

11. MEASUREMENT AND PAYMENT
For items of work for which specific unit prices are established in
the contract, the volume of each type and class of excavation within
the specified pay limits will be measured and computed to the
nearest cubic yard by the method of average cross-sectional end
areas. Regardless of quantities excavated, the measurement for
payment will be made to the specified pay limits, except that
excavation outside the specified lines and grades directed by the
Engineer to remove unsuitable material will be included. Excavation
required because unsuitable conditions result from the Contractor's
improper construction operations, as determined by the Contracting
Officer will not be included for measurement and payment.
Method 1 The pay limits shall be as designated on the drawings.
Method 2 The pay limits shall be defined as follows:
a. The upper limit shall be the original ground surface as it
existed prior to the start of construction operations except
that where excavation is performed within areas designated for
previous excavation or fill the upper limit shall be the
modified ground surface resulting from the specified previous
excavation or fill.
b. The lower and lateral limits shall be the neat lines and grades
shown on the drawings.
Method 3 The pay limits shall be defined as follows:
a. The upper limit shall be the original ground surface as it
existed prior to the start of construction operations except
that where excavation is performed within areas designated for
previous excavation or fill the upper limit shall be the
modified ground surface resulting from the specified previous
excavation or fill.
b. The lower and lateral limits shall be the true surface of the
completed excavation as directed by the Engineer. r
Method 4 The pay limits shall be defined as follows:
a. The upper limit shall be the original ground surface as it
existed prior to the start of construction operations except
that where excavation is performed within areas designated
for previous excavation or fill the upper limit shall be the
modified ground surface resulting from the specified previous
excavation or fill.
21-4
SCS-NEH-20 4/86

.0
b. The lower limit shall be at the bottom surface of the proposed
structure.
C . The lateral limits shall be 18 inches outside of the outside
surfaces of the proposed structure or shall be vertical planes
18 inches outside of and parallel to the footings, whichever
gives the larger pay quantity, except as provided in d, below.
d. For trapezoidal channel linings or similar structures that are
to be supported upon the sides of the excavation without
intervening forms, the lateral limits shall be at the under
side of the proposed lining or structure.
e. For the purposes of the definitions in b, c, and d, above, any
specified bedding or drainfill directly beneath or beside the
structure will be considered to be a part of the structure.
All Methods The following provisions apply to all methods of
measurement and payment.
Payment for each type and class of excavation will be made at the
contract unit price for that type and class of excavation. Such
payment will constitute full compensation for all labor, materials,
equipment, and all other items necessary and incidental to the
performance of the work, except that extra payment for backfilling
overexcavation will be made in accordance with the following
provisions:
Payment for backfilling overexcavation, as specified in Section 10
of this specification, will be made only if the excavation outside
specified lines and grades is directed by the Engineer to remove
unsuitable material and if the unsuitable condition is not a result
of the Contractor's improper construction operations as determined
by the Contracting Officer.
Compensation for any item of work described in the contract but
not listed in the bid schedule will be included in the payment for
the item of work to which it is made subsidiary. Such items and the
items to which they are made subsidiary are identified in Section
12 of this specification.
SCS-NEH-20
21-5
4/86

12. ITEMS OF WORK AND COSNTRUCTION DETAILS
Items of work to be performed in conformance with this
specification and the construction details therefor are:
a. Excavation. Common
(1) This item shall consist of all common excavation
required to install the subsurface drains and repair
existing diversions that prevent surface runoff from
ente,ping the waste treatment lagoon.
(2) The trenchs for the subsurface drains shall be installed
to the planned depth using a trenching box.
(3) All work shall be performed in accordance with OSHA
requirements.
(4) Use of excavated materials shall be by Method 1.
Disposal of waste materials shall be by Method 1. TDM
Farms will designate the disposl areas.
(5) Section 11 on measurement and payment does not apply.
SCS -NC (21-5)

CONSTRUCTION SPECIFICATION
23. EARTHFILL
1. SCOPE
The work shall consist of the construction of earth embankments
and other earthfills required by the drawings and specifications.
2. MATERIALS
All fill materials shall be obtained from required excavations and
designated borrow areas. The selection, blending, routing and
disposition of materials in the various fills -shall be subject to
approval by the Engineer.
Fill materials shall contain no sod, brush, roots or other
perishable materials. Rock particles larger than the maximum size
specified for each type of fill shall be removed prior to compaction
of the fill.
The types of materials used in the various fills shall be as listed
and described in the specifications and drawings.
3. FOUNDATION PREPARATION
Foundations for earthfill shall be stripped to remove vegetation
and other unsuitable materials or small be excavated as specified.
Except as otherwise specified, earth foundation surfaces shall be
graded to remove surface irregularities and shall be scarified
parallel to the axis of the fill or otherwise acceptably scored and
loosened to a minimum depth of 2 inches. The moisture content of
the loosened material shall be controlled as specified for the
earthfill, and the surface materials of the foundation shall be
compacted and bonded with the first layer of earthfill as specified
for subsequent layers of earthfill.
Earth abutment surfaces shall be free of loose, uncompacted earth
in excess of two inches in depth normal to the slope and shall be
at such a moisture content that the earthfill can be compacted
against them to effect a good bond between the fill and the
abutments.
Rock foundation and abutment surfaces shall be cleared of all loose
materials by hand or other effective means and shall be free of
standing water when fill is placed upon them. Occasional rock
23-1
SCS-MEH-20 4/12/84

outcrops in earth foundations for earthfill, except in dams and
other structures designed to restrain the movement of water, shall
not require special treatment if they do not interfere with
compaction of the foundation and initial layers of the fill or the
bond between the foundation and the fill.
Foundation and abutment surfaces shall be not steeper than 1
horizontal to 1 vertical unless otherwise specified. Test pits or
other cavities shall be filled with compacted earthfill conforming
to the specifications for the earthfill to be placed upon the
foundation.
4. PLACEMENT
Fill shall not be placed until the required excavation and
foundation preparation have been completed and the foundation has
been inspected and approved by the Engineer. Fill shall not be
placed upon a frozen surface, nor shall snow, ice, or frozen
material be incorporated in the fill.
Fill shad be placed in approximately horizontal layers. The
thickness of each layer before compaction shall not exceed the
maximum thickness specified. Materials placed by dumping in piles
or windrows shall be spread uniformly to not more than the specified
thickness before being compacted. Hand compacted fill, including
fill compacted by manually directed power tampers, shall, be placed
in layers whose thickness before compaction does not exceed the
maximum thickness specified for layers of fill compacted by manually
directed power tampers.
Adjaceat to structures, fill shall be placed in a manner which will
prevent damage to the structures and will allow the structures to
assume the loads from the fill gradually and uniformly. The eight
of the fill adjacent to a structure shall be increased at
approximately the same rate on all sides of the structure.
Earthfill in dams, levees and other structures designed to restrain
the movement of water shall be placed so as to meet the following
additional requirements:
a. The distribution of materials throughout each zone shall be
essentially uniform, and the fill snail be free from lenses,
pockets, streaks or layers of material differing substantially
in texture, moisture content, or gradation from the surrounding
material.
b. If the surface of any layer becomes too hard and smooth for
proper bond with the succeeding layer, it shall be scarified
parallel to the axis of the fill to a depth of not less than
2 inches before the next layer is placed.
23-2
SCS-NEH-20 1 4/12184

c. The top surfaces of embankments shall be maintained
approximately level during construction, except that a crown or
cross -slope of approximately 2 percent shall be maintained to
insure effective drainage, and except as otherwise specified
for drainfill or sectional zones.
d. Dam embankments shall be constructed in continuous layers from
abutment to abutment except where openings to facilitate
construction or to allow the passage of stream flow during
construction are specifically authorized in the contract.
e. Embankments built at different levels as described under (c)
or (d) above shall be constructed so that the slope of the
bonding surfaces between embankment in place and embankment to
be placed is not steeper than 3 feet horizontal to 1 foot
vertical. The bonding surface of the embankment in place shall
be stripped of all material not meeting the requirements of
this specification, and shall be scarified, moistened and
recompacted when the new fill is placed against it as needed to
insure a good bond with the new fill and to obtain the specified
moisture content and density at the contact of the in place and
new fills.
5. CONTROL OF MOISTURE CONTENT
During placement and compaction of fill, the moisture content of the
materials being placed shall be maintained within the specified
range.
The application of water to the fill materials shall be accomplished
at the borrow areas insofar as practicable. Water may be applied
by sprinkling the materials after placement on the fill, if
necessary. Uniform moisture distribution shall be obtained by
disking.
Material that is too wet when deposited on the fill shall either be
removed or be dried to the specified moisture content prior to
compaction.
If the top surface of the preceding layer of compacted fill or a
foundation or abutment surface in the zone of contact with the fill
becomes too dry to permit suitable bond it shall either be removed
or scarified and moistened by sprinkling to an acceptable moisture
content prior to placement of the next layer of fill.
SCS-NEH-20
L
23-3
4/86

6. COMFACTION
Earthfill shall be compacted according to the following requirements
for the class of compaction specified:
Class A comEaction. Each layer of fill shall be compacted as
necessary to make the density of the fill matrix not less than the
minimum density specified. The fill matrix is defined as the
portion of the fill material finer than the maximum particle size
used in the compaction test method specified.
Class B compaction. Each layer of fill shall be compacted to a mass
density not less than the minimum density specified.
Class C compaction. Each layer of fill shall be compacted by the
specified number of passes of the type and weight of roller or
other equipment specified, or by an approved equivalent method.
Each pass shall consist of at least one passage of the roller wheel
or drum over the entire surface of the layer.
Fill adjacent to structures shall be compacted to a density
equivalent to that of the surrounding fill by means of hand tamping
or manually directed power tampers or plate vibrators. Unless
otherwise specified, heavy equipment including backhoe mounted
powertampers, or vibrating compactors and manually directed vibrating
rollers, shall not be operated within 2 feet of any structure.
Towed or self-propelled vibrating rollers shall not be operated
within 5 feet of any structure. Compaction by means of drop weights
operating from a crane or hoist will not be permitted.
The passage of heavy equipment will not be allowed: (1) over cast -
in -place conduits prior to 14 days after placement of the concrete;
(2) over cradled or bedded precast conduits prior to 7 days after
placement of the concrete cradle or bedding; or (3) over any type
of conduit until the backfill has been placed above the top surface
of the structure to a height equal to one-half the clear span width
of the structure or pipe or 2 feet, whichever is greater.
Compacting of fill adjacent to structures shall not be started until
the concrete has attained the strength specified in Section 10 for
this purpose. The strength will be determined by compression
testing of test cylinders cast by the Engineer for this purpose and
cured at the work site in the manner specified in ASTM Method C 31
for determining when a structure may be put into service.
23-4
SCS-NEH-20 4/86

7
When the required strength of the concrete is not specified as
described above, compaction of fill adjacent to structures shall not
be started until the following time intervals have elapsed after
placement of the concrete.
Structure Time Interval
Retaining walls and counterforts
(impact basins) 14 days
Walls backfilled on both sides
simultaneously 7 days
Conduits and spillway risers, cast -
in -place (with inside forms in place) 7 days
Conduits and spillway risers, cast -in-
place (inside forms removed) 14 days
Conduits, precast, cradled 2 days
Conduits, precast, bedded 1 day
Cantilever outlet bents (backfilled)
both sides simultaneously) 3 days
REWORKING OR REMOVAL. AND REPLACEMENT OF DEFECTIVE FILL
Fill placed at densities lower than the specified minimum density
or at moisture contents outside the specified acceptable range of
moisture content or otherwise not conforming to the requirements
of the specifications shall be reworked to meet the requirements
or removed and replaced by acceptable fill. The replacement fill
and the foundation, abutment and fill surfaces upon which it is
placed shall conform to all requirements of this specification for
foundation preparation, approval, placement, moisture control and
compaction.
8. TESTING
During the course of the work, the Engineer will perform such tests
as are required to identify materials, to determine compaction
characteristics, to determine moisture content, and to determine
density of fill in place. These tests performed by the Engineer
will be used to verify that the fills conform to the requirements
of the specifications. Such tests are not intended to provide the
Contractor with the information required by him for the proper -
execution of the work and their performance shall not relieve the
Contractor of the necessity to perform tests for that purpose.
23-5
SCS --NEH-20 4/36

9
Densities of fill requ
by the Engineer in acc
or D 2937 except that
particles larger than:
specified for the type
the volume and moist w
of density or if using
density to bring it to
comparison. The densi
percent compaction of
moisture content will
ASTM Method D 2216 or:
MEASUREMENT AND PA
For items of work for w
the contract, the volum
earthfill within the sp
be measured and compute
average cross-sectional
deduction in volume wil
appurtenances.
The pay limits shall be
that earthfill required
of the foundation, outsi
included in the measurem
overexcavation is direct
material and where the u
Contractor's improper co
Contracting Officer.
:ng Class A compaction will be determined
.dance with ASTM Method D 1556, D 2167, D 2922
.e volume and moist weight of included rock
ose used in the compaction test method
f fill will be determined and deducted from
ght of the total sample prior to computation
he nuclear gauge, added to the specified
he measure of equivalent composition for
so computed will be used to determine the
e fill matrix. Unless otherwise specified,
determined by one of the following methods:
3017.
Bch specific unit prices are established in
of each type and compaction class of
ci£ied zone boundaries and -pay limits will
to the nearest cubic yard by the method of
end areas. Unless otherwise specified, no
be made for embedded conduits and
s defined below, with the further provision
o fill voids resulting from overexcavation
e the specified lines and grades, will be
n for payment only where such
c by the Engineer to remove unsuitable
suitable condition is not a result of the
struction operations as determined by the
Method 1 The pay limits shall be as designated on the drawings.
Method 2 The pay limits shall be the
foundation when approvedfor placement
neat lines of the fill s rface.
Method 3 The pay limits Ishall be the
foundation when approved or placement
surface of the completed fill.
measured surface of the
of the fill and the specified
measured surface of the
of the fill and the measured
Method 4 The pay limits hall be the specified pay limits for
excavation and the specif ed neat lines of the .fill surface.
Method 5 The pay limits hall be the specified pay limits for
excavation and the measur d surface of the completed fill.
23-6
SCS-NEH-20 1 4/86

Method 6 Payment for each type and compaction class of earthfiil
will be made at the contract unit price for that type and compaction
class of fill. Such payment will constitute full compensation for
all labor, materials, equipment and all other items. necessary and
incidental to the performance of the work.
Method 7 Payment for each type and compaction class of earthfill
will be made at the contract unit price for that type and compaction
class of fill. Such payment will constitute full compensation for
all labor, materials, equipment and all other items necessary and
incidental to the performance of the work, except furnishing,
transporting, and applying water to the foundation and fill
materials. Water applied to the foundation and fill materials will
be measured and payment will be made as specified in Construction
Specification 10.
All Methods The following -provisions apply to all methods of
measurement and payment. Compensation for any item of work
described in the contract but not listed in the bid schedule will be
included in the payment for the item of work to which it is made
subsidiary. Such items and the items to which they are made
subsidiary are identified in Section 10 of this specification.
23-7
SCS-NEH-20 4/12/64

10. ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this
specification and the construction details therefor are:
a. Earthfill
(1) This item shall consist of the construction of earthfill
required to install the subsurface drains and repair
existing diversions that prevent surface runoff from
entering the waste treatment lagoon. The earthfill
material backfilled into the trench above the filter
material shall be classified as SC or CL material in
accordance with the Unified Classification System unless
otherwise approved by the engineer.
(2) The maximum thickness of lift before compaction shall be
nine (9) inches. Compaction shall be Class C by two (2)
passes of a manually directed compactor or other
equipment as approved by the engineer.
(3) Section 9 on measurement and payment does not apply.
SCS -NC (23-8)

CONSTRUCTION SPECIFICATION
24. DRAINFILL
1. SCOPE
The work shall consist of furnishing, placing and compacting
drainfill required in the construction of structure drainage
systems.
2. MATERIALS
Method I Drainfill materials shall conform to the requirements of
Material Specification 521. At least 30 days -prior to delivery of
the materials to the site the Contractor shall inform the
Contracting Officer in writing of the source from which he intends
to obtain them. The Contractor shall provide the Engineer free
access to the source for the purpose of obtaining samples for
testing.
Method 2 Drainfill materials shall be sand, gravel, or crushed
stone or mixtures thereof obtained from the specified sources.
They shall be selected as necessary to avoid. the inclusion of
organic matter, clay balls, excessive fine particles or other
substances that would interfere with their free -draining properties.
3. BASE PREPARATION
Foundation surfaces and trenches shall be clean and free of organic
matter, loose soil, foreign substance, and standing water when the
drainfill is placed. Earth surfaces upon or against which
drainfill will be placed shall not be scarified.
4. PLACEMENT
Drainfill shall not be placed until the subgrade has been inspected
and approved by the Engineer. Drainfill shall not be placed over or
around pipe or drain tile until the installation of the pipe or the
has been inspected and approved.
Drainfill shall be placed uniformly in layers not more than 12
inches deep before compaction. When compaction is accomplished by
manually controlled equipment, the layers shall be not more than 8
inches deep. the material shall be placed in a manner to avoid
segregation of particle sizes and to insure the continuity and
integrity of all zones. No foreign materials shall be allowed to
become intermixed with or otherwise contaminate the drainfill.
Traffic shall not be allowed to cross over drains at random.
Equipment crossovers shall be maintained, and the number and
24-1
SCS-NEH-20 4/86

location of such crossovers shall be established and approved prior
to the beginning of drainfill placement. Each crossover shall be
cleaned of all contaminating materials and shall be inspected and
approved by the Engineer before additional drainfill is placed.
Any damage to the foundation surface or the sides or bottoms of
trenches occurring during placement of drainfill shall be repaired
before drainfill placement is continued.
The upper surface of drainfill constructed concurrently with
adjacent zones of earthfill shall be maintained at an elevation at
least one foot above the upper surface of the adjacent fill.
Drainfill over or around pipe or drain tile shall be placed in a
manner to avoid any displacement in line or grade of the pipe or
tile.
Drainfill shall not be placed adjacent to structures until the
concrete has attained the strength specified in Section 9 of this
specification. The strength shall be determined by compression
testing of test cylinders cast by the Engineer for this purpose and
cured at the work site in the manner specified in ASTM Method C 31
for determining when a structure may be put in service.
When the required strength of the concrete is not specified as
described above, placement of drainfill adjacent to structures
shall not be started until the following item intervals have elapsed
after placement of the concrete.
Structure Time Interval
Retaining walls and counterforts
(impact basins) 14 days
Walls backfilled on both sides
simultaneously 7 days
Conduits and galleries, cast -
in -place (with inside forms in place) 7 days
Conduits and galleries, cast -
in -place (inside forms removed) 14 days
Conduits, precast, cradled 2 days
Conduits, precast, bedded 1 day
Cantilever outlet bents backfilled on
both sides simultaneously 3 days
24-2
SCS-NEH-20 4/86

5. CONTROL OF MOISTURE
The moisture content of drainfill materials shall be controlled as
specified in Section 9. When the addition of water is required, it
shall be applied in such a way, as to avoid excessive wetting to
adjacent earth fill. Except as specified in Section -9, control of
moisture content will not be required.
6. COMPACTION
Drainfill shall be compacted according to the following requirements
for the class of compaction specified:
Class A compaction. Each layer of drainfill shall be compacted to a
relative density of not less than 70 percent as determined by ASTM
Method D 4254.
Class I compaction. Each layer of drainfill shall be compacted by
at least 2 passes, over the entire surface, of a steel -drum
vibrating roller weighing not less than 5 tons and exerting a
vertical vibrating force of not less than 20,000 pounds at least
1200 times per minute, or by an approved equivalent method.
Class II compaction. Each layer of drainfill shall be compacted by
one of the following methods or by an approved equivalent method:
a. At least 2 passes, over the entire surface, of a pneumatic -
tired roller exerting a pressure of not less than 75 pounds
per square inch. A pass is defined as at least one complete
coverage of the roller wheel, tire or drum over the entire
surface of the layer.
b. At least 4 passes, over the entire surface, of the track of a
crawler -type tractor weighing not less than 20 tons.
C. Controlled movement of the hauling equipment so that the entire
surface is traversed by not less than one tread track of the
loaded equipment.
Class III compaction. No compaction will be required beyond that
resulting from the placing and spreading operations.
When compaction other than Class III compaction is specified
materials placed in trenches or other locations inaccessible to
heavy equipment shall be compacted by means of manually controlled
pneumatic or vibrating tampers or by approved equivalent methods.
Heavy equipment shall not be operated within 2 feet of any
structure. Vibrating rollers shall not be operated within 5 feet
of any structure. Compaction by means of drop weights operating
from cranes or hoists will not be permitted.
24-3
SCS-NEH-20 4/86

7. TESTING
The Engineer will perform such tests as are required to verify that
the drainfill materials and the drainfill in place meet the
requirements of the specifications. These tests are not intented
to provide the Contractor with information he needs to assure that
the materials and: workmanship meet the requirements of the
specifications, and their performance will not relieve the
Contractor of the responsibility of performing his own tests for
that purpose.
8. MEASUREMENT AND PAYMENT
For items of work for which specific unit prices are established in
the contract, the volume.of drainfill within the neat lines shown
on the drawings will be measured and computed to the nearest cubic
yard. Where the Engineer directs placement of drainfill outside the
neat lines to replace unsuitable foundation material, the volume of
such drainfill will be included, but only to the extent that the
unsuitable condition is not a result of the Contractor's improper
construction operations as determined by the Contracting Officer.
Payment for drainfill will be made at the contract unit price for
each type of drainfill, complete in place. Except as otherwise
specified in Section 9, such payment will constitute full
compensation for all labor, materials, equipment and all other items
necessary and incidental to the performance of the work.
Compensation for any item of work described in the contract but not
listed in the bid schedule will be included in the payment for the
item of work to which it is made subsidiary. Such items and the
items to which they are made subsidiary are identified in Section 9
of this specification.
24-4
SCS-NEH-20 4/86

9. ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this
specification and the construction details therefor are:
(a) This item shall consist of placement of the filter material
required for construction of the subsurface drains as shown
on the drawings.
(b) Materials shall conform to Method 2.
(c) The filter material surrounding the 60 diameter slotted
corrugated polyethylene drainage tubing (Zone 1) shall be
graded as follows:
Sieve
% Finer
1 1/2"
100
3/4"
90-100
3/8"
60-100
#4
40-100
#10
20-60
#20
0-35
#40
0-15
#100
<5
#200
<3
The sieve size shall be U.S. Standard. The percent passing
shall be measured by weight.
The filter placed above Zone 1 (Zone 2) shall be graded as C-
33 concrete sand.
Compaction of the filter materials shall be Class III
compaction.
No addition of water is required for moisture control of the
filter material.
The section on measurement and payment does not apply.
The trench shall be adequately dewatered during the placement
of the filter material.
SCS -NC (24-5)

CONSTRUCTION SPECIFICATION
400. CORRUGATED POLYETHYLENE DRAINAGE TUBING
I. SCOPE
The work shall consist of furnishing and installing 6 -inch
diameter slotted and non -perforated corrugated polyethylene
drainage tubing as shown on the drawings and as specified herein.
2. MATERIALS
The pipe shall meet the requirements of the Natural Rersources
Conservation Service National Engineering Standard and
Specification for Subsurface Drain, Code 606.
3. HANDLING
When handling and placing plastic pipe, care shall be taken to
prevent impact blows, abrasion damage, and gouging or cutting.
All special handling requirements of the manufacturer shall be
strictly observed.
4. EXCAVATION
Excavation shall be in accordance with Construction Specification
21.
S.. LAYING THE PIPE
The drainage tubing shall be installed to the lines and grades
shown on the drawings. It shall be firmly and uniformly placed on
a bed of the specified filter drainfill. The tubing shall be laid
such that there is no reverse in grade. The tubing shall be
loaded sufficiently during placement of the filter drainfill to
prevent its being displaced from its original placment.
6. FITTINGS
Fittings shall be of the same or similar materials as the tubing
and shall provide the same durability and strength as the tubing.
7. BACKFILL
Backfill shall be placed and compacted in accordance with
Construction Specification 23 or 24.
SCS -NC (400-1)

S. ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this
specification and the construction details therefor are:
(a) This item shall consist of furnishing and installing:
1. 6 -inch diameter non -perforated drainage tubing from
station 0+10 to station 1+00 on subsurface draing number
1.
2. 6 -inch diameter slotted corrugated polyethylene drainage
tubing from station 1+00 to station 5+50 on subsurface
drain number 1 and from station 0+10 to station 5+25 on
subsurface drain number 2.
3. Ten feet length of 8 -inch schedule 40 PVC outlet pipe
from station 0+00 to station 0+10 at each of the
outlets. An approved animal guard shall be installed in
each outlet.
(b) An approved source for the tubing is Crumpler Plastic Pipe,
Inc., in Roseboro, North Carolina. Other sources must
receive prior approval by the Natural Resources Conservation
Service.
SCS _NC 400-2)

08/25/95 FRI 10:21 F-kl 910 525 5801 app -L,44-
wj vYD
PROJECT:
PATZIG TESTING LABORATORIES CO., INC _
1 slsrA6-5101 3922 DELAWARE AVENUE -
ItABORAT E DES MQfNFS, IOWA -503' 3
us. No. 231393
dAT6 December 30, 1488
To Crurn 1 er Plastic Pipe, Inc.
P.O. Box 68
C a 28382
1631 ON 6" Diameter Slotted Carni ated Polyethylene Drainage Tubing
sus"nTED ay Above
SENDER'S P40 UARKEL
DATE RECE,vEn 1218/88 _ a.TzTnTw. 12 - mw
EMI HAM
Following are the results of•tests performed an six .inch diameter slotted corrugated
polyethylene drainage tubing. Tests -were made 1n accordance with ASTM F405-85 and
the additional provisions of Soil Conservation Service National Engineering Standard
and Specification for Subsurface Drain, Code 606, revised October, 1980. Samples
were conditioned .for more than 40 hours at 73 ± 20F prior to test -and tested in a
laboratory temperature of 73 + 20F. Test results are as follow:
Average of Specification
3 Samples Reouireaents
Inside Diameter 06R - 3,
Thickness of Crown 44 mil 1S mil min
Sidewall 62 mil 15 mil min
Valley 79 mil 15 mil min
Water Inlet Area
Perforations per foot 60 ----
Width 0.040 1/8° max
Length 0.69" 1.25" max
Area 1-.66 sq.in_/ft. 1.0 min.sq.in/ft
Woricnanship - Visual inspection of the sample indicates. that the material is hv=7
geneous, uniform and free of defects. Perforations are reasonably uniform in size,
uniformly spaced along the length, and generally centered in the valley. In our
opinion, cleanly cut perforations exceed 1.0 sg.in_ per foot. .
Marking - No markings were identified on the samples submitted.
TUBING STIFFilESS
(ASTM D Z, Para el -P1 ate)
Wei ght,
Samole No. tMs. 2@r ft.
—mow
2 321.8
3 317.5
Average: 318.2
Specification Requirement, min:
Standard.
Heavy Duty
AASHTO M252
'NIS REPORT 13StI8.IECT Ta TNIZ All
/IMO TO TME CQMnIE71El6IYE7i&=
FORM 100 of ACCURACY App AVOIDANCE Oi
IM"ESSIONS MANY Of CTJNVEYED.
AUT14"am ONLY 704JECr Ta Dull
Pica Stiffness.- PSI
51 Defl ecti on I uev get t ecti on
49.7 37.4
47.8 .36.0
50.0 361.8
4. 3.
Z4 13
30 25
35
r" of of T" &&MFV-
E fM TH8 tNTERE5Ti

UNI1 ED STATES NATURAL RESOURCES 4405 Bland Road, Suite 210
DEPARTMENT OF CONSERVATION Raleigh, North Carolina 27609
AGRICULTURE SERVICE Telephone. [phone]
Subject: ENG - Request for Soil Mechanics Services
TDM Farms
Sampson County, South Carolina
To: Danny McCoole Acting Head, SMI,
USDA -Soil Conservation Service
501 Felin Street
P.O. Box 6567
Ft Worth, Texas 76115
Attached are the following:
1. Form SCS -ENG -356 Request For Soil Mechanics Services
2. Form SCS -534 Soil Sample List
3. Soil Log Sheets (5 sheets)
4. PATZIG Testing Lab Results for 6 -inch pipe
Data August 28,1995
File Coda 210
Two (2) soil samples were shipped from Raleigh, North Carolina in one box by UPS carrier on August 23, 1995.
Test samples for gradation and give recommendations for construction or installation of a subsurface drain. Also
attached is the lab test results for the 6 -inch pipe that considered for use_
(�t;— ���
Kim Kroeger
Geologist
Attachments
cc: Harry Gibson, State Conservation Engineer, Raleigh, NC
Dean Bingham, Civil Engineer, Goldsboro, NC
Wilson Spenser, District Conservationist, Clinton, NC

• SC3-EN"56
(Rev. 7-73)
REQUEST FOR SOIL MECHANICS SERVICES
U.S. DEPARTMENT OF AGRICULTURI
SOIL CONSERVATION SERVIC£
FOR USE OF ORIGINATING OFFICE
FOR USE OF ORIGINATING STATE OFFICE
FOR USE OF TESTING FACILITY
FROM:Kim Kroe er, Geologist
ORDER NO.
USDA — Nat. Res. Con. Service
APPROPRIATION C0_01
& FIN. PROD.
OBJECT CLASS
WORK
ORDER NO.
4405 Bland Road, Sui[e 205
Raleigh, North Carolina
ACTIVITY CODE
DATE SAMPLES
2 609
EST. COST S
RECEIVED
TECHNICAL
APPROVAL
Aug.
ADMIN.
DATE
APPROVAL
TO BE FILLED IN BY ORIGINATING OFFICE
1. NUMBER OF SAMPLES: UNDISTURBED DISTURBED 2
2. SITE OR PROJECT KDM Farma
3. WATERSHED OR LOCATION Sampson County, NC
<. DESCRIPTION OF PROJECT (PLANS, PROFILES, AND SITE INVESTIGATION REPORTS SUBMITTED):
(date)
MAXIMUM HEIGHT
A. EARTH DAM CONSTRUCTION: STRUCTURE CLASS (Eng. Memo. 27) OF DAM
ELEVATIONS: TOP OF DAM
WIDTH:
PROPOSED
SLOPES:
PERMANENT POOL
INVERT OF PRINCIPAL UPSTREAM
SPILLWAY OUTLET BERM
UPSTREAM
BERM
DOWNSTREAM
BERM
UPSTREAM DOWNSTREAM
DRAINAGE AREA (ACRES) (SQ.MI.)
EMERGENCY
SPILLWAY
DOWNSTREAM
BERM
FLOODWATER
DETENTION TIME
CLASS OF
COMPACTION
(Standard Specifications SCS)
B. OTHER PROJECTS (SPECIFY - SOIL CEMENT STABILIZATION. POND SEALING, CHANNEL, ETC.)
tile drain
S. JOB TO BE DESIGNED BY (SPECIFY SCS. STATE. CONSULTANT, OR OTHER) MRCS
b. COPIES OF REPORT TO: Dean Bingham, CE, Room 116, Federal Building, 134 North Johns St.,
Goldsboro, NC 27530-3676 FAX copy to (919)-735-0848
Harry Gibson and Kim Kroeger at above address.
7. REMARKS ON ANALYSES DESIRED: Gradation and recommendations for a filter.
To Testing Facility
(1) ORIGINAL

Sc�.ss.
MAY ss
UNITED STATES OEI'ARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL SAMPLE LIST
SOIL AND FOUNDATION INVESTIGATION
LOCATION Sampson County, NC
OWNER KDM Farms
wATXPMHED SUB -WATERSHED SITE Na
susurrr a By Kim Kroeger CATER - 23 19 95
UPS -----
sfNT BY GOVERNMENT B/L NO.
ICARRIER)
LAR NCL
FIELD
SAM FILE
N8.
SAMPLE OESCRIPTION
OEprN
TYPE OF SAMPLE
LOCATION
- CRIO OR STATION
FROM
TO UNOIST.
DIST.
1-1
6.0
18.0 I
X
1-2
I 9.0
P-0 I
I X
I
� �
I
I
Two sample shipped from Ra
eigh, NC by UPS oj
August
23, 4995
I in one sma� l box.
I
I
I
I I
Samples sh�pped from regul4ted
area. I
I
I
I � I
I
I I I
ORIGINAL TO SOILS LASCRATOMY
COPY TO E AHO WP UNIT 7
OISTRIBUTZ OTHER COPfES AS DIRECTED By STATE CONSERVATIONIST SKEV 1 OF SHEET?

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�e V
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
• Non -Discharge Permit Application Form / Survey RECO d` EL)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste OperaMin25
1 1997
The following questions have been completed utilizing information ���IP,ko-
Division. Please review the information for completeness and matte any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: -7c3v 7
1. 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.
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
Applicants Initials
P' N'
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; A N
3 _ Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: Pork Ch Hill
2. Print Land Owner's name: Newton Grove Grain & Feed
3. Land Owner's Mailing address: Box 155 _
City: Newton Grove NC Zip: 28366
Telephone Number: X94-0219
P N.
4. Couniv where farm is located: Sampson
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): On south side of SR 1800 approx 1 mile west of Hwv. 701.
6, Print Farm -tanager's name (if different from Land Owner): TDM Farms. Inc.
7. Lessee's / Integrator's name (if applicable; please circle which type is listed):
82-94
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
I. Farm No.: -94
2_ Operation Description: _Swine operation
Farrow to Wean
2000 - Certified Design Capacity
Is the above information correct? C yes; Fino. If no, correct below using the design capacity of the facility
v of Swine No. of Animals Type of Poultry No. of Animals Zvpe of Cattle No. of Animals
0 Wean to Feeder 0 Laver 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) QDb 0 Turk -
e -0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow) G
Other Type of Livestock on the farm: e No. of Animals: r
3. Acreage cleared and available for application: 41.00 ; Required Acreage (as listed in the CAWMP): 1
4_ Number of Lacoons: 2 ; Total Capacity: _ 1. $b1. /00 Cubic Feet (ft3)
Number of Storage Ponds: ;Total Capacity: Cubic Feet (f[3)
5- Is animal waste being applied on any Feld which has subsurface drains? YES or (hi V J (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
I V . APPLICANT'S CERTIFICATION: Q
L _ ULLAV lsn CG40./k Ga.;r, r4,rid Emu✓ (Land Owner's name listed in question 11.2), attest that
this application for Park Civa.e Hill (Farm name listed in question 11. 1)
has been reviewed by me and is accurdte and complete to the best of my knowledge. I understand that if all required parts of this
application are not co plet and that if I required spng i o ation and attachments are not included, this application package
will be retu i {
Signa k r_ Date
3 OLr7 7
V. MANAGER'S CERTIFICATION: (complete onl}, if different from the Land Owner)
I, DM Fca-., 5 T,(—. (Manager's name listed in question II.6), attest that this
application for Pork- , (Farm name listed in question ILI)
has been reviewed by me and is accu ate and complete to the best 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 be returned a incomplete_
Signature✓ ��� c, Date ]z A424 7
THE COMPLETED APPLICATION PACKAGE. INCLUDING :ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

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Report: :
P_rlditfciiai storage for � months ie included in the design to diiO4_
for disposal every 6 months. This storage includes waste production of.
Planning and Design
Waste Management System
Fierring'Brothers Sampson County .N.C.-
October 1975
'INTRODUCTION l{^'�'.�'' � : _ - #
Mr.' David., cooperator with the Sapsori Sr+7CD= and in
of his brothers has requested assistance for the planning, design and .„:
layout of a swine waste management system. '. :. -• . s.._ . .
The Herrin; Brothers' operation is located gust off of SR 1800
._
which is'approrimately 2 miles south of Newton Grave, N. C. It is
-
locatedon the Great Coharie Creek at Coharie Quadrangle coordinates
-.-.,.:350-
17:8'- and 780 21.5' (see Construction Drawings- sheet 1 of 2) .
SITE CONDITIONS
There are no residences located within 1000 feet of the disposal
lagoon:. Tze soil type of the construction site is a Wagram loamy sand..--.-. '
(see Appendix 1). This is a deep well drained soil on a gently sloping-"
ridge. The texture of the A horizon is loa=y sand to fire Band (SH).
The texture of the B horizon is sandy loam to sandy clay loans (SC).
-`--^- =
This site has moderate limitations for use as a disposal lagoon due to
=_
seepage. However there, are no hazards to polluting the ground water _
table since experience has shown that these soils will seal over very =
-
rapidly.
Because of the texture and well drained conditions of this soil'
there are no serious erosion problems involved in the proposed work.
DESIGN
The landcw-ers plan to use this site principally as a farrowing
and nursery operation. The facilities allow for finishing a ma.%imum
of 1050 hogs at this site. All pigs over 1050 will be_finished at
azothe= site. the design allows for a future expansion of 1000 sows
for breeding and farrowing purposes (see Appendix 2 sheet 1 of 3).'
-
A single lagoon is adapted to this site. It is designed for
anerobic treatxent plus the te=oorary storage needed for disposing of
the of;luent t -.:o times each year. To determine the vole of storage
needed for treatment the numbers. of animal units were converted to
pot: -Ida of live waight (see Appendix 2 sheet 1 of 3). The total live
weight was then divided by 150 cu. ft. per 150 lbs. of live weight,
P_rlditfciiai storage for � months ie included in the design to diiO4_
for disposal every 6 months. This storage includes waste production of.

A diversion will be needed to divert surface water from the lagoon.
All runoff from the buildings will be diverted away from the lagoon.
All disturbed areas will be seeded or sprigged to adapted grasses
ugon comuletion of construction work.
'pipe inlets will be adequately supported and e_=ended far enough
int --N the lagoon to dispose of the influent beyond the toe of any side
slope.
The estimated bill of mate:?.als and cost are si c'1n in _Yperdim 5.
?L?N FOR 0?:n-MON
1. Fill with water to elegy. -tion 40.0 before loading.
ddd rater as needed to ,aintain desiQ ed elevation.
2. :rhers possible start loading at the beginning of
17a--- i:--3ths . Tie:e -s ,=_tle biological activity
,;,he7 liquid tele=atu_e is below 450 F. (7.20C).
2esc o::oration is at te-peratures greater than. 700 F.
(21C Cj
3. Load daily. Do not excecd design loading rates of
6 3 62 lbs , per day ar 404, cu, f t , per day.
8.4 lbs. per day per 100 lbs. of live weight, plus wash water estimated
_
at 2000 gal. per Week, plus excess rainfall of 12 inches per year, plus .
the 25 yr. 24 hr. storm of 7 inches (see Appendi : 2 sheet 2 of 3) .
A Stage Storage Chart was developed (see Appendix 3) to determine
-.:.
the desire elevation of the treat=ent pool, and the maxi=um elevation -
:;__'
of liquid before disposal must be made. The design includes 2 feet : for.: ;-- . '
>
freeboard.
-``
The landc-aner plans to irritate the excess effiueat 'on Coastal s
-
Bes uda sod. He will clear as needed and sprig _-(See Appendix 1 =_-
_
_
-.areas
and Construction Drawingssheet 1 of 2) . The system is designed so
that'no dischar-e will be allowed to enter surface -waters.
-
PROPOSED PLAN
-
The embankment design calls for 3:1 side slopes both sides with a
12 foot top. A cut-off trench is specified. The fill will be bcrroi-:ed
_Yam the lagoon area which very suitable for dam construction (see' is
.is
Appendix 4) . The soils' left undisturbed in the lagoon lend themselves.
to sealing over very rapidly. So no serious hazards to polluting the
ground water table are reco,. ized (see Appendi= 1) .
A diversion will be needed to divert surface water from the lagoon.
All runoff from the buildings will be diverted away from the lagoon.
All disturbed areas will be seeded or sprigged to adapted grasses
ugon comuletion of construction work.
'pipe inlets will be adequately supported and e_=ended far enough
int --N the lagoon to dispose of the influent beyond the toe of any side
slope.
The estimated bill of mate:?.als and cost are si c'1n in _Yperdim 5.
?L?N FOR 0?:n-MON
1. Fill with water to elegy. -tion 40.0 before loading.
ddd rater as needed to ,aintain desiQ ed elevation.
2. :rhers possible start loading at the beginning of
17a--- i:--3ths . Tie:e -s ,=_tle biological activity
,;,he7 liquid tele=atu_e is below 450 F. (7.20C).
2esc o::oration is at te-peratures greater than. 700 F.
(21C Cj
3. Load daily. Do not excecd design loading rates of
6 3 62 lbs , per day ar 404, cu, f t , per day.

1) impair e=de6 areas i=edi=rely and vebetate.
3. ADP17 500 lbs. pe_ ac. of 10-10-10 fertilize_ each
year to maintain good vegetative cover.
4. flush all irrigation lines with clear v-ater afte_ each
i.. ga_iti r to help prolong life of equipment. -
Date: Cctcbe- 131 1375
3
Measure pH frequently. Op ti::mua pH is about 6.5. =
_
Add 1 lb. per 1000 sq. feet daily of hydrated
lime or lye until pH reaches 7.
Note: The most frequent cause of low pH _
in anerobic lagoons is shock loading
7.
(exceeding design loading rates),
-
Therefore -it' is i=ortant to 'load
_
daily.-
_
�r
Maintain storage levels between elevation 40.0
-: -.
and elevation 43.0 by appl7ing contents to'fields -
-
:
- - -
two tines each year..-
ear.:5.
6.
Take la-con samples of the liquid and have analyzed
_
for total nitrogen,,paosphorous and potassium. Use
in,:Formation for dete--.-dning actual amount of liquid
-
to be applied per acre at each irrigation. estimated _
amount to be applied is .8 ac. in. at each irrig?tion. -
PLAN FOR KAINFFNA C£ :. =
1.
Keep vspetation mcwed on e_—'oanIment and areas adjacent
-
to laoccz. Do not let tees become established on any
part of embar:?L.,ent .
1) impair e=de6 areas i=edi=rely and vebetate.
3. ADP17 500 lbs. pe_ ac. of 10-10-10 fertilize_ each
year to maintain good vegetative cover.
4. flush all irrigation lines with clear v-ater afte_ each
i.. ga_iti r to help prolong life of equipment. -
Date: Cctcbe- 131 1375

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(cCntinust on back)
?;C-£i;G-:3b {JS) AIC U: S. DEPARTMENT OF AGRiCULTf1R£
===
Sail Conservation Service
_/76
:?ECiFiCrlTI0iJ5 FOR CviS-R CiaJW;4?RSN
-{
.:
Clearina: All trees and brush shall be re-cved from the i:i.poundment ares before any water is
impounded. Whenever practical, this clearing should be delayed until after the dam is built to
hold erosion and dor+nstrearl se�+isentatior. tc a minimum. Stumps may be removed or .trees maybe -
'..i":�� -
- sawed aff as lc« as practical and stumps le<< standing_.-.
. .:. -"-•
The foundation of the ampaundmnn= struct ire (dam) shall be cleared of all trees-,
stumps, roots, brush, sad, and debris. All sturos and all roots exceeding one (1).inch in
diar,:eter shall by re:7oved to a minimum depth o; one (I) foot. Satistactrj di5posi.tion Will-be
-
-:,:lade of all debris- -
`Atter clearine is completed the foundation area shall be loosened. throughly;.and_;-
�, -
roughly;; 12veled,.witL suitable'eGuipraent, before placement tif. any :e^LanJcienL mater-ial'�
Cutaf (:Trench. ' A 'cutoff. trench shall' `be excavated as 'shown on the "plans: The cutoff-tranc!�:
snal.i:_be- backfilled in thin layers, not _to--exceed J3- inches in .depth.-• nl l' standing.Water.-shall'_'-:
�-_
.be removed from -the trench before backfilling is started.'-
`
£,^ibank,nent Construction:' The materiaT p?aced in 'he embankment shall be free or-sod,' roots,
stones over 6 inches in diameter, and ot`er'ebfectionable materials:' Tfe_fall material shall. b=.
_
pieced and spread over the entire fill..in .layers not to exceed 8'inccas in thickness'. Con-
struction of the fill shall he undertaken only at such tines that .th= moisture content a.f.:the --
fill material will per, it a reasonable Cegre= o` "cc spaction: The responsible SCS technician
s:,,ali be rzsponsible for moisture determir,a_icr:." I:
-_
F i1 ,Ma-a ia1s: Bcrro-a areas will' be` des' ig=lc ed on the plans and assicn=_=d priority (T, 2', 3,
z*__ )_ All fill mat_riai shall be takers from these designated areas. "SLS technicians :riil advise
CU tractor re ?-� :'.0 the i:Ll :.11,7i dei= ;1
r
1 - �U; in each torrU':J ar.= -e cCntrac-,or. will 110-rexc__d
_his depth: i s exceeded- in the i ; pours,--en= _re=,- it shal l be
. in the event this dapt
of Z�: cor,`rac-or, init:scut, a,-I cost o tete lar._....,._. , t-.cover the exposed
_ -
a^ea lith a mini:mu—, _- 2 <eet of impervious
F duit Fir _ ,Jh=n it is incicet=_J ^n the pi_�5 t!at a risme _.. �_.. moi-
:�
a
_ -, =c, ^ej rti ,.._ _' �^ as a ccrnNl ate_ wr't. T;+a in let �* '' - _ srtcuia he protected
L'v an inverted bucker-tjp;, Or an Eeual -__- •�❑_ of trash The con'uit s'r.,ll he
'snali
.
__%.
7,acsed on a firm f'- T _. ... 3e,c'C_a7 bark'a1i material p._- 'round the riser and..
pe in la,r5 , not exceedinc 4 inches anC. e_c`: successive layer _ lrouciiq Lu...
r J Control Cji - C c n s rilc:-G:l: Stri:: icy or e';bankr:,ent and ter^,l:J arim-z_ 5hZaI i to Cana
-ar t e te=orar- ,7,, C pir:tte -iC all
s _; ar,, nee .. ;r. a mol-•-;1 s2Gaence a; ccr:s�, uctien. Use � _ 'i h c� n cel a
a '.
T. _=d ar2as . ,_ _. _ su,`eC= :� ara5ion ?PJ -wi ,i not have Si^S cr ;, a�'itianaI •:JCr< cm-1-
l 2 use where forelr.c o,
-0 30 da,r_ or -ore. 1�-cerary slree-.1 Cres7il sLruL",res -will
-
s:-'ea-3 wl i l c3-:se 23:?SS i'!e sedi-i, int cOl l s =i cnr=lection agal ns% O I lL'Lants S'.lC''l as
_ui5, fuel, 11 brico ts, se':Ja;a, A.c-, will be pr,vided during cons r:rc`_icn.
All _...bark:.ent soillrrav, and coria',, area shall be==e�.aa to An ad=-tere-
-_==acicn as s:,,,, aS Yoss'41e after co^strlcticg.
(cCntinust on back)

'E' ERAL
' = These specifications are to be made a proposed
par_ of detailed engineering plans of
the ra osed
embankment, spillway(s), and reservoembankment,
No changes nor deviations from these plans and specifications shall be allowed without a -
s' written amendment, in advance of "change, frcra the responsible technician of"..the Soil Conservation
All •faeilities,for impounding water shal 3_ cpmplx str.ictly.witii all state and local:.law5-
tregulating such.activity..
.The ,Soil: Conservation ,Service makes no warranty, expressed or ,imps ied of4 the :i,mpaunding �
`structure or...the'water Izalding"ability.of such astructure:....- _
JYN�,� fr_•_~r'��+ �V'T.:J��f .fr "•I•.•�ek{ Sf .*_`�• ant �:# '.i.•' _=t.-!- 1' -� j. -s e A e.� �5
-_: - w',� �. >1i _ : `..:'Sti ;' � •�:= < _. RESPONSIBILITIES'. QF:
:R Landowners _
} ----
f _
` The landowner will acquaint h7nis.al l .Pith ti.e Vprovisions of these plans and 5} peciiications to
datermine that the completed structure vii 11 +:'Ifi11 his present and future re=_dsr Inspecti"on
during construction grill be the .res'ponsibiI i o; the landorner.
;;:: :•:`... He may request inspection by SCS employees during construction and anon cc pletien or work.
4tlpre benzfits are to be received from Dover �_nt aazncies, or then ne dam fails under,.tha
Dem., Safety Law. of 1967',''inspection' and acprova i by SCS em;l o—ces arti
3-: icn actors.
_ n _-5 Will, 11c011 reasonable ncCic-a, cCn'uct a iiilal lino- _tcticn far st.-4c% C•
fi'an_c S'ii:li 3!1 Plans ar4I §.ei, ilCazioits �.� ncarilln� this _-,.rijrtlira iF,:p6rTi+ill 'trill d-2r'Iliii� _
fac_71'V CL'iPCt'_:i."n Of 1,iurI, SU tilat a @ubr:^_,va1 ri_,v Le Lri`r'S.`1 fct t'1_ _IiCibiIir"/f :f �?
I tC .1 _. t0 re'.el':°, bc.� - _ -� Jr c" ,'�^ ac..".L'r e. - . 5=ri:C_..ralb� .fir,aT
ezits Twill an C—ov S cc,_..0 '-ne 4ii tr
-afTant ,']_r be m.._dao to tie contracrGr, ant (c) the pool may be fill u:jfar the provisions Of
~a Dam Safety Law of 1957.
-2-
uT-
Tha contractor -.rill accua int hi^se l f wi = ; t a provisions of t.i_=a Pians ans_eci fic_�ticns,
cc*'iticrs at the s'L, that may affect his sc:secule e- Geer tion, ar.c gra lcCwt:cn and Lreantir,y
of all stakes on the site. Failure to do so ii'; not rel ie"e him of tl:: difficulties and cost -
_
;.:. ..ant to sa.t',sfactc v co;-„�letirig tale ::er°: in c=--Pliailca .-Iith s Pian- ,Plc sca,i”, C:.t'c=,s
and Gey :written or verbal cortract ~lith the lar;co`..mer. nl i b r.ch crad= and lire S,=_ es
rill ba left undisturbed and protect -e,_4 by t~e c:;ntract;,r to `acil:t_t_ =Str,c,icn and in-
jrze contractor, weather Permittinc, wiit sC-e1u';e his ';Pork !;, t a_ ^e wilt start cn t _
acrea'i date and wdr:, ;1;11 be a continuo s operation rntil sa_i5ruc:r;ril: co"_scted. ill d=.- *a=_
a
oc-;ur:,inC. o ccr.u{e ed work y ri s'P_ em2 t^ the C- I g c G•n,
or ,:laze. ,.is, by ,.: el n � c; oLn_. a=_ carie, j Lcn,`> _..
- �� •-a re 1zn5 li:iliL•r l7i Lthe c.o„l:rac Vr. Par—_'1a1 or r1 G;ma (-•.?i' :SrJr;. Qi:�•"��IC:C.'.J :k._LCJl_
.14.1 Gllf a.uJJC .fill b2 tl-lid- for by 4.`_ C;•n'. a[Lur. . I^ _�.. iJ il:C_ I.:..
st• cti_n ;till no" relieve the ccnLr_Ltcr fr= --cmpI-.irg in s-riG_
;darns and 4 c1' iCat1G 15.
'cn c3,p1 etio,i Cf t e ;�or!c, before miov ; r.c hi s ecu i P, wan = the c - -__ _ ',11 -1'. rc. rip, l: a
_
; .., _ , i by tea 1 ar ec.l:,•.er ar:d an e- Y i ot1=- G f t':1. 5 S. T.'.. _ ..t, ,c- . •:1i i : z". -2r. ret _-ve
''.
anvr!'ral that ail l7'v:". !1?S L227 GC�-j1@tC l satisfactorily end/Cr he •.._ =CC -^i= a --CSL' i=c..._
:ar. fry,. th- pians anspaciffl-ations in orcer t^at a final result in aCr"uv.'_i.
C. IiS. De:)artment of Acriculture - Sri; Ccn�ervati_n S= •:ica•
T::^e United States and its esipioyees are in no manner a party tz ^'r v_, .._l or vlrittz;1
be—_ -'jean the i?r,cc•r;ner and the contractor. SCS e-.c1Gyeas, 1'r't,4,- i il:.i = of Personnel
avaiia�i_, will inspac_ and advise on t2crni-^.:e during construction zo assure satisfactory -
C= I :.).M_'2 7-2ns and s,-eziflzaticn=
_ n _-5 Will, 11c011 reasonable ncCic-a, cCn'uct a iiilal lino- _tcticn far st.-4c% C•
fi'an_c S'ii:li 3!1 Plans ar4I §.ei, ilCazioits �.� ncarilln� this _-,.rijrtlira iF,:p6rTi+ill 'trill d-2r'Iliii� _
fac_71'V CL'iPCt'_:i."n Of 1,iurI, SU tilat a @ubr:^_,va1 ri_,v Le Lri`r'S.`1 fct t'1_ _IiCibiIir"/f :f �?
I tC .1 _. t0 re'.el':°, bc.� - _ -� Jr c" ,'�^ ac..".L'r e. - . 5=ri:C_..ralb� .fir,aT
ezits Twill an C—ov S cc,_..0 '-ne 4ii tr
-afTant ,']_r be m.._dao to tie contracrGr, ant (c) the pool may be fill u:jfar the provisions Of
~a Dam Safety Law of 1957.
-2-
uT-

r SCS -ENG -533 tJ 0 DEPARTMENT AGRICIlLTtlRS
546 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAKE � �' �' � n 3{r � � DISTRICT
DATE -7 COU'-hr1-y
S. C. S. PHOTO SHEET NO. WORK UNTT
WATERSHED AREA MEASUREMENTS
CROPLAND l-, ACRES PASTURE ACRES y
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERV U10- IST
SKETCH OF PROPOSED POND SHOWING ING W HERE BORINGS WERE MADE (Appr= scale feet)
Locate refarence Point -,n canter fine of dam and idendlt an sketch.
751
—
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SHOW BORING `UMBER AND PROFILE ±
f .W ie and fist darn -site and spillwat bo rrr.�s `ir5: then ,porded area --rd 5orrz.. fit 5orir:;s-s�-'a:_ with were'.— r.r _ - - II
D"� ?
iCon.^.i_ed an back wA= neres=rwJ Show -.a:er tablz elevat•'ons on dam -sitz Garin; . - -
SCai Ei
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4
METE UTILIZATION PT;AN
----------------------
owners nacre --:N .W^ON GROVE GRAIN ND FEED County : SAIM?SON
:jail Address-: NEWTON GROVE, NC
Type of production unit ---- .:ARROW TO WEAN,
vumi:er of
animal units -----. 2000
Type of waste facility---_ :Anaerobic Lagoon
Temporary
storage period-- . 180 days
Method of
applica icr_----- :IRRIGATE
Amount of
animal was__ produced-----------------
152 tons/year
Amount of
plant available N produced by ani nals- .
15000 ihs . /yea=
Commercial
N to apply or planned acreage -------- .
0 lbs./year
Your animal waste utilization plan has ween specifically
developed for your swine operation_. The plan- is based cr. the
soil types, crops to be grown_, and met Cd o; application for
your particular operation. The waste must. be land applied at a
specified _ate to -pre ert pollution of surface and/or C__ and
wa er. The plant nutrients in the animal `Taste should be used to
reduce the amount of commercial fertilizer required. for the crops
_ere the waste is to be applied. Th:
.s s waste-utilizat_cn ola=+
uses n, __ oCje = as the limiting g n =ries _ . Waste should be analyzed before each application cycle and annual soil tests
are encouraged so that -all plan_ nu___e =cs can be balanced for
realiazic yields ds oc c_,e crop to be grown -
Severa
l faccors are important in implementing you; waste
utilization_ _plan in order to maximize the fertilizer value of
c_^_e waste and to ensure that i t is applied in an
environmennaliv safe manner. Alwaysapplywaste based r'.='' the
needs of the c=op to be Crown and the nutrient content of the
waste. Ea not apply more nitrogen t_,.___ the crop Gan utilize.
. til yres are i i:.cr=a nt. as they have different` i= filz:rat_4 or
-a=eS_,__,.. leaching poce: c -.al . 'Haste shall not be applied Sri to
land arMing an greater than 5 cons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these gond__-cns may result inr'annl__ to
surface waters. Wind conditions should also he considered to
ay=id dz _f _ and downwind odor problems. To maximize the value
__________s for crop production and ..o reduce the potential
pc__...fi.._ , the idol e should he a;plied to a ,CrovAng crop or
f mcr _
- than 30 CG_S prior to planting. Soil incorpc_
az i o"
wR _e will conserve hL=r_enis and red -ace OCCr problems.

Page 2
The acres needed to apply the animal waste is based on typical
r_ut=ie: t content for this type of facility. Annual acreage
req%jirements may be more or less based on the waste analysis
report for your waste management facility.
`-'Oi3� WASTE UTILIZATION PLAN IS BASED ON TOE FOLLOWING:
Trac
Field Soil Crop
Yield Lbs. N Acres
Tbs. N Month to
No.
No. Type Code
/Acre /Tinit
Used
Apply
4723
2 Wa3 K
0 300.00
100
S -APRIL
4 723
2 Wa3 B
4.7 30.00 i.0
235
MAR -OCT
4723
5 Wa3 K
0 100.00
170
S -APRIL
4723
5 Wa3 3
5.5 50.00 17.5
4840
`AR -OCT
4723
4 NoA K
0 i00.00
_040
S -APRIL
=723
4 NoA C
6.i 50.00 10.4
3172
MAR -OCT
4723
2 WaB K
0 104.04
1200
S -APRIL
4723
2 Wa3 3
4.7 50.00 12.0
2820
MAR -OCT
z, za.l 41.0
15167
Available Nitrogen
(includes commercial)
_5000
"
Sur - ,s Or Deficit
-
137
Cram codes: C_ v V -uni -
A=Barley-bu.
==Cats-bu.
3=3e m, udacrass(craze)-tons
j= ye-bu.
C=3ermudagrass (hay) -tons K=,Small grain (graze) -acre
D=Corn (grain) -hu.
_= :Tall grain (hay) arra
E-Cozm (silage) -tons
M=Sorghum (grain) -cwc .
F =Cotton- lbs . lint
'N =Weat -bu .
G=Fescue (graze) -tons
Y==escue(Pasture) tors
__=Fescue (nay) -cons
Z=3e= udagrass
(pasture)
-tons
Acres to
Overseed
1,0.4
_2.0
41.0

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7
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION O; WATER QUr.LITY (DWQ) Io,-
EIMErr%GENCY MANAGE%i:ET SERVICES (EMS) �to_1-iI rii6
SOIL AND WATER M z-RVATION DIST FIC T (SWCD) 910 -�� _ -9 L3
NATURAL RESOURCE ONSERV.""TiOIN SERVICE (MRCS)
COOPERATIVE EXTERSIOtNl SERVICE (CES)a-
This pian will be implemen:.=c' in the event tha; wastes from your operation are leaking,
overflowing or running cif site. You should nlot wait until wastes reach surface waters
or leave you property to consider that you have a problem. You s;,ould make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees a: the facility. The following are some action items you should
ta'.<e.
1 . Stop the release of '.;asses. Depending on the situation, this may ore may not be
possible. Suggestat responses to some possible problems are lisped belwo.
A. Lagoon ov= -,_:i-possible solutions are:
a. Add soil tc term to increase e sva.ionl of darn.
b. Pump to fie!ds eL an acc_=ptable rate.
c. Stop all �c';!s to the lagoon ir-,==_dia.ely.
d. Call a pumping contractor.
a. Make SL _ ..70 SurIGce 'vvate IS IriC lagoon.
R. Runoff from, ..as:a aoaiication fie'c-ac.ion,s include:
c. Ir"r?ieC'.c._ s7OC lilies -a acoll;CZ _.`.- i.
d. Create _ .=7.;'orary diversiCri ccriiz=m ',vasze.
c. lrlcorco:a'e -.taste to reduce r"�-o`-.
C. Evalu'a a =-C e!imiinlate the reasc:n,s1 tile: cause the rur,Cr.
e EvaiLG_� :._ appiicGton ratVs �.,.' iieics v.here r t,Cf` eccurred.
C. Leakace irul: WaS;e pipes Gr -C spr In'.klers-action include:
C. SLop I ecyc._ 1Jump.
b. Stop irrica::cr, pump.
c. Close vZ':,._s to e!il ,inate furh,�- c;schcrge.
d.Repair a: _a{S prior to res -e. -.-z pi_, reps.
D. Le-;_z'<acG fr.,... ,.psi, Sys -nems, Nous-„ solid se,'CcraLors-ac'e t include:
a. S700 r�C'.'�.� :)U -M0.
b . Stop Irr:caa n p'uf
c. [Make 5 Ghon occurs.
d. S:cp cl. -C :s in. t`:e house, sys-..ms, or soiid se_ara:yrs.
E. c<aCe 'C" _aS2 Cr 5ide'lv�l` o' C: -en this Is seepaze as opposed
action:
E p;� a sT_ C�"`p to ca:c<, all
si01 .c .-- . C,`.c. r.'.:rnP back i'o !acocin
by burro -,%,:7= _. ,'il iCls, t; ap or fe:",C`Je GrIi lalS and Ill
Sci;. 7
of Lne S'd- 'r'r ...1J Glid lacoon

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste read any surface wc;-=rs?
b. Approximate'.y hovr much was released and for what dura_iorl?
c. Any damage notes, 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 water;?
c. Are potable water wells in danger (either on or off" the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; P;:one - -. After
fours, emergency number: Sia -733-342. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of t1he facility, t=.e location or direction, os -movement of
tine sPiil, weather arta wind conditicr',s. ! ne cOrrcCiive mhave been
under taken, and the seriousness of the sitution.
b. if spill leaves property or enters surface waters, call local EMS- phcne number.
c. Instruct EMS to contact local !-;elanI DecGrzment.
d.. Contact CEs, phone number - , local IS',VCD office prone n,t:mbjjer - -, and local
NRCS office for adviceiiec !nidal asslSta":ce Phone number - --
4
i; 7o, e c," the above �.uor:ks call s1 1
or t; :e Si eriff's Departr e~- -d ex?Iain you
pro Jlarn to them. ant ask the person
to the properaiv! you.
5.
Ccl,-!_act the contrac:Ur cl your c;noice
Lo be`in repair or procie.,, 'o milinim.ize o`f--
si-� damlace.
ii
a. Contractors Nasse: L.+ T Co^s1
1 t.�'r
b. Contractcrs A.cc-ess: v j o
- ora,- �, - D,.,,, C ASL73
C. Contractors PhGnie: S`1
F..
CC. tact t;;e tCi4C€ s c:a ij; �VfiO
Car_ -=C v -ie IaGCGrI (hiRnCivnsultiniC
:Igineer, etc.
c. as:;e: W, ISc-Y\ SOenLIZ
b. F^Crhe: C--�
7.
l i; prOC=i-'I! Z, 'ZS ed;l'sed by
D)i,. `'a-.d
systems, ail.. ....G semis.. to G"i plan to
�C- ti-I'J :. i:.:11� 4,•,:I .iC.. :.SC `I a�Gsl=V
II ... .-G.., ^I��IIg GcGin.
0

SWINE FAFIM WASTE MANAGE%- ENT ODOR CONTROL CHECKLIST
So'urze Case E: _ -- `-iinimnize Odor5�t i e Specific c P rc:,IiCo s
Farnnsteac Swine or wooded buffers;
best :managemen:
= ac_ces;
and commcm sense
Animal bodv sur -faces Dirty marure•_cverad animals ( ) ':cors
i-iocr su.-'aces 'Net manurt--_vt-sd ;lows floors;
located over sloped floors;
( i=.-cers at high end.' of soiid floors;
(I Scra=e manure buildup from floors;
ventilation far drying
Manure collection pits Urine W77-2 manure removal ;,y flus^.pit
rec-.ar;e,or scrape
Parital mic:ciai de4omposition (1 _ _ '.car ventilation
Vsa,i)a:icri ex^acs: fans Vola;iie gases: i i F}� - ain:anarca;
Dust (1 _. _-.: air movement
:ween ;,:cups of anirrais
::vers;
ex:_^.de's
. .L'S.: t2r.KS
ai:atlon _.!C lagoon
(
fit IC wniies :a-cs are filling
( 1 Com__ rir: ii^es :•7 near ac-�r- C.
giL's alleys
Agi-a:IonC .. Vastewaier ,i
i r �. __—..." .f:.--sn Yui:h
Fit recharge pcir,ts
Ayi,a;i2r, e _yc{ed lagoon --
O dx e ti rec^arc vines :: near bottc's—
iicuia w;^lis :;:.3 are filling
.s -:--- _n- -sit ,cn Ve,.:s
r'R sta:ices
A,i,a,i�r,:_..r; 3_np,ank fiIfing
an< »vsrs
and drawc:�^
fli7?side :rain :9ife Ca OR
Aytar;on cu^ry «astewater
(] _:x :_vers
or )Unc,:Cr; =cxas
CGnve'rarCe
-nc of vrai--:Jpes a::agoon
Ag=f:atian =V_❑y-as,ewater
point of pipes
level
y25 _.'.536n5
-__. .2�=v :ic.:id Ca:2c;.y
area-to-voiu^e retia
ayita:icr w -.,n pur^.iny
L•• ___:c-. s= r-K:er nc._.eS -�i=- _ _ss'_ _ -_ _:._.� ��:. - _ � _ :s 'wit, ;i^?e Cr.._ _
__::rn ende_ cperaticn
.,ear iagcn li[_ic s_^ace

w
Stcr ;e -..2 -,kor taS.I
sU.._Z!-
Partiai cecompcsition
Mixing w fie "iiing
Agitation + r:tn emptying
(] Ec-crn or midievel [oading
[ }Basin s::r':ace mars of soiids
ticlC.ical eCGtives or
Set -::in; zasirl sursace Partiai miccziaf decomposition O=x-,e'.= drainpipe outlets vnderneata lic:i:
Mixing wniie .`'.fling level
Agiratior. w=en emptying [ } Remove soctled solids regularly
tiar_re, sear,: or sludge A„itatior, *v en screadira [) Scil ir. ec;ion of slurryisiudges
spr_e er �_ lets Volatile gas emissions (} Wasn residual manure from spreader a-er -se
() Proven biological additives or oxidants
Uncovered rrlant:re, slurry Voiatile ;as ernissions whiie drying { 1 Soil infection of slurry/sludges
or s:u_ye cn fieid sur`aces O Soil inccrporatjon within 4a flours
(} Spread in thin uniform layers for rapidring
() P-ovtn diofogicai additives or oxilants
::.tad a ,—.ais Carcass o-;:;rnccsition ( ?. =isposition of carcasses
Lead a-.i+"?i is=:sal Carcass rroesiticn ( ) C::M =1e:e covering Cf carcasses in `__aal ;i's
pits er is CaticniconszrVction of diszoszi :i -s
Inein,er=at_rs fnco.mz:ie;e _ ,,._vstion ( ) Sec=ncare stack turners
Sta^c. g war_. around Improper c._,nz; („(Cr_ _ _-d landscace suca ti52- •n_._.:: =_.ns
faciiit.'.s Nlicrocial _-ecceposition e. an.v `.. `.aCiiities
Manure _. _cia, ^-n-c - thio . -cony 2ir:_i-.ed access roads (f =_.rn a:.cess road maintenance
roads ,. --. `art. access
Additianai :r.'cr-laticn: Avaiiacle From:
Swine .: a-_. _ Ma,e- 2�C .._. ._...r ?acxeL NZSU-County Extension Canear
Swine ?.o _cticn =arm rete^,tial 7dor 3c'.:7ass and 3anedies, c3a= =ac- ghee- NGi!-3.A=
a.vin_ =3ciii7,I 'rlanure `1ar.c','.- .,..... Recharge—Lagoon T, —._rEIA E i 2-3-33 NC5'J-3A=
Swim =aciiiry `.Manure `•'ana^,-!^sn; Underfloor Fluse--Lagoen ___dent; ESAE I22 -3a NCSU-Say
Lagoon•. =es"; and Manaye.^e.n: fir L evtst:c[ Aanure Treatment and 5tora�e: ?= 3 i C_ -3S YCSi =A3
tilan_re and Wastewater cciica;ion F:;uipmen,-, =act S.-ee- NC- 3^3
Ccnt, ziii^.g _ors from Swine=uildings: ?._ 33 Ncsu-Swine Extension
�nvir:nr.-entai Assurenc Pre ^years; N??C Marual ,`C Pork Produces Assoc
Cpric^.s .Icr Odor; a repor-'.c- .^e Swine Odor Task Force N, --Su Agri Cornmuni=aticns
'Nuisance _c-.cerns in Anim.ai Manure Mana;crncnt' Cdors and Fiies: PR37,C:, Conference?oceed:ngs z.crida Cooperative Extension.
I ii- IS-._-._ �r��•�CzC i 1 �• �c:,� :-.5 z:;,$raiaOn. The ici1L='••,.c :li,.c'yi awe cyi _S tC '.:S-= S:t-iR; jil(;Cmeni in air.:Iyln
c,.cr
( %�f'i '♦ c $,'",cr _!C; a� cicr .�i,,rJ1 Sc5; iMa'nz;m. -F7 _C.. CS ,ave been rEv!?'. 5C ..,;ii ma.

r
INSECT CONTROL CHECKL`S FOR %ti'iMA% L G=7.10IvS
Scr Cause %tiro ,Jze Ccor Site Specific Practices
_ sterns)
Mush -2----ers Accumula6cn cf solids S" -sr. systern is uesianed ane
sem.: iGendy to remove accumulate-_
sciics from gutters as designed..
{) Rerneve bridging of accumulate_ sciics a.
C:Sc:.ar;e
Lagoons and Pits Costed sciics. Iair.;ain lagoons, settling basins and
omits —here gest treeding is aria:er,t :_
srr.i.e ,ha crusting of solids tJ a
of no more than =-8 inches over cert "an
-:_% =f surface.
xcessive vegetative Decayir,-y ve;e-.accn Sr :',a....ain vt;etative _cnt:el aicn5 =arc;
Grow'. 1=;__rs and other
ac=_-_iation of decaying
aic water's edge or.
'reefers Feed spillage [ 1 =_ _ _„era; -a an-- maintain
.._-�-' S _rou;ns1 :_ minimize ____..._ia_;on
wastage.
f __ sziilage cn a routine _�asis { ;. 7 -ay
-.y s .,.m_ is•3� _a. ..._ ?i __:i ; winter).
Feet ;c•=_ye A-ccurnu, a;,cns resicues rncis;ure a==�rnclation wit-,, .. _. _ arun.
erime:_r of feed szzara� _._as �y
rains^ye aw2y from sit'_
a-�_ CCr1;2�r-,eni ie u _+_.__ _�..
's drain and similar hi;- -cis__ _ ; =_in
{ } insc-_- ,z:;r and re,..vve or t.reac
around let_ s:-tete=s.._,ded.
ranimai raking ,areas Accurnulaticr:s cs animal wastes {) _.e law area that ;rap :-.cis: ---re !i7ng rences
and fete was;?,e _, _ c-.._ locations w'^,ere was:- accc.—.elates and
arc _:s"_r_ance dy anirnais is nit^.fir-a:.
er,ce rcv,s and `filter s'ri4s - --. = animal
-s:es
arta .-. QVe C. -
s=
:sC+=S as 7Ltzeal.

r<
i
Dry Menu: "anc:irg Accumufations of animal wastes (} ne:-nove spillage on a routine basis {e.;.7 -i0 day
systems in:.r, si wring summer; 15-30 days in:e-1=_f Turing
wir.;�rl where manure is loaded `or!a-d aa_iicadcn
or cis�csal.
I I provide `.or adequate drainage around rr•.anure stockpiles.
;) Irspec:`or and remove or break up ac:_r-uiated wastes
in filter st ipes around stockpiles and rnanure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/lintegrator agrees to use scund judgment in applying
insect control measures as practical.
cer:iiy the aforementioned insect control Best Management Practices have been reviewed with me.
J G
J4- %Tvi l FZI-n.s
(? anto-frner Signature)
=or mcrt i.....^a_cn cor;tac; the Loci ra;ive ;z:ensicn Service, Ecx 7513, 0_._ i a 5:_,_ University, -aieiy
_75a -z-74- -. 3.
.Nice .._3r . i=a_

40
MORTALITY MAN,^,GEMENT METHODS
{cheek which method(s) are being implemented)
{ ) Burial three fent beneath the sur -face of the ground within 24 hours
after knowledge of the death. 'i he burial be at least 300 feet from
any flowing steam or public body of water.
( / Rendering at a rendering plant licensed under G. S. 106-1-38.7
{ } Complete incineration
{ } In the case of dead poultry only, piacing in a disposal pit of a size and
design approved by the Depart, .,e at of Agriculture.
( ) Any me - hod which in the profestone€ opinion•, of -uhe Sete
Veterinarian would make possibiC ,he salvage of pari ofT a dead
anima€`s va€Le without endangering human or ani,rnai heal i. (Wri—L en
approval of the State Veter€nariai must be a�-Lached)

State of North Carolina
Department of Environment, &TWA
Health and Natural Resources + •
Fayetteville Regional Office
James B. Hunt, Jr., Governor p � H N F�
Jonathan B. Howes, Secretary
Andrew McCall, Regional Manager
DMSION OF ENVIRONMENTAL MANAGEMENT
August 3, 1995
Mr. Tommy Herring, President
Hog Slat
P.O. Box 300
Newton Grove, NC 28366
SUBJECT: High Freeboard Levels
Pork Chop Hill 1 & 2
Newton Grove, NC
Sampson County
Dear Tommy:
On July 25, 1995, our office received notification from the Natural Resources
Conservation Service (see attached) that the lagoon freeboard levels at the TDM Pork Chop Hill
swine farms were inadequate.
. On July 26, 1995, I met with Tony Thornton to personally observe this facility. Mr.
Thornton took me to all the lagoons on this complex. The freeboard on the two large lagoons
was high (approximately 1 foot), however, no discharge into the State's surface waters was
observed., Hay was being prepared for bailing on this date and Mr. Thornton advised that once
the hay was removed irrigation would again commence.
Mr. Thornton further advised that the State engineer for the Natural Resources
Conservation Service has been contacted by TDM Farms for their expert opinion regarding
lagoon dam modification to increase freeboard levels.
As you are aware, the animal waste lagoon situation is currently a very sensitive subject
in North Carolina. Many different people come to our office to review our animal feedlot files
for various reasons. Since the Pork Chop Hill farm was singled out, we need additional
information as to the "Plan of Action" for the lagoon(s) modifications/improvements. Mr.
Thornton indicates that the State engineer will return on August 23, 1995, to this complex for
further review and possible solutions. Once a solution has been determined please forward this
information to our office.
Wachovia Building, Suite 714, Fayetteville, North Carolina 28301-5043 Telephone 911}4861541 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Tommy Herring
Page 2
Further, it has been some time since I personally visited the Pork Chop Hill complex.
I want to commend your company for the work that has gone into the layout of the spray fields.
This is truly a model for the management of animal waste onto pasture acreage.
If I can be of assistance to you or your company in the future, feel free to call me.
Sincerely,
Grady Doison
Environmental Engineer
GDlzlt
cc: Facility Compliance

State of North Carolina
Department of Environment,
Health and Natural Resources • AILT19a;WA
Fayetteville Regional Office
�T
James B. Hunt, Jr., Governor C � F1
Jonathan B. Howes, Secretary C
Andrew McCall, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 3, 1995
Mr. Tommy Herring, President
Hog Slat
P.O. Box 300
Newton Grove, NC 28366
SUBJECT: High Freeboard Levels
Pork Chop Hill 1 & 2
Newton Grove, NC
Sampson County
Dear Tommy:
On July 25, 1995, our office received notification from the Natural Resources
Conservation Service (see attached) that the lagoon freeboard levels at the TDM Pork Chop Hill
swine farms were inadequate.
On July 26, 1995, I met with Tony Thornton to personally observe this facility. Mr.
Thornton took me to all the lagoons on this complex. The freeboard on the two large lagoons
was high (approximately 1 foot), however, no discharge into the State's surface waters was
observed. Hay was being prepared for bailing on this date and Mr. Thornton advised that once
the hay was removed irrigation would again commence.
Mr. Thornton further advised that the State engineer for the Natural Resources
Conservation Service has been contacted by TDM Farms for their expert opinion regarding
lagoon dam modification to increase freeboard levels.
As you are aware, the animal waste lagoon situation is currently a very sensitive subject
in North Carolina. Many different people come to our office to review our animal feedlot files
for various reasons. Since the Pork Chop Hill farm was singled out, we need additional
information as to the "Plan of Action' for the lagoon(s) modifications/improvements. Mr.
Thornton indicates that the State engineer will return on August 23, 1995, to this complex for
further review and possible solutions. Once a solution has been determined please forward this
information to our office.
Wachovia Building, Suite 714, Fayetteville, North Carolina 28301-5043 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Acton Employer 50% recycled/ 10% post -consumer paper

Mr. Tommy Herring
Page 2
Further, it has been some time since I personally visited the Pork Chop Hill complex.
I want to commend your company for the work that has gone into the layout of the spray fields.
This is truly a model for the management of animal waste onto pasture acreage.
If I can be of assistance to you or your company in the future, feel free to call me.
Sincerely,
_l
Grady arson
Environmental Engineer
GDlzlt
cc: Facility Compliance

— Site Requires Immediate Attention: .e!o
f f Facility No.
g-2 -- a 7
DIVISION OF ENVIRONMENTAL MANAGEMENT ?,Z — '6'q
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: J , 1945
Time: zeo m
Farm Ni
Mailing
County: Saeso_ - - - - - - - -
integrator: S a Phone:
On Site Represen Live: �' e�� Phone:_ :5`4y— az-19 -
Physical Address/Location: _ �1� �, ,,.�.,1� s .7Q� o 5,ki/901- -
Type of Operation: Swine �� Poultry Cattle
Design Capacity: L 5'ae- Number of Animals on Site: _ �� ;3QJow
DEM Certification Number: ACE DEM Certification Number: ACNEW
Latitude: Longitude: IN
-C. 0"-') Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of I Foot + 25 year 24 hour storm event
(approximately l Foot + 7 inches) Yes or No Actual Freeboard: Ft. Inches
Was any seepage observed from the lagoon(s)? Yes or No Was any erosion observed? Yes or No
Is adequate land available for spray? Yes or No Is the cover crop adequate? Yes or No
Crop(s) being utilized:
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellin��� or No
100 Feet from Wells?or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or lso
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or ro
Is animal waste discharged into water of the state by man-made ditch, flushing system,_ or other
similar man-made devices? Yes or N� If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? �e or No
Additional Comments:
N _ Ad F' y.,_1.�y�..-
Inspector a Signature
cc: Facility Assessment Unit Use Attachments if Needed.

_ 0PERAT 19N5' -BRANCH - WQ Pax :919-115-6048 ?u l 25 '95 12:32 P. 02/03
�� r' l� Site Requires immediate Attention --Z
Facility Number: (
`f `5I M VISITATION RECORD
% DATE: , 1995
Owner: T Farm Nance:cao
County:
Agent Visiting Site: d Phone:
Operator.1� --_ .. _ „ Phone:_ �a1
On Site Representative: Phone: V -
Physical Address: n, ,N ,- —,J j -\.l k0_—
Mailing Address:
Type of Operation: Swine_ Poultry Cattle
Design Capacity: _ his LYS Number ofAt."s on Site:
Latitude: 3� ° _LL' Longitude: I ° -- _� 33
Type of Inspection: Ground Aerial
Circle Yes or No
Does the Animal Waste Lagoori have sufficient freeboard of I Foot + 25 year 24 how storm event
(approximately 1 Foot + 7 inches) Yes o><56',, Actual Freeboard: _I— Feet -L. Inches
For facilities with more than one lagoon, please address the other lagoons' freeboard under the
comments section.•
Was any seepa;e observed from the lagoon(s)? Yes off
Not w as there erosion of the dam?: Yes r N
Is adequate land available for land application's Y s or No Is the cover crop adequatei:y S or No
Additional Commen
Fax to [phone] y .•Signature of Agent

OPERATIONS BRANCH - WQ Fax:[phone] Jul 25 '95 12:33 P,03/03
01 Scotland Soil and Water
Conservation District
231 E. C n o e
ro iy St - S�t�t Bpo
Laurinburg, N,C. 28352
July 21, 1995
V 10
. ,� ;
Dewey Botts -
Division of Soil and Water Ccnservat i on its
3800 Barrett Drive Shite 101 �;
Raleigh, NC 27509 ,
Dear Mr. Pa is :
All swine lagoons in Scotland County have been ground inspected by the
County Health Office and myself. None of the 22 lagoons have
encroachment into the one foot seven inch freeboard.
All site visitation records are in the Scotland Soil and Water
Conservation District office files.
If you have any questions, or if I may be of further assistance to you,
please feel free to contact me at the Scotland Soil and Water
Conservation District Office at [phone].
Sincer. al y,
2.W . Anderson
Ag Cost Share '' oohnician
Scotland :WCL)
EW: sl:
CC: David uomhs
2d Holland
Serving Scotland County Since 1942

Site Requires Immediate Attention:
Z— r Facility No.
d B DrVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: T
AA Z1,0 , 1995
Time:/. D
Farm Name/Owner:
Mailing Address: 0?0 &,W-160
County: --
Integrator: A4p .c Phone:
On Site Represen tive: Phone:
Physical Address/Location:
Type of Operation: Swine Poultry Cattle
Design Capacity: Number of Animals on Site:
DEM Certification Number: ACE DEM Certification Number: ACNEW
Latitude: Longitude:
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately l Foot + 7 inches) Yes or No Actual Freeboard: Ft. Inches
Was any seepage observed from the lagoon(s)? Yes or No Was any erosion observed? Yes or No
Is adequate land available for spray? Yes or No Is the cover crop adequate? Yes or No
Crop(s) being utilized:
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellings? Yes or No
100 Feet from Wells? Yes or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or No
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or No
Is animal waste discharged into water of the state by man-made ditch, flushing system, or other
similar man-made devices? Yes or No If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes or No
Inspector Name
Signature
cc: Facility Assessment Unit Use Attachments if Needed.

AYE. 9C1S= PtAX CZAT"Z71CAT=QN rCR MW OR ZX2A QED P8 -..:ATS
Please retuzn the eempiated fora to the Division of Zaviroa=eatal Hanagement at
the add.: eas on the reverse side of t- fs f a= -
Name of farm (Please print) : Perk Gk.ig, N't
Address: c i
Phone No.: - R10 ��_n`f-6.A}`1
County:_ &c.-.-�`
Fa--= location: Latitude and Longitude: LI Ia /7$ �do (required) . Also,
please attach a copy of a county road map with location identified.
Tie of operation (swine, layer, dairy, etc.) : SL,.
Design capacity (n umber of animals) �1 � x - •,�� - r r �i ,Zz,- &.Lr
Average s�--e or ;2=at:on* (1- ccrt::.pap _a__t.- a' _ x. .���.� ..•__ ,
Average acreage needed _c_ land applic_c_cr c,` .:asce +(acres) :
aaa======aa=aaaaaaaaasaa a:ansa=aa>aaaMUM====a=ansa==aaaasaaa=aamasasaaaasaaaas=a
T*c.',--tical Spacialiet Cazrifa.catlan
As a technical specialist designated by the North Carolina Soil and Water
Conser-Tacion Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction.
operation and maintenance standards and specifications of the Division. of
_zvironme_ncal Management a-nd the USDA -Soil ConserTation Se^rice anal/or the North
Ca_-olina Soil and Water Consecration Cotmaission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The followir_g elements and their corresponding minimum
criI_,eria-iia een_verified by me or other designated technical specialists acrd
are included in the plan as applicable: sepaza_ions (bulf=?r5) : linern _-r
equivalent _or lagoons or waste storage ponds; •pasta stc_age :apac_ty; adecUate
quantity and amount of land for waste utilization (or use of third party) , access
or ownersIiip of proper waste application equipment; schedule for timing a'
applications; application races; loading rates; and the control of the discharge
of pollutants from szor=water runoff everts less severe than the 25 -year, 24 -hot=
star a. / f
Name of —4CAI Sp.cialist (Please Print): /7F�mHiy
z__ i4 (-d/4fr, -S athC.E -
-�
Acs -ems >�2.:Cir) �6-'.. 6 1�'eu :=ri nM Phone No. S4!2-- -74lA' -
Signature�Uri ln" .� 6 2mw�_. _ .. , _ „ .� Dater �-! �47 ...
assaaaaa==a:Aa=a�7a=a a'�y a=a aJ"=wm=a=======zr=x 'J=ga=ads======a ====M= ===a
Cw :®r/_a=agar Aq'ra��ric
(we) understand the operation and maintenance procedures established in the
zcp_oveda_n;ma'_ waste mamagerent plan for the fa --m named above and will :L==lemeac
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of neer
facilities will require a new certification to be submitted to the Division. of
=vi. --n mental management before the neer animals are stocked. I (we) also
understa=._ that there must be no discharge of ani_ -nal waste from this system to
surface :racers of the stage either chroe-tch a man -:Wade conveyance or C`Lough
runoff from a sza= event less severe that the 2S -year, 24-Zot:r storm. The
approved plan will he filed at the farm and at the office of the local Soil and
Water Conservation District.
Hi _—s of :.a=d Ower (Please Print)- G..,.,K 4-
F �
Date:_
:tame of 'X=Aggd,' if airy rent f=a owtser (Please print) :
Signature: Date•_4-c!`I
Dote: A change and ownership requires notification or a new certification
(i: the a^prov d plant is changed) to be submitted to the Division of
invironmental Management within 60 days of a title transfer.
Demi USE ONLY:ACY=-,;#

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I R
AGRICULTURAL
EXTENSION
SERVICE
i
Address reply to: '
County Extension O
FAYETTEV1w�
North Carolina State University
College of Agriculture and Life Sciences
Box 303-C East Rowan Road
Clinton, NC 28328
January 19, 1990
Grady Dobson
Environmental Engineer
Division of Environmental Management
Fayetteville Regional Office
Suite 714 Wachovia Building
Fayetteville, NC 28301
Dear Grady:
Dan Bailey and I have checked with Mr. Tommy Herring regarding the hog
waste lagoon located on the Newton Grove Grain and Feed Inc. Swine Farm
(SR 1800). It is our opinion that the problem with freeboard is a re-
sult of surface water running into the lagoon. Mr. Herring realizes
this and plans to do some work to eliminate the surface water. He is
also interested in expanding his irrigation field and adding the grass/
cattle combination to take care of this waste problem.
At the present time, there is an outbreak of "pseudo rabies" on that
farm. Mr. Herring would like a few weeks until this problem has sub-
sided before having the work done to divert the surface water.
If you have any questions or if we can be of further assistance, please
contact Dan Bailey or me. We will follow-up with Mr. Herring and assist
him in a n y way that we can.
Sincerely,
" Georg Upton
County Extension Director
GU:fw
cc: Tommy Herring
Dan Bailey
Cooperative Extension Work in Agriculture and Home Economics A&T and N.0 State Universities, 100 Counties and U. S. Department of Agriculture

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 16, 1990
RETURN RECEIPT REQUESTED
Mr. Tommy Herring
P.O. Box 308
Newton Grove, NC 28366
SUBJECT: Warning Letter
Newton Grove Grain & Feed Inc. Swine
Farm (SR 1800)
Newton Grove, North Carolina
Sampson County
Dear Mr. Herring:
A reconnaissance inspection by the Fayetteville Regional Office was
conducted on January 9, 1990, of your hog waste stabilization lagoon. During
the inspection, it appeared that the waste lagoon had overtopped at some time
in the past due to washout evidence. No waste discharge was observed on this
date, however. Also, the freeboard level was approximately 6 inches which
leaves no reserve capacity for bad weather periods. Spray irrigation
equipment was observed operating on this date to increase the lagoon
freeboard, and this should be done on a routine basis. It is recommended that
a 2 -foot lagoon freeboard be maintained at all times.
This facility was designated as a Concentrated Animal Feeding Operation
by the Director of the Division of Environmental Management in March 1987. On
October 27, 1988, a civil penalty in the amount of $1,657.92 was assessed on
this facility due to lagoon overtopping which resulted in a waste discharge to
the state's surface waters. As you have previously been made aware, a dis-
charge to the state's surface waters is a violation of NCGS 143-215.1(a)(1),
which may result in assessment of civil penalties. A second violation would
be considered a most serious matter for which a larger penalty amount could be
assessed than the one in the previous action. General Statutes do allow for
penalties of up to $10,000 per day per violation.
�,

Mr. Tommy Herring
Page 2
January 16, 1990
Should you need advice on technical assistance with regard to managing
animal waste, you should contact your County Extension Chairman or North
Carolina State University's Department of Biological and Agricultural
Engineering at [phone].
A copy of this letter is being sent to an agricultural agency's represen-
tatives for their information and to aid them in providing cooperative assis-
tance.
It is requested that you provide our office with a response to this
matter on or before January 31, 1990.
Should you have any questions, feel free to notify Mr. Grady Dobson,
Environmental Engineer, at [phone].
cerol�
1..
J
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Regional Supervisor
MJN/GD/tf
cc: Sampson County Extension Service
George Upton
Howard Hobson

DIVISION OF ENVIRONMENTAL MANAGEMENT
April 18, 1388
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Albert Herring, President
Newton Grove Grain & Feed, Inc.
P. 0. Box 155
Newton Grove, North Carolina 28366
SUBJECT: Notice of Non -Compliance
Newton Grove Grain & Feed, Inc.,
Swine Farm
Newton Grove, NC
Sampson County
Dear Mr. Herring:
This letter is to advise you that the Fayetteville Regional Office
has now completed an investigation of the unpermitted disposal of swine
wastewater from Newton Grove Grain & Feed Swine Farm into Beaverdam
Swamp located off SR 1800 in Sampson County. Our report has been
completed and forwarded to our Central Office for consideration of
enforcement action. Since the subject disposal system was unpermitted,
this is a direct violation of NCGS 143-215.1(a)(2). Currently our legal
staff is reviewing our report and recommendations, and you will be
notified in the near future of the outcome.
If you have any questions concerning this matter, feel free to
notify this office.
,Sincerely/7
,��
M. .,Roland, P.E.
R ional Supervisor
GD/fc��
cc: Enforcement & Emergency Response
Water Quality Section Chief
Sampson County Agricultural Extension Service
Sampson Soil Conservation Service

DIVISION OF ENVIRONMENTAL MANAGEMENT
M E M O R A N D U M
TO:
FROM:
SUBJECT:
March 17, 1987
George Everett, Chief
Water Quality Section
M. J. Noland, Regional Supervisor
Fayetteville Regional Office
+�1T1ti 23 IM
WATE- R (UALITY
SECTON
N
Animal Feedlot Investigation
Designation of Concentrated Animal Feeding Operation
Porkchop Hill Swine Farms
Sampson County
On Wednesday, February 4, 1987, Mr. Ricky Revels, Environmental
technician, Fayetteville Regional Office, conducted a complaint investi-
gation regarding a report that had been received by this office of
wastewater being discharged from a animal waste stabilization lagoon into
Beaverdam Creek a Class "C" stream in the Cape Fear River Basin near
subject facility. Mr. Revels investigation revealed that on February 4,
1987, a wastewater from the subjects' operation (a swine housing unit)
was being discharged from a building and flowing across ground into
Beaverdam Creek. A wastewater discharge associated with another portion
of subject's operation had occurred prior to the investigation through a
hole in lagoon dike, however the lagoon's level was such that there was
no discharge during the time of the investigation. A visible path of
where wastewater had flowed over land, toward Beaverdam Creek was
observed. An analysis of samples taken during the investigation for BOD
and Fecal Coliform revealed the following:
BOD Fecal Coliform
Beaverdam Creek (upstream) 0.5 mg/l <10/1000 ml
Swine housing unit (discharge) 68 mg/l 1400/1000 ml
Beaverdam Creek (downstream affects) 17 mg/l 940/1000 ml

George Everett
Page 2
March 17, 1987
One of the owners, Mr. Gary M. Herring was present on the day of
the investigation and was issued a Notice of Violation (NOV 4002073),
and told by Mr. Revels that the discharge must be stopped. Additional-
ly, he was told that further information would be forthcoming concerning
concentrated animal feeding operations.
During the course of the inspection on February 4, 1987, the
following determinations were made in accordance with N. C. Administra-
tive Code 2H .0123(a)(1) for a concentrated animal feed operation as
described in 40 CFR 124.82.
(1) Porkchop Hill Swine Farms of Newton Grove Grain and Feed
currently houses 8,100 swine weighing over 55 pounds (over
1000 animal units).
(2) A discharge of pollutants was occurring by means other than a
twenty-five (25) year, twenty-four (24) hour rainfall event
and the discharge was flowing into surface waters of the
state.
Based upon the evaluation conducted by the Fayetteville Regional Office,
it was determined that a discharge was occurring and it is recommended
that this operation be designated as a concentrated animal feed opera-
tion.
A follow-up inspection was conducted on March 5, 1987 in response
to written notification by owner of Porkchop Hill Swine Farm concerning
completed corrects. The inspection revealed that all problems had been
corrected.
A transmittal memo has been prepared to be sent to Mr. Wilms
requesting that Porkchop Hill Swine Farms be designated as a concentrat-
ed animal feeding operation. Since the discharge has been corrected,
the designation letter has been modified to reflect the current status.
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DIVISION OF ENVIRONMENTAL MANAGEMENT
DATE RECIEVfQ/
Time
REPORT 1p
AROO MRO RRO WoRO WiRb WSRp F$
WATER QUALITY FIELO,-LAB FORM (DMI)
Recd b �'?-
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STATI TI N c -I._ �' �•
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lime Begin
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Time En Dapl DM
Vo ue lyp� Composite Sample type
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Q
—
,7 t,_
BODs 310m /I
Chiatid.940 moil
I INHII as N f0 ` ti m /I
Ni - Nickel 1067 ugill
{ p Hi 40 m /Y
Arsenic: Tal u /
TK as N 2 / u? ! m
P - ead 1 Si u /
64
C00 Tow 3 m /
hl a- Tri 32217 a !I
O *NO3s_t 630 ., m /I
S - Antimonr 109 7 u /;
IP04 1=71
C a Iifor m: MF FqcqI 1 f-' ^.� /100ml
Chi a: Corr 32209 a Il
as P v ._.J m /1
- Seien' "I
1phtiaph.gi.
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C li1 r :MF fatal JIS04 1109ml
9 3 213 u /I
I P: Total as 66 mg/1
ln- Zinc 109 a /I
•r l.L 7�
Cgliform:Tub F col 15 /l
Color: True Et -Co
P' Diss Iva 6 . 1"' rn /I
sL r
C liform:lube 19101 1 05 /toomil /mil
Chromium:Hee-1032
AS-- Silver /I
PeStiCI es ScIeCifiCC311V
ResidueTot I 500 m
Cyanide 7
4 w /I
Volatile 5 m /I
Flugrid#951 Mg !I
Be- Beryllium !012 /I
Scan Organochlorine
Fixed 510 m /I
JFotrncldohvda 7 880 m /I
Co- Calcium 916 Mg/11
$tan Or ano sos horns
Residyr nded 530 me/I me/I
Grease and Oils 556 Te/I
Cd- Cadmium 1027 u /
Vo able 535 m /I
HardnessJolal9 /l
Cc - Cobalt 107 ug/1ug/1
Or snits Soecificalix
Nited MG mg/1
MBAS 38760m /I
Chr mium: Lal 1034 u /
H4 3 units
Ph-anoIs 3L730 U911
Cu- er 1042 ug/I
Scan Base / Neulral f xlractobles
At idil Io PH 4 5 436 mjj/j
Sulfate 945 -g/I -g/I
Fit- Iron 1045 -9/1
Scan Acid Erltactables
Aciditr so PH 8 3 431 Mg/I,
Sulfide 745 m /I
Hg-Mitircyry 71900 uqjI
Alkalinity to PH 9 3 415 mg/j
C nd.95 uMhos/
!i Li - 'Ihi 1132 U51/1
Special Analysis SpecilicaNx
All4aliniry 10PH45410 -9/1
-Specific
Biomass: Dry Wt. 577 g/M
I M •- Magnesium9 7
-
7
T 8 m /
Biomoss: Per i Ash Free 572 g/
Mn -Man onese 1055 ,�!I
Scan Acid Herbicides
7
lulbidil 7 T
Chl a: Pe,i Fluro 82547 Mg/M
N - S di m 979 m /I
I
I Scan Pur eables
Sampling Point
Water temperature( Cl
D.O.
PH
Conductance
Alkalinily
Acidity
P1
°t 25'C
PH B.3 pH 4, 5
PH 4.5 AH 8.3
63 2
I
300
400
94
82244 431
87743 82242
Secchi(Motors)
Air lemperorure('C)
D.O.t Sorurarion
Solinily %.
Algoe;Flooling Mats
Precipsio6on0ti/Day)
Cloud Corer::
Win Dr ottion (Deg.)
Wind force
Severity
8eaularl
/8
70
301
480
1325
45
32
36
37
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Turbidily Severify
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Stream Flow
Detergent suds
Oi -Grease
Floating Debris
Severity
Severn
S-.verif Y
Severn Y
SevernY Y
5everily
:Id�g.Matterintl/1/Hrl
50086
1340
1350
1330
1351
1305
1300
1345
DMI/ Revised
7.85
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N.CT. OF NATURAL RESOURCES & COIIIITY ���
COUNIY ��� ` � DEVELOPMENT A N MMR 00009: 7�
RIVER BASIN: 4-~_�' DIVISION OF ENVIRONMENTAL MANAGEMENT A IEv . Time
REPORT 10' ARO, fR MRO, RRO. W.1110 WiRO WSRO TS WATER QUALITY FIELD -LAB FORM IDM1 ) jQ(o d ��
From Bus C Other
Other
Shipped by: Bus(Couri , Other SAMPLE TYPE DATA EtITRY BY CK L"
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M DB D M
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Ni - Nickel 1067 u /
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COD High 340 m
Arsenic: Total wall
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Pb- Load 1051 u /
OD low 335 m /1
Chi q: Tri 32217 u /I
*NQ1 as N 6Lxa
S - im n 1 97 u /1
Coldotm:MF Fe ai I I /1 m
Chi o:Corr 32,209 u /
P as P 70507 rp
5A- 5elen' m 1147 u /l
Cobb r :MF Total jt5041 /I 0ml
Pheophoin a 32213 u !I
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Zn- Zinc 1092 u rl
Cotilorm-Tubw FecuI 115 100ml,Color:
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All- Silver 1017 si /l
Pesticides Specilicoll
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Cyanide 7' m911
At - Aluminum
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Fluorid9951 "y/I
Be- Ber v IIiurn 101� - ? rF
Scan Organochlorine
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F rmaldeh 7 880 m /I
Co- Calcium 916 mg/l mg/l
Scan Or ano hos porus
Residue: ded 5JO -g/1
and ill 5$6 ma/I
Cd- Cadmium 1027 u /
Volatile 535 m /I
-Gfoosg.
hurdn&6%lotal 900 m /I
Co- Co II 1037 Ri I
Organics SPecilically
Fhxltd 540ma/Ima/I
MBAS 38760 m /I
Chromium,Total 1034 u /1
H 403 units
Pirionols 32730 u /I
Cu-C912por 1042 U01
Scan Base / Neutrol E■traclaWs
At;diPI to pH 4 5 436 FOR/L
5ulfate 945 -2/1
Fe- Ifort 104 u / I
Scan Acid ERtractables
Acido y to PH 8 3 435 mil/I
Suif'de 74 /I m
- r r 0 v !I
Allalinii to PH 9 3 415 -9/1
Specific Cond. 95 uMhas/
Li - ilhium1132 ug/1,
S ciol Analysis SpecificaOy
Alkalinity to 2H 4 5 410 -9/1
Biomass: Dry Wt. 57J/
M - a n sium 92Z /I
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Mn -Manganese 1055 �g/l
Scan Acid Herbicides
2
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Chl a: Peri Fluro 8254 7 mg/
N - Sod' !" 929 m /I
S -on Pur eobles
Sgmplinp Point
Wolof Temperarure('C)
D
pH
Con udgnce
Mitatinisy
Acidil y
P1
at 25,C
PH 6.3 PH 4.5 s
pH 4.5 pH 8.3
?
I
300
400
94
82244 431
87743 82242
Secrhi(Motors)
Air Temperaturei'CI
D.O. 4 Sarurarion
Solinity
AlgatjImosing Mats
Precipitation(In/Day)
Cloud over.%
Wind Direction(Deg.1
Win Forc■
Severity
Beaufort
78
20
301
480
1325
45
32
36
37
1 Hi Settleable
Dead Fish
Turbidity Severity11330
0 or:Atmosp ere
Stream Flow.
Detergent Sual
Oi - reale
Flooling Debris
Sludge Severity
Ma for
Severity
Severity
Severity
11351
S*verity
Severity
everity
ill
50086
1340
1350
1305
1300
345
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DMI/Revised
7.65

N.C. T. OF NATURAL RESOURCES & CON ITY '
r c I So �. N DEVELOPMENT l AB NUM01 R 00008:_�� _. .
RIVER BASIN' DIVISION OF ENVIRONMENTAL MANAGEMENT(:� oA R LEY r _ .S �2 Time
REPORT TO: ARO FIE MRO. RRO. WaRO WiRO WSRO T$
WATER QUALITY FIELD -LAS FORM 1DM1I ��(� � g��—b--->. '"���" I From. BustaOther
Other /
Shipped by: Bus, out r, Other SAMPLE TYPE �L� DATA TRY BY CK 7)
pp �.
COLLECTOR(S): i' i Cg..r D fie %u )S _ AMBIENT 11 EMERGENCY ❑SPLIT ❑COMPLIANCE DA r '
C
BOD_ RANGE: 2 /p SEED' STATI , 5 c r 1 10
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Station Number
Date B9gon(yy/rnmifddJ,
lime earn Dattsfnd
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COD Minh 340 mg/
Arseni , To u l
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Chl a r' 322 u /
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Color:True t- a
P: Dis Ive as 66 t'i I
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Chromium: Max. 103? `3 /l
Ag- Silvr 1077 '� ali„+~I
11'esticides Svec4ically
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C anide 7 ""f 9 /
Al - Aluminum IIVS I.1-
Volaoile 5 -g1l —g1
F /I
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Fik*d 510 -0/1,
71880 moil
Ca- Calcium 916-ii-..� m
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Retidur. nd 3Q -9/1
Great@ and Oils 5S6 malld-
Cadmium1027 u !
Vofarile 535 m /l
ar n s:Total 9ag mgf
Co- Cobalt I 37 u0j,
Or onics SpEcdkoliy
■ d 540 -0/1
MBAS 38760 mg/j,
1034 1
HI 3 units
Phone a 730 u /I
—Choomium:f9tal
C -Co er u /I
Scan base / Neutral Extrauables
Acidir to H 4.5 436 m /
Sulfate 945 mg/l,
Fe- Iron 1045 u / I
Scan Acid Exiraclables
Ac-dity r H 8 ] 435 —my/1
SuHid* 745 n+ /I
H -M rcur /I
AlLolinily io..ptj Q 3 415 mg/l mg/l
Specific Cond.95 umhos/
Li - Lithium 1132 ug/l ug/l
Special Analysts cificqlfy
Alkalinity tg PH4 410 moll
Biomass:Dr Wt. 573 9/m
I M - a n ' m977 „�!I
I
2
TOC 8 -9/1
Biomass: Peri Ash Free 572 g/M
Mn -Manganese IOSS Vol
Sean Acid Herbicides
lurbidit 7§ Ni
Chl w Peri Fluro 82547 --Fog7
Na - Sod” m 9 2 m /I
Scan Pur sables
Sampling Point
Water Temperaiur*('C)
D.O.
pH
Con uclance
A alinity
Acidic y
I PT
a, 25.0
PH 8.3 pH 4.5
pH 4.5 PH 8.3
63 Z
10
300
r
404
62244 431
82243 82242
S*(chilM*sers)
Air lemperolure(Y)
D.O.=Saluralron
Salinity Z
Algae; Floating Mals
Precipreasion(In/Oay)
Cloud Cover:%
Wind Direclion Deg.l
Wind Force
Severity
Beaufort
/8
20
301
480
1325
45
32
36
37
1 Hr Settleable
dead fish
Turbidity Severity
ar:Armosp ere
Str*am Flowererpent
Suds
Oi - rease
Flouting Debris
Sludge Severity
Mot1*rlmllllHr,S
severity
11340
11350
Severity
S: verity
S*verrly
Severity
Sew.iry
50086
1330
1351
1305 11100
1345
1315
DM I/Revised
7.85

North Carolina
Division of Environmental Management
NOTICE OF VIOLATION OF
Y G.S. 143-215.1 G.S. 143-215.108
G.S. 143-215.75, et seq. G.S. 87-83, et seq.
G.S.
Porecl.•Q 14;11
TO: N.(w4afv Cv,%;yt Grek. FCed
(Name of Violator)
A. v. R r�- / ss
NOV 002073
(Address)
2-1364
New ispi 6rUVIL am
(City/County)
YOU ARE HEREBY NOTIFIED that the undersigned representative of
the North Carolina Division of Environmental Management observed
a violation Rf North Carolina Environmental Pollution Control
Laws at: Y,.k(L -. 1..1:11 ro,. oFF SQ-Igaa A/..j4xj
(Location of V
on or before -- F4- L14 AgE , 19�.
The following facts establish a violation:
OF
W e < Ys..�L+ �'--✓ „^ � � � Cyc�rT � d Er.i i T'k � w * pY0_Ql ✓ pC r Mn. � . .
You are required to cease the unlawful activity immediately.
The following corrective actions must be taken: r-
_, rS na V- La �.v0.N.,, Kwj66 &&-W .w,'S $,-d n ; e' HAY
A written response must be filed with the Regional Office at the
address below on or before _ f7 — ZD 1987•
NOTICE is given that this and any further violations may result
in enforcement actions, including civil penalties.
0-2- O q- - 27
(Date)D- /� 7 ---------- -----_--
Repr sentative's gnature)
I,---/� c...--ICrS-,hereby certify that I have
personallir served a copy of this Notice on:
rI,e YA- i�•-�.4...--� , at
(Namd)
on 0Z- 04(
,19iz.
Regional office Address:
& cL'e R - #0
(Location)Z'- - �- /
Zz�
(Sign ure)

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DIVISION OF ENVIRONMENTAL MANAGEMENT
April 18, 1988
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Albert Herring, President
Newton Grove Grain & Feed, Inc.
P. 0. Box 155
Newton Grove, North Carolina 28366
SUBJECT: Notice of Non -Compliance
Newton Grove Grain & Feed, Inc.,
Swine Farm
Newton Grove, NC
Sampson County
Dear Mr. Herring:
This letter is to advise you that the Fayetteville Regional Office
has now completed an investigation of the unpermitted disposal of swine
wastewater from Newton Grove Grain & Feed Swine Farm into Beaverdam
Swamp located off SR 1800 in Sampson County. Our report has been
completed and forwarded to our Central Office for consideration of
enforcement action. Since the subject disposal system was unpermitted,
this is a direct violation of NCGS 143-215.1(a)(2). Currently our legal
staff is reviewing our report and recommendations, and you will be
notified in the near future of the outcome.
If you have any questions concerning this matter, feel free to
notify this office.
Sincerely,
3 o1anP.V
onape�s r
GD/fc
cc: Enforcement & Emergency Response
Water Quality Section Chief
Sampson County Agricultural Extension Service
Sampson Soil Conservation Service

NEWTON GROVE GRAIN AND FEED CO.. INC,
PURINA CHOWS & CHECK -R -MIX FEEDS
P. O. BOX 155 - PHONE 584-88" 00$L
NEWTON GROVE, N. C. 28366
February 20, 1997
Dept. of M & CD
Suite 714
Wachovia Bldg.
Fayetteville, N. C. 28301
Dear Mr. Revels;
1. �_. •l �
SEB 23 19871
ENV. Mo.":::`, . = Ei,"N
FAYETTEVIiLE RiG. OFFICE
We are writing in response to the Notice of Violation J G.S.
143-215.1 dated February 4, 1987. We wish to inform you
that the repair on Lagoon walls is completed -are working on
the irri_ation which should be in operation by this coming
week.
Respectfully,
IMN'TON Gr:CVE GRAIN & FEED CO., INC.
Gary K Herring, Mgr.
PURINA FEEDING AND SANITATION PROGRAMS FOR EFFICIENT RESULTS

NEWTON GROVE GRAIN AND FEED CO., INC.
PURINA CHOWS Be CHECK—R—MIX FEEDS
P. O. BOX 155 — PHONE [phone]
NEWTON GROVE, N. C. 28366
February 20, 1987
Dept. of NR & CD
Suite 71.4
Wachovia Bldg.
Fayetteville, N. C. 28301
Dear Yx. Revels;
FEB 23 1987
F-11.
ENV. MXNAi-l-MENT
FAYETTEVILLE REG. OFFICE
We are writing in response to the Notice of Violation # G.S.
143-215.1 dated February 4, 1987. We wish to inform you
that the repair on Lagoon walls is completed -are working on
the irrigation which should be in operation by this coming
week.
Respectfully,
MgTON GROVE GRAIN & FEED CO., INC.
Gary K. Herring, Mgr.
PURINA FEEDING AND SANITATION PROGRAMS FOR EFFICIENT. RESULTS

2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
c
17
18
19
26
A
B
C
C �at w. sci N
[�{^
RIVER BASIN T f
REPORT 101 ARO fR MRO, RRO, WoRO WiRO WSRO TS
Other
Shipped 6y: Bus,ouri r, Other
COLLEC10R(S)K! C ��1 a J C C 1�
N.C."WT. OF NATURAL RESOURCES & COMM ITY
DEVELOPMENT IAB NUMBtR 00008: 3_5
DIVISION OF ENVIRONMENTAL MANAGEMENT DATE RECI1VFQ-% Time (.t'J
WATER QUALITY FIELD -EAB FORM (DM11 /010 R? cd.,.by,,,.._�%- 71 From. Bus c urier Other
X") .t J
SAMPLE TYPE O DATA ENTRY BY /
r pAMBIENT EMERGENCY ❑SPLIT Fl COMPLIANCE DATE EPORTFO"�: �:1 —�} l
BOD RANGE SEED: STATION LOCAT ION C) i,% r aW b n Y �Cay v : +i,r / "I 04,f.4 An 19AO ve3I n n. / 41 _F.!S o -- I 9A A
REMARKS
le Begin yy/mm/ Time Begin
Station Num er =1'
.Jj .. ago
pate En
Time En
Dept DM DB DBM
Yo ue Type
A H l
Composite Sample Type
T S B C G GNXX
80D I,i �C s m /I
Chloride940 m /I
e
1
NH4as N 610 /I
Ni -- Nickel 1067 u /
COD High 340 mg/l mg/l
Arsenic: Tot ug/l,
TKN as N 675 t--
Pb- Lead -1051 u /
COD:Low 335 mq/I m/I
Chi a: Tri 3221 ug/1
M02 -NO3as N t3G=.;'m /I!
Sb— Antimony 1097 u /
Colilorm:Mf Fecal3i 16 l %� /I Om
Chi -Corr 32209 u !
p.
PO as P 70507 tLm -/I
— Selen' uq/1
Caldor :Mf Total 04 /100m(
_
P oa h tin a 32213 u II
r �
P: Total os -P 66.7k•') Bm 11
rn- Zi c 109 u /(
Col'ilorm:Tube Fecal 115 /100ml
Color: True 0 Pt -Co
( I.LJ
P: Dissolved as 66b'j 1-{ lm I
C lilorm: ube total 31505 /104ml
Chromium:Hex.1032 -w 411
A -Silver 1077 rs 4`-i c>0 a iI
Pesticides $ cificoll
Residue- Total m /I
'`
Cyanide 720 "mg /I
Lai
AI - Aluminum l I 9 ..C� Lh •,}"'71
Volatile 505 m /I
Fluorido9511 -9/1
Be- Ber Ilium! -11 Wri of
Scan Organ6chlorine
Fixed 5io m /I
Formaldehyde 7 080 mg/1
Co- Calcium 916 lt's� m4g5j
Scan Organophosphorus
Re sidue-Susy ended 530 ma/l
and Oils 556 mg/t mg/t
Cd- Cadmium 1027 u /
volatile 535 m /I
-Grease
ordne sJotal 900 m /I
Co- ob It 103 00/1
Or anics $ ecilicall
I`Lxjtd 540 m /I
MBAS 38260 MEIII
Chromium: of 1034 un/1
H4 3 units
Phqnoli 37730 ug/1
Cu- Copper 1042 /I
Scan Base / Neutral Exlractables
Aridity to RH 4-5 436 m /i
Sulfate 945 mg/I mg/I
Fe -Ion 1045 u / I
Scan Acid Exiractables
Acidity to ph 8 3 435 m /I
Sulfide 745 m /I
Ha-Morcury 71900 u /I
Alkahnir to RH 8,3 415 m /I
Specific Cond. 95 uMhos/cm
Li - kiobium 1132 ug/I
Analysis Specifically
Alkalinity to PH 4 5 410 m /I
2--
Biomass: Dry Wt. $73 D/M
M - a nasi m 9 7
-Special
IOC 8 _ m /I
2
Biomass: Peri Ash Free 577 g/_Mj
_m•Q/l
Mn -Man onese 1055 Tg/I/I
Scan Acid Herbicides
7 rbidity 7§ NTU
2
Chi a: Peri Fluro 82547 mg/M
No - Sodium 929 m /I
Scan Pur eobles
Sampling Point
PT
2
Water Temperature(°C)
f0
D.O.
300
PH
•
40094
Conductance
a125'C
Alkalinity
PH 8.3 pH 4.5
62244 431
Acidity
pH 4,5 PH 8.3
182243 87249
Secchi (Meters)
78
Air Temperolure(•Cf
20
D.O.$ Saturation
301
Salinity
480
Algae:Floofing Mots
Severity
1325
Precipitotionfln/Days
45
Cloud Cover:?
32
WinDireNian(Deg I
36
Wind force
Beaufort
37
1 Hr. Sertlea a
Matter(ml/11Hr-1
50086
pend Fish
Saverity
1340
Turbidity Severity
1350
O or:Atmosp ere
Severity
1330
Stream Ffow
Severity
1351
peferQent Su s
SeverNy
1305
Oi-Graate
Severity
1304
Floofing De tit
Severity
1345 11315
Sludge Severity
DMI/Revised
7.85

i
3
4
5
6
7
a
9
1 i)
11
1�
11
14
15
16
11
IE
19
2C
A
B
C
COUNI Sa,',..Qs4�
RIV_ER-_BASIN: L� V
REPORT 10; ARO, &, MRO, RRO, WaRO W'RO WSRO TS^
Other _
Skipped by: Bus Couri ,, Other
QCILECIOR(S):�,
BOD RANGE :/049�h $EED�
iL
N.0WT. OF NATURAL RESOURCES Rl COIVI�NITY y� 4-
DEVELOPMENT L NUMBER 00006 �%
/
DIVISION OF ENVIRONMENTAL MANAGEMENT DAR IEVE. Time!�
WATER DUALITY FIELD -LAB FORM (DMI) /06 Send -� by• �21 �I _From Das c ar Olker
SAMPLE TYPE i DATA ENTRY BY: 3t _ CK: i_
I (AMBIENT 1:1 EMERGENCY ❑SPLII ❑COMPLIANCE DATE EFORTFD �u /`1 7
�-It►Y;P NO �'OvM on 1��'uilC'vQA►.11 Cr -,X JF,"/DiL)
STATION TION 41tc'u
REMARK$-__.�AfVrS�i�yi Y'tnr l.i Irv, Tom, jl,. J�tYs.� --
swhon Num er Date Begin fyy/mm! ! I
Time Begin
pate Fed
TimeEnd
Depth Om DBD M
Value lype I Composite Sample Type
1154
� H L T S B C G GNXX
OZ VtAj
INHi
BOD5 alQm /I
ChtoFic1o940 m /I
as N 610 FmigrIlT
Ni - Nickel 10b7 u /
sr • 1.1.
COD High 340 mg/1
Arsenic: Tolol 1002 U11/1
TKN as N 625 --.-. 4A
iPb- Leocl 1051 u /
w
COD Low 335 mg/[
Chi a: Tri 32217 U01
`
O •Np as N 63 ' w m /!
S - limon 1097 u /!
Coliform:MF Fecal 3161b `f /l
Chl a; Corr 32209 ug/l,
PO4 as P 74507 r '. �l
- $eleni u /1
Calif r :MF Total 31504 /100ml
lPheophytin a 32213 u /I
sm s l
P� alol as P 885 `�°� j
Zn-- Zinc 109 ug/1
ColifoornJu6111 F*(ol3ltj15 100ml 100m
Color: True 80 Pr -Co
P: Dissolved as P OL6 s' m
C IiForm:Tube Total OS / 00m1
I Chromium: Hex. 1032 71
Vim
W -u
A - Silver 1077 07 , _M la_
Pesticides SpEcihcolly
4/1
Residue' Totql SQQ m /I
Cyanide 770 /I
AI - Aluminum 114
Yo arils 505 m /I
fluoride951 M51/1
Be- Ber Ilium',01
'.Scan Orrwriochlorine
Fixed 510 m/l,
Formaldehyde 7 880 m /I
Co- Calcium 916 w m /I
Scan Or ano hos horns
Residue:5 oded 530 ns9/_L
Grease and Oils 556 m /I
Cd- Cadmium 1027 u9/1
Volatile 535 m /l
Hordnewfolal9 /I
Co- Cobalt 1037 u / I
Organics $ ecificall
Fixitcl 540 m /I
MEAS 3B260 m /I
Chromium:Total 1034 u !
H4 3 units
lPhanoli 32730 u /I
Cu - Co er 1042 u /I
Scan Base / Neutrol Extractables
Acidity to PH 4.5 436 m /I
Sulfate 945 - /I
Fe- Iron 1045 u /I
Scan Acid Exlraclables
Acidity to H 8 3 4ja m /I
sulfide 745 m /I
H-Mercur 00 u /1
Alkalinity to_pH B 3 415 m /I
S ecific Cond. 95 vmhos/c
Li - jjlhiumlI32 U01
Analysis $ ecilical
2
-Special --
Alkalinity to pH 4 5 410 m /I
Biomoss: Dr Wt. 573 91
M -magnesium 927 m9/I
2
TOC 8 m /I
Biomass: Pari Ash Free 572 9/M
Mn -Man onese 1055 ug/
Scan Acid Herbicides
Iufbidit 7 NTU
Chi a: Peri Flura 82547 ma /M21
No -Sodium 929 m /I
Scan Pur eables
Sampling Point
Water Tomperarure('C)
D.O.
pH
Conductance
Alkalinity
Acidity
PI o
at 25°C
PH 8,3 pH 4.5 'I
IPH 4.5 pN 8.3
63 Z
IQ
300
400
94
82244 431
82243 82242
Se(chi IMelers)
Air Temperature(°CI
D.O.Y Saturation
Salinity T-
Algae;Floating Mats
Pre(ipNalion(ln/Day)
C toudCover:
Wind Dicaction(Deg.)
Win Force
Say erily -
Beouiorl -
78
20
301
480
1325
45
32
36
37
1 Hr. Sattlecible
Dead Fish
Turbidity Severity
O or;Atmosp are
Stream Flow.
Detergent Suds
0 -7 -Grease
Floating Debris
Sludge Severity
MailerlmlllfNrl
Severity
Severity
Severity
Savorily
Severity
Severity
50086
1340
flaso
1330
1351
1305
1300
1345
1315
DMI/Revised
7.85

A
B
C
S
N.C,- 'PT. OF NATURAE. RESOURCES & CON LAITY 1 s�
COUNI DEVELOPMENT LAS NUMBfR00008: W
RIVER BASIN, DIVISION OF ENVIRONMENTAL MANAGEMENT DAIV REQEVFQ. ' SZ time,
REPORT 10: ARO MRO, RAO. WaRO WiRO WSRO TS
WATER QUALITY FIELD -LAB FORM (DMI) Recd by � From. Bus Caur� i-er Other
Other r /D6 r.
Shipped by= Bus Courier, LerSAMPLE TYPE w n DATA ENTRY BY'_CK:
LLECTOR(Sl: ,,�j]] p AMBIENT
BOD RANGE; S49 �v SEED' / STATION 10
1:1 EMERGENCY ❑ SPL IT
TIIONN l'�^sJ4t '
-Z+ , !/te r' A Y I
/❑� COMPLIANCE DATE REPORTED:t� 1. '� _
Station Num er D31e Begin yy/mm/ + lime 869
Date En
Tii efnd
Dept DM 08M Va tie Ivat
Composite Sample Type
iH L
T S B C G GNXX
�7
fU—
;7 U2—
r' :' °
BOD.S _ Icu
m /I
Chiaride94 m 1f
INHI as N i0 � [-- �r m,.) I
Ni ^- Nickel 1067 u /
"2 �
COR Hi 40 m /I
Arsenic: To u /
TKN as N ! r5 m
Pb— ead i 51 u /
Ari
COD4ow 335 -9/11
Chl a: Tri 32217 ug/1
NO *NO s•N 630 m /I
Sb- Antimony 1097 u /�
i� coklorm:MF Fe -i31616 t. /100,,,j
Chl a:Corr 32209 ug/Iug/I
PO4 as P 507 -1 m /I
15e— Selenium u /l
>IJ
Colif r :MF Total 31504 /100m
Pheophviin a 3 213 ug/1
P: 1.1 os °66 m /1
Zn—Zinc 1092 u /I
Coliform.lube Fecal i 15 ' /1 0m
Color: True 0 Pt—Co
P: Dissolve 66 ; m /I
C Iiform:lube Total 31505 /100ml
Chromium: Hex. 1032ie '/l
AS - 5ilver fJl NJ� us/I
Pesticides SpecilicalIx
Residue lot m /I
C onide 770 ' r+*f /I
Lz
At — Alumi u /I
Volatile 5PS m /I
IFIuoride9SI ma/I
IBe — Beryllium 1017 /I
Scan Or an6chlorine '
Fixed io m /1
Formaldeh 7 880 m /I
Co— Calcium 916 -9/1
Scan Or nno hos hor-js
Re% iduetSuso ended 530 ma/I ma/I
Grease and Oils 556 !f
Cd- Cadmium 1027 u /
s
Volatile 535 m /I
HatdnessJotal9 m /I
Co— Cobalt 1037 ug/I ug/I
Or anics S ecificall
fixed 540 -g/I -g/I
MBAS 38260 m /I
Chr mium: al 1034 u /
H4 3 units
Phenols 32730 u /I
Cu -Copper 42 u /I
Stan Base / Neutral Extraciables
Acidity to PH 4.5 436 mg/$
Sulfate 945 -90
Fe- Iran 1045 0911
Scan Acid Extractables
Acids to PH 8 3 435 m /I
Sulfide 745 m /I
Hg—Mefcury Z1900 u /I
AKalinif to .3 415 m /I
5 ecific Cond. 95 uMhos/c
Li — Lithium 1132 ug/l ug/l
Special Analysis Specifically
2
A16_olinily to PH 4.5410 m /I
Biomass: Dry Wt. 573 g/
M — a n s'um9 7 %I
7
IOC 8 m /
Biomass: Peri Ash Free 572 g/M
Mn -Man ane se 1055 ug/l
Scan Acid Herbicides
2
lufbidit 7 NTH
Chl a: Peri Hum 82547 mg/
N —Sodium 929 mg/IL
Scan Purcleables
Sampling Point
Water lemperoture('C)
D - U.-
pH
conductance
Alkalinity
Aridity
PT
of 251C
PH 8.3 pH 4.5
pH 4.5 pH 8.3
7
I
300
400
94
82244 431
87243 82242
Secchi (Meters)
Air Temperature('[)
0.0.E Soluratron
Salinity `14
Algae;Floating Mars
Preciptration(InlDay)
Cloud Cover::
Wind Dirartion(Deg.l
Win Force
Severity
Beaulort
78
70
301
480
1325
45
32
36
37
t Hr S.Itleo a
Dead fishTurbidity
Severity
O or:Atmasp are
Slreom Flow
DerarQent Such
Oil -Grease
Floating Debris
Sludge Severity
Matter(mIINHO
Severity
Severity
Severity
Severity
Severity
Severity
50086
11340
)350
1330
11351
11305
11300 j1345
111315
DM1/Revised
7.85

North Carolina
Division of Environmental Management
/ NOTICE OF VIOLATION OF
Y G.S. 143-215.1 G.S. 143-21.5.108
G.S. 143-215.75, et seq. G.S. 87-83, et seq.
-G.S.
PortcL-p A.n1
(Name of Violator)
Ab. i3cfc 1:95 -
(Address) ss
NOV 002073.
(Address)
/Ytu.r 4.,, Grove- a►'p - am
(City/County)
YOU ARE HEREBY NOTIFIED that the undersigned representative of
the North Carolina Division of Environmental Management observed
a violationRRf North Carolina Environmental Pollution Control
Laws at: Y� k ( L -,, (..1 A/ OAF SQ- Irmo ni Ali %.) Ari -6i
G Yu11L d- C.
(Location of Viola
on or before `;4 �4 A!g! . , 19�.
The following facts• establish a violation:
(.�. ✓ d w' a �� � r w. �
You are required to cease the unlawful activity immediately.
The following corrective actions must be taken:
A written response must be filed with the Regional Office at the
address below on or before 02-- aO 1927.
NOTICE is given that this and any further violations may result
in enforcement actions, including civil penalties.
02 � !27
(Date) J� Repr sentative's gnature)
. I ► ---- �'c� --ICS` �5-----_----, -hereby certify that I have
personallf served a copy 'of this Notice on:
at
( Nam ) ( Loca ion) -
on. D ,19 $7
(Sign ure)
Regional Office Address:

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44L,•' S � '_tel`
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`�-� seco►� glee Y �-
(„49001t � 9iz.-+mss
Fz5o-sarjlae°r3
-A !SS -sows �---3—
ss 52- - 5ou5
Fi,%% 5A*5t �u ii 5ow9
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�rrd i° 5+2� a r 5O - 5a�5 3t 5i EJ5
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POr K C hop W i ki Sw+,+e- Farm
L apoif �NO� of�ra, Si t
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Nav-4,
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ft goo - %.�/ b°.'S
`top - SowS/6.
El'6 250- SOL -3S /bvArs
X900 -SOW5/6nar-5d L4j*oa
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y.'ti�r�r1'
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
DIVISION OF WATER QUALITY
August 18, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Newton Grove Grain & Feed
Attn.: Doug Niemond
P.O. Box 155
Newton Grove, NC 28366
SUBJECT: NOTICE OF DEFICIENCY
Pork Chop Hill
Facility No. 82 - 94
Sampson County
Dear Mr. Niemond:
On July 20,1999, staff from the Fayetteville Regional Office of the Division of Water Quality
performed a routine fly -over of the Pork Chop Hill farm in Sampson County. During this fly -over, it
was observed that the irrigation system was not operating properly and wastewater was ponded in
the waste application field. One of the irrigation guns was not rotating and there was a considerable
amount of wastewater leaking around the base of the furthermost hydrant in the back spray field.
After the fly -over, DWQ staff arrived at the facility on the same afternoon to determine if
wastewater had left the application field as a result of the irrigation equipment malfunctions. The
irrigation system was no longer operating at the time of the site visit. There was no evidence to
indicate that wastewater left the field during or after the irrigation event, however wastewater was
observed outside of the normal spray pattern and ponded in several low areas within the spray field.
General Permit conditions 11.1 and 11.4 state accordingly that "The collection, treatment, and storage
facilities, and land application equipment and fields shall be maintained at all times and properly
operated." and `Land application rates shall be in accordance with the CAWMP. In no case shall
land application rates exceed the Plant Available Nitrogen rate for the receiving crop or result in
runoff during any given application.". Although wastewater did not leave the spray field, the amount
applied exceeded the infiltration rate of the soils which resulted in the ponding of wastewater.
The Division of Water Quality requests that the following items be performed:
1. Conduct a more thorough inspection of the irrigation equipment and waste application fields
before, during, and after all irrigation events to determine that all components of the irrigation system
are working properly and that wastewater is being applied at agronomic rates to prevent runoff or
ponding.
2. Please explain why the irrigation equipment was not operating properly and why the problems
were not detected by farm personnel.
P.O. BOA 29535, RALEIGH, NORTH CAROLINA 27626-0538
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 509E RECYCLID/10% POST -CONSUMER PAPER

Page 2
Pork Chop Hill
August 18,1999
Please provide a written response to this office on or before September 10, 1999 at the letterhead above regarding
corrective actions taken or planned. Nothing in this letter should be taken as absolving this facility of the responsibility
and liability of any violations that have or may result from these deficiencies. If you have any questions concerning this
matter, please do not hesitate to contact me at [phone].
Sincerely,
Ye —
/ ///,e7 kVU4,.-L
Jeffery Brown
Environmental Engineer
cc: Sonya Avant - Compliance Group
Wilson Spencer - Sampson Co. NRCS
Audrey Oxendine - DSWC Fayettevitle Office
Central Files - Raleigh

June 10, 1999
Division of Air Quality
Favctteville Regional Office
Wachovia Building
225 Green Street Suite 714
Fayetteville, N.C. 28301
Dougty emond
TD.M Forms
Box 300
Deuton Grove, N.C. 26366
910-594-0219
i UN 1 4 1999
FAYETTEVILLE
REG. OFFICE
Dear Sir or Madam:
I am writing you per instructions received in a letter from Mr. Alan Klimeck dated May 27, 1999
con9 ming temporary odor rules for swine farms_ lir his letter Mi. Klimeck stated that if I believed
that" i5 poblematic for you to comply with any of these required management practices please send
written documentation by August 1,1999." We believe that it is problematic for our farms to comply
with 'requirement No. 7. In addition we also question the effectiveness of requirement No. 1 and
believe that both of these rules will have a negligible or adverse effect on odor and could produce
negative impacts on water quality.
Requirement No. 7 states that flush tanks should be covered or the fill pipes should be extended below
the surface of the wastewater of the tank From personal observation, i feel that these tanks and the
way that they fill are not a significant source of odor on a swine farm. By covering or extending the fill•
pipes the farm operator will not be able to observe the rate at which the recycle eater fills the tank
This is critical because the tanks are often set up to dump periodically with a timer. If the tanks dump
before they are filled the result is insafficient, water to completely move the manure out of the pit thus
creating more odois from the building. Conversely, if the tank fills before it is time to dump. you risk a
spill via a blocked overflow pipe.

June 10, 1999
Page l
Requirement No. 1 states that the discharge point of the pipe from the buildings shall enter below the
surface of animal wastewater lagoons. This requirement will make it impossible for the operator to
observe what is being discharged from the buildings. A pipe that becomes clogged may go undetected
leading to a back up of recycle water in the pit with the potential to spill out of the building The
operator also will not be able to detect any unusual discharge such as firsh water from a leak or
malfunction. The added turn in the pipe needed to direct the flow under the lagoon surface could also
increase the chance of a blockage.
Because of these concerns we have not covered or extended the fill pipes on the dump tanks at any of
the farms that we own or manage. We have extended our discharge lines under the surface of the
lagoons. We have advised our growers to extend their discharge lines but have given them their choice
on how to handle the flush tanks. Most have opted to leave them as is. i have included a list of farms
associated with TDM in your region. This includes farms, which we own, manage, or grow hogs on
Contract for us.
Thank you for your attention to this matter and if you have any questions please feel free to contact me.
Sincerely,
Doug Niemond
Environmental Manager
Cc:DWQ Mr. Bob Heath

FARM NAME DWQ FACILITY NO.
TDM#1 WALLER
82-378
TDM#2 TARHEEL FARMS
26-25
TDNM
1'.
TDNW CASEY
82-274
TDM#7 WILSON
82-196
TONM ROSE
82-101
TDM#11 HARRELL
82-275
TDM#12 A&W
82-97
TDM#13 S&O
82-282
TDM#14 MARK BAREFOOT
82-521
TDNW6 3D
82-210
TDM#17 DODSON
82-390
TDM#18 GIDDENS
82-100
TDM#19 BASS
82-221.
TDM#20 THORNTON
82-47
TDM#21 HERRING
82-49
TDNM3 DAUGHTRY
82-601
TDM#24 WILLIAMS
82-625
TDM#25 SUTTON
82-718
TDM#26 CYPACK ,
26-72
TDM#30 BEST BROTHERS
82-699
TDM#100 BAREFOOT NURS
82-58
TDNM 02 SULLIVAN
82-175
TDM#103 EDWARDS
82-177
TDM#104 CASEY NURS
82-655
PCH
82-94
PCH -FINISHING
82-67
PCH 6
82-488

Doug Niemord
Box 300
Newton Grove NC 28366
NCDNR
Division of Water Quality
225 Green Street
Suite 714
Fayetteville NC 28341-5043
RECEI��
Mardi 1 1999
X1,1 1 0 3 1999
FAYET-7'EVILLC
REG- r- _FPCE
Dear sirs:
In response to the notice received February 26 I999, following is an evaluation of the reasons that the
freeboard reached a level of 16 inches on January 25 1999. The main reason that the freeboard was high on
that dale was rainfall. We recorded 3.5 inches of rain on Jan 23 and Jan 24. This was in addition to the 4
inches that had already been received in January. The rain that fell on the 20 and 25" raised the level of
the lagoon 5 inches. We began pumping on the 26`s of January and had the Lagoon level below the required
19" by Friday January 29`s. 1 spoke with Mr Jeffrey Brown of the DWQ on both Wednesday 27h and
Thursday 2e at the NCSU animal waste symposium. I told Mr Brown that the freeboard would be below
19 inches by the 29'h and that we would continue to pump through the weekend He instructed me to call
in to lois office sometime the week of Feb 1" and report that the freeboard was below 19 inches, which I
did.
The lagoon in question was designed in 1976. In 1996 we installed an NRCS designed drain to intercept
ground water that was entering the lagoon. This drain has worked very well. However during times of
heavy rain we noticed that the lagoon seems to rise more than expected I attribute this to ground water
entering the lagoon that the drain does not intercept.. The lagoon does have some accumulation of sludge.
We have been evaluating a biological product to reduce this sludge. Based on lagoon analysis and
sampling treatment volume appears to be adequate. In addition to the testing of the above mentioned
biological product we are also evaluating alternative waste handling and treatment systems. Statements
published by government officials lead me to anticipate that this lagoon along with all others may soon be
"phased out". We will try to do a better job managing our freeboard level in the firture. If you have any
questions please feel free to contact me. � f/
Doug N

JAMES 13. HUNTJR. f,F, :,;�,'.�
Vt
' 'WAYNE McDEViTT'
.� SECRETARY
r��.i.ra-as.`.%> rzzn""f_2 erg c
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
February 19, 1999
Newton Grove Grain and Feed
Attn: Doug Neimond
P.O. Box 155
Newton Grove, NC 28366
SUBJECT: NOTICE OF DEFICIENCY
Pork Chop Hill
Registration No. 82 - 94
Sampson County
Dear Mr. Neimond:
On January 25, 1999, staff from the Fayetteville Regional Office of the
Division of Water Quality received a call from Doug Neimond, as required by the
General Permit condition III.6(e), informing the staff that one of the waste
lagoons at Pork Chop Hill was in the emergency storage level (16"). An inspector
made a site visit to the farm that morning to confirm the level of the lagoon. Mr.
Neimond stated that they would be able to apply waste on some of the fields in a
couple of days thus allowing them to obtain the required freeboard. Mr. Neimond
contacted the office on February 4, 1999 to inform the staff that the lagoon was
back in compliance at a level greater than the required freeboard (19"). The lack
of adequate freeboard is in non-compliance with the Certificate of Coverage
reissued to this facility on June 26, 1998.
PIease provide this office with an evaluation of the reasons for the freeboard
deficiency at this facility. Please include the following items as a part of the
evaluation.
I . Current sludge accumulation in the lagoon.
2. A review of the adequacy of lagoon treatment and storage capacity.
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST -CONSUMER PAPER

Page 2
Pork Chop Hill
February 19, 1999
Please notify this office in writing on or before March 12, 1999 at the address below as to the
actions taken or proposed to be taken to resolve these deficiencies. Nothing in this letter should be
taken as absolving this facility of the responsibility and liability of any violations that have or may
result horn these deficiencies. If you have any questions concerning this matter, please call Jeffery
Brown, at [phone].
Sincerely,
Jeffery Brown
Environmental Engineer
cc: Sonya Avant - Compliance Group
Central Files
Audrey Oxendine - DSWC Fayetteville Office
Wilson Spencer - Sampson Co. NRCS
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