HomeMy WebLinkAbout310432_HISTORICAL_20171231V
NUHIHUAHULINA
Department of Environmental Qual
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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-432
Facility Name: Elder Crook 1
Certified Operator Name. JB Stroud
County: Duplin
Operator Number: AWA 18 162
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to [he
lowest point on the top of the dam for lagoons without spilWays; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 - Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: Lag I
Spillway(Y or N): N
Level(inches): 14
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
Liqu id level Is with i n the 25 year 24 hou r storm elevations fo ' r one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan Isa list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*If animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
712J2013
I hereby certify that I have reviewed the Information listed above and Included within the
attached Plan of Action, and to tho beat of my knowledge and ability, tho Information Is
accurate and correct.
JB Stroud Phone:
Facility Cwner/Manager (print)
(01.1 K ta� Date:
eA6--C-f 1z
I lity OwneriMana"Ignature)
: r
910-271-1564
7/11/20113
Il. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1.
StructurelD: Lagoon I
line m = 157.6 1b PAN
2.
Structure ID:
line rn =
lb PAN
3.
Structure ID:
line rn =
]b PAN
4.
Structure I D:
line m =
lb PAN
5.
Structure I D:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +24- 3+4+6+6= 157.6 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
2 PAN balance BALANCE FOR
(Ib/acre) fIELD jibs.)
column r x a
Olklktj UU I I W I L ul up tv lu 11 IIJ uppiludUVI I UdLU U1 I MAI W Up dRFJ11UU1JV11 Utey 111FA I ly UOW TQ1 WVallaUle
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 1500.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANeE
w. Total PAN to be land applied (line n from auction 11) = 157.6 lb. PAN
PoA (30 Day) 2/21100
x. Crop's remaining PAN balance (line v from section 111) 1500.0 1b. PAN
y. Overall PAN balance (w - x) a M-42 lb. PAN
Line y must show as a deficit. If line y does not show as a defIcit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Ireceiving facility. I
I rrigation onto eXiStIng spray fields wil I continue as weather and field cond itions permit. Add itional land is
available for pumping If needed, Producer has taken a new waste sample, POA can be updated with the
current anay;sis as soon as it Is pouted online.
PoA (30 Day) 2/21/00
4
0
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): 75550—ul
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker inches
b. designed 25 yr./24 hr. storm & structural freeboard inches
c. line b - line a flnches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) ft2
e. line c/12 x line d x 7.48 gallons/fe 272967 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage pedod according to structural design days
g. volume of waste produced according to structural design
h. current herd# certified herd
actual waste produced = current herd x line g
certified herd #
1. volume of wash water according to structural design
1. excess rainfall over evaporation accord Ing to design
k. (lines h + i + J) x 7.46 x 30 days/line f=
4. 7ctal; PAN to be, land applied during draw down period
1. current waste analysis dated J_ 214/20173
m. � (lines e + k)11 000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 20/00
532 80 ft'
f?
ft3
77331 gallons
lbs/1000 gal,
167.6 lbs. PAN
1.
��W'SW E)A
V/0",
PLAN OF ACTION(Poe) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 311-432
Facility Nerne: Elder Crook I
Certified Operator Name: JB Stroud
County: Ouplin
Operator Number: AWA 10162
1. Current liquid level(s) in inches as measured from the current liquid level In the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
In the lagoon to the bottom of the spillway for lagoons with spillways,
Lagoon I Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: Ug I
Spillway(Y or N): N
Level(Inches): 10
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Acilon are attached. Hydraulic and agronomic balances are
within acceptable ranges.
x Liquid level Is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action Is attached, Agronomic balance Is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled Is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
Information. Contact and secure approval from the DVVQ prior to transfer of waste to a site
not covered in Me facIlity's CAWIVIP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding anlmal units and dates fro depopulation
*If animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard feve15 and herd populaUon for the receiving facility
3. Earliest possible date to begin land applicatlon of waste: 71212013
I hereby certify that I have reviewed the Information listed above and Included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information Is
accurate and correct.
JB Stroud Phone: 910-271-1504
acillty Owner/M rper (print)
cev'� Date: -W��
------Pecillty Owner/Manager ure)
III TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon'!
line m = 206.8 lb PAN
2.
Structure ID:
line M a
lb PAN
3L
Structure ID:
line rn =
lb PAN
4.
Structure ID:
line rn =
lb PAN
5,
Structure 10:
line m =
lb PAN
6.
Structure 10:
line m =
lb PAN
n. lines 1 +2+3+4+6+6a 208.8 lb PAN
Ill. TOTAL PAN -BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. 00 NOT LIOT FIELDS TO WMIGH PAN IGANNUT Old APPLIEV UUMNU TM13 30 DAY PLKIUU.
p. field 0 q. crop r. acres , Is, remainlrig IRRit TOTAL PAN ju. application wirldowl
2 PAN balan @ BALANCE FOR
(lb/wm) FIELD jibe.)
I I cwummrxs
IT2933 1 41Bermuda 1 1 A31 200.001 286.0lMarch-SePt
Q16aM 61611 1 VI It %,I NJF Of IU191%j OFFIIUULIWI I Unto UPI In^% %A VF IMPPOINfamn I wakill IN IPII%j Wom IWI N;NT=II0WIU
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column Q a 288.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN EkALANCE
w. Total PAN to be land applied (line n from section 11) a 208.8 1b. PAN
PoA (30 Day) 2121/00
- it,:,
x. Crop's remaining PAN balance (line v from section 111) 286.0 lb. PAN
y. Overall PAN balance (w - x) = =7 1b. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here Including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new Information. If now fields are to be Included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balanci. If animal waste is to be hauled to
another permitted facility, provide Information regarding the herd population and lagoon freeboard levels at the
receiving facility.
I rrigallon onto existing spray fields will continue as weather and field conditions permit. Additional land Is
available for pumping if needed. Producer has taken a new waste sample, POA can be updated with the
current anaylels as soon as it Is posted online.
PoA (30 Day) 2121/00
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Nameildentifter (113): 1 Lagoon I
2. Current liquid volume in 25 yr,/24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural fireeboard elevation)
line c/12 x line d x 7.48 gallonsife
3. Projected volume of waste liquid produced during draw down period
f. temporary storage pariod according to structural design
1 12.0 inches
I 19-011nches
7.0 Inches
1 87583 ft'
382154 gallons
1 180 days
g. volume of waste produced according to structural design ft3
h. current hard # certified herd #
actual waste produced = current herd x line g 153280 ft'
certified herd #
1. volume of wash water according to structural design
1. excess rainfall over evaporation according to design
k. (lines h + i + J) x 7.48 x 30 daysAlne f--
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 2/4120131
rn. ((lines a + k)/1 000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/211100
01ft3
87501fl,
77331 gallons
lbs/1000 gal.
206.8 lbs. PAN
r
11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
i. structure ID: Lagooni
line I =
122075 gallons
2. structure ID:
line I =
gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure 10:
line I c
gallons
6. atructure I D:
line I =
gallons
n. IIn9s1+2+3+4+3+6a
o. line n 127164 a
122075 gallons
4.60 acre -inches
Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD112
'While this section deals with hydrau Ile loading capacities, applications cannot exceed
agronomic rate for receiving crop according to Its certified waste plan.
2 Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste. .
mum
W(lb/scre)
u. mma-Ining
IRR-2 PAN
'balinm
x. total acme available during 5 day dnm down (sum of column Q a 6.95 acres
IV. FACILITY'S POA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA � Day) 2A 0.65 Inches per acre to be applied within 5 days
line x
If unable to land apply hydmulic load listed In line y, list course of action here Including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
1. Describe moisture conditions of fields? (e.g. Is them water standing in field; does Irrigation
equipment mar down In field* "trafficabil ItV' across solisp wIll soils absorb appilcation without runoff, etc.)
2. Date and amount of last rainfall event?
DATE: I
soil
AMOUNT: I linches
appl�lng the volume
line 'W' at aouropriate seasonal (I. a. winter)-opollcation rates within 6 days?
S. Irrigation edule for next 5 days - Include daily schedule; proposed -application rates and amounts
per Irrigation event, changes made In gun sizes, nozzles, "o" rings, operating tIme, travel speed, etc. to
intormation
PoA (5 Day) 2/21/00
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NanWidentifier (ID): �() �on I
2. Current liquid volume in structural freeboard
a. current liquid level according to marker Inches
b. designed structural freeboard zone ��Inches
(Normally 12 Inches or greater)
c. line b - line a (inches within structural freeboard) 2.0 inches
d. top of dlke surface area according to design
(area at below structural freeboard elevation) 875831ft2
line c/12 x line d x 7.48 gallons/ft' 109187 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design days
g. volume of waste produced accordlrg to structural design
h. current herd# oartlfled herd #
actual waste produced = current herd # x line g 53280 it'
certified herd #
1. volume of wash water according to structural design ft3
excess rainfall over evaporation according to design r 8750
1ft'
k. (lines h + I + J) x 7.48 x 5 days/line f 12888 gallons
4. Total volume of wasts to be land applied during 5 day draw down
I. total volume to be land applied line a + line k a 122076 gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
JB Stroud - Elder Creek #1
315 JB Stroud Rd.
Magnolia, NC 28453
(910) 296 3090
wean - feeder
NUMBER OF ANIMALS: 3120
(Design Capacity)
RECEIVED I DENR I DWO
AQUIFr-RPPnTFr.T1nNAFrT10N
MAR 2 7 2009
�Uoq
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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 sail 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. Always apply waste based an 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 OEM regulations. Wind conditions should also be
considered to avoid ddft and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
grovVing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you vdil find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-11.02117 adopted by the Environmental Management Commission.
Page 1
V1
1"
3,120 animals X QA2 (tons) wastalanimal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,120 animals X 9AI lbs. PAN/animaltyear
Guide Std. 633)
1,310 (tons) waste/year.
1,498 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big Job. You should plan time and have appropriate
equipment to apply the waste In a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
?'able 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T261 8
1
GOA
Bahai(G)
275
6.95
1911.25
March - Sept.
T2618
I
GoA
Small Grain(G)
so
6.95
347.5
Sept -April
91W
OPTIONAL LAND
IF NEEDED
LEASED L
AND
-T298a
1
AuB
Bermuda
1 235
7.50
1762,5
March - Sept.
T-2913a
1
AuB
Small Grain(0)
50
7.50
375
Sept - April
7,Q 5 97
0
0
0
0
0
I otal to-'ral Z'Zoo-fo
*This N Is from animal waste only. ff nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N mugt be based on realistic yfeW o=ectation,
NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1998 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses aff nutrients.
This plan only addresses Nitrogen.
Page 2
4.
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator da4w not own adequate land [see
Required Specification 21)
J00
Tract Field Soil Crop Lbs. N Lbs. N Month of
# No. TvDe Per Acre* Zoe- �es Utilized Awfication
- p
Additional Land tional
* See footnote for Table 1 -
Total
Totals from above Tables
1 3.411 I,IZ7.13 I
Acres Lbs. N
Utilized
Table 1 6.95 2.259
Table 2 OPTIONA
Total 6.95 2,259
Amount of N Produced 1.498
Surplus or Deficit (761)
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrknt rich and will require precaudonary measums to prevent over
applicaUan of nu&ftnt or other eiGments.
Page 3
See attached map showing the flelds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate jIn1HQ Amount (In.)
1,1 AuB 113asture 0.6 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TA13LE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility Is designed for L8D 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
waste being stored In your structure exceed Elevation -*,gee la -goon desion,
Call the local Natural Resources Conservation Service (fonnerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narmtive of operation:
Acres shown are *etted' acres. Leased land will be aelied to if needed with a honey wagon,
therefore the acreage shown is 100% effective area.
Page 4
0
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water Is prohibited.
2 There must be documentation In the design folder that the producer either owns or has an
agreement for use of adequate land an which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change In the operation,
increase in the number of animals, method of utilizabon, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients,
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are Installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
6 Odors can be reduced by injecting the waste or disklng after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste Is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
pmne 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied an 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 Waste nutrients shall not be applied in fall or Winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential prop" boundary
and from any perennial stream or river (other then an Irrigation ditch or 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. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer then 200 feet of dwellings other then those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other prop" and public right-of-ways.
15 Animal waste shall not be discharged into suftce waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6
'il —�7
7
U
4.�
lop" MM"15,
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 appliceflons 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 malntain 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 annuafly
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and altemative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste applIcation records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (6) years.
23
Dead animals will be disposed of In a manner that meets North Carolina regulations.
Page 7
4,
Name of Farm., Elder Creek #1
Owner / Manager Agreement
I (we) understand and will fbilow and Implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilizatlon plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will requfre a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: JB Stroud, Jr.
09830 pryno
r
S I g n atu r a 9.., - A Date:
Name of Manager (if different from owner):
Signature: Date:
Name of Technical Specialist: (Piesse pdnt) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency):
Slgna
P.O. Box 759
Rose HIII, NC 28455
... ......... o
re: 11710 2
r Page 8
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: JB Stroud
Address: 315 JB Stroud Rd.
Magnolim, NC 2M3
Telephone: (910) 296 1564
Table I - Field Specifications
Approximate
Maximum
Useabte Size
Field of Field
County: Duplin
Date: 07/31/2000
Revised 3117/2003
Maximum
Maximum Application
ApplicatJon per Irrigation
Rate Cycle
11111K=111INU moype slope 1% Crop(s) (In/hr) n es Comments
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
make, Model and Type of Equipment: 2.5w Traveller
Field No. Travel Application TRAVELLANE Wefted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrsnt No- ftminl (inthr.) Width(ft.) Lenath(ftl (feet) (inrhesl at Gun(DSil at reel(osi) Pattern Comments - Acres ner aull
Sheet4
TABLE 4 - Irrigation System Specificadons
Traveling
Solid Set
Inigation Gun
Irrigation
Flow Rate of Sprinkler �gpm)
115
Operating Pressure at Pump (psi)
101.2
Design Precipitation Rate (inthr)
0.30
Hose Length (feet)
850
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power R292irement. (hp)
13.6
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
3.29
Dead End
2.33
Tee
1.63
Gate Valve
2.33
45 degree bend
1.77
Page 10
Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC 28458
Phone: (910) 289 2111 1
Required Documentation
The following details of design and materials must awompany all irrigation designs:
v3//7 /0 --�
1. A scale drawing of ft proposed Irriptim system wbich Includes hydrant locations, pipelines. thrust block locallcons and buffer areas where applicable.
2. Assumptions and corriputations for determhhg total dynamic head and horsepower requirements.
3. Computations used to determine all malrillne and lateral pipe sizes.
4. Sources ancilor calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks wW Illustr2fi" of all thntst block oonfigurations required in the system
6. Manufacturees specfficab= for the Irrigafim pump, traveler and sprinkler(s).
7. Manufactureft specifications for the Irrigation pipe andAor USDA-NRCS starWard for IRRIGATION WATER CONVEYANCE.
a. The Informatlon required by this form are the minimum requirements. it Is the responsibility, of the designer to ooraider ap relevant factors at a particular site and
address them as appropriate.
9. irrigation pipes should not be installed In lagoon or storage pond embankments vAU=t the approval of the designer.
NOTE: A buffer strip of 50' or wider rnust be maintained betmen the limits of the irrigation system and all
perennW strearns and surface waters per NC Statutes.
Sheet6
Narrative of Irrigation System Operation
Field 2 has been added to the wetted acreage determination, and will be irrigated with a hardhose traveller. SB 515
setback requirements apply to this field, however, the third party agreement takes property line setbacks out of consideration.
There are no wells or residences in the vicinity of the new fields. The only setback applicable is a 75'setback from
Interstate 40.
The equipment used in this design is the same equipment as used in the wetted acreage determination.
Sheet7
CALCULATIONS
Sprinklgr Spm1ficafigns
Sprinkler Type: Nelson 100
Nozzle Size:
0.857 Inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
115 gpM
Wetted Diameter:
240 feet
Desired Spacing (%): 70%
Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 21T pieces,
so round,to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (�Q: 75%
Application Rate = (96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate = 0.30 In/hr
300 degree arc =
0.36 in/hr
220 degree arc =
0.49 In/hr
180 degree arc =
0.60 in/hr
Trayg[ler Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree are =
1.37 ft/min
220 degree arc =
1.64 ft/min
180 degree arc =
2.73 ftJmln
Mainline Y-elarby
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 Inches
Velocity= 2.93 ft/sec.
Page 13
Sheet7
MaximUM Mainfing Eriction Lggs
Most distant hydrant: 3
Total distance: 1300 feet
Friction Loss Is figured using HazenNVIIIJarn's Equation
Friction Loss= 0.75 feet/1
00 feet
Max. Mainline Loss = 9.7 feet
3:l;tjaJ Dynamic Hand
or 4.2 psi
Sprinkler Pressure:
50 psi
Loss through traveller:
40 psi
Elevation head:
0 psi
Mainline loss:
4.2 psi
Suction head and lift:
2.2 psi
5% fitting loss-,
4.8 psi
TOTAL(TDH) -
101.2 psi or 233.8 feet
Ho[Aepgwer Requirqd
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeclency
Pump Description: Berkeley 82.5
Pump Efficiency: 50%
orsepower Required: 13.6 Hp
1hrust alockft
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust, 2800 feet
Soil Bearing Strength- 1200 feet
End Cap: 2.3 ft2
90 degree elbow: 3.3 ft2
Tee: 1.6 ft2
45 degree elbow: 1.8 ft2
PLpe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 101.2 psi
70% of Pressure Rating: W psi
If Max. Pressure on system Is less then 70% of Pressure Rating, OK
Page 14
1�
FROM
rl�
PRODUCER: JB Stroud - Elder Creek #1
LOCATION: 315 J13 Stroud Rd.
Magnolia, NC 28453
TELEPHONE: (910) 296 3090
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 3120
(Design Capacity)
The waste from your animal facility must be land applied at a specifiecl�rate to prevent pollution
of surface 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally wasteshall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
ap p I ied to la n d erod i n g at up to 10 tons per year. Do not apply waste on satu rated soi I s, 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
t
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-11.0217 adopted by the Environmental Management Commission.
Page 1
9
/Alp
I
0
I
AmoUnl-of 3Naste ProdurAd Per Year (galloi3s. ft-tons, etcJ
3,120 animals X DA2 (tons) waste/animallyear
Amount of Plant Avallable Nitrogen (PAN) Produced Per Year
0
1,310 (tons) waste/year.
3,120 animals X I" lbs. PAN/animallyear 1,498 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
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
. I
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER,,
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T2618
1
GoA
Bahai(G)
275
6.95
1911.25
March -Sept.
T2618
I
GoA
Small Gralin(G)
501
6.95
347.5
Sept - April
OPTIONAL LAND IF NEEDED 7
LEASED LIAND
T2933
1
AuB
B e r m u d a (ESP,), ((VW
�3 235
7.50
1762.5
March - Sept.
T2933
1
AuB
Small'Grain(0)
50
7.50
375
Sept - April
01
0
0
0
0
Total 2,253.75
*This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N mUst be based on real/sUg ZW4 aWgrfallon.
NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Spdclflcallon 21) 5 re'r L
0 4r .0 CPO
Tract Field Soil Crop Lbs. . N /A, s- �es Lbs. N Month of
# No. Twe Per Acre* Utilized ADDlication
Additional Land - Optional
* See footnote for Table 1.
Total I _ 3.4711,127.751
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.95 2,259
Table 2 OPTIONA -
Total 6.95 2,259
Amount of N Produced 1 498
Surplus or Deficit I
NOTE. 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 nutrient or other elements.
Page 3
93
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (InII-16 Amount (In-)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every § MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted' acres. Leased land will be applied to if needed with a honey wagon,
therefore the acreage shown is 100% effective area.
Page 4
'A
-IdT �gj �Jfl I I �q'�
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there Is a change in the operation,
increase In the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on so!] type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the Irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the applicaiion does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsIte or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5
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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
I I Any now 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 from any perennial stream or river (other then an irrigation ditch or 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. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, dralnageways, or wetlands by
discharge or by over -spraying. Animal waste may do applied to prior converted wetlands
provided they 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 courses 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.
Page 6
r�
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 shouW 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 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. Pumpling shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall b6 monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7
Name of Farm: Elder Creek #1
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established In the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there mu�t be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
.1
Name of Facility Owner: JB Stroud, Jr.
(Please print)
Signature- Date:
:5 zZ2 1 3
Name of Manager (if different from owner):
Signature: Date:
Name of Technical Specialist. (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signati,
e
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: JB Stroud County: Duplin
Address: 315 JB Stroud Rd.
Magnolia, NC 28453 Date: 07/3112000
Telephone: (910) 296 1564 Revised 3/17/2003
Table I - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
�Hzloiw) Soil Type Slope % Crop(s) (Inthr) (inches) Gomments
IV.
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2-5" Traveller
Field No.
Travel
Application
TRAVELLANE
Wetted
Nozzle
Operating
Operating
and
Speed
Rate
Effective Effective
Diameter
Diameter
Pressure
Pressure Arc
Hvdrant No.
Mmini
(in/hr.)
Width(ft.) Lenath(ft)
(feet)
finches)
at Gun(osi)
at reet(Dsi) Pattern Comments - Acres oer oull
WWII
Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (qpm)
115
Operating Pressure at Pump (psi)
101.2
Design Precipitation Rate (In/hr)
0.30
Hose Length (feet)
850
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
13.6
TABLE 5 - Thrust Block Specifications
THRUSTBLOCK
-LOCATION
AREA (sq. ft.)
90 degree bend
3.29
Dead End
2.33
Tee
1.63
Gate Valve
2.33
45 degree bend
1.77
Page 10
Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC 28458
Phone: (910) 289 2111
Required Documentation
The following details of design and materials must accompany all irrigation designs:
13//7 /0 �i> ,
1. A scale drawing of the proposed Irrigation System wNch includes hydrant locatk3ns. pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining totad dynamic head and horsepower requirements.
3. Computations used to deterrnine all mainline and lateral pipe sizes.
4. Sources andfor calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the Irrigation pump. traveler and sprinkler(s).
7. Manufackirers specifications for the irrigation pipe andlor USDA-NRCS. standard for IRRIGATION WATER CONVEYANCE.
8. The information requfted by this form are the minimurn requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
S. Irrigation pipes should not be installed in Lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of W or wider must ba maintained between the limits of the inigation system and all
perennial stream and surface waters per NG Statutes -
-%4
Sheet6
Narrative of Irrigation System Operation
Field 2 has been added to the wetted acreage determination, and will be irrigated with a hardhose traveller. SB 515
setback requirements apply to this fie!d, however, the third party agreement takes property line setbacks out of consideration.
There are no wclls or residences in the vicinity of the new fields. The only setback applicable is a 75setback from
Interstate 40.
The equipment used in this design is the same equipment as used in the wetted acreage determination.
V.
Sheet7
CALCULATIONS
Sprinkler SpeGifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.857 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
115 gpM
Welled Diameter:
240 feet
Lane Sinclao
Desired Spacing
70%
Design Spacing(feet):
168 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
180 feet
Actual Spacing (%):
75 %
A121211cation Rate
Application Rate = (96.3xFlowrate)/(3.1416)1(.9xradius)squared)
Design App. Rate = 0.30 inthr
300 degree arc = 0.36 in/hr
220 degree arc = 0.49 in/hr
180 degree arc = 0.60 in/hr
Traveller Sneed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree arc = 1.37 ft/min
220 degree arc = 1.64 ft/min
180 degree are = 2.73 fVmin
Mainline Ve[ggdJ3t
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 2.03 ft/sec.
Page 13
Sheet7
Maximum Mainline Frictign Less
Most distant hydrant: 3
Total distance; 1300 feet
Friction Loss Is figured using HazenWillam's Equation
Friction Loss= 0.75 feettl 00 feet
Max. Mainline Loss 9.7 feet or 4.2 psi
Total -Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 40 psi
Elevation head: 0 psi
Mainline loss: 4.2 psi
Suction head and lift: 2.2 psi
5% fitting loss: 4.8 psi
TOTAL(TDH) 101.2 psi or 233.8 feet
Horsel2ower aggiulred
Horsepower = Flowrate x TDH(feet) 13960 / Pump effeciency
Pump Description: Berkeley B2.5
Pump Efficiency: 50 %
orsepower Required: 13.6 Hp
Thrust E112fiking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust: 2800 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.3 ft.2
90 degree elbow: 3.3 ft2
Tee: 1.6 ft2
45 degree elbow*. 1.8 ft2
PA12o PrefisurILRating Chec
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 101.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 14
1�
Sheet7
NPSHA: 14
NPSHR: 7 Tom pump curve
IfNPSHA>NPSHR OK
Page 15
Aq
'4
p q I
64
e v
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. . . . . . . . . . . .
tj v
16-
pt.
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o� VA �610�
(.4
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co 7
James Stroud Jr.
Elder Creek Farm
315 JB Stroud Rd
Magnolia NC 28453
Dear James Stroud Jr.:
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 Quafity
May 1, 2003
Subject: Certificate of Coverage No. AWS310432
Elder Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Pernft
In accordance with your application received on March 10, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James
Stroud Jr., 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 AWS310432 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Elder Creek Farm, located in Duplin County, with an animal capacity of no
greater than an -Einnuafav��ge bf 3120 Wean'to Feeder swine and the application to land �s specified in
the facility's Certified Animal Waste Management Plan (CAVROP). 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 October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
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.
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. WWI
Now
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Intemat http:4fh2o.enr. state, nc. us/ndpu
Telephone (919) 733-5083 Fax (919)715-6048
Telephone 1-877-623-6748
50% racycl ecV 10% post -con s ume r pa per
A W
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 iacility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field .
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Pern-dt, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership 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 Wilmington Regional Office. The Regional Office
Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at (919) 733-5083 ext. 502.
Sincerely,
Vz -
for Alan W. Klimek, P,E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ecs)
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310432
NDPU Files
V;
IN
Wettable Acres Determination Certification
Name of Facility: Elder Creek #1
Facility Number: 31-432
Owner(s) Name: JB Stroud, Jr. Phone No: (910) 2961564
MallingAddress: 315JBStroudRd.
Magnolia, NC 28453
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization
Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets,
calculations, and other Wettable Acres Determination documents, along with the applicable Waste
Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water
Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan.
Any future modifications must be approved by a technical specialist and filed with the Soil and Water
Conservation District prior to implementation. If any modifications to the existing irrigation system or any
new irrigation equipment was required to adequately address the waste management needs of this facility,
Owner Name: JB Stroud. Jr,
Owner Signature:
Technical Specialist Name: Kra
Technical Specialist Signature:
"W)-6/Z5 j
Date:
r1j.
If assisted be an Irrigation Specialist or Yrofessional Engineer please read and sign bellow*
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste application
equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist I PE Name:
Irrigation Specialist I PE SIgnature:
S ubm It th Is form to:
Attn: Sonya Avant
Non-Dlscharge Compliance Unit
Division of Water Quality
1617 Mail Servlce Center
Ralela h. NC 27699-1617
Date:
WADC - 7199
PRODUCER: JB Stroud - Elder Creek #1
LOCATION: 315 J13 Stroud Rd.
Magnolia, NC 28453
TELEPHONE: (910) 296 3090
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 3120
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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 soll 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typlical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find Information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis,
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1
. ..... fill
3,120 animals X 2A2 (tons) waste/animallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,120 animals X QA11 Ibs. PAN/animal/year
Guide Sid. 633)
1,310 (tons) waste/year.
1,498 lbs.PAN/year. (PANfromN.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Solll Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized ADD111catlon
T2618
1
GoA
Bahal(G)
2751
6.95�
1911.25
March - Sept.
T261 8
1
GoA
Small Graln(G)
50
6.95
347.5
Sept - April
OPTIONAL LAND IF NEEDED -
LEASED L
AND
T2933
1
AuB
Bermu5a(H)
235.
7.50
1762.5
March - Sept.
T2933
1
AuB
Small Grain(G)
50
7.50
375
Sept - April
0
0
01
01
1 01
Total I ZJZT 2,258.75
r, 15
*This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic Mid Wactatji2n.
NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
QnTr7 wt�fft'�� r.
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
a No. I Ype Per Acre, utnizea Application
F I I I I I I I I
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.95 2,259
Table 2 0.00 -
Total 6-95 2,259
Amount of N Produced 1,498
Surplus or Deficit (761)
NOTE: The Waste Utilization Plan must contain provisions 1br periodic tend application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application otnutrient or other elements.
Page 3
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (in.)
I'l AuB Pasture 0.6
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED 13Y IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility Is designed for ifM days of temporary storage and the temporary storage must
be removed on the average of once every Q MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon desion.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysIs. report for assistance In
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted'acres. Leased land will be aRplied to If needed with a honey wagon,
therefore the acreage shown Is 100% effective area,
Pagp 4
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharg& of waste which reaches surface water is prohibited.
2 There must be documentation In the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who Is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions. and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that Is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are Installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there Is danger of drift from the Irrigation field.
6 When animal waste Is to be applied on acres subject to flooding, It will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolinan for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil Infiltration rate such that runoff
does not occur offsIte or to surface waters and In a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5
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 Waste nutrients shall not be applied In fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste Is applied from a lagoon that Is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393 - Filter Strips).
12 An! mal 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, drainagaways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialistm.
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 courses 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.
Page 6
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 planm 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 animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels In the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of In a manner that meets North Carolina regulations.
Page 7
jVRW
Name of Farm: Elder Creek #1
Owner / Manager Agreement
I (we) understand and will follow and Implement the specifications and the operation and
maintenance procedures estabIlshed In the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: JB Stroud, Jr.
(Please ptint)
Signatur `4 Date:
Ll
Name of Manager (if different from owner):
Signature:
Date:
Name of Technical Specialist: (Piesseprfnt) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency):
Signatu
P.O. Box 759
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: JB Stroud
Address: 315 JB Stroud Rd.
Magnolia, NC 28453
Telephone: (910) 296 1564
Table I - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County. Duplin
Date: 7/31/00
Maximum
Maximum Application
Application per Irrigation
. Rate Cycle
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2.5" Traveller
Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. ffilmin) (in/hr.) Width(ft.1 I-enath(ft) (feet) (Inchesl at Gunfnsi) at reelffisil Pattern Carnments - Acres ner null
TOTALACREAGE=
Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrination Gun
Irrigation
Flow Rate of Sprinkler (gpm)
115
Operating Pressure at Pump (psi)
98.2
Design Precipitation Rate (inthr)
0.30
Hose Length (feet)
850
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
furnp Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
13.2
TABLE 5 - Thrust Block Specifications
THRUSTBLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
3.29
Dead End
2.33
Tee
1.63
Gate Valve
2.33
45 degree bend
1.77
Page 1
-F�-
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US Postal Service
Receipt for Certified Mail
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Do not use for I riternationat Mail remisq)
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Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy Farms
Address:
PO Box 759 Rose Hill, NC 28458
Phone:
(910) 289 2111
Required Documentation
The following details of design and materials must acrompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations. pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for deterrnining applicabon rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in Lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained belween the limits of the irdgation system and all
perennial steams and surface waters per NC Statutes.
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Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.857 Inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
115 gpM
Wetted Diameter:
240 feet
Lane-Specino
Desired Spacing (%):
70%
Design Spacing(feet):
168 *PVC Irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
180 feet
Actual Spacing
APplir.ation Rate
75%
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.30 in/hr
300 degree arc =
0.36 In/hr
220 degree arc =
0.49 In/hr
180 degree arc =
0.60 in/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 Inches
300 degree arc =
1.37 ft/min
220 degree arc =
1.64 ft/mIn
180 degree arc =
2.73 ft/min
Malnl1nG Velocit-
Velocity = .408 x Flowrate / p1pa dlarneter squared feet/sec.**
"For burled pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
2.93 ffJsec.
Page I
A
Sheet7
Maximum Mainline Er1rtion Loss
Most distant hydrant: 3
Total distance: 400 feet
Friction Loss Is figured using Hazen[Williarn's Equation
Friction Loss= 0.75 feet/100 feet
Max. Mainline Loss 3.0 feet or 1.3 psi
lotal Oynarnic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 40 psi
Elevation head: 0 psi
Mainline loss: 1.3 psi
Suction head and lift: 2.2 psi
5% fitting loss: 4.7 psi
TOTAL(TDH) 98.2 psi or 226.8 feet
Horsepower Requ[rGd
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B2.5
Pump Efficiency: 50 %
Horsepower Required: 13.2 Hp
Thrust Slockina
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 2800 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.3 ft2
90 degree elbow: 3.3 ft2
Tee: 1.6 1`12
45 degree elbow: 1.8 ft2
PIpG Pressure Rating Chach
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 98.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system Is less than 70% of Pressure Rating, OK
Net Positive Surton Head Check
Page 2
Wettable Acres Determination Certificatiol JUN 2 2 ?00-1
Name of Facility: Elder Creek #1
Facility Number:
Owner(s) Name: JB Stroud, Jr. Phone No: (910) 2961564
Mailing Address: 315 JB Stroud Rd.
Magnolia, NC 28453
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization
Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets,
calculations, and other Wettable Acres Determination documents, along with the applicable Waste
Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water
Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan.
Any future modifications must be approved by a technical specialist and filed with the Soil and Water
Conservation District prior to implementation. If any modifications to the existing irrigation system or any
new irrigation equipment was required to adequately address the waste management needs of this facility,
Owner Name: JB
Owner Signature:
Technical Specialist Name:
Technical Specialist Signature:
Date: -(-W �1-6/6 j
If assisted be an Irrigation Specialist or Frofessional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste application
equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist / PE Name:
Irrigation Specialist / PE Signature:
Submit this form to:
Attn: Sonya Avant
Non-Dlscharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Ralelah. NC 27699-1617
Date:
WADC - 7/99
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: JB Stroud
Address: 315 JB Stroud Rd.
Magnolia, NC 28453
Telephone: (910) 296 1564
Table I - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Duplin
Date: 7/31 /00
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
Comments
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2.5" Traveller
Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft1min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(ps!) at reel(psi) Pattern Comments - Acres per pull
TOTAL ACREAGE
Sheet4
TABLE 4 - Irrigation System Speciflcations
Traveling
Solid Set
Irrigation Gun
Inigation
Flow Rate of Sprinkler (gpm)
115
Operatino Pressure at Pump (psi)
98.2
Design Precipitation Rate �Inthr)
0.30
Hose Length (feet)
850
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engige, Electric)
Enoine
Pump Power Requirement (hp)
13.2
TABLE 5 - Thrust Block Specifications
THRUSTBLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
3.29
Dead End
2.33
Tee
1.63
Gate Valve
2.33
45 degree bend
1.77
Page 1
Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC 28468
Phone: (910) 289 2111
Required Documentatio
The following details of design and materials must accompany all irrigation designs:
1. A scale dravAng of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for deterrnining total dynarnic he -ad and horsepower requirements.
3. Computations used to deteffnine all mainline and lateral pipe sb!es.
4. Sources andlor calculations used for determining application rates.
5. Computations used to determine the size of thrust bliocks and Ulustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this kwm are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and an
perennial streams and surface waters per NC Statutes.
Sheeff
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.857 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
115 gpm
Wetted Diameter:
240 feet
Lana Spacings
Desired Spacing 70%
Design Spacing(feet): 168 *PVC irrigation pipe normally comes In 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (%).' 75%
Applic,ation RatG
Application Rate = (96.3xFlowrate)/(3.1415x(.gxradius)squared)
Design App, Rate = 0.30 In/hr
300 degree arc = 0.36 in/hr
220 degree arc = 0.49 In/hr
180 degree arc = 0.60 in/hr
Traveller S12egd
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.37 ft/min
220 degree arc =
1.64 ft/min
180 degree arc =
2.73 ft/min
Mainline yelo'Qu
Velocity = .408 x Flowrate I pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
2.93 ft/sec.
Page 1
Sheeff
Most distant hydrant: 3
Total distance: 400 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0. 75 feettl 00 feet
Max. Mainline Loss = 3.0 feet or 1.3 psi
Total Dynamic
Head
Sprinkler Pressure-.
50 psi
Loss through traveller:
40 psi
Elevation head:
0 psi
Mainline loss:
1.3 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.7 psi
TOTAL(TI)H) =
98.2 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B2.5
Pump Efficiency: 50 %
Horsepower Required: 13.2 Hp
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust:
2800 feet
Soil Bearing Strength:
1200 feet
End Cap:
2.3 ft2
90 degree elbow:
33 ft2
Tee:
1.6 ft2
45 degree elbow:
1 .8 ft2
226.8 feet
Plpe Pressure Rating Chee
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 98.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less then 70% of Pressure Rating, OK
Page 2
PRODUCER; JI3 Stroud - Elder Creek #1
LOCATION; 315 J13 Stroud Rd.
Magnolia, NC 28453
TELEPHONE; (910) 296 3090
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 3120
(Design Capacity)
The waste from your animal facilfty must be land applied at a specified rate to prevent pollution
of surface 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Aftached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-11.0217 adopted by the Environmental Management Commission.
Page I
ffl
NIM
0
-- ------ - -- ............... ...
3,120 animals X 0,42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,120 animals X DAa lbs. PANtanimallyear
Gulde Std. 633)
1,310 (tons) waste/year.
1,498 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
eq ui pment to a ppl y th e waste i n a ti mel y man ner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre Utilized Ar)WIcation
T2618
1
GoA
Millet(g)___
150
6.78
1017
May -August
T2618
1
GoA
Small Grain(G)
100
6.78
678
Sept - April
0
OPTIONAL LAND
IF NEEDED -
LEASED L,AND
T2933
I
AuB
Bermuda(H)
235
7.50
1762.5
March - SepA.
T2933
1
AuB
Small Grain(G)
50
7.50
Sept -April
_L75
0
0
0
0
0
Total 1 5.781 1,695.00 1
*This N Is from animal waste only. ff nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. Nmusf be basadon realistic VieldMertaftQn.
NOTE: The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 21)
Tract Field Sol] Crop Lbs. N Acres Lbs. N Month of
rl 0. Type Per Acre* -Utilized A
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.78 1,695
Table 2 0.00 -
Total 6.78 1,695
Amount of N Produced 1,498
Surplus or Deficit (197)
NOTE: 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
applica (ion of nutrient or other elements.
Page 3
See attached map showing the flolds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
I'l AuB Pasture 0.6 .6-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 1K days of temporary storage and the temporary storage must
be removed on the average of once every f! MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon desion.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Sol]
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted' acres. Leased land Will be applied to if needed with a honey wagon,
therefore the acreage shown Is 100% effective area.
Page 4
. . ..... ... . .
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharg& of waste which reaches surface water is prohibited.
2 There must be documentation In the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It Is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, hIstorical date, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less then 6 tons per acre per year. Waste
may be appl led to land that Is erod Ing at 5 or more tons, but less th an 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, It will be soil Incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolina" for guidance,)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5
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 Waste nutrients shall not be applied In fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
I I Any new swine facility sited on or after October 1, 1995 shall comp;y 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other then swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be appl led 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, drainagaways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialisf'.
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 courses no runoff or drift from the site.
16 Domestle and industrial waste from washdown facilities, showers, toilets, sinks, etc., shaJ
not be discharged into the animal waste management system.
Page 6
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.
is 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 animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds,
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element, Zinc and copper levels In the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations,
Page 7
I d
Name of Farm: Elder Creek #1
Ownerl Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above, I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe then the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: JB Stroud, Jr.
(Please print)
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date:
Name of Technical Specialist. (Please print) Kralg A. Westerbeek
Affiliation. Murphy Family Farms
Address (Agency):
Signatu
P.O. Box 759
kN
A. A
'Zi
kk
v,
VN
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4i-
At-
o�w
��e lie
AN
PA '.0
q7Al.
0� W A 7,4 19
0
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
June 22, 2001
Mr. James Stroud
Elder Creek Farm
315 JB Stroud Road
Magnolia, NC 28453
Subject: Wetted Acres Status & Notification
Elder Creek Farm
31-432
Dear Mr. Stroud:
You were sent a letter on June 1, 2001 requesting that you provide Greer McVicker with the
necessary information to complete the evaluation of your facility with respect to a Wettable Acres
Determination. The result of this evaluation and the required action to be taken by you is indicated
below.
X Based upon the new information your facility is exempt at this time from undergoing a
Wettable Acres Determination, No further action is necessary at this time.
Information that was provided was not sufficient to exempt the facility from a Wettable
Acres Determination. The Division of Water Quality will notify you at a later date by
certified mail detailing the requirements of a Wettable Acres Determination. This
information was the same used during the initial evaluation attempt.
If you have any questions regarding this letter, please do not hesitate to contact me at the
Wilmington Regional Office at (910) 395-3900 ext. 219.
Sincerely,
Dean Hunkele
Environ menta I S peciali-st
CM DWQ Non -Discharge Compliance/Enforcement Unit
Wilmington Animal File -3*� 31 - 4 3 2.,
S:NWQS\ANIMALSNDUPLIN\2001\31-432 Stroud WAD Status,wpd
Wilmington Regional Office
127 Cardinal Drive Extension Phone: (910) 39&3900
Wilmington, NC 284054M Fax- (910) 350-2004
State of North Carolina
Department of Envirom
and Natural Resources
JUt4 12 aul
Michael F. Easley, Goven
William G. Ross Jr., Seen
Kerr T. Stevens, Director
June 4, 2001
CERTEFIED MAIL
RETURN REQE�REQUESTE
James Stroud Jr.
Elder Creek Farrn
315 JB Stroud Rd
Magnolia NC 28453
A 9 1 h1l 0M d IdEffifil I IN, !0ddLMft1
NCDENR
NORTH CAROLINA DEPARTMENT OF'
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Elder Creek Farm
Facility Number 31-432
Duplin County
Dear James Stroud Jr.:
A letter dated January 15, 1999 was sent to advise you about concems associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Greer McVicker on I I / 17/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Stoney Mathis the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Stoney Mathis, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Stoney Mathis at (910) 395-3900. If within 90 days you
are unable to provide Stoney Mathis with the Information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048
An Equal Opportunily Affirnmtive Action Employer 50% recycled/10% post-consunwr paper
Notification for Wettable Acre DeterTnination
Animal Waste Management System
Page 2
Category 2:
You r faci lity has bee n identif ied by the Depa rtment of Enviro nment and Natu ral Resou rces
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Weftable Acres Determination Certification must be returned to DWO within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
o r modify yo u r I rrigation system, a desig nated I rrigation Special ist or a Prof essional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at (919) 733-5083 ext. 571.
Sincerely,
, Z!�Z
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
Murphy Family Farms
State (if Nolh Carolina
Departrnen� of Environme
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
KerrT. Stevens, Director
JAMES STROUD JR.
ELDER CREEK FARM
315 J13 STROUD RD
MAGNOLIA NC 28453
Dear Mr. Stroud:
r7le, FllviE
DEC 2 1 ZOOO
December, 15, 2000
I 6ffl?WA
T 0
N,CDENR...
NORTH CAROLINA DERARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310432
Elder Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In'accordance with your application received on November 16, 2000, we are forwarding this
Certificate of Coverage (COC) issued to James Stroud Jr., authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Elder Creek Farm, located in Duplin County, with
an animal capacity of no greater than 3120 Wean to Feeder swine and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
The facility's CAWMP meets all requirements in place at the time of certification. However, it
appears that the irrigation system on site may not adequately cover all acreage listed in the Waste
Utilization Plan. The owner should address this inconsistency as soon as possible.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-715-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
Certificate of Coverage AWS310432
Elder Creek Farm
Page 2
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shaH apply for its renewal.
request shall be made within 30 days of notification by the Division.
This COC is not automaticaify— triansferable. - A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this
COC or the General Permit, please contact Theresa Nartea at (919) 733-5083 ext. 375.
Sincerely,
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
(:Wilnungton Regional --0ffice,'Wdter'Qua1 ity Section
Duplin County Soil and Water Conservation District
Permit File
NDPU 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
!gERTIFIED MAIL
RETURN -RECEIPT RRO ESTED
James Stroud Jr.
Elder Creek Farm
315 JB Stroud Rd
Magnolia NC 28453
Farm Number: 31-432
Dear James Stroud Jr.:
RE'CEIVED
NOV 2 0 2,000 NCDENR
VVATER QUkITY SECTiOPM=NTH CAROLINA DEPARTMENT OP
Non-Discharp Porrniftip M
.5 ENT ANt) NATURAL REsouRcEs
October 23, 2000
You are hereby notified that Elder Creek Farm, in accordance with G.S. 143-215. 1 GC, must apply for coverage under
an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date,. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call Theresa Nartca at (919)733-5083 extension 375 or
Stoney Matthis with the Wilmington Regional Office at (910) 395-3900.
Sinc ly,
/"&� 7C
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Kerr T.-Stevcns
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-6D83 FAX919-733-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USEASAN ORIGRVAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1. 1 Facility Name: Elder Creek Farm
1.2 Print Land Owner's name: James Stroud Jr.
1.3 Mailing address: 315 JB Stroud Rd
City, State: Magnolia NC Zip: 28453
Telephone Number (include area code): 910-296-1564
1.4 County where facility is located: Duplin
1.5 Facility 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): East of Magnolia. On Southeast side of SR 1222 approx.
0.25 mile Northeast of SR __1909.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable-, please circle which type is listed): - Murphy Family Farms
1.8 Date Facility Originally Began Operation: 1/1/1992
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: --- J1_ (county number); --- �132 (facility number).
2.2 Operation Description. Swine operation
Wean to Feeder
3120- Certified Design Capacity
Is the above information correct? yes; El no. If no, correct below using the design capacity of the facility
V
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals lype of Cattle No. of Animals
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
FORM: AWO-G-E 7/7/99 Page 1 of 4 31-432
3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 10.00 ; Required Acreage (as listed in the AWMP): �L ()
2.4 Number of lagoons/ storage ponds (circle which is applicable): 3,
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? q93.
___i
What was the date that this facility's land application areas were sited? 0A,3
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
ADnlicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations-,
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CA WMPfor permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3. 10 A site schematic.
3.3.11 Emergency Action Plan,
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/99 Page 3 of 4 31-432
Facility Number: 31 - 432
Facility Name: Elder Creek Farm
4. APPLICANT'S CERTIFICATION:
I, \Jaryx'P_S _-B. S_�YbLA.A __Jr
(Land Owner's name listed in question 1.2), attest that
this application for rl-EA�'e-r C _I-e_e_ (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned;a1qbps incomplete. - /_'�
Signature
Date '10 - 114 - 00
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD 13E SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: (919) 733-5083
FAX NUM13ER: (919) 733-0719
FORM: AWO-G-E 7/7/99 Page 4 of 4 31-432
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FORM: AWO-G-E SrZWS
Page 4 of 4
;01 I'MAL WASTE MANAGZMZNT PLXH CERTIFICATION FOR NEW OR =PA=ZD FEEDLOTS
Pleane ratu= the c=pleted fc= to the Divisiom of Rnviroz=antal Mamage=ant at
thQ addreav om the reverse aid* of thia.for=.
Name of farm (Please print) -
Address - 315 J _B_ Stroud Roa
ma�Lnolaa, NC 2803 Phone N ..
county: Du�lin
Farm location: Latitude and Long i tude:W5-V U� /ZeQ12�4_1i! (required) Also.
please attach a copy of a county road map with location identified.
71/pe of operation (swine, layer, da'tm etc.) : Swine
Design capacity (number of animals) : 3 O.Nur§M
Average size of operation' (12 month population avg.) - 3120
Average acreage needed for land application of waste (acres) i 7_19
Tech.nical Specialiat Certificatica
As a technical specialist designated by the North Carolina Soil and water
Conservacion Commission pursuant to 15A NCAC 6F .000S, I certify that the new or
expanded animal waste management systein as installed for the farm named above
has an animal waste managemenc plan Lhat meets the design, construction.
operation and maintenance standards and speciEicaLions of the Division of
-nvirarunental Management and the USDA -Soil Conservation Service �nd/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and
ISA NCAC GF -0001-.00OS. The Eollowing elements and their corresponding minimum
cziteria have -been - verified by me or other designated technical specialists and
are included in the plan as applicable. minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of la-nd for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule 'for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
!14=6 of Technical
Affiliation: M
Address (Agency) -.
Ocialint (Please Print) :M. Kevin Weston
ay Farms, Inc.
Phone No.
-ure: Date.--
Signar
'the operation and maintenance procedures established in the
approved animal waste management plan for.the fa-rm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division oE
Environmental Management beEore the new animals are stocked. I (we) also
understand that there must be no discharge oE animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-year, 24-hour storm- The
approved plan will be filed at the farm and at the office oE the local Soil and
Water Conservation District.
Name of L--f-i0wiaor (Please Pr�nt)
SignE
B. Stxoud,-- Jr.
Date: '_51 - "_ �i
va-e of MmEmger. if difEerent�,Erom owbier (Please print):
Signature- Date-
Np.to. A.change in,lind ownership requires notiElcation or a new
(if the. ' approved pla-n is changed) to be submitted to the
Environmental ��nage_ment within 60 days of a title transfer-.
DEM USE ONLY.ACN�-I#
certification
Division of
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PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS -
(Design Capacfty)
J - B. Stroud - Elder Creek #1
315 JB Stroud Rd.
Magnolia, NC 28453
(910) 296 3090
wean - feeder
0&01
0 JXt 211
RECEIVED
NOV --, , a@0
WATEK UUALITY SECTION
Non-DjschaTga�, Pormit!ing
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities, Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
a pplied to land erodi n g at u p to 10 tons per yea r. Do not a ppl y waste on satu rated so! Is, 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1
5
3M animals X OA2 (tons) waste/animal/year = 1,310.4 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3M animals X OAff lbs. PAN/animallyear 1,497.6 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvt)e Per Acre Utilized Anollication
T.1618
1
GoA
Millet(Graze)
150
7.00
1050
May -August
18__
1
GoA
ISmall Graln(G)
100
7.00
700
Sept. - April
OPTIONAL LAND IF NEEDED
LEASED
LAND
T2933
1
AuB
I Bermuda(H)
275*
7.50
2063
March - Sept.
T2933
1
AuB
ISmall Graln(G)
501
7.50
325
Sept. - April
I
*If bermuda is grazed
use 235
i otat 1 -1.01 1,750.00 1
*This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on reagstic yLeld a=ectatlon,
NOTE.* The applicator is cautioned that P and K may be over applied while meeting the IV
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Carolina to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# 110. Type Per Acre* ItIlized A
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
7.00
1,750.00
Table 2
Total
7.00
1,750.00
Amount of N Produced
1,497.60
Surplus or Deficit
(252.40)
NOTE: Me Waste Utilization Plan must contain provisions lbr periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3
I A
A
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (in.)
1
GoA
Pasture
0.5.5-1
1
AuB
Pasture
0.6
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLfED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 1K days of temporary storage and the temporary storage
must be removed on the average of once every fj MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation *see lagoon dalign.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
T2933 is optional with agreement from neighbor. If used, this field will be fertilized with the use
of a honeywagon. T2618 is irrigated with a hardhose traveller.
Page 4
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REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation In the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who Is within a reasonable proximity, allowing him/her the
use of the land for waste application. It Is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase In the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet. but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are Installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste Is to be applied on acres subject to flooding, it w4l be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See mWeather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil Infiltration rate such that runoff
does not occur offsite or to surface waters and In a method which does not cause drift
from the site during application. No ponding should occur In order to control odor or flies.
Animal waste shall not be applied to saturated soils. during rainfall events, or when the
surface is frozen.
Page 5
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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the followlng.�
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 residentlai property boundary
and from any perennial stream or river (other than an Irrigation ditch or canal. Animal
waste other then swine waste from facilitles sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be appl led 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 wetlands
provided they 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 courses 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.
Page 6
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 pro -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determlning
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. SoR and waste analysis records shall be kept
for flve years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7
g
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Name of Farm: Elder Creek #1
Ownerl Manager Agreement
I (we) understand and will follow and Implement the specifications and the operation and
maintenance procedures established In the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no dIscharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local SoR and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please piint)
J.B. Stroud
Signature: U Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig_A. Westerbeek
Affiliation: Murphy_Eamlly Farms
Address (Agency): P.O. Box 759
Signature:
28458
Date: I L6
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WATEP, QUAL I TY SEC T1 ON
Non-Discha, U-1 Formil ni -19
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which Will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of cover - age, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result In pressure Increase. Plugged Intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration Involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stabilfty -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to 111ner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave Impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operatlon of:
1. recycling pumps
2. Irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at Its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should Inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1 . Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of I pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist, Is recommended if these
conditions occur for prolonged periods, especially during the warm season.
LoadIng:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste ' into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
Practice water conservation --- minimize building, water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
The lagoon liquid level should never be closer then 1 foot to the lowest point of the
dam or embankment.
Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
Locate float pump Intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials Into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume,
If animal production 'is to be terminated, the owner 'is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids In an appropriately designed basin, or
• minimizing feed wastage and spillage.
5
Lagoon sludge that is removed annually rather than stored long term wi1j:
• have more nutrients,
• have more odor, and
require more land to properly use the nutrients.
Removal techniques:
0 Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by Irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applJcator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by Irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator vVill ensure that the lagoon liner
remains Intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value. 1.
The application of s:udge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example Is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing Into the lagoon.
M Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) t-910) 395 - 3900
EMERGENCY MANAGEMENT SERVICES (EMS) f-910) 296 - 2160
SOIL AND WATER CONSERVATION DISTRICT (SWC[D) f9l 0) 296 - 2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) f9l 0) 296 - 2120
COOPERATIVE EXTENSION SERVICE (CES) (910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted In an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Dependlng on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
3) Add soil to berm to Increase elevatIon of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately,
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions Include:
a) Immediately stop waste application.
b) Create a temporary d1version to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Eva I uate the a p p1l catio n re tes fo r th a fie Id s wh e re run off occ u rred.
C. Leakage from the waste pipes and sprinklers - action Include:
a) Stop recycle pump.
b) Stop Irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action Include:
a) Stop recycle pump.
b) Stop Irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from'base or sidewall of lagoon. Often this Is seepage as opposed to flowing leaks -
possible action;
a) Dig a smal I sump or d1tch from the embankment to catch al I seepage, put In a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowlng animals, trap or remove animals and fl[I holes and
compact with a clay type soll.
C) Have a professlonal evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how m u ch was released and for what duration?
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 waters?
g. 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; Phone #, After hours,
emergency number: (919) 733-3942. Your phone call should Include. your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice I technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offbite damage.
a. Contractors Name: Murphy Family FarMs
b. Contractors Address. P.0, Box 759.-Rose Hill. -NC 28458
c . Contractors Phone: (910)289-2111
6. Contact the technIcal specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Krala Westerbeek
b. Phone: (1910) 289 - 2111
7. lmp�ement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor SiteSpecific Practices
(Uquld Systems)
Flush Gutters Accumulatlon of solids (V) Flush system Is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bddglng of accumulated solids at
discharge
Lagoons and Plts Crusted Solids (V) Maintain lagoons, settling basins and
pits where pest breading Is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 Inches over more than
30% of surface.
Excessive Decaying vegetation (V)MaIntafn vegetatIve control along banks of
Vegetative Growth lagoons and other Impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on Impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g..
bunkers and troughs) to mInImJze the accumulation
of decaying wastage.
CIO an up spil lage on a routin a bas Is (e.g. 7-10 day
In terval du ring sum me r: 15-30 day I n terval du d ng win te r).
Feed Storage Accumulation of feed Reduce moisture accumulation within and around
residues Immediate perimeter of feed storage areas by
I ns udng dra In ag a away from site and/or p rovi ding
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids I n fi I ter sb1ps arou nd feed s torag e as n ae ded.
Animal Holding Accumulation of animal Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals Is minimal.
Maintain fence rows and filter strips around anlmal
holding areas to minimize accumulations of wastes
(i.e. Inspect for and remove or break up accumulated
solids as needed),
MIC — November 11, 1996
10
Dry Manure Handling Accumulaflons of an1mal Remove spIl I age on a rou tine b as Is (e.g. 7-10 d ay
Systems wastes In terva I d urIng sum rn er; 15-30 da ys In terva I d u Ong
wl n te r) wh a re manu re is I oaded for Ian d app I I catio n
or disposal.
Provide for adequate drainage around manure stockpiles
I nspect for a n d remove or b rea k up a ccum u la te d was te s
In filter strips around stockpiles and manure handRng
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Sig nature)
For more Information contact the Cooperative Extenslon Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
VNe getative or wood ad buffers:
(,')Recommended best management
practices;
(V)Good j u dgme n It and commo n sens a
Anlmal body
birty manure
)Dry floors
surfaces
covered animals
Floor surfam Wet manure -covered
(,,I)SIotted floors;
floors
(-)Waterers located over slotted floors;
(V)Feeders at high end of solid floors.
(V)Scrape manure buildup from floors,,
)U n d erfloor ve n ti la tion for dryl ng
Manure collection Urine
(V)Frequent manure removaJ by flush, pIt
pits
recharge or scrape
132rdal microbial
)Underfloor ventilation
decomposition
Ventilaflon
Volatile gases
(V)Fan maintenance;
exhaust fans
Dust
(,,)E M cle nt. al r movemen t
Indoor surfaces
Dust
(,')Washdown between groups of an1mals
( )Feed addItIves;
( )Feeder covers;
( )Feed delivery d ownspou I. exte n ders to
feeder covers
Flush Tanks
Ag1t9tJon of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitabon during waste
( )Uridernoor flush with underfoor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
pol nts
I agoon 11 quid whi I a pits
pf ts With ant! -siphon vents
are I'llfing
Lift stabons
Agitadon during surnp
( )Surnp tank covers
tank filing and drawdown
Outside drain
AgUatlon during waste
( )Box Covers
collection or
water conveyance
function boxes
End of drain
Agitation dudng waste
( )Extend discharge point of pipes
pipes at lagoon
water
u nd am eath I ag oon liq ul d I eve I -
Lagoon surfaces
Vclatlle gas emissions
(,")Proper lagoon Ilquid capacity
Biological mixing
(-/)Correct lagoon startup procedures
Agitation
( )Mlnlmum surface area -to -volume ratio
(YI)Mlnfmum agitation when pumping
( )Mechanlcal aeration
( )Proven biological addiflyes
Irrigadon sprinkler
High pressure agitation
(,,')Irrigate on dry days wIth little or no wind
nozzles
Wind draft
(,')Minimum recommended operation pressure
(V)Pump Intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12
I
Storage tank or Partial microbial ( )BcUom or midlevel loading
basin surface decomposition M1xJng while ( )Tank covers
filling Agitaflon when emptying( )13asin surface mats of solids
( )Proven biologlcaladdiUvesoroxldants
Sattling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
AgitaUcn when emptying ( )Remove setted sollds regularly
Manure, slurry or Agitation when spreading ( )Soll injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological addlUves or oxidants
Dead animals Carcass decomposition ( )Proper d1sposition of carcasses
Dead animal Carcass decomposition ( )Complete coverIng of carcasses In burial pits
disposal pits ( )Proper locatIon I construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack bumers.
S land Ing water Improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly mainWned access (v)FarM access road maintenance
onto public roads roads
from farm access
Additional Information: Available From,
SwIne Manure Management 0200 Rule / BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Rem"es, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon TreatrnentEBAE12M8NCSU-BAE
Swine PrMuction Facility Manure Management:Underflcor Fluse-Lagoon Treatment 12MBNCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; 5BAEJ 03-83NCSU-BAE
Calibration of Manure and Wastewater ApplicatIon Equipment ESAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swlne Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers Assoc
Opdon s for Mana g 1 n g 0 dor', a re port fro m the Swl n a 0 d or Ta sk Fo rce
NCSU AUH Communication
Nuisance Concerns In Animal Manure Management: Odors and Files, PRO101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Pracfices have been rE
with me.
(Landowner Signature)
13
MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
( V ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
) Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14
I
/-0// -1/ 9 �(-
POST OFFICE BOX 759 a ROSE HILL, NORTH CAROLINA 28458
(919) 289-2111
October.12, 1994
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: J. B. Stroud - Nursery Addition
Dear Mr. Sugg:
REC/Fi"T�
WA or-�;Tl m
Non-DllsohrT-ga pormiffi-Ing
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111., ext. 592 if you have any
questions concerning this package.
Sincerely:
A /��- 1-,J�
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File -
J. B. Stroud
Kim Paatram,
Dave Roland,
only)
(complete package)
Murphy Farms Construction Dept. (site plan only)
Murphy Farms Transportation Dept. (site plan
11.
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LAGOON SITE. SOILS INVESTIGATION
PROJECT: COUNTY: —.jo4;7,'"
DATE:
FIELD INVESTIGATION BYL_,�
S ITE SKETCH
MEN
MEN
MOMMEM
-MEW.
INE
MIUMKE�
m-
mmm����
MEME.,inimmism=
WE
ME
Boom
MMMMlMl
MINNIE
IRMMMMMMMMMIMNME
mm
BORING
DEPTH
SCALEI-
WT-.i
P-
BORING NUMBER AND PROFILE
ISE
0
F
, MR,
ME
ISE
&W.
I
m
ME
BORING I SAMPLING ME7HOD: SIGNATURE:
r
I
Operator:JAMES STROUD
County:
OUPLIN
Distance to nearest residence
(other
than
owner)i
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
sows (f arrow to
feeder)
x
522
lbs.
head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
2200 head (wean to feeder)
x
30
lbs.
Describe other
Date: 09/14/94
1500.0 feet
Total Average Live Weight
2. MINIMUM REqUIRED TREATMENT VOLUME OF LAGOON
Volume = 66000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/ib. ALW
Volume = 66000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----------- — — — -----
Inside top width (feet) ------------- — — ----- IaC.0
Top of dike eleva.tion (feet) ----------------- 49.0
Bottom of lagoon elevation (feet) ---------- — 39.5
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 1
Total deGign volume using prismoidal formula
SS/END1 S3/END2 SS/SIDEI SS/STDE2 LENGTH WIDT14
3.0 3.0 3.0 3.0 114.0 174.0
0 lbs
0 lbs
0 lbs
0 lbs
66000 lbs
0
66000 lbs
DEPTH
8.5
AREA OF
70P
LENGTH
* WIDTH =
114.0
174.0
19836
(AREA
OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
63.0
123.0
7749
(AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
WIDTH * 4
88.5
148.5
52S69
(AREA
OF MIDSECTION 4)
CU. FT.
[AREA -TOP
+ (4*AREA MIUSECTION)
+ AREA BOTTOM] OEPTH/6
14836.0
52569.0
7.749.0 1,4
Total Designed
Volume
Available = 113552 CU. FT.
r
5. TEMPORARY STORAGE REQUIRED
ORAINAGE AREA:
Lagoon (top of dike)
Length * Width =
120.0 180.0 21600.0 square feet
Buildings (roof and lot water)
0.0 square -feet Describe this area.
TOTAL CA 21600.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Fece-B urine production in gal./day per 135 lb. ALW 1.37
Volume 66000 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume 120560 gals. or 16117.6 Cubic feet
58. Volume of wash water
This is the amount of -fresh water used for washing floors or volume
of frash'water used for a flush system. FlUsh systems that: recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 1BO days storage/7�48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use pQr-iDd of time when raLnfall exceeds evaporation by largc�,�t amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * CA /. 12 inchei; per foot
Volume = 12600.e cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 12600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA.
16119
cubic
feet
5B.
0
cubic
feet
5C.
12600
cubic
feet
50.
12600
cubic
feet
TOTAL 41318 cubic feet
G. SUMMARY
Temporary storage period====�—====�========> 180 days
Rainfall in excess Of evaporation=�—===--> 7.0 inches
25 year — 24 hour rainfall===============�=) 7.0 inches
1.0 feet
Side 3.0 : 1
Inside top 120.0 feet
Inside top 180.0 feet
Top of dike elevation======�—========�-======> 49.0 feet
Bottom of lagoon elevation==�—�—============> 39.5 feet
Total required 107318 cu. ft.
Actual design 113552 cu. ft.
7eascrial high watertable elevation (!5[-1WT)===> 0.0 feet
Stop pumping 45.5 feet
Must be > or = to the SHWT 0.0 feet
Must be > or = to min. req. treatment el.=> 15.5 feet
Required minimum treatment volume========—�=> 66000 cu. ft.
Volume at Stop Pumping elevation�—=========> 69174 cu. ft.
Start pumping 47.2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 2S yr.— 24 hr. rainfall==> IOD952 cu. fL.
Volume at start pumping 98230 CU. ft.
Required volume to be 28718 cu. fL.
Actual volume planned to be Pumped======-'--===> 29056 cu. ft.
Min. thickness of soil liner when required==> 1.4 feet
7. DESIGNED BY: APPROVED BY:�-4,PJ,,e�
DATE:
DATE: 10114-lq4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
LRATION AND MAINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year — 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year'. The 25 year rainfall will not
be a factor to consider in an annual Pumping cycle, but this storage
volume must always be� available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker InUst be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather. soils, crop. and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gUn irrigation. Care should be
taken wher applying waste to prevent damage to crops.
The following items are to be carri,2.d out:
I . It is strongly recommendad that the treatment 1.-�igoon be pre —
charged to 1/2 its capacity to prevsnt excessive odors during
start—up. Pre —charging reduces the concentration of the initial
waste entering tha lagoon thereby redu.cing odors. Solids shOUld be
covered wiLh efflu,4?rfl: it: all times. When precharging is complete,
fLush buildings with r`eCyCled 1�IgOWI liquid. Fresh water should not
be us,:�d f0i' flUSIlLng after initial filling.
2. The attached waste utilization plail shall be followed. This
plan recommends sampling and ter�ting of waste (seL- attachment)
before land application.
3. Begin temporary storage pump —out of the lagoon when fluid level
reaches the elevation 47.2 as marked by permanent marker. stop pump —
out when the fluid level reaches elevation 45.5 . This temporary
storage, -less 25 yr— 24 hr storm, contains 28718CUbic feet or
214808 gallons.
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, arid Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use or
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift'of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brCLIght up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and -spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervicus materials from the require�
excavations. Construction'of fill heights shall include 6 percent -for
settlement. Dikes over IS feet in height and with ar impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to th* downstreani too of the dl.!�.e.
Precautions shall be taken during constrUCtiC.-I to prevent exc�!ssive
erosion rind sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL. BE 1.4 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SEcTim OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED -BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficie nt use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified arid moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for,the
liner, is the efficient construction processing of the compacted liner.
The sequence of eqUipment use and the routing of equipment in an estab—
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tarnping or sheopsfoot
roller is the preferable type of cumpaction equipment.
The soll liner shall be protected frorn the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
inclUded with this Construction SPOCifiCdtiOn.
CUTOFF TRENCH,
A CUI.-Off trefich shall b.:D constructed unde r the embarkment area when
shown on a typical cros,.; section in the plans. The firiaL d2pth of the
cutoff trench shall be determined by observation Of tht- fOLindatlon
materials.
VEGETATION:
All exposed embankment and other bare constructed areaG shall be seeded
to the planned type of vegetatior as soon as possible after const.ruc—
tion according to the seeding specifications. Topsoii should be placed
On areas of the dike- and ppd to. be seedud. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
ddtes for seeding. Permanerit vegetation should be established as soon
as possible dUring the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET, SOIL CONOITIONS)
SEEOIN3 DATES: SEPTEMBER,, 1 To Novc-�mc:Ep
FEBRUARY 1 TO MARCH 30
45.0 LBS. RYE GRAIN AT 30 LBS./ACRC- (NUR3ERY FOR FE-3CUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. li
SEEDING DATES: MARCH 15 TO JUNE 15
0.10 LBS. HULLED COMMON BERMUDA G��;IS5 IT 8 L13S./!)C7,E
(SUITED FOR MOST SOIL CONOITICNS)
SEECING OATES; APRIL 1 '70 IULY 31
E
0,0 LBS. UN11--lULLED COMMON BERMUDA Lr.ASS AT 10 LESS./ACRE
SZEDING DATES� JAHUARY 1 TO MARCH -30
60�0 LSS. RYE GRASS AT 40 1-33./ACRE (TEMPORARY VEGETATION)
I "JEEDING DATES: OCCEMBER I TO rlA'r--,'CH 30
L 13 S -
AP17LY THE I�QLLOWIHG;
1500.0 LD-j. OF 10-10-10 FEf�TILIZEP (1000 LD'-,/ACRE)
3.0 TONS OF DOLOMITIC Lll'-IE (2' TONG/ACRE)
IEO.re) BALES O�l SN,�LL ',!RAIN STRAW (1122) UALES/ACFE)
ALL SURFACE DRAINS 3HOUL0 CC: IN'3'FALLLLD PRIOR FO '�-EEOTNG- 13 !-: ,I P c
ALL DISTUR3ED AREA IMPIEDIATELY AFTER EARTH MOVING IS COMPLETEO.
A.')PLY LIMZE AND rERTILIZER' THEN DIS'K TO PREPARE A 3 To � INCH
SM007H SEEDOED. APPLY SEED AND FiRm sc,EDoEo wi-ri,i A CULTIPACKER
OR SIMILAR EQUIPMENT. ;'.PPLY MULCH AND SECUrILL: WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA SAHIAGRASS IS SLOWER TO ESTASLTSH THAN COMMON
BERMUOA GRASS. WHEN USING BAHIA, IT IG RECOMMENDED THAT 0
LBS./ACRE OF COMMON SERMUOA BE INCLUDED TO PROVICEE COVER
UNTIL BAHIAGRASS IS ESTABLISHEO.
AN-
4
6,
U "Duplin
M:
NOv -ADY'
WAJF� Uu/,�Li i
K L M N 0
P NM-D1scha!,,2
>J'BIStroud
ir
===>Duplin
DiBt.t0 nearest residence (other than owner):
,sows (farrow -to
sows (farrow to
head (finishing
TO PRINT
sows (farrow to wean):===
ALT-P
head (wean to feeder):=========="-===========>
1760
Storage volume for sludge accum. (cu. ft.):=>
O&M PLAN
Inside top
129.5
ALT-O
2
Inside top
123.0
3
Top of dike at elevation;========m==========>
52.4
TO CLEAR
1
1.0
ALT-C
j
Side
2.6
25 Year - 24 Hour Rainfall==================>
7.5
SEEDING
Bottom of lagoon elevation:-===============>
40.8
SPECS.
3
Total required volume:=============> 84941
ALT-S
Total design volume avail.:========> 95220
3
Design end pumping elev.t===================>
WASTE
3-Jun-92 12:51 PM
r 0
CARROLUS. FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
'FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM NAME OR NUMBER Z-J$LDL?,b
FARM DESCRIPTION Ny 'stA4
-p-
LOCATION
COMPANYFARM �o
CONTRACT GROWER
0
TABLE OF CONTENTS
Vicinity Map .............................................. I
ASCSField Map ............................................ 2
Soils Map ................................................. 3
Soil Investigation Worksheet . 4 . 0 0 0 4 ......... 4
Waste Treatment Plan .. ............. ...... 5
Waste Utilization Plan .. 9 4 oe e **..* ....... * .... * 6
Operation and Maintenance Plan . . o s ... * .... 7
Construction Specifications For Lagoon 8
Seeding Plan (Farm Site) .................................. 9
Computer Drawing of Existing Ground ...... 44**0*4*010
Existing Elevations . * a a . * ... 4 a o * o-*
Lagoon Cross Section Diagram ......
Computer Drawing of Proposed Lagoon L Building Pad ........ 13
Site Balance Report
Computer Drawing - All Data - Proposed
Computer Drawing - Contour Lines ...... 40000 ...... 16
Computer Drawing - Sloping Lines
Computer Drawing - Blov-up. of Lagoon Corner .******* ....... Is
Building Pad Elevations ................ ....... IS
Computer Cross Section - Existing - Proposed - Balanced ... 20
Facility Overlaid on Existing Topo Map .....oseo ........... 21
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0,. ztor.j-B- STROUD County: DUPLIN Date: 06/02/92
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lba. 0 The
0 head (finishing only) x 135 lbs. 0 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
1776 head (wean to feeder) x 30 lbs. 53280 The
TOTAL STEADY STATE LIVE WEIGHT (SSLW) S3280 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
volume 53280 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW- I CF/lb. SSLW
volume - 53280 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
volume 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
inside top length 125.0 feet Inside top width 120.0 feet
Top of dike at elevation 52.4 feet
Freeboard 1.0 feet ; Side slopes 2.5 z 1 (Inside lagoon)
-Total design lagoon liquid level at elevation 51.4 feet
Bottom of lagoon elevation 41.4 feet
Seasonal high water table elevation q,&.z feet
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 120.0 115.0 10.0
AREA OF TOP
LENGTH * WIDTH -
120.0 115.0 13800.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH -
70.0 65.0 4550.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
95.0 90.0 �4200.0 (AREA OF MIDSECTION 4)
CU. FT. KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO DEPTH/6
13800.0 34200.0 4550.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 87583 CU. FT.
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.*
Lagoon (top of dike)
Length * Width -
125.0 120.0 15000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 15000.0 square feet
Design temporary storage period to be 180 days.
S'. Volume of waste produced
Approximate daily production of manure In CF/LB SSLW 0.00136
Volume - 53280 L bs. SSLW * CF of Waste/Lb./Day 180 days
volume - 13011 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume 0.0 gallons/day 18.0 days atorage/7.48 gallons
per CF
Volume 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume - 7.0 in * DA 12 inches per foot,
Volume - 8750.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume - 7.5 Inches / 12 inches per foot * DA
volume - 9375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA.
13011
cubic
feet
5B.
0
cubic
feet
5C.
8750
cubic
feet
5D.
9375
cubic
feet
TOTAL 31136 cubic feet
6. summARY
Total required volume 84416 cubic feet
Total design volume avail. 87583 cubic feet
Min. req. treatment volume plus sludge accumulation 53280 cubic feet
At elev. 48.7 feet ; Volume Is 54118 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 78208 cubic feet
At elev. 50.7 feet ; Volume is 77560 cubic feet (start pumping)
Seasonnhigh,water ta le elevation f cat
APPROVED BY:
7. DESIGNED BY:
DATE: DATE: (Q
5C-S 'ZI/d 9.1 "-F C��
ry 00 r re C.�-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
Owners name--:J B STROUD County:DUPLIN
Mail Addregg-:RT 1 BOX 76A MAGNOLIA,N.C. 2a453
Type of production unit ---- :WEAN -FEED
Type of waste facility-----:AnaerobiC Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste in to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual sail tests
are 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. 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.
soil types are important as they have different infiltration
rates and leaching potential. waste shall not be applied -to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface Is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based an the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
followIng:
Amount of Waste Produced Per Year:
----------------------------------
1776 animals x 0.4 tons waste/animal/yr- 750 tons
total waste
Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
1776 animals x 0.48 lbs. N/animal/year a 8S2 lbs./yr
Available N
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. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ------
13 2C40 M&f
T2618 1 AuB' 3 4 Tons 2 0 0 -2-F. 0 -U*r F-MAY, S-N
Total -1.&- 0 _40ee-
Available Nitrogen 852
Surplus Or Deficit -44-5e-
- 11q1&
crop codes; 1-Cereal grain; 2-Corn; 3-Fescue; 4-Range Gr. Bermuda
S=Control Grazed Bermuda; 6-Hayland Bermuda
Narrative of Operation:
-----------------------
call the Soil and Water Conservation District office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate pr 1 in
waste. 11 kt
� rhA AJ
Prepared by:
N Xcie a Date
concurred in b y -/7 e�vg�
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include soiid set,
center pivote guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following Items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.7 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 48.7 or before fluid depth Is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate Is 0.4
inch per hour.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish In vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
clearing:
All trees and. brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one 11)
foot. -satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
construction;
-------------
construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (is-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
- Vegetation;
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.
e
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1-0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LES. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS.JACRE
(SEE FOOTNOTE No. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
8 LES. HULLED BERMUDA GRASS 5 8 LBS.IAC.
ISUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LES. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER I To MARCH 30
LBS -
"PLY THE FOLLOWING:
1000 LES. OF 10-10-10 FERTILIZER (1000 LES./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 SALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIKE AND FERTILIZER THEN DISK TO PREPARE A 3 To 4 INCH
SMOOTH SEEDBED.' APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASs IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
Orientation: -45.0
ISO.
60.
49.
49.
49.
49.
49.
49.
Lower Left
Z Mounificationt 146.1
30 Mash Surfaca
Existing
Project: J 5 STROUD
Drawing: OFF 51TE NURSERY
Number:
Location.'
Bid Date:
Enginear:
Owner.'
Estimator.,
Prepared bU: using Sitawork
Xnclination: 20.0
;1W noun burrace
W
50.00
Plot of nil data for the surface;
Existina
Project: J B STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Ownsk':
Estimator:
Prapmrad bU: using Sitawark
JLI E-W-- v r- -P los
s-rO R PAO F� IEL rrv,, 57
4s eaAl Fi PJ E r,4 E klr I
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ItookhrEs 4
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sibc- 540t
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VP P'T TA t h't K4 t ti T
LAGDott bc�TH
D r- P, 1) /�3*00r^ Op 'ROTIOM C-LP-YA-r IoN LI 1. 43
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qa -SETTLEb TO
of: blKt
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f�t& I tht4c & j L I tE-VA4 "oAls
Orientation: -45.0
64.
52.
50.
48.
46.
44.
42.
40.
Lower Left
Z Magnification: 9.3
3D Mash Surface
BaLanced
Project: a e STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitswork
Inclinatlinrl! ae- a
3D Mash Surf a
Fill shrink/owell percent: 20.00 Cut shrink/swell nercent; 0.00
Iterating to balancing Lrithin 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
2830-16
997.a2
1832.34
1.30
2265-15
2483.21
-218.06
1.16
2321.49
2320.74
0.7S
Raise *Proposed" by 1.16 feet.
New surface called "Balancedo has been created.
Project: J 6 STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
13
DaUlight
Plot of all date for the surfmcm:
Balawmad
Project: J 8 STROUD
Drawing: OFF 5XTE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bUt usirg Sitawark_-
si*16
I
DoWlight
.43
.43
.43
0 0 tk
-��OVQN
-,4
Plot of the contour data for the surface:
Balanced
Fcojact: J 8 STROUD
Grawing: OFF SITE NURSERY
Numbar:
Location:
8id Date:
Engineer:
Own1r:
Estimator:
FPrepared bU: using Sitswork
mommrzcm
m X3 H-0 rm I I
rP 393 CL n 9 lb 0
H. a H. 11 cr E L,4
a 3 3 a rta I.-M
0 0 3 n
13
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Plot of the cnntour data for the surface:
Balanced
Pr13jCCt J 0 STROUD
Drawing: OFF SITE NURSERY
NLMLbwr*. .
Locationt
Bid Date:
Enginamr-2
Owner:
Entimatma':
Prepared hW: using Sitawork
I
sl* 16
i 1 8 STROUD: OFF,SITE NURSERY: Balancmd e2 .3UN 92 2.1 e 3 Ph.
I
151.16
: J 8 STROUD: OFF,SITE NURSERY: Balancmd 02 JUN 92 2*.03 PM.
54.90
62.00
So. eis
48. e9
46.00
44.00
- 42.00
A� 00
(14.24,160.46)
C282.79),
(264.62,243.64)
: i a STROUD: OFF,SITE NURSERY 02 Jum 92 2:93 Ph
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1 F,
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
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Stroud Jr.
Elder Creek Fann
315 JB Stroud Rd
Magnolia NC 28453
Farm Number; 31 - 432
Dear James Stroud Jr.:
" fflza"'�W'A
"4
FR, F-7CrT 5 � T
2 5 "Ju'J
NC'ID�ENR
NORTH CAROLINA DEF-ARTME114T OF'
ENviRoNMENT AND NArUFRAi_ RF-souRCES
October 23, 2000
You are hereby notified that Elder Creek Farm, in accordance with G.S. 143-215. 1 OC, must apply for coverage under
an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached
application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session
1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facili ' ty to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
'Me attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of The Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call Theresa Nartea at (919)733-5083 extension 375 or
Stoney Matthis with the Wilmington Regional Office at (910) 395-3900.
Sinc ly,
?e�e r�
err T.
�oZrKerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-733-6048
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
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
James Stroud Jr.
Elder Creek Farm
315 JB Stroud Rd
Magnolia NC 28453
Dear James Stroud Jr.:
L7?W,A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RE50URCF-5
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-432
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. D1,'R1, IRR2, DRYI, DRY2, DRY3, SLURI, SLUR2,
SLD 1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action,
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or pen-nitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at (919) 733-5083 ext. 571.
Sincerely
I dl 4,;;p
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048
An Equal Opportunity Affirnwtive Action Employer 50% recycled/10% post -consumer paper
JUSTIFICATIO UCUMENTATI
\1
Facility Number - 0ap
Farm Name: E�,JdLd'-
On-Site Rep resentati ve -_'YA"v�( 2M
Inspec tor/Reviewer's Name:
Date of site visit: /147-
Date of most recent WUP: 3-,2A4_
Rcvised April 20, 1999
FOR MANDATORY WA DETERMINATION
Operation is flagged for a wettable
acre determination due to failure of
Part If eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA,
determination at this time based on
exemption El Ei E3 E4
Operation pended for we,0950.acre
determination based or
( ��Y P2 P3
Annual farm PAN deficit: pounds
4 :�;Trd-hoste traveler, -2. center-�pivDt -system; 3. linear -move system;
Irfigation System( -circle#.
4. stationary sprinkler system w/permanent pipe-, 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. Stationary gun system w/po'rtable pipe
PART 1. WA Determination Exempfions (Eligibility failure, Part 11, overrides Part I exemption.)
El Adequate irrigation design, including map'depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D, irrig ation operatin4parameter sheets, including map
depicting wettable acres, is complete andt.igned by an I or PE.
E3 , Adequate D, irrigation operating parameter sheet, 'including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part 111. (NOTE:75 % exemption cannot be
applied to farms that fall the eligibility checklist in Part If. Complete eligibility
ch ecklist, Part I I - F 1 F2 F3, before completin g computational -table in Pa rt I 11).
PART IL 75% Rule Eligibility Checklist and Documentabon of WA Determination
Requirements.. WA Determination.required -because. operation fails -.one of the eligibility
requirements listedbelow:
_F1 Lack.of:acreage�-whichTesultedinmver-mpplicabon-mf--wasteAmterz(PAN) on:spray:..---
field (s):accorcling-iolarm'slasttwo .Years Mf_-TMg-atDn3-ec:ord s.-.--
- F2 U nd e ar,11 egibl e,- or I ack of information/map.
F3 Obvio us -field 7ftftabOnS -(numerous 3Jitches' ;dY1lure:to:deduct:re quired:-_.,
bufferlsetbackacreage;7oi-25 W-oftotal zacreage-identifibdirfLAWIVI P.1--in bi udes
small, -irregularly -shaped -fields -z-fields-.Iess'fhan-5mcres-fortr�velers-or.less-than
2 a6res-for.ztationaryzpdnklers).-
F4 WA d etermin ation required beca use CAWM P -credits -fiel d (s)'s acreagei n excess
of 75% of the respective field's total acreage as noted in tablein Part 111.
Facility Number -2 - Y 2,-
Revised April 20, 1999
Part III - Field by Field DetermInaflon of 75% Exempfion Rule for WA Determination
RACT FIELD TYPE OF
NUMBER NUMBEW-2 IRRIGATION
SYSTEM
LTOTAL CAWMP
ACRES ACRES
FIELD COMMENTS3
%
Ad q�uo 'q'ao
L 21
FIELD NUMBER' - hydrant pull, zone, or.point numbers Tnay be used in place of held numbers depending on CAWMP
and type of inigation'system. - If pulls, etc. cross -more -than -one field, inspector/reviewer will have to combine fields to
caJculate 75% field by field determination for exemplion;-othervilse Dperabon will be sub)ect to WA determination.
FIELD NUMBER2 - must,be clearly delineated -on-map.
COMMENTS3 - back-up fields with CAWMP acFeagemexceeding75% of its total:acres -pnd havingTeceived less than 50%
of its annual PAN as -documented in thefarrn's-previous-two years'(1997 & 1998) of irrigationTecords,-cannot serve -as -the
sole basis -forrequiring u WA Detertnination:�.Back-up:fields-Tnust -be -noted in the-cornmentzection.and must be accessible
by irrigation system.
Part IV. :�d �nA-Determlnations -
P1 P
Ian -.lacks Jollowing information:- _.. alwj
P2 Plan -revision - may.safisfy-75% rule �d OhNre
1 11 adjusting -all field -acreage--to'below Ualec'use-rate
P3 Other (ieAn process of installing new irrigation system):
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James R. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 9, 1998
Kenneth Best
Duplin County Environmental Health
PO Box 948
Kenansville, NC 28349
4
'&ya
Mom I no
F4CDENR
NORTH CARoumA DWARTMENT OF
ENMROMmEwr AND NffURAL Rr5ouncEs
Subject: Notice of Violation for
Elder Creek Farm (James B. Stroud)
Dear Mr. Best:
As you requested, I have enclosed the Notice of Violation for Elder Creek Farm (James B.
Stroud). I have also included the inspection forms for the two visits that we made to the
facility in November of 1997. If you need any additional information, please contact me at
(910) 395-3900.
Sincerely,
Andrew G. Helminger
Envirom-nental Specialist
ccaWilifti0ton.'Files
4 .
SAWQS\ANDYA\HEST. LET
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Offlce
Jarnes B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
December 9, 1997
gm,411010 SF434
KINN ILI) 19114 011,41 CIO) go I W 8 10 9-919) 113 191
Mr. James B. Stroud
Elder Creek Farm
315 J.B. Stroud Road
Magnolia, NC 28453
Subject: Notice of Violation
Elder Creek Farm
Farm Number: 31432
Duplin County
Dear Mr. Stroud:
4 0
IT 0
A&4
Ad�N�Whmg�lv
NCDENFt
NOR, H CAFROWNA DEPARTMENT OF
ENVIRONMCNT AND NATuFtAL Rr_5ouF:zr_cz
You are hereby notified that Elder Creek Farm, which has been permitted to have a
nondischarge permit for an animal waste disposal system pursuant to 15A NCAC 2H.0217 and
G. S 143.215. 1, has been found to be in violation of its Animal Waste Permit.
On November 12, 1997, In response to a complaint, staff from the Wilmington Office of
the Division of Water Quality inspected your animal operation and the lagoon(s) serving this
operation. The over-appli cation of waste had resulted in the runoff of animal waste from the
spray field. In addition, animal waste was observed in a drain located near the rear of the facility
leading to the nearby tree line. This incident resulted in a discharge of animal waste to adjacent
property. This incident is a violation of your Certified Animal Waste Management Plan
(CAWMP),
The Division of Water Quality will may proceed to revoke Elder Creek Farm's permit
unless the following conditions are completed:
1. Immediately eliminate the discharge of wastewater and/or list actions to correct the noted
violation.
2. Make any and all modifications needed to ensure there will be no future discharges.
127 North Cardina I Dr., Wilmington - North Carolina 28405 Telephone 910-395�3900 FAX 910-350-2004
An Equal Opportunity Affirmative Ltion Employer 50% recycled/10% post -consumer paper
Mr. James B. Stroud
Page 2
To remain a permitted facility, all corrective actions must be made within seven (7) days.
Failure to comply with the above conditions will cause the existing animal waste management
system serving your animal operation to be considered in operation without a permit as required
by North Carolina General Statute 143-215. 1.
Please be advised that this assessment does not prevent the Division of Water Quality
from taking enforcement actions for this violation or any past or future violations.
When all required corrective actions are complete, please notify this office in writing. If
you have any questions concerning this matter please do not hesitate to contact either Mr. David
Holsinger, of our Wilmington Office at (910)-395-3900 or Mr. Shannon Langley at (919) 733-
5083, ext. 5 8 1.
Sincerely,
aD41 �
Rick Shiver, P.G.
Regional Supervisor
attachments
cc. Harold Jones, Duplin County Soil and Water Conservation
Sandra Wietzel, NC DSWC
Ronald Kennedy, County Health Department
Dr. Garth Boyd, Murphy Farms
DWQ Operations Branch File
Wilmington Files_
S:MQS\DAVEH\DUPL1N\3]-432.N0V
Environmental Chemists, Inc.'
envirochem
L NlAn�[NG ADDRESS: TELEPHONE: SHIPPING ADDRESS:
P.O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way
Wtightsville Beach, (910) 392-0223 (Lab) Wilmington,
CONSULTING North Carolina 28490 (910) 392-4424 (Fax) North Carolina 28405
CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERMCATE #37729
Date Sampled:
Sampled ]BY:
Report To:
Copy To:
NCDEHNR - DWQ Certificate No. 94
REPORT OF ANALYSIS
Customer: NCDEBNR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
11/12/97
David Holsinger
Rick Shiver
David Holsinger
EFFLUENT: J B Stroud
Date of Report:
Purchase Order-#:
Report Number.
November 25, 1997
7-3315
PARAMETER
Sample ED
FC1
I Nutrients
FC2
2 Nutrients
Lab ED
# 8772
8773
# 8774
N 8775
Fecal Coliform, colonies/100mi
41,000
-
78,000
-
Ammonia Nitrogen, NHrN, mg/L
-
176
-
153
Total Kjeldahl Nitrogen, TKN mg1L
196
-
182
Total Phosphorus, P mg(L
39.3
-
50.7
Nitrate + Nitrite Nitrogen, NO3+NO.,-N mg/L
1.64
-
0,62
RECEIVED
December 19, 1997 DEC 2 2 1997
Mr. Rick Shiver, P. G., Regional Supervisor
North Carolina Department of Environment and Natural
Division of Water Quality
127 North Cardinal Dr.
Wilmington, NC 28-405 L(
Dear Mr. Shiver:
In response to the notice of violation I received on December 15, 1997
for Elder Creek Farm, we are notifying your office as requested -
On November 12, 1997, 1 started the irrigation system at 10:00 a.m.
and monitored it every 1 1/2 hours. At 1:30 p.m., the system was
operating with no signs of ponding or runoff. When I returned at
3:00 p.m., there were few areas of ponding, and I proceeded to shu'L.
the system down.
The following items have been addressed concerning the situation that
occurred on November 12, 1997.
1. The immediate corrective action taken to eliminate the discharge
of wastewater was to shut down �he irrigation system. Upon your
arrival to the farm, I foilowed your advice to dig two holes with
the backhoe at the north end of the hay field to collect any
possible runoft Rnd placed a mud pump at the collection basin to
apply the liquid back on to the hay field. By following this
plan, I prevented any liquid from reaching the waters of the
state.
2. The second area of concern referred to in the Notice of Violation
was near a drain at the rear of the facility. The following
actions were taken upon your advice: blocking the drain
immediately, forming a collection basin, and transferring all
collected liquid to the lagoon by setting up the irrigation pump.
After the pump was set up and this process started, it began to
rain. We continued to drain the collection site.
To ensure that this will not reoccur, I have chisel plowed the spray
field and sown it with a winter cover crop. I will resprig it in the
spring of 1998.
In the future when the irrigation system is operating, I will monitor
it more closely. I want to thank David Holsinger and Andy Hoffminger
for their advice and recommendations to prevent any runoff to our
state waters.
If there are any other concerns, I can be reached by telephone at
(910) 296-1564.
Sincerely,
4061,
James 8. Stroud, J
cc: Dr. Garth Boyd, Murphy Farms
Mr. Gary Scalf, Murphy Farms
Environmental Chemists, Inc.
enviro hem -
L MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS:
hk1b.— --.0At P,O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way
Wrightsville Beach, (910) 392-0223 (Lab) Wilmington,
CONSULTING North Carolina 28480 (910) 392-4424 (Fax) North Carolina 28405
CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
Date Sampled:
Sampled By:
Report To:
Copy To:
EFFLUENT: J B Stroud
NCDEHNR - DWQ Certificate No. 94
REPORT OF ANALYSIS
Customer: NCDEHNR-DWQ
11/12/97
David Holsinger
Rick Shiver
David Holsinger
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Date of Report -
Purchase Order #:
Report Number:
November 25, 1997
7-3315
PARAMETER
Sample ED
FC I
I Nutrients
FC 2
2 Nutrients
Lab ID
# 8772
# 8773
# 8774
# 8775
Fecall Coliform, collonies,1100ml
4 1,000
-
Ammonia Nitrogen, NHrN, mg/L
176
153
Total Kjefdahl Nitrogen, TKN mg(L
196
182
Total Photphorus, P mgtL
393
50,7
Nitrate + Nitritt �4itrogen, NO.3+NOrN mg[L
1.64
0.62
ENVIRONMENTAL CH EMISTS, INC 6602 Windmill Way
:nvikoch ' em, Wilmington, NC 28405
-0223
Sgipple Collgaion gnd Chat:n of CujLo_dy_ Pho'ne. (910) 392
CKOL. FAX: (910) 3924244
CgIlecUd fly,., R
Spgsj No-,
SaMpLt jym: tali
t. U-1paig tr
Son. U
er:
SAMPLE
IDENTIFICATION
COUXXTJ
110
ED
LAB
ID
PRESERVATION
ANALYSIS REQUESTED
DATE
TIME
NONE I_MSO
I
IIN0,__j
N20H I
TIHO
ER
OTHER
L
-7
7 k't-�
17�a2
L' -2—
C 4e--
-7
Maximum Holding Time Between Collection and Analysis: ROD 40-Uwm Coliform. in Wastewater 6 Hqum
Col iforin in Drinking Water iffliqu
�y
Transfer
Relinquished By:
DateMme
Received By:
Date/Time
Received w4th4c-&Mlater
Chilled to 4?C. V;� No ArripntM!
Delivered By
E'Recelved By: - AA Date: i i I 1.% 7 Time-.-'�-.-" -IF
6.
z'
Environmental Chemists, Inc.
,�nvirochen�, MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS:
G P.O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way
Wrightsvillc Beach, (910) 392-0223 (Lab) Wilmington,
CONSULTING North Carolina 28480 (910) 392-4424 (Fax) North Carolina 28Q5
CHEMISTS NCDERNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
Date Sampled:
Sampled By:
Report To:
Copy To:
EFFLUENT: J B Stroud
NCDEHNR - DWQ Certificate No. 94
REPORT OF ANALYSIS
Customer: NCDEHNR-DWQ
11/12/97
David Holsinger
Rick Shiver
David Holsinger
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Date of Report:
Purchase Order #:
Report Number:
November 25, 1997
7-3315
PARAMETER
Sample ID
FC I
I Nutrients
FIC 2
2 Nutricnts
Lab ID
# 8772
N 8773
# 8774
# 8775
Fccal Coliform, colonies/100ml
41,000
-
78,000
Ammonia Nitrogen, N113-N, mg/L
-
176
-
153
Total Kjeldahl Nitrogen, TKN mg/L
196
-
182
Total Phosphorus, P mg(L
393
-
50.7
Nitrate + Nitrite Nitrogen, NO3+NOrN mg/L
1.64
-
0.62
;� �q3 Z'
enviro6h.em
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Qaln of C
,vAqdy-
6602 Windmill Way
Wilmingtor4 NC 28405
Phone: (910) 392-0223
FAX: (910) 3924244
Colleckd-Bv.- RepoiftNo;
Qammmlm qr%yrko- lt�flznarm# rManant wAbil cWhor.
SAMPLE
IDE14TEFICATION
COLLECTION
BOTrTfLE
ID
LAB
ID
PRESERVATION
ANALYSIS REQUESTED
DATE
TIME-
NONE
ILSO,
W4(X
MOB
T1110
OTHER
C
'F77?
7yo
C- 4?-,-
T-k.,,U 7-e
Maximum Holding Time Between Collection and Analysis: BOD4tKouX& ColiforminWastewater6Hou
Coliform in Drinking Water affliQW1,
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
I
2
Received y4th-l"ater
Delivered By:
C0mments:Aa&'-J-"'4— e,
to No -- Ace ted: Rejected:
�ed By: -iL--J Date:idiz.79-7 Time: bi�-7?
—T PZ 4e�r-z-
?S
Mr
ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way
0 Wilmington, NC 28405
Sample-CoAmilon and Chain affud—oft- Phone. (910) 392-0223
FAX-. (910) 392-4244
CWI&Md Dr, AA)6 ZEoe_ ROM N%
III 14�
Maximum Holding Time Between Collection and Analysir. BOD 4&BmuM Coliftin in Wask-water fil[Rum
Coliform In Drinkinil Water 3QjffDAM I
nTransfer Relinquished By:
sf"
Date/Time
Received By:
Datemme
2
Received wk"oe�Mster Chilled to CC: Yes NO AcceDted:
ReiectiA-.
Delivered By
comments:4�0_'-'*"a—
Received By: Date: I, Time: L!�-_7P
!3.
R
State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr_ Governor
Jonathan B. Howes, Secretary
November 13,1996
James Stroud
Elder Creek Farm
315 JB Stroud Rd
Magnolia NC 28453
SUBJECT: Operator In Charge Designation
Facility: Elder Creek Farm
Facility ID#: 31-432
Duplin County
Dear Mr. Stroud:
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
cerfified 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 conceming 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 Bany Huneycutt of our staff at 919/733-0026.
Sincerely,
A. 2Preston Howard, Jr., P. ., Director
Division of Water Quality
Enclosure
cc-. Wilmington Regional Office
Water Quality Files
RO� Box 27687, 1 -to,
Raleigh, North Carollno 27611-7687 C An Equal OPportunity/Affirrnative Action Employer
Voice 919-715-4 100 50% reCycled/ 1 00/o post -consumer paper
Viewing Hogsite table with form F: Record 529 of 1000 main =
Hogsite # 529
FACILITY #:
31-432
OWNER:
STROUD, JAMES B.
FARM NAME:
ELDER CREEK NURSERY
COUNTY:
DUPLIN
LOCATION:
SR1922, .25 MI FROM SR1904 J.B. STROUD RD.
NRCS PRIORITY:
NO
DEM PRIORITY:
NO
LETTER SENT:
INTERGRATOR:
MURPHY
PHONE NUMBER:
296-1564
INSPECTORS NAME:
WICKER
INSPECTION DATE:
8/9/95
PROBLEM:
RESPONSE FROM LETTER:
LQS*-
- - /*
47 - -
tq��; 7
ell.
S661 7, AOM
03AI30RJ
SEA71
31 - q3?-
N. C. DIVISION OF ENVIRONMENTAL MANAGEMENT
COMPLALINT/EKERGENCY REPORT FORM
WXLKXWTOM RJ?GTON" OFFIC9 Da telTlme: IL 3,9 7,95- le21,100
Raergency: Conplaint: County:
Report Received Ftm: la7w;;F,
Agency: A A, .5 C-"- PhoneNd.
co*.Iafna t-.- 6yucm.
Addresa:.,,,,,,,P Phone No. A014
.... 01A
Complaint or Incident: 61"7211;�d "V ,0*
V
Tim and Date Occurred: :�( &,e z,,,> —2 6 - 9 S—
Location of Area Affected: 0r-.- 4e,� fe&/ !�!Z :56e 1�?ar
409-r:
Surface Waters Involved: Groundwater involved:
other Age-ucies/Sections Notified: ,!L)&
InvestigationDetailB:.-
Immstigator:' A foliel Date:
EPA Region XV (404)347-4062 Pesticides 733-3556
19mergLincy - t 733-3667 Wildlife Resources 733-7291
Solid and Hazardous Waste 733-2178 Marine Fisheries 726-7021
Water Supply Branch 733-2321 U.S. Coast Guard MSO 343 -4881
127 C&WiW DrWa ftwmion, WilmiVm, N.C. 2MS-3945 0 Telephone 919-395-390D 0 Fax 919-350-2004
An Equal Opporwnhy Affimadve Acdon Employer
,Aa%T.KA-,L 19ASTS MANAGMMU PL�AH CERTIFICATION FOR NMV OR EMPANDED FEEDLOTS
plaaae return the co=,Vleted form to the Diviai= of Z=vj=on=e=tal Hazagaman
the add --ago 0M the reverse aide of this fo--=.
Name of farm (Please print) :
Address - 315 J. B. Stroud Roa
1v1a9_n0.L.1_a_,__N(�_ ne
County: in rZ,
Farm location- Latitude and Longitude 5COI� /UfQQ�4_ci� (required)
please attach a copy of a county road map with location identified.
T,Zpe of operation (swine, layer, da etc .) .-SWinp
Design capacity (nuniber of a-nimals) .3 0 Nursfa
Average size cf operat-'an- (1:� month popular -ion avg.) : 3120
Average acreage needed, for land application of waste (acres) i 7-R
Technical Specialist Certification
As a technical specialist designated by the North Carolina Scil and Wa'�er
Conservation Commission pursuant to 15A NCAC 6F .0005, 1 Certify that the new or
e>cpanded animal waste management system as installed for the farm named above
has an animal waste ma-nagement plan that meets the design, construction,
operation a-nd maintenance standards arid specifications of the Division of
-nvironmental management and the USDA -Sail Conservation Service 'and/or the North
Carolina Scil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
ISA KICAC GF .0001--OOOS. The following e�lements and their corresponding minimLun
criteria- have -been - verified by me or other designated technical specialists and
are included in the plan as ap6licablet minimum separations (buffers) ; liners or
equivalent foc lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or o�wnership of proper waste application equipment, schedule Ecr timing of
anolications; application rates; loading rates; and the control of the discharge
of polluta-nts from stormwater runoff events less severe than the 25-year, 24-hour
storm.
2;&me of Technical
Affiliaticn: M
Address (Agency):
ialist (Please Pri,t):M. Kevin Weston
FaMo . _ Inc.
Phone No.
signature: ;e-". Date: 1-9,ZIZ
owner/M&nager
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for.the fa_rm named above and wil-I ir.-':lenent
Cnese pro cedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division oE
Environ.mental Ma-nage-ment: before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters oE the state either through a man-made conveyance or through
r-unoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the fan-n and at the office of the local Soil and
Water Conservatian District.
N a=6 a f L� Owner (Please r . nt)-
Signatur ! 7- /__�? - n_rl�
13. Stroud, Jr.
Date. 2f-r
Name of Mz&aiger, if different from owVer (Please print)
Signature: Date:
119�2: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within Go days of a title transfer.
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J UF R, P F7fY
F A M I L Y F A R M S
May8,1995
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P. 0. Box 29535
Raliegh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
RE: Elder Creek Farm - Swine Facility Certification
Duplin County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine farm. The revision
was a correction in the number of animals at design capacity. It was 2200 and should
have been 3120. Please update your file with the revised form showing this
correction.
Sincerely,
M. Kevin Weston
Technical Specialist
cc: James B. Stroud, Jr.
Kim Patram, Murphy Family Farms Construction Department
Duplin Soil & Water Conservation
Post Office Box 759, Rose Hill, North Carolina 28458, (9 10) 289-2 111, FAX (910) 289-6400
�rl, :,�
AVrH" WASTE HANAGMIZIM PLAN CERT1FTCAT::0H FOR 'TEMe; CR =PA1M=) FE:Er T,
Please return the completed form to the Diviaion of 1�nviro=Qntal
the add=890 om the rGverme side at thim to=.
Name of farm (Please
Address: 315 J.. B.__�
int) . Elder Creek FarM. (AdditiOn)
magnoiia, Nu zo4znj Phone No.:
county: Dunlin
-MT"
Far-m location.: Latitude and Long i cude dA25_L03L /Z82Q_QwL L5:' (required)
please actach a copY of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) . $wine
Design capacity (number of animalsl :—Z200 NurseKZ 5 j Lj
Average size of operation' (12 month population avg.) : 2200
A.verage acreage needed for land application of waste (acres), 7.8 C) I
TaCbMical. SPeCialiat Certification
�,s a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, 1 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 staiidards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
1SA NCAC 6F .0001-.0005. The following e'lements and their corresponding minimum
criLeria- have been verified by me or other designated technical specialists and
are inc luded i n the p Ian as app 1 i cabl e: min imum s epara t i ons (bu f f ers) ; I iners or
eqiaivaienc for lagoons or waste storage ponds; waste storage capacity; adequate
qijan c i ty and amoun t o f I and f or was te u t i 1 i zat ion (or us e a f thi rd Par ty) ; acces s
or ownership of proper waste application equipment, schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
stor-m.
N&=6 of Technical Specialist (Please Print) : M- kevin Weston
Affiliation: , M=hy L4_�rm. Inc. _ZM8
Address (Agency) - PQ Box 759 Rose Hili, NC Phone No. (910)289-2111
Signature: __z�� Date, Lee-Z23-1
owner/liamager Aqrsement
I (we) understand the operation and maintenance procedures established in the
-.;as--e mar.agemenz plan for,the faa-m named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of LaXT�O-wnar (Please,�Fr�nt)
Signatu
11a=a of 1(j&agar, if different from
13. Stroud, Jr.
Date: 2-5L
r (Please print):
Signacure: Date:
11pte: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DE24 USE ORLY-*ACNZW#_AOA��,
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F A M I L Y F A R rYI S
April 18, 1995
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
PO Box 29535
Raliegh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
RE: Elder Creek Farm (Addition) - Swine Facility Certification
Duplin County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine
farm. The area required for spray irrigation of lagoon effluent
has not been sprigged. By this letter, the Owner certifies that
the area required for spray irrigation will be sprigged or planted
with the crops as called for in the Waste Utilization Plan within
180 days of hte stocking date of the farm. The lagoon effluent
will be applied with the owners reel type of irrigation equipment.
Name of Technical Specialist: M. Kevin Weston
signature: Date: 4-/Z 'P
Name of Land Owner: James B. Stroud, Jr.
Signature s� Date:
cc: James B. Stroud, Jr.
Kim Patram, Murphy Farms Construction Dept.
Post Office Box 759, Rose Hill, North Carolina 28458, (910).289-2111, FAX (910) 289-6400
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATI S
Department of Environments Health and Natural R �ol'j c
Division of Environmental Management
Water Quality Section
If the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75 horses,
250 swine, 1,000 sheep, or 30,000 birds that are served by a liquid
waste system, then this form must be filled out and mailed by December
317 1993 pursuant to 15A.NCAC 2H.0217 (c) in order to be deemed per-
mitted by DEM. Please print clearly.
Farm Namet F I �'r'-
Mailing Addressz
County%
Owner(s� Name:
Manager(s) Name:
Leasee Name:
9 -3 71,710 I'd
ZIP
one No.
Farm Location (Be as specific as possible., road names, direction,
milepost, etc. ) -, -Z 1,10/1?_ / 5PQ 2, - - ___—:2. -.6. __s: Z�V'21(ld 'lea 19 Sz
Lat it ude /Long it ude if known:
Design'capacity of animal waste management system (Number and type of
confined animal �s):_ (9 S
Average animals population an the farm (Number and type of animal (s)
raised): Z-12
Year Production Began: /
ASCS Tract No. 4
Type of Waste Management System Used:
Acres Available for Land Application of Waste: '9
Owner(s) Signature(s): DATE:
DATE; lid-
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State of. North Carolina
T We"
Department of Environment, '14
H. e �—. Ith cnd Ncturd'Rescu,ces
Division of Environmental Management A
00% OM% PON ;)A
James B. Hunt, Jr., Governor IL
Jonathan S. Howes, Secretary FE F=1
A. Preston Howard, Jr., RE, Director
March 23, 1994
James Stroud
Rt. I Box 76A
Magnolia NC 28453
Dear Mr. Stroud:
This is to inform you that your completed registration form required by the recently
modified nondischarge rate has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met(15ANCAC2H.0217), By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between Febr'uary 1, 1993 and
December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by
Degembf,r 31. 1992.1 New or expanded feedlots constructed after December 31, 1993 must
obtain signed certification before aniwals are stogked on thrjar-m. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conserva6on
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at (919) 73 3-5 083.
Sincerely,
_atf�
/-n Steve Tedder, Chief
enc: Water Quality Section
P.O. Box 29535. Raleigh, N6rth Carolina 27626-0635 Telephone919-733-7015 FAX919-733-2496
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