820645_CORRESPONDENCE_20171231

NORTH CAROLINA
Qeparbnent of Environmental Quality
NA
NCDENR
North Carolina Department of Environment and Natura l Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Shelton Batts
D.M. Batts #1-5
185 Waycross Rd
Magnolia, NC 28453
Coleen H. Sullins
Director
November 4, 2011
Subject: Sludge Survey Testing Dates
DENA-FRO
NOV 0 8 2011
f1WQ
Dee Freeman
Secretary
Certificate ofCoverage No. AWS820645
D.M. Batts #1-5
Animal Waste Management System
Sampson County
Dear Shelton Batts
The Division of Water Quality (Division) received your sludge survey information on November
1, 2011. With the survey results, you requested an extension of the sludge survey requirement
for the six lag~ons at D.M. Batts #1-5 facility. Due to the amount of treatment volume available,
the Division agrees that a sludge suivey is not needed until 2013 for all lagoons.
The next sludge survey at this facility should be performed before December 31, 2013. Thank
you for your attention to this matter. Please call me at [phone] if you have any questions.
s~
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File A WS820645
1636 Ma i! Servi:e Center, Ralei£!h. North Caroline. 27 69S-1c36
Location: 2?28 Caoital9!vd .. Ra!eiah, North C..a roiina 2760t
?hone : 9':9-i33-322 1 i FAX: 918-l15-0585 i Customer Se rv1ce : 1-8/i-623-6748
lmemet www .ncwsterquality.o[ll
N~rth Carolina
)\Jaturaf!g
Murphy-Brown LLc
February 11, 2002
Mr. Shehon Batts
D.M. Batts #1-4
185 Waycross Road
Magnolia. NC 28453
Subject: Revised Nutrient Utilization Plan
For D.M. Batts # 1-4
Sampson County
:r~ N( II-~'i;. ~~t~r
Dear Mr. Bans,
PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Td: 910-293-3434
Fax:[phone]
RECEIVED
fJAR25 ~
DENR-fAYETID11.1.fREGJDNAJ. OffiCE
As requested, I revised your Nutrient Utilization Plan as we discussed. Please note that field IB*
consists of hydrants 1, 2 & 3 only. Field IB now consists of the remaining hydrants in that field. The larger
deficit shown on page 2 is due to a significant increase in the amount of nitrogen that can be applied to the
bermuda hay. A copy of the plan is included. Your signature is needed on page 8.
If you have any questions regardi~g this matter, please do not hesitate to come by the office or call
me at [phone] ext. 5363.
Sincerely,
Lazt-..
Kevin Weston
Environmental Compliance
RECEIVED I DENR I DWQ
Aquifer Protection Section
MAR 10 Z009
--· :. :
Brown's of Carolina 2/11/02 Hwy 24 East
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Fann Name:
County:
Fann Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
D.M. Batts
D.M. Batts 1-4
Sampson
18560
Anaerobic Lagoon
>180 days
lnigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water ancflor groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle . Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1 . Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiHration rates, leaching potentials,
cation exchange capacities , and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but.
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining , or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution , the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8
This plan is based on the waste application method shown above. If you choose to change
methods in the Mure, you need to revise this plan . Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
aUow additional waste to be applied. Provisions shaD be made for the area rec eiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Ume must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out. meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ~. tons, etc.):
Ca~acity Type_ Waste Produced_ per Animal Total
Farrow to Wean 3212 gallyr gallyr
Farrow to Feeder 4015 gallyr gallyr
Farrow to Finish 1 0585 gallyr gal/yr
Wean to Feeder 223 gallyr gallyr
18560 Feeder to Finish 986 gallyr 18,300,160 gallyr
Total 18,300,160 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 lbslyr
Farrow to Feeder 6 .5 lbslyr
Farrow to Finish 26 lbs/yr
Wean to Feeder 0.48 lbslyr
18560 Feeder to Finish 2 .3 lbslyr 42,688
Total 42,688
Applying the above amount of waste is a big job. You should plan time and have appropri ate
equipment to apply the waste in a timely manner.
LAND UTJUZA TION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produc ed
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season .
. Total Irrigated Acreage:
Total N Requi red 1st Year:
Total N Requi red 2nd Year:
202.87
55950.25
0
Average Annual Nitrogen Requirement of Crops: 55,950.25
Total Nitrogen Produced by Farm: 42,688.00
Nitrogen Balance for Crops: (13,262.25)
The following table describes the specifications of the hydrants and fields that c ontain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes t he size,
soil characteristics, and uptake rate for ea ch crop in the specified crop rotation schedule for this
facility.
2 of8
lbslyr
lbslyr
lbs/yr
lbslyr
lbslyr
lbs/yr
.
/
Reception Area Specifications ..;
T111ct Fiel d Irrigated Soli 1st Crop Time to 11tCrop 1st Crop LbstuAc ~N Totallbs N 2nd Crop Time to 2nd Crop 2nd Cr op Lbs N/Ac Lbs N Total lbl H Total Total l bs H
Ac:rU118 TVJ)e Code A a ..tv Yleld l ba NnJnlt Residual /Ac: Utilized Code APPlY Yleld lbs N/Unlt Residual /Ac Utlllud Lba N/Ac Utilized
8577 1A 16.29 AuB ~ Mar·AUO 5.5 50 215 4479.75 L SeDI 15..oct·Fet>-Ma r 2 50 100 1629 375 61 08.75
6577 19 ..... 4.13 AuB c Mar·AUO 5.5 50 275 1135.75 L Se0115-0 ct'Fet>-Mar 2 50 100 41 3 375 1548.75
6577 un3 35.87 AuB c Mar-Ai:ia 5.5 50 275 9864.25 L Seot15..oct·FeM.4er 2 50 100 3587 375 13451.25
8577 un4 37.18 AuB c Mar-Aua 5.5 50 275 10224.5 L Seot15-0ct·Feb-Mer 2 50 100 3718 375 13942.5
8577 1B 28.18 AuB 0 June-Sepl 30,0 4 120 33 81.6 N Seot-Aprll 4 5 VI 15 93 2820 .74 213 8002.34
8 577 un2 32.4!5 BoB 0 June-S eel 25.0 4 100 3245 N SI!DI~I 3 5 2 .4 15 69 2239.05 169 5484.05
8578 101 48.77 WaB 0 June-Seal 28 .0 4 112 5 462.24 N SeDI:~ 40 2.4 15 81 3950.37 193 9 412.61
Note: F ield 1 B' consists of hvdrente 1 2 & 3 orllY
TObJis: 20Z.It7 377e3.0 8 111~7.16 55UO.Z5
3(a) of 8
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded In bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. 8ermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
A
8
c
D
E
F
G
H
I
J
K
L
M
N
0
p
Crop
Barley
Hybrid 8ermudagrass -Grazed
Hybrid Bermudagrass -Hay
Com-Grain
Com-Silage
Cotton
Fescue-Grazed
Fescue-Hay
Oats
Rye
Small Grain -Grazed
Small Grain -Hay
Grain Sorghum
Wheat ·
Soybean
Pine Trees
Lbs N utilized I unit yield
1.6 lbs N I bushel
50 lbs N /ton
50 lbs N /ton
1.25 lbs N I bushel
121bs N /ton
0 .12 lbs N /lbs lint
50 lbs N /ton
50 lbs N I ton
1.3lbs N I bushel
2 .41bs N I bushel
50 lbs N I acre
50 lbs N I acre
2 .5 lbs N I cwt
2 . 4 lbs N I bushel
4 .0 lbs N I bushel
40 lbs N I acre I yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm S_p_ecifications
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
18560 Feeder to Finish
PAN/yr/animal
0.84
1
4.1
0 .072
0.36
Fann Total/yr
6681 .6
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 6681 .6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 33408 pounds of plant
available nitrogen to utilize_ Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 111 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 267.264 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irligation
such that runoff or pending occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity o.f the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
•This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied . In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for > 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. F ailure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
S of 8
Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hldrant T~ee croe inlhr • inches
8577 1A AuB c 0.6 1
8577 18'" AuB c 0.6 1
8577 un3 Au8 c 0.6 1
8577 un4 AuB c 0.6 1
8577 18 Au8 0 0.6 1
8577 un2 BoB 0 0.75 1
8578 so1 WaB 0 0.6 1
6 of 8
' ..
Additional Comments:
Plan revised to show crop changes.
Note: Using the rate of 100 lbs.N/ac. shown In the plan for the small grain
requi res that half be applied during Sept 15-0ct. and half during Feb-March,
and the small grain must be removed by April 7. Also, pumping on the bermuda
hay must stop at the end of August. However, due to the large deficit, the
rate for the small grain may be reduced to 50 lbs.N/ac. If this option is utilized,
the pumping windows can change to Sept~April for the small grain and
March-September f or the bermuda hay.
7 of a
. -
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: D.M. Batts 1-4
OWner:
Manager:
D.M. Batts f'lc<-~~1'!1 /791''1
Owner/Manager Agreement:
k.-'C.f7 tr lYe;;-~ ~~~yr
1/we understand and will follow and i mplement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. 1/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
1/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm . I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: D .M. Batts
Signature: ,.,2-I Y..b 2--
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: -----=-M-:--u-rp--=-h-y-=-e=-r_o_w_n-,7L7L-::C:-------------
Address: _____ ~2~8~2~2~H~wy~~24~VV=-e~~~P_O~B~o~x~8~5~6~------------
Warsaw, NC 28398
Telephone: ______ (!.,;.9~10...J)..,;2;;...9....;;.3_-34:---34 _____________ _
Signature:
Date
R n f R
RF·~-;:-f_l \:[· 0 . L I•.
DEC 15 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H . Sullins Director
Division of Water Quality
December 11, 2008
Shelton Batts
D .M . Batts #1-5
185 Waycross Rd.
Magnolia, NC 28453
Dear Shelton Batts:
Subject:
;1:1-<62. -· (p v. )'
Sludge Survey Testing Dates
Certificate of Coverage No. AWS820645
D.M. Batts #1-5
Animal Waste Management System
Sampson County
The Division of Water Quality (Division) received your sludge survey information on December
9, 2008. With the survey results, you requested an extension of the sludge survey requirement
for six lagoons at the D.M. Batts #1-5 facility not to be required until 2009. Due to the amounts
of treatment volume available, the Division agrees that a sludge survey is not needed until2009
for all six lagoons.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
~
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files.
Aquifer Protecti o n Section
In ternet: www.ncwaterguali ty .org
1636 Mail Servi ce Center
Location : 2728 Capital Bo ulevard
An Equal Oppoftunity/Affirmative Action Employer-50% Recycled/1 0% Post Consumer Paper
Ral eigh, NC 27699-16 36
Raleigh, NC 27 604
Telephone :
Fax 1:
Fax 2 :
C us tomer s~rvice :
Njf_fthCarolin a
;Valurnii!J
[phone]
[phone]
[phone]
(877) 623 -6748
Shelton Batts
D.M. Batts #1 -5
185 Waycross Rd
Magnolia, NC 28453
Dear Shelton Batts:
July 1, 2007
Michael F. Easley, Governor
William G. Ross Jr.. Secretmy
North Carolina DeparUnent of Environment Bnd Natuial Resources
'
Coleen H. Sullins, Director
Division of Water Quality
j.
JUN 2 7 2007
I ,.._ .. , F' .--r->• '~ .-.-~-.... ~. C'F"• : U ..... ~·wJ_i-:-~-\~~~_._-_•' -:-'"~L~•.-•I_.L_ ,--~-·
Subject: Certificate of Coverage No. A WS820645
D.M. Batts #1 -5
Animal Waste Management System
Sampson County
In accordance with your application received on 17-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Shelton Batts, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWGlOOOOO.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the D.M. Batts #1 -5, located in Sampson Co~ty, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0
Wean to Feeder: 0
Farrow to Finish: 0
Feeder to Finish: 18560
Farrow to Wean: 0
Farrow to Feeder: 0
Boar/Stud: 0
Gilts: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition ill.19 does not apply.
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 CA WMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Pennit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting . Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section
Internet: www.ncwaterguality.org
1636 Mail Service Center
Location : 2728 Capital Boulc:vard
An Equal Opportunity/Affirmative Action Employer-50% Recyded/10% Post Consumer Paper
Raleigh. NC 27699-1636
Raleigh. NC 2 7604
Telephone:
Fax 1:
Fax 2:
Customer Service:
N~Carolina
)Valllrall!f
[phone]
(919) 7 15-0588
(919) 7 15-6048
( 877) 623-6 748
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
Jaws , rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this pennit convey any property rights in either real or personal property.
' Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .Olll(c) a compliance boundary is provided for the facilit y and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a I 00-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field .
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CA WMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
Tbis COC is not automatically transferable . A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWGlOOOOO, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File A WS820645
Michael F. Easley. Governor
William G . Ross Jr .. Secretaly
North Carolina Department of Environment and Natural Resources
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Shelton Batts
December 1, 2006
Alan W. Klimek. P.E. Director
Division of \Vater Quality
RECEIVED
DEC 06 2111
D.M . Batts #1 -5
185 Waycross Rd
Magnolia, NC 28453
~-FA'tffiE\ru.f REGIONAL OffiCE
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non-Discharge General Permits are available at http://h2o.enr.state.nc.us/aps/afou/downloads.htm or by writing or calling:
NCDENR-DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a 'Reguest for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to $25 ,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
~ --·-·-···--~--6 ·£.~~
Enclosures
cc (w/o enclosures):
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files -820645
Brown's of Carolina LLC
Aquifer Protection Section
Internet: www.ncwatergualitv.org
I 636 Mail Servic e Center
Location: 2728 Capital Boulevard
Raleigh. NC 27699-1636
Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer-50% Recyc:led/10% Post Consumer Paper
Telephone:
Fax 1:
Fax2:
Customer Service:
N?{lhCaroUn a
(919) -!Y..11!!'~0/I!f
(919) 7 15-0588
[phone]
[phone]
Murphy-Brown LLc
February II , 2002
Mr. Shelton Batts
D.M. Batts #1-4
185 Waycross Road
Magnolia. NC 28453
Subject: Revised Nutrient Utilization Plan
For D.M. Batts #1-4
Sampson County
':f'#. k( It A 'i). bY~
Dear Mr. Batts,
PODmwer856
2822 Hwy. 24 West
· Wanaw, NC 28398
Tel: 91(),.293-3434 i ~-.
Fax: [phone]
JAHUl ~1
RECEWED/DENR/DWQ
AQUIFFR 'PROTH~TION ~ECTION
DEC 2 9 2006
As requested, I revised your Nutrient Utilization Plan as we discussed. Please note that field IB*
consists of hydrants I, 2 & 3 only. Field 1 B now consists of the remaining hydrantS in that. field. The larger
deficit shown on page 2 is due to a significant increase in the amount of nitrogen that can be applied to the
bennuda hay. A copy of the plan i~ included. YO\Jf signature is needed on page 8 ..
If you have any questions regarding this matter, please do not hesitate to come by the office or call
me at [phone] ext. 5363. · .
Sincerely,
_/ _/'/ t4: ~ ?c/.s;; ---:->
Kevin Weston
Environmental Compliance ·
State-of North Carolina
Department of Environment, Health and Natural Resources -Ff2,/)
Division of Water Quality WATRECEIVJ~Q···
Non-Discharge Permit Application Form I Survey EROUAI.rfVi:lE~rll)N
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) SEP 2 l 1997
General Permit ... Liquid Animal Waste Ope~uw~-~8~;~\i ti~~
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
· complete as best as possible. Aee\!t~~estion unanswered.
Application Date: __ q'-1jl-'/-"{i'-fj--'q'-1-S-----DEC 0 5 1997
I. REQUIRED ITEMS CHECKLIST FAYETTEV!LLE
~lease indicate that you have included the following required R!S>){JlflF~ur initials in the space provided next to each
Hem.
I. One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CA WMP). If the facility does
not have a CA WMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: D .M . Batts M. 51 k. 1-5 {fornbioing e.h.J.iq .f1.rrn')
Applicants Initials
~
2. Print Land Owner's name: _.SL!.h!lo:e.Llhol.!Jn~B.!!Jan~s!...._ _________________________ _
3. Land Owner's Mailing address: _lu;S!.r!S..JW[Ll!.:ayu.ci.lrolll.s~s nR.!.!.d _______________________ _
City: Magnolia NC np:~2~84~~------------------------------------------
Telephone Number: J,2'-.!!8z.9-::..;3!.!l8c!!66!L-____________________________ _
4. County where farm is located: _,S!.!!!l~sowni!.__ _________________________ _
5 . Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): 421 south from Clinton. Left on 1960. Left on 1944. Faun
6. Print Farm Manager's name (if different from Land Owner): --------------------
7. Lessee's I Integrator's name (if applicable; please circle which type is listed): Brown's of CarolinaBrown' s of Carolina. Inc.
82-645
FORM: A WO-G-E 2/26/97 Page 1 of 3
IV.
III. OPERATION INFORMATION:
1. Farm No.: ~-645
2. Operation Description: Swine operation
Feeder to Finish
4000 -Certified Design Capacity
Is the above information correct? C yes; ~-If no, correct below using the design capacity of the facility
Type of Swine
0 Wean to Feeder
~eder to Finish
0 Farrow to Wean(# sow)
0 Farrow to Feeder(# sow)
0 Farrow to Finish(# sow)
No. of Animals
1~'5lnD I
Type of Poultzy No. of Animals
OLayer
0 Non-Layer
0Turk:ey
Type of Cattle No. of Animals
0 Dairy
OBeef
Other Type of Livestock on the fann: ----=-::=-;:=---------No. of Animals: ---------
_;)::;;t 0
3 . Acreage cleared and available for application:~ ; Required Acreage (as listed in t.I-Je CA WMP): ~ .).:;15"
4. Number of Lagoons: \ l 0 ; Total Capacity: 3,'123; 317 Cubic Feet (ft3)
Number of Storage Ponds: __ ; Total Capacity: ________ Cubic Feet (ft3)
5 . Is animal waste being applied on any field which has subsurface drains? YES ~please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES ~ (please circle one)
TIFICATION:
I, ----""~~'4-'-l...x..:~___,,_.q._,,_..:...L.-=~'-=---,----------<Land Owner's name listed in question 11.2 ), attest that
this appli cation for (Farm name listed in ques tion II.l)
has been reviewed by me and is accurate and complete to the best of my knowledge . 1 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 a pplication package
wm be returned :r! ~:plete.
Signature ~ ~ Dare~ 5 J<7'77
V. MANAGER'S CERTIFICATION: (complete only if different from the Land owner)
I , (Manager's name listed in question IL6), attest that this
application for (Farm name listed in question IL 1)
has beeri 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 supponing information a.•d 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 BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
FORM: A WO-G-E 2/26/97
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH , NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
Page 2 of 3
Animal Waste Management Plan Certification
{Please type or print aU information that does .not require a. signature)
General Information:
C:o~bi no/... ! <& .J -U ;-It
!3. ;). -' & d. .. .:1
]) 1 '-::.:.> II . . ~g._ -I U>3 • 3
Name of Farm: ___ .,!;.....-.;..:(1;;.:...._._ ll:...:x:t=::...!T...!.-Wf~--------------Fac11Ity No: S<l;:). : ht!.¥ :: ~
Owner(s) Name: jh e..i-fvr. ·J3afu Phone No:~ q·q -3']f.p li
Mailing Address : Its t'lfa4ercs s Y"?d ~.
Fann Location:
Fourteen Digit Hydrologic Unit=---------,-.,.....---~
Latitude and Longitude: 3 L/ S '7 I <if I 7<6 Integrator:Jirowa 's of 0Jrc /,;,a._
J
07
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): __________________________ _
Operation Description:
Type of Swine No of AnimaLs
0 We:~.n to Feeder ~eeder to Finish
0 FaiTOW to Wean
() Farrow to Feeder
0 Farrow to Finish
0 Gilts
0 Boars
Type of Pou/.Jry
OLayer
OPullets
No of Animals
Other Type of Livestock: _____ _
Type of Cartle
ODairy
0Beef
No of AnimaLs
Number of Animals: ___ _
Ac reage Available for Application: 21.-5 Required Acreage: __ '2..2S=?:::........----------
Number of~~torage Ponds: (t ~tal Capacity: 3 1 q 3 :)'7•7 Cubic Feet (ft3)
Are subsu-;ra=~-~s present on the farm: YES or f ~ (please circle on~) ' ·
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
******************************************************************************************
Owner/Manager Agreement
l(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require n
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal wa5.te from the storage or application system to surface waters of the s ute either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour stonn and there must not be run-off from the application of animal
waste. I (we) understand that run-o ff of po llutants from lounging and heavy usc areas must be minimized us_ing technical standards develo ped by ·
the Natural Resources Conservation Service. The approved plan will be fi.lcd at the farm and at the office of the local Soil and Water
Conserv:~tion District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to OEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: 5'h¥:.J.-Jcn rea. /-Js
Signature: ~f34iii_; • I
Date: q{t£ [q-1
Name of Manager (if different from owner): ---------------------------------------------------Signature: ____________________________ Date: ______ _
AWC --August l, 1997
·I ·echnical ~pecialist <..;ertincation
' I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in I5A NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and ISA NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SO, Sl, WUP, RC,I) the technical specialist should only certify parts for which they ar~ technically competent.
II. Certification of Design
A) Collection, Storaee. Treatment System
Check rhe appropriate bo:c
<-1 Existing facil ity without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utili zation requirements.
( ) New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds , have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
Affiliation: -o • D rc. w -.J.!.
Date Work Completed:
Phone No :
Date:
The plan provides for minimum separation (buffers); adequate amount -of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates .
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No:
Date : C}-1
( ) Facilitv with exterior lots (RC)
Methods to mini mize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with techn ica l standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed :
Address (Agency): Phone No .:
Date:
D) Application and Handlin2 Equipment
, Check the Appropriate box
H' Existing or expanding facilitv with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluatea in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been establishoo; requiroo buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
() New, expanded. or existing facility without existing waste application equipment for sprav irrigation (I)
Animal waste application equipment' specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exce00 either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
() New.expanded,or existin~ facil i tv without existing waste application equipment for land spread i n~ not using sprav
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed qpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained ; calibration and adjustment guidance ar~ contained as part of the
Ian).
Name of Technical Specialist (Please Print): ..
Affiliation: Date Work Completed :
Phone No:
Date:
ement and Eme
The aste management plan for thi s facility includes a Waste Management Odor Control Checklist , an Insect Control
Checklist , a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been e valuated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Mananeement Plan and the Emer enc Action Plan are complete and can be im lemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation :
Phone No .:
Signature: Date: -1?-t:/"
F) Written Notic
Th~ foil i g signature block is only to be used for ne w or expanding swine fanns that begin cons truction after June
21, 199 If the facility was built before June21 , 19 96 , when wa<> it construc ted or last expanded . I(we)
certi fy that l(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine fann. The notice ·
was in co mplianc e with the requirements of NCGS 106-805 . A copy of the notic e and a list of the property owners
notified is attached
Name of Land Owner:
Signature: Date :
Name of Manager (if different from owner):
Signature: Date:
AWC-August 1. !997 3
.&..&A. -.c;a. LUI~cU.IUU Ul .I.II:SI.a.UaUUfi
A) Collection, Storage, Treabnent Installation
New, e xpanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance witb the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation :
Address( Agency):
Signature:
B) Land Application Site (WUP)
Check the appropriate box
Date Work Completed:
Phone No.:
Date:
(.,;{ The cropping system is in p lace on all lind as specified in the animal waste management plan.
( ) Conditional Approval : all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan bas not been established and the ovmer has committed to established the
vegetation as spec ified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
( ) Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
Affiliation :
Phone No.:
Date:
s only to be used when the box for conditional approval in ID.B above has been checked.
I (we) certify that I (we) hav e committed to establish the cropping sys tem as s pecified in my (our} waste utilization plan·, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a v erification of completion from a
Technical Specialist within 15 calendar days fo llowing the date specifed in the condition al certification. I (we) realize that
fa ilure to submit this verificati o n is a violation of the waste management plan and will subject me (us) to an enforcement a ction
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
A W C --Augus t 1, 199 7 4
L.J Kunofl Controls f"rom Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan .
For acilities without exterior lots, no certi tcation IS necessary. f. 'fi
Name of Technical Specialist (Please Print):
Affiliation:
Address( Agency):
Signature:
D) Apphcat10n and Handlmg Eauapment InstallatiOn (WUP or I)
Check the appropricue block
Date Work Completed:
Phone No.:
Date:
c/ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part .of the plan.
() Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and_ adjustment guidance have
been provided to the owners and are contained as part of the plan.
( ) Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by ' (month/day/year); there is adequate storage to
hold the waste until the equipment 'is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as art of the Jan . ' .
Name of Technical Specialist (Please Print):
Affiliation : G Date Work Completed :
Address( Agency): Phone No.:
Date: 7
only to be used when the box for conditional approval in ill D above has been checked.
I (we) certify tha I e) have committed to purchase the animal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical ~pecialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
"fi t" . . I t" f h t I d 'II b " ( ) . fi t t" f OEM ven 1ca 10n ts a VIO a ton o t e waste managemen plan an WI su ~ect me us to an en orcemen ac 10n rom
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, In sec t Control and Mortahtv Management {SD,SI,WUP.RC ori)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
mana ement system ass ecified in the Plan bas also been installed and is o erational.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency) Phone No.:
Signature: Date : -? .ql)
Please return the completed form to the Division of Water Quality at the
following address:
Department of Enviromnent, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC 27626..{)535
Please also remember to submit a copy of this fonn along with the complete Animal Waste Management Plan to the
local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management
Plan.
AWC -August), 1997 6
,<~--.. :·...,·BROW.Ni$··:
.,.:~,~[:.:. ···\'·:· .. -~-Ol'fL9A_ROL~N~-.. , :·.,:.
~. • 0 • •••
. :-~~-~-~ ~;;-:· :
DM BATTS FARMS (SHELTON BATTS)-8 (720) FINISHING
STATE ROAD #1117-DUPLIN COUNTY
-
~~ I
I
I
1.7 ~1120
2.7
. MAGNOUA
POP. 592
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~
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.. :_· ·UZZ. ·· .
. _.,'._).6 ·'
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DIRECTIONS: FROM MAGNOLIA TAKE STATE ROAD # 1003 TOWARDS
DELWAY, APPROX: 4 MILES FROM MAGNOLIA TURN RIGHT ON TO STATE ROAD
# 1117, FAru1 ENTRANCE WILL BE APPROX: 3 MILES ON THE RIGHT.
MAILING ADDRESS:
DM BATTS FAR11
359 WAYCROSS ROAD
MAGNOLIA, NC 28453
HOME TELEPHONE: [phone]
fliH.lWN 'S Ul' CA RUUN,\, IN C.
SHIPPING ADDRESS:
MR. SHELTON BATTS
STATE ROAD # 1117
MAGNOLIA, NC 28453
l iJ J E N.;T ('C JI.I.L<;(: ST IUTT • 1'.0 . I ICJ:\ -1~7 • W.\R.S,\W. l'i .C. ~:l .\1 1 i\-t ~lX7 • O I·FICE : ('ll <ol) ~<J.'-2181 • FA X : t'JI'Il ~•1J.-l72 Cl .
.... ,
~-~ W4\S~ M;.."(;..~"'l'J:' ?U..'i C3:?.~!:?::::~T::ON POR NEW 0:?. il:"!'"!IA.."lDED PEE:::JLOTS
Please =at~~ the c~latad !o:: to t~e D~vision o! ~7iro::a::al ~a~~= at
-:.=.a aC.:!=asa on the ::-ava:-aa aida o£ ~a !o=-
P& l:ia. H ~ s;~ .zr <i:)d-~ I w :f..
·t (/</')3 Phone No;; 1 u " , '"" 2 < <--" ~ y·y
..., Count:y: .. 2_'"~....,...~ ~ ,-. .-1
Fa=:::. loca:.ic:1.: Laci-cuce a.."!ci Lor.~:..-cuce:3-?lcr 57' Jfl-· IZX.'"' C:T SC·' (re<;".lirec). Also,
please a:::.ac~ a co~y of a c~~"!:.y road map with location icie~ci=ie~.
~:-;:e c f o;Jeration ( s·..;i::.e, laye=, ciai::-.r, ec.c.) : 3 2 Q 0 5:&-· T'?<. h h1 .Siu n"t
Desi~ ca;:aci::y (n~..:....-:-.=er of ar.i=.als): "i20v 5
.:;,vera~= si::e of O?era::icn· (12 me::.:.~ population avg.) : ___ .:::::5;...::Z=--C--=O-•_-=--------
Avera~e acreage ::ee-::e~ for land a;:plica::ion of wasce (acres) =---E<...::;..·....:b:..... ____ _
=======-===========~==~====:=~=~=2~=~==~~2===~=====•==~===:;:===~~======~===•a
Tac~ical S~ae~al~st Ca~i!icat~on
.;s a ::ec::..."lical spec:.al.is:. desi~a::ec by the Nor-::h Car::Jli::.a Soil and Water
Cor.se::-na::ion Corr.rnission ?Ursuar.t to ~SA NC~C 67 .0005, I ce=~~fy t~at t~e new or
ex;:~~ce~ a.."!i=al ~as~e ~a~~er.t sys-::a~ as ir-s-called fo= ~~~ =~~ n~ed above
has a..'"1. a.'"li.::lal waste :na.""la<;e::~ent: plan t!'lat rneet:s the des~;-::.. co::.s::ruc::ion,
c,:lera::ion a.r.c ma.i::.::enance sta.nca=cs ar.d specifications of t~e Di·.rision of
E:"l.viror_-::ental. Ma.'1.ar;~en-c a."l.c the USDA-Soil Conse::-.rat:ion Se:=-.rice and/or t:!'le Nor-::!'1
Carolina Soil and Water Conse=-.ration Corrmission pursuant ::o 15~ ~C~C 2~.0217 and
lS~ ~C~C 5F .0001-.0005. The followinr; e~a~ents and t~eir ===responding rnin~um
cri~ar~a-ha~ee~_ver:.::.iec by ~e or other desi~nated t~c~'"lica~ spec:.alist:s and
a=~ i::.c!.uC.eC in t.~e ~la.-'1 as a~plicable: ~i::i:n!..!...."'n sepa=at:.io~s C::t.:f:ars); liners or
e~...:ivalent fo= lar;;oc::.s or ·..-as-ca s,::ora<;e po::.cs; .,.,.aste s::orar;e ca;;::acity ; adec:;:..:at:e
~..!ar.::~!::f a.'"l.d a.':l.ou::t of la.""ld for was-ce utilization (or use of t~ir:::. pa:-::y ); access
or c-...-r:e:ship of P==;:e:-·,.;as~e a;plication e~...!iprnenc:.; sc::.~c:...:.::.a for ~i.:i~~ of
a~~l~ca~ions; a~?lica=~on =a~es; loaC~~g ~ates; ~d t~e c~~~=~l of t~e Cischa=~e
of ;:o~lutants from sto:::::wat:~r r-..:..'"lof:f events less severe t~a.-: ::::e 25-yea=, 24-hou:
5~~:::-=.
---!/ N'a::e. o!' 'l'ae!=.ica~ S;lec:!.alist ,(~eas~ P::-i :r:t): ,_""_}_ ;YJ /"?Ul ,.,~/JJt)/7
~f::iliation: ,i?rr: ,.,_,,..., r /?.£ /'d O k ~Y.Y /
"'.. (" ) ,/:-/!' /cf.·/":' '1~ .;-J~·"·[ 'C. -L N ~<'· ~., ...... :){,,., .... cc.ress .n.~.f : · "".., ~-/ffe • ' . //,~r •......-.. ,~. .::'nor:.e • o . ,~,_ "'" , ~ '-.'"'""
, ~-/.v I - . , ~J' .:J?-2
Si.<;::ac:.!re: /f. Vl'Y'v"r YU..t-=:: t:;d /.-1,.(..~d ?) -;~.::;_a-,.,·
Da-ce : / -"" , 7 -r-. (
======e~3======a==•=a:D2~~2~~2=~~===~~2~~===~=2=~~==~=:~==========~==~
: / I I
c-..r.:.e.r /:!:!a:.a~~= .A~ae::::.e::.t_
: (~e) unce rsta..""ld t~e o~eracion ar.c rna i~ten~"1Ce ~rocecu::-es es~abli s ~ed i~ the
a;:,;=ovec anirnal •..;asce znana<;a'!lent pl a n far the f~---::1 named abov e a.'"l c ·..;ill i.~;:le..'ne..'"lt
:.:::ese proca~ures. I (•.;e) k..•o·..; t::-.ac a.'"!y · additional. expar.si.on ::o t:.e exis<::.in<;
de s i~ capacity of t~e wasta trea~ent ~~ci stora<;e syscem or c o nst~c~ion of new
facili~~es .,..ill re~..:ire a new cer~ification to be sue m it~ed to t~e Division of
E::.viror_~e.r:-cal Ma.:"a~em er.t: before t~e new ar.:..-:1als are s:.ocked . I (we) also
u::.de=s <::.ar.d t!'la-c t~ere must be no discha rge of anL~l w aste fr o ~ this syste..~ to
s u rface •..;at e rs of ::he state ei:.her t~:::-;,u~h a rna.."l-mac e con·.reya.-:ce o::-t h=ough
::--..::-.off f:::orn a S'COr::l event lass sev ere Char.. t!":.e 25-yea:, 2~-h cu r s<::.o~. The
a;;::~::-ove ~ ~la.-: will =e ::ile~ at t~e f~~ a.-:d at the office of ~~e local S o il and
~·a~e= C·~:-.se=-'Ta ~:..o~ Dis~=ic~.
Na=e o!: ~::! O'Wila= <?!.~asv-~ .....
' • •I • / --•·-)
s ... r;::.at~r2: )j /I v /"..A• .. ' . ' ,"'\f\ . .,r;,.·-... "-?
.S h e_ L ~ i1 J.S~:::.CE.~· {~s:..._ ______ _
Dat a: .:J'-..--.7 9 ~ ;/¢
Na=a o! v,.-a~-=. i.= d ifferer:t f=::JJ:L ow-ner (Please print)=---------....:.--'--
S i g:1at:~:::e: • Dat:.e: ____________ _
~: A c~ar.~e in land ownership =~~i res notification or a ~e w ce=tification
(if t::!::e a ;:p::-~ved plan is c~angeC.) t:.o be submit<::.ed t::J t~e Di·.rision of.
E:1viro~-:1e~tal Mar.a<;~~e~'::. w it:.i:: 60 cay s of a title tra.'"lsfar.
DD! US:2 ONLY: ACE" .. ;# __________ _
nm:xa:r WAS~ 2fANA~ lJU-.. _.....,..._.__ ... ~ ... ,.. 4IJJfti,'Iht. .•• -......~4-.-. u Cq:I.L)•r"!!Jii:
4i'.!.aa.~te o:-t.U--:l th• ee:pletac! fo= tQ ~!:• D!."l''!.•i .. :
t:e ~d~••• o: ~e ~ave:ae •id• o! t~1a !;=:.
Na.:n~ o! £~~ Sit J7C <{;;..-tf.;~ •
A~..:-c .. -· -i'fJ .l. .!t¥-!::71~\ ..c;;;._
---w~. /JfdA;attv;;vc; JJjs-.3 ! ~-~~e ~r~· 9/o-¢)( ~ ~ 3 f(, L
_:_/__ C:>ut tlt ~ b i-·~~ loc3c;.on : !.~cir;:;dQ an: Lon~i::~ce :~ $' ~''t..:zf'£.1:~ (:-ec;uired). .,\..iso,·
?lc<>.Sr'! at.:t.ac~ "' c-:.:;.;y ct a c:::t.:nc::r ::-:::Ja<! ~~? wi ·-~·: loc~t.:..c:-: icent:ifiecL
':'"jp..: cf o;;:e=:.t:.ic.r. (.-"".J i :-:e, laye=. c~!.=-f, et.c.) .;)w;"'"
!)~!: i ~il c~;>ac i :::y ( n-:..:.7l:e:::-of a !1l.::1~l ~ l : __ --:-:..3.~M=c....v.O ___ :-----::--------------
.~v~:-•~e s:.:'? c( o;:~::"IS!:i.cr.· (12 ::t0:-:.1:;~ por.:ulat.!.OI . av;,): .;'dao .
Av~.:a~~ ac::-~;1.~c ne~d~-:! !or l~nc a?;;:lic~ti"n c:: wast:e (ac::-es) t So.w &t~dr.s S...0:.1I..
=----~~----·-··-······2·-·······~·-············--····------·-·········-····--·· Tac;;ical Speci&li~t Car~i~i=atio~ ·
A: a t:~d:~ical s:ceciall sc de~ic;nacec by th~, Nor":h Carolina Soil and Water
Conse:::-v ~:i on C~~~i~:ion pc::-suan ~ t:o 15~ NCAC 6 ? .OOOS, I ce=c~!y tha~ c~e r.e~ or
exp~nC.I!>C anin.al was c.: r.~anetg&E.er.t sysr.am att iL» :.alled fer t~e fa=. na..-nad llDove
hac an ar.!::el wac:e t:~an~gc:x:en~ pla . .'1 t~at ~oz'!t:s the design, eons;c:~uc..: ion.
n?e::-c.ci.on and ma!.nc:ene.r.cc star.ca:d!! and ~;Hci..tic.!l.t:ions ot eha Division of
Env~=~~~Qneai ~anag~e~c: ar.c the uSOA-Soil Ccns~~~at!.on Se~Jice and/or the Nort~
Ca::-:: l !.n~ 3clt .l and ~.;ac~= C~:-:.:;e::--.ra:. :.on C.::r..mis:; i.e;, ~t!:::-3uer.c to lSA NC.i\C 2H. 0217 anc
:!5,\ NC.!..C 6E' . 0001-. OOOS. '!'he !ollowir.r; e'lcmenc.s a.nC. t:.h11ir -=~r:-esponC.ir.q mi:1ir-u1n
c=i. t ·::=ia ·have bee'-ve.::-:..: ied by m~ o= oc:;.e:::-de~ i:;nac~d technical s;u~cialist:s a.nd
,;:,.=c in~lt!~c ·: .:.n t:.he ;:1lar. as app!.i cable: mi:1im~:t zc~a:::-atic:-.s (!:Juf!ars); lin~rs or
~q-..::.v01.:!.~:-:.~ f or l~;-ocn:. or ~as :;<t ~~ora~e ~ones ·..-aste sco:-~;e capacity ; acie<;-.J-=.ta
c:uar.-:i.:y and a.mour:t o: lane ior ·oo~as:;e u:.!.l!..:ac..:.c~ (or uae cf thirc par-::y); accesa
or C'w1".e:-:ohi0' of pr~per. waste applie.at:ion e· ... -..:i~r.:t!lnt.; sc:,adule for ti:ni:-.~ of ··
a;p .l ic.,r;ion:;; ap:;'ll!.c:at!.cn =~':es; loac i r.g rat~!.': a n d ~~e con:::ol of t~e discharge!··
of po12.uto.nt:s fr~m S<:Cri<.Wa.te= r .. .mof: Qver.:a le.;s savere ;:han t.~e ~5-yaa:, 2'-hou:
st.::r:':l.
:Ne=a 0~ 'l'•.:=:!.e,.l Spec!-&1 4 st (?leO!.SJ;: Print). s'l'Z,.,my £ dM~"n
A!!il.:.csd.on: &cw"f~ ~ ~r t;:t ~~·
Acd='!!9S: {Ac;~c-f): /b : CJ/~ 54£4<jd'C a f .3'/X Pho~e No . P/o -dz;3 -36@
S~;;-,at:J=S\!: ··XY'A.At<.d, ~~ · __ . Data: /2 -/f'-9~
I I ......... , " ·=D·d--···~;·-r··~-~::;;::: ••.•••.•.•.••. ~--····-···············-·
C'-o-:l6r /~a!:.age~~:=e en:
! (w~) ~ne~r~~~d the pcr~tio~ ~nd mair:ten~'-~e pro~~du=a~ establi~hed in the
a;=;:::ovec anitr.Al -.... ~..ote :n~--:asAm~nt ;:>!.a.'"l fer t i":a fa_-::: naz:'leC. abov~ and will i:r.t)lernenl:
the~a ~rocedures . I (we) ~cw that any adc~tional ~~'"lsion to t~e existL'"l~
de!' i c;n car.acity of th~ wastA t:~~t::v~nt a.'"ld &t.n;a~t! syste.'U or canst.:uc~ion of new
f~~''i •i~5 ~~11 -~~·-~~new Ce--i Fica-4 c~ ~~be ~U~m~~~eC tO t~e O'ViS~QO 0! :;:;~i;;;..:llentlli-M~~ge-;_~e~t bc=ora-~-;.""c" n:~ 'ar.i;ala a;~ ·~;ocJ<:Gd .•. ! -(we)-also
u~ce::-s~~d t~a.~ thP-re mus~ be no diachu=9e cf. ar.~~l wa~~e f=om this ayst~~ to
curface '"'~t:er:. o~ t h e s::aca eiLhe:-t~ouc;h .;~, n-.an-~de c:~r.veyanca or throuwh
n1:1of: f=om a :::t~:7.t ev~nt lass !;eve= a tl1an tha 25-yea=, 24-hou::-stor::l . The
a~~=ovP.d t)lO!.n ~ill be filed a: the Ea~ and Qt the o!~icc of t~e local Soil ~'"ld
~~te~ ConSQr~~cion Disc.=ict.
~a.:. Cl! t..ae~ Ow'::•:.-(~!.ease P=~ nt): Por/ ·.s ft.#s Si .;::~t:.:r~: ~ 'fl( &:iJi: 'Cata : . /.2 -19-?fl..
Nc::e o! l:!c:a~er, if C.i!fe::-llnt: f=oo own~= (P_Qa!:e p::-int) '--------------
Zi.cnatu:-9: • Dat1!1: _________ ~-
!io~~.J:t~ ~ e~a n ga ir. land o...,-nershi~ re't"..!i:es r:c :.i eic~tion or a new cercification
( i!: tr.c a;::;?:-c v ~d ph .. ~ i.r: cl:a.n;ed) to be sub::-~i-:t~d t:o t~e Division of
:S~·"i=or.r::ental Har.ac;em~nt:. withir. 60 cay;;; o~ a t:i.r.le t-:-a.--:s !c:-.
DQ.~ USE 01'-iLY :.:\C~...i'# _________ _
<.:...:..: -·
• t
;.._'>~ r.?..s~ ~~~-~ ?!.,;\,..'{ cn~IO.':=Oll FOR h~ oa m~~Z::l F~'!S
?.!.a.11.sa =at-::_-::. ~· c=;~~atad ~o=. to t!:.• tliv'!.•!.o~ o~ ~r-===a::.:a~ "-'a-a~;a::.a::.t at
~~~~ aC.caaa c::::. :1:.• =•va=aa a!.da o~ t:.ia !o=-
Name of fa.....~ !Please :;l=int): ? ;J-f...oL/IJ.
AC.::.=ess: ·· --1------'J-3 Phone No. : -'f"t'
COU-~ty:~~r.s~·c~~~------~--------~--­
Fa_-::1 locacicn: La:icu~e a...oo:.:::. Lonlj;itu~e:!§ .£1' JL'' IZ 0: ~ (r~.!ired). Also,
please a~~ac~ a c~~y of a cou_oo:.cy road map wi~~ location iden:ified.
'l'.:;:e of operation (s~ine~ layer I Cai._'""Y 1 etc.) ::-=--::£-S~w~~;.;;f.J..::ii:"~=----------------­
Des i~ capacity (nt-....,er of ar.; .... a ls) =----~"""',;O...._,,t::__..LJM;..;;.:.:'I.:;;..;..""''Ai~~:-:-::----:::=----:---:"7""-----
Ave~a~e size of cpe~at~on· (12 :en~~ popula.cic~ a~.): ~
A·.re=a~e ac:rea~e needed for la::.C. application of was:e ~tiN..)
==~==•===•=a=~~~a~a-~a=~~=-•~•=a•••aas••~•=2~s:aa2ms===~~--~•a=•~DQ~~~-m•~~~--
Tac~Ca~ S~ac!.al!.ae C~i~ication
As a tec:!:" ..... "'lica.l s;:ecia.lisc desi~at:ed by the No=t..~ Ca:oli..~ Soil and Water
Cons e=-.~ation Cozm:tiss ion pursuant to lSA NC\C 6F • OOOS, I c:er::!.fy t:!'"..a.t t!le new or
eJQa..oo:.~e~ a:.imal was::e m.a...oo:.a~e!:lent. system as installed for t:"le fa-.--::1 nat:1eC. above
has a.l"l a.nil:la..l was::e l:la.l"'.a~ecent plan that: meets t~e desi!;:l~ c:::r.s:=-uc::icn.
C!;'eration and mair.t~a.'lc:e standa:ds and specifications o:t t.he uivision of
E.."'lviro.-..::J.ental ~..ana.qe:ne.'"lt a..""l.d the USDA-Soil Coi"'.ser-.ra t.ion Ser"".ric:e and/ or the North
Ca=oli:ia Soil. ·a."ld Water C::r:ser-.ration Cot=1ission pu=sua..."'lt to lSA NC:..C: 2::::. 02!. 7 and~
15~ N~.c 6F .0001-.0005. T~e followinq e1~ents a...~ci their c::rrespcncinq mi~~~
cri~e=ia-ha~e~~~ve~ified by me or other designated tec:!:"M"'lical specialists and
are inc!.uced in the pla...• as a;:plicable: mini.-::.uzn se;:arat:ions (buffe=s} ; liners o~
e~~ivalent fa= la~ocns or was::e s::ora~e ponds; waste storaqe capacity; aC.equat:e
~..!antity ar..d a=c:.!.."'lt of la..."'l::! for W'a$:e ucilization (or use of thi=d par~) ; access o= o·--::ership of prc:;;::er waste a;:plic:aticn e~..1ipment; sc:hecule fo= t:L""''i.r.q of
a:;;::plic:a::ici"'~; a:;;::plicacion =ates; loaci;nq rates; and the c::r.t=ol of the C.is~~arqe
of pollt.4tan~s fro:=~ s::o=::;,.;ate= r"..l."'loff ever.::s less severe tha...'"l t~e 25-yea.:~ 24-hcur
stc::::1.
B'a:a Q~ Jimmy R. Vinson ·
AC.d=ess Phone No. OlQ_Jq3-~3~6~0~0~---
Si~at:.:= · .Y ~ .j".11:!'r-Date: J-?~(.
===~~===~~~ =• ~ ~~~~~--~•3••=~=••~~~~ds~~-32:22a==••a::a~=~~s=~s~a•
~--•=r.:!a:::. -!if=.
I (we) u.~ :~~d the operation ar.d ma.L~tena.~c:e pr~c:ec~res escablished in the
approved ~'"li:al '.Jas~e m.anas;E!!:le.~t plan for the fa..---::1 na."'::ed above and will i.I::ple..-ne:1t
these ~rocedures. I (~e) ~~o~ ~~at ~~Y adcitiona.l ~ar..sion to the existing
design capacity of the waste treat::nent a!'l.C stora~e syst:e!ll or cor..st=-..lc~ion of n$1
facilities will re~ire a new c:e~ifica~ion to be s~~it:~ed to the Division of
r:.nviror.=~e."':.tal Ma:.age.':le.'"lt befo:re the new a."'li=la.ls are stockee. I (we} also
understand that there =.ust be no disc:ha:r~e of ~~~~1 waste fr::m this system to
surface waters of the state either throu~h a ~~-=~de c~r.vey~?lce or thrcu~h
=-~~off free a sco~ event less severe than the 25-vea=~ 2'-hour st:o~-The
app=~vee plan ·..rill be filed at the fa.r.:l a."':.d. at t."'"e of-fice of the local Soil and
Water Cor~ervation Distric:.
N~• c~ T"..a_::.d ~'T (Please ?=i::.t:) : ~~?)eq ~~ft:
S i~:::at-=e·: ~ ~d --Date: S-:7-,Cc;P
s~-e~ v,-a~-=1 !"! ciiffere."':.t fro::l. o-...-:le!:' {?lease print}: Q /2-c ~
s~~:::at:!re: Q,&-r d.--A · · Date: 7~ 7--?6
~= A c~a."':.~e i~ l~~ership =e~~i=es nctificacion or a new cer~ification
(i:: the a:;;::p=oved plan is cha.r.:;;ed) to be S'l..:..-"-wi'=:e~ to the Division of
E."':.vi::-c::-..::le.ntal Ma."':.ag"e!:le."':.':. wit!'lin 60 days of a ~itle tra..."':.sfe_r.
D~ US~ ONLY: ;.QE",.;~'----------
..
"~ ..
;;:
:;:
..
A!.~ ;.,'AS':';! ~"'C..G~-' PI.;\..'l CZ¥-~~za-==oN P'OR la~ OZ... ~A!.'"::::E::J P'"'"'" ·LO'::S
?~aasa :-at~-:: ~a C=;l~atad :!o= t::;~ ~. P:!.vi•:!.o:::. o:!! E:::.v-1-===-=.:a.~ v,-a!:'a=.a:::.: at
:=.a &C.:!=alll& c::t t=.a ::-ava:-JJa a:!.C.a o!: t!:-.:!...11 fc=-
Nc:_-::.e of fa..~ C?lease pri::.~) : lJl1 &rfs #"$"' t]).-(p lJ'). _
;,.c.=-=ess: . 3~ ~~~~~----=------=---~~~-
1 /.z;bl.ki./A)J[fi/1-..-3 ' Phone N2. : · ?~~ ~ 2r'1-3¥~4
-------------------------------------------~·COU.,~:~~C~H~----------------------------
Fa..-::1 loca::.io::.: La::.it:uC:.e and Lon~i~uc:ie:Jt• s:J' ~~ JtJ:! £1: ~ (req-...tireC.). Also,
~lease a::ac~ a c=~Y of a cou.~t:y road map wi::.h loca::.ion iden:ified.
~.:?~ of C;le=acion (s-...rine. layer. dai=Y. et:.c.): $t£i!VIf: .
Des!.~ capaci:y (nt--:....er of a..-irnals) : -'/diJI Fp.J/.SH7.tJ~ _;ve:::-a~e size of cpera::.i:cr." (12 :::c::.~h popula::.ion aVS".): .f4?P F1AI/.5.HtAI~. .
A-..re=a;-e ac=ea;-e needed. for lanC. at;:~plic.a.tion of 'IJa..S'Ce (acres) : 2:!>" ~ lrp-rnt.... Ol'!l!A7J~)
•=ac===3••=~===2=~-~~a~~=~z•m••~••••••••2•g•aa:s~-~~~=a~•~-m~D=~~q~-~~-•~s•=m•
'::ac~ca~ Spac:!.a~:!.•t C~:!.~:!.cat:!.o~
)..s a ::.ec!'l..-.ical specia.lis:: desi~a~ed by t..""le North Ca.=olina Soil and Water
C::lnse--v:,ation Cot:=lission :;lU:SUa.J:.C Co l.S;.. NCl..C or . 0005. I cercify that t:!:l.e new or
~a.~C.ed a.-i~l was~e mana;-~~~::. sys~~ as ins::.alled fo~ ~~e fa_~ naced above
1::!-s a."'l ar..i:::.al w-ast:e management plan tha::. meets the desi;-n. c::ns::.=uc::icn.
operation a.~C. ma.i::.t.e..."'lance s~a."'l.c:!a=ds and specific:::a:ions o£ the Division of
E:..."'lvi=or:::~~"l::.al ~.ar..at;em.e..."J.t a.."'ld the US'Ll~-Soil Conser.ra.tion Ser.rice and/or t!:e North
Carolina Soil ·a.."lc:! Wat:.er Cor-..serva.tion C:::c::tission pursua."lt: ::o lSA Nc::..c· 2!::00217 and
lSA NC~C 5F .0001-.0005. T!:e follc~i::.; e~eme::.<cs a.."ld ~~ei~ c:::rrespondi::.q rnL"'lizum
criteria-ha~eer~verified by me or ocher designated tec~-•ical specialists a.."ld
a=e i::.:::luded. i::. t~e pla.."'l as applicable: minin~ separations (buffers): liners or
e~~ivalent fer lat;oons or wasce scora;-e ponC.s; waste storat;e ca~acity; adequate
c;-~=-~~i ::y a::.C. a:=c~-:::. of la::.C. =o= .,...asce u::ilizac:ior. (or use of ::.!:.ir::! pa=-=y); ac:::ess
or c.,_7.ership of proper was:e application e<illi?::le..."l::.; sc~~ule fo= ti=li::.g of
appli:::a~ior-..s; ap?lication rates; load~"'lt; rates; anc·t~e control of ~he d.is~a_-ge
of pollutancs fr:::c sto:==_.ater r..L."'lotf eve....~ts less seve:::-e ::.han ~~e 25-yea=. 2~-hour
s~o=.
N~ o~ Jimmy R. Vi.n5on ·
Address Phone No. 910-2q3~~3~6~0u0._ __ __.
Sic;r:at--=~/1J1?1';(j/f/~ Date: ;;f-2ft
mx~•~•~g••=~~-~s~~~~-~2am•=•m•==a~a=~z::R~~~~2•••
U..'"ld.~:::-;t"tanC. tl!e operacion and maL"'ltena.."'lce proceeu.res es~ablishee in t..~e
a;;::.proveC. ~al was~e J:~a..I:a;-em.e.."lC plan fo:::-~he fa_-::n na.'Ued above a.."ld will i=:;;:~le.tnent
these ;:rocedu=es. I (we} k.'-OW· that a.~y additional expar.si.on to t!le existing
desi~ capacity· of ~'-le waste treat:nen~ a..'ld st:ora;-e system or cor.struc-::ion of new
facilities will :::-~i=e a new ce=-::ifica=ior. to be submit:ed to the Division of
:::::.viror:.:ent:.al M~at;e.":le.."'lt before the new a."li::la.ls a:::-e s::.ocked. I (we) also
u~de=s::.and <chat: t!lere ~s'C be no disc~ar~e of an~~l waste from t~is ~:stem to
s~rface wate:::-s of t:.he s::.ace eit:.!le:::-throut;h a ma."l-made cor.-..rey~"l.ce or through
~~of= from a s<co~ event less severe ~ha.."'l the 25-year, 24-hou:::-s::.or.=. The
a';)prove-=. pla.."l will be filed at: ~he fa_-=t a.."l.d at t:...'le office of the local Soil and
Water Conserva::.ion Dis::.rict.
"=• o< b'"'-~as~ Print)' .::fiiter:mt,} .&tzP .
Si.t;nat:=e·: &~ .. Date: _:?....-7-;?'b ..... .,
N"a:.a o~ vzs-:a.-a:::, ~ diffe=~~ f=-::::1
Sit;~at:~e.= 0 §?' ~4 · • Date: , .. r'"'-·· ... c'-a:.--!-1~-..= ---~.: -er-·~-~-i-F".-~-..; .,... ---.;r~c ~.;on
o\.rne:=-(Please print} : ,;;J,/21 '~.zff=
3-7-?6
~-~ •• -~e ---_...._ __ ow •. e_s •• -;J _ ~---es •. o ____ ._,_..__on o_ a new C=-----a ... _
::.:: t!'le a;:pro-..red pla.'-is c!:ar.;-ed) -co be s~'-:=i.t:-=eC. to the Div-ision of
:::.::viror..:::er:.::.al Ma..-:at;e=.e..."l.C wit::i= 60 days of a title tra.."'lsfe.=. D:::!-! US:E: ONLY:AO:.:...i# ___________ _
~
I
NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Production· Unit:
No. of Animal Units:
Type of Waste Facility:
Temporary Storage Period:
Animal Unit Equiv. Live Wt:
Lbs/Animal Unit /Year:
Lbs of Plant Avail. N:
Shelton Batts
DM Batts I, 11, Ill, IV
Sampson
Finishing
18560
Anaerobic Lagoon
180 days
135
-2.3
42688
This waste utilization plan is based Or) the following fields, soil types, and crops. If this
information should change, please contact the Soil Conservation Service or Brown's of
Carolina , Inc. so that a new plan can be written .
8577 1 AuB c
8577 UN2 BoB c
8577 UN3 AuB c
8578 1 WaS 0
-----------------
A. Barley (1.6 lb N/bu)
B. Bermuda Grazed (50 lbs N/ton)
C. Bermuda Hay (50 lbs N/ton)
D. Com Grain (1.25 lbs N/bu)
E. Com Silage (12 lbs N/ton)
F. Cotton (0.12 lbs N/lbs lint)
G. Fescue Grazed (50 lbs N/ton)
--~-----· ·-·--·-····-·
Yield/Ac lbs N/unit· Acres i lbs N -~~quired I
5.5
4.5
5.5
75
50 45.00
50 25.00
50 105.00
1.25 50.00
Total 225
Available N
*Difference
12375
5625
28875
4687.5
51562.5
42688
-8874.5
I. Oats ( 1. 3 lbs N/bu)
J. Rye (2.4 lbs N/bu)
Mar-Oct
Mar-Oct
Mar-Oct
Mar-July
K. Sm. Grain Grazed (1 00 lbs N/ac)
L. Sm. Grain Hay (133 lbs N/ac)
M. Grain Sorghum (2.5 lbs N/cwt)
N. Wheat (2.4 lbs N/bu)
H. Fescue Hay (50 lbs N/ton)
* A negative number reflects the total number of lbs of additional N needed to achieve
yields on acreage shown in chart. A positive number means addi t ional land is required
to utilize the N produced by the animals.
This nutrient management plan has been specifically developed for this swine operation.
The plan is based on the soil types, crops to be grown, and method of applicdation for
this particular operation. The waste 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 ammount of commercial fertilizer required for the crops 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 and annual soil tests are
encouraged so that all plant nutrients can be balanced for realistic yi e lds of the crop to
be grown.
Several factors are important in implementing this nutrient management plan in order to
maximize the fertilizer value of the waste and to ensure that it is appli ed in an environment-
ally safe manner. Always apply waste based on the needs of t he crop to be grown and the
nutrient content of the waste. Do not apply more nitrogen than t h e 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 five tons per acre per year. Do not
apply waste on saturated soils or on to land when the surface is frozen. Ei t her 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 was t e should
be applied to a growing crop or not more than 30 days prior to planting. Soil incorporation
of waste 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. Annual acreage requirements may be more or less depending upon the.
waste analysis report for your waste management facility.
Additional Comments:
J;&.._.,_ ''1-tu.......J-rk-<-li?~~<-r/1 .f5'7i' .-wCL.4L · £;_~ ~
JwtL ,«v fw_. ,Js'' _(~ do~ j-JcL.v ~~L k
'-/'-<lA>-.ky_dwid. J(u_,,i /t.u.uL ~ ~ P d___.&pJ
'-h-t _/~~ -& ~L _j':t ~"J'~-
Date: /-:Z )-76
I understand that I must own or have access to equipment , primarily irrigati on equipment,
to land apply the animal waste described in this nutrient management plan. This
equipment must be available at the appropriate pumping time such th at no d ischarge
occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste
will be applied on the land according to this plan at the appropria t e times and at rates
which produce no runoff.
\ £! /27 J~ _ .... Da t e :./-~75-76
Produce r
oate:L--~S--7,?
Scale ·1:24000
·sAMPSON COUNTY, NORTH CAROLINA NO. 14
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5000 lOCOO Feet
l 2 J Kilometers Scale · l: 24 000
'SON COUNTY. NORIH CAROLINA NO. 1<! --
. . .. ~.· -, . . ·. \. ·, ·-~>:...! .... '·l t' ·~\ . '· . ·'t ·t;'~ \. ..,
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!'t~CS \VASTE UTILIZATION
PLA.N SPECIFICATIONS
I. Anl.r:::la! waste shall not re:tcb surface wata-s of the state by Nl"lofr·. drift. m:uuuad~ conv~y<l!lc~s. di:ect application, or
direct dis.:harge d~.ng operation or land application. Any disc h:J.r ~e tlfwasrc: which reaches surf~ce water is
prohibited
2. Tnere must b.: Cocume:J.ta ti oo in the design folder that the prcduc~:r c:ith~r 0\\11.S or has a not:uizd agreement for use
of adequate la.ad oc. which to properly apply the waste. If the produc::r doc:s nO[ om1 adequate land to properly
dispose of was-..e. he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allo...,"ing him/her the use of the land for waste application. It is the responsibility of the o~ner of the
facility to secure an update of the Wast¢ Utilization Plan whc:n thc:re i$ a ch:mgc: in the opc:raicon , increase in the
nl!Illber of aoicals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogc:nn¢:Js for n~alistic crop yields based oc. soil type,
available moisru.re, historical data. climate conditions, and kvd of tllnnag~ment. unk:ss there: are regulations that
rest.-ict the rate of application for other nutrients. Actual yidd.s may be u.-;c:J in lic:u of r~alistic·yi c:ld tabks at the
disc:-etioa of th<! p lanne:r.
4. A..-lli-nal waste shall be applied on l,an_d eroding less than 5 tons p~r 01cr;: per y.:nr. Waste r.1ay b~ applied to land that
is e;ocing at more than S tons but lc:Ss than I 0 tons per acn:a per yc:ar prrl\·iJing gra::;,; tiller strips are installed where
runoff leaves the fidd. (S~ FOTG Standard 393-Fi!t:::-Suip~)
S. Odors can be redu~d by injecting the waste or disking n.i1::r \va ,;r c :tpp!ic:Hi t•tJ. \'V':t!it:: should not be: appli<!d whe:1
there is dang~ of d.-ift from t~e irrigation field.
6 . \libe:1 animal waste is to b<! applied on acres subj ec~ to flooding. it will be: soil incorporntc:d on conventionally tilled
croplar.d. W'he:1 applied to conser.·ation tilled c;ops or grassl:mJ. tht: wast:: may he broadcast provided t..!:e
appli cation d<Xs not oc:::ure during a ~ason prone to flooding.. (~c:c "\\ti1c:ath.:r am! Climat e in Noru~ Carolina" for
guid.ar;c::.)
i . Liquid waste sha!! be applied at rates not to exceed the soil in.t!it r:lt iun rare: st!ch rhnt ru nctf does cot occure off-site
or to surf~ wa t~ and in a met..~od which da.:s not cause Jritt ii·"m th..: ;-;ir..: Juring applic::;.rion . 1-io pending: should
occur i....""l order to cont:-o! odor and !lies.
8 . .A...ni.-na! was:e shall not b~ applied to saturated soils, during roiaf:.dl c:\·:::x:t~. or wh~:t :h.: ;-;urf~c:: is frozen.
9. Animal waste should be applied on actively growing clops in such a m::u-:..n ::r that th~ crop is not covered wiL~ waste
to CC?th that would prohibit gro\.lo~.h. The pote:-~tial for solt <.!Jt:la~<.: frPill anixnal \\":tsr.: shuuh.l :~lso b.: considered.
10. Waste nutrients shall not be applied in fall or winter for spring plonrd crup;o; on ;-;oils with a high pct:!nti:J.! for
leac:S1g. Wast:: nut.-ie:1t loading rates on these: soiLs should be hc:IJ 11.1 a minimum and a suitJbk wint::r cover crop
plan•~ to tah up rele:l.Sed nutrients . Was:.e shall r.o:. be applid 111 11r~ th;nl ~0 J:l_\.' pri(lr to pbnting of a crop or
forages bre£1g dorm~cy.
I!. Any r.ev..: sv•ine facility sited on or after October l. 1995 shnl! cPmpiy with :h.: ti.1l!uwing: T he: ou~:::-perimec_er of
the la.-:d area on:.o which waste is applied from a !:~goon that i!i a Clltllpu n.:t llf n swine f~'111 shall be at le_ast :JO feet
fror.1 a:1y residc:::tial proper.;.-bour.c .. :uy and fro m :1ny pc:r.:nni;!l !itr<!:un or ri\·c:r uthe:· thJn 01!1 irription d ttch or_
canal. AI'..i.-nal···•~te ot..,.c:r th:m sv.ir.e waste from f:~ciliti.:!i site<.! <llllll" 01tkr (ktubc:r I. 1995. sh.:lll nor be applted
close:-t!::m 25 fe~: to surface water. Tnis distanc~ mJy h.: r::Ju~.:::J tl.n· w :~t.::·;o; that ur.: n<•t pc::·.::m i.:ll p rovi ded
a.C~::j\.:.Jte veg~t.:ltive filter strips are present (Sc::: St:J.ndJn.l :l'J:; • f-ilt..:r Stri p:<).
Fl11~h Guth:r:;
l.:q;nu us :u11l l'ils
-I:Hc:.~i\'~ Vct;ctalivt:
( illl\l'lh
,,
i\Iortalitv I\Ianagcmcnt i'dcthods .
(check which Ji1cthoc.l(s) arc bcin~ impleme nte d)
0 Buria l three fc::t bcncJth the surface of the <:!round within '2-l hours after knowlcd~c of tile death. The burial must be at l~ast 300 feet irom anv nowin !!
stream o; public body of water. · . -
j. Rt:ndc:ing at a rc:-~dcring plant licensed undc:-G .S. I 06-1 63.7
0 Complete i.ncine:-ation
0 In the case of dcld poultry only, piacing in a disposal pit of J size and · design
approved by the Department o~ Agriculture
0 Any method which in the proicssional opinion of the State Vc~erinarian would
make possible the salvage of ·part of a dead :mimal's value \Vithout endangering
human or animal health. (Wrincn approval of the State Vetc:inarian must be
attached)
insect Control Chccldist for Anftnal Operations
• 1\t:~UIIIIIIaliuu uf sui ills 0 Flush system is ucsi~111:ll t~ml upcrat.:.t
:;uflicicully lo remove act:tlllllllalcd :;u lid:; fnun
~uucrs as designed.
• Cruslcll Sulitls
• Dt:~:uyint.; vc~cl<~ti u n
0 Hcmov~: bridt;iut; of accuuudalcd sulids ill
dis ~h:~r ~,;c
Mllintuin lllgoons, :;ell l i n~ basins :u11l pils when.:
pc sl brccllint.; is ii JlJlilrcnllo minim i'l.c the
crus lint.: or ~nlids lo illh:plh or 110 wore lhilll 6-
U iuchcs over mun: lhiln J O'Y~ or surf;1cc.
Maintain VCt;Ciillivc conlrul ainu~,; b:tllks ur
Ja~nou~ illlll ulhcr impmuulmcnls lo prcvcul
accuuudatiouuf dct:ayint vct.;clal ivc 1110111cr
alonG walcr':.; cciL;C llll ilnpmuulmcnl's pcrimclcr.
Swine Fann Waste Mana{Jcn1cnt Odor Control Chccldisl
~---~!-i-.,-,11-....... ~-c-~~-..... ~ ..... -.... -·• ..... -·r:;;,~·;--· .......... · · ·=-·-· ·-··~---~~~-if·~I~;"~Ti;~i~;;;u.:.:..;;:. . .:..f:..:>;..:..:'i';..:..:~;_:= _-_· ._ .. _ .. _-_ .. ..,..· ._ ... _ .. _·_·_·· ___ · _..,_._,_._.~_,;·i_,·_~·-~;~~~irki~~i;.~~ ·· .. · ...... ""'"
-F-.11-11-\:0_h:_'i-lll • !;wine JIIIIIIUcliun ~ Vc~clillivc or wumbl uufl'cl:i;
H cconullcndctl hcsl lllillliiGt:lln:nl pra cl icc:;;
Good jullclllcut ami r.nm1nou sc11 sc
--~--~~--~------~~----------~--~~----~~~)-,·-y-JI~cJ-0~1."~-------------------------------------------------------Auilllid lw.ly :an races • Dirly lll il llllrc·COVCrcll animals lA .. __ , ·-----------:-Fiuur :.111 J';n:c:; • Wtl lllillllllc ·cuvcn:clllums
hl.mu.-.: cnlkclillnpils •
•
buluur SUI f;u:cs •
llriuc;
l'.uliallllicmhial dccolllposiliun
Vnlatilc ~~~~cs;
Dusl
Dusl
A~ilillion ufrccyclclllir~JCIUII
liltuid wllih: lank:; an: lillint;
Sluuccl lluurs;
\Valcrcr:; lroc all:clovcr slullctl floor~;
[J Fccclcrs ill hi~h cntlufsuliclllucus;
Cl Snilpc lll ill lllrc huihlup fru111 llums;
0 Unth:rlloor vculilal ion fur dr)'i111~
0
0
FfctJIICIIllllillliii 'C n:IIIOVill h)' Jlush, piiiCdliii'[~C ,
ur scrape;
Lhulcr llnor vcnl i ial ion j1 ___ F_a_n_t_u_a-in~le-.l-1i-lll_c_c_; ________________________________________________________ ___
aY Eflil:icnl ai r lllllVCHlCIII
~ \Vaslulnwn hclwccn ~roup:; nr' ;ut i1uals;
fJ Feed achlilivcs;
:a: Feeder cnvcrs;
rJ Feed tldivcry tluwnspmll cxlcndcrs 111 feeder
t:o vc_:.:r::..; -------------------------------------------------
0 Flush lmt'-cuvcrs;
0 Exlcncllillliuc:; 111 ncar hullotu of' laub with
---· -------------:=--:---,-":""-----------illlli·:ii!'holl YCIIIS
Flmh allo;rs • Al:it;oliunllurin~,; waslcwalcr [I Uuch:r/lunr flusl1 w i th uudctl l nor vculilalinn
I:IIIIVC)'iliii:C
• A t~ilill iun or n:cyclctlliiiJIIIIII
li•tllitl wh ilc pils arc lillirtt:
l.fii~i;~li;~;~-·------.--A 1~ili1~o111 dmiu~J ~11111p lank
lilli111~ ill\11 drii\YIIIIWII
ur j11111:1iun hu~o;-:s CUll vcy;nu:c
A 1\ I CJC: -Huvc111hcr II, IIJ%, l'a~c J
·----------·---------"-----------n Exlcull n:chaq~c liut:s lu1u:ar hnllollll ul' pits
Wilh illll i-siph1111 VCIIIS
(] !)IIIIIJIIilllk t:ll\'CfS
0 IJUX I:IIVCI'S
----S ..... I_II._II .... t..._c ......... ""' .............. ....._....__ .... _.,._.... __ .~C:'';;'"';,""';""~,..,~ .. ~~-.. --... -..... .,..., .... ,.__.._. ____ IJ~·l'i~.~-;; ~i'i:;i;;;;;7(};'j-:;""'a..=:.==-~~-.._,_'""""'.....,... ~';'ii::S~~~~~~; ;.;;;i·;~ ;.:~-.. , ,.. ... . .. •
End ul'clr :s inpip.:s ttl At ;il:slinnclurint! w:sslcwalcr 0 Exlcllll cl iscl s:lrJ:c point ofp ipc !i un •k rncalh
l:•,;oun wnvcyancc la~nun li1psid level
l.itt;nun smlitccs • Volatile ~;as c1nis si ons; Pmps:r la~;o n11 lictuitl capacity;
• lliuln ~icalmi:duu: Cnrrccthi~IIOII sli lllllp pr~u:cdttn:~;
• At;ililliun Minimum surface ;u·ca-ln-volu.mc ralin ;
lu it.:aliull spc iul kr
llllllk~
~;1111 :q;.; 1;111!; or l•ot~in
:.m t'a~c
•
I ii~h l'rcmnc a~ ita! ion;
Wincl drin
• l'illlial 111i..:cuhial d~cumpusiliun ;
• Mix in~; while lillin~;;
• At;ilalion when cmpty int;
• l'attialuti.:ruhiilltlccompusitiuu ;
• Mi);int; wlcilc lillint:;
• At.:ilalinn wiH:u :cmplying
1..-lallul·c, slmr)' Ill' ~hult;t: • At;ilatinn wlccn sptcadi_nt.::
I 1111:uvcrc;i JJiill-;;lfl:,
~luny or s hult.:c 1111 lidd
~llti ;IC~:;
• Volalih: t;as ~missinns whil~
II ryi nt;
Minimum a cit al inn whcn _ptu n pin,;;
0 Mech ani cal :u:raliun ;
n l'rnvcu hiulut:ical mldiliv cs
llrit;alc onc!ry clays wi~h lillie or 1111 wind;
Mininunu rcco nunclult:al opnalint: JHCS ~III c:;
Pump inlilkc ncar htt;nnn lir111i cl surfac e;
C:J P1111111 fm111 scc onll-1:1agc lilt:oon
r.J llnllmn ur mid level lu:uliu1 ~:
[I Tan~ cnvcrs;
0 Basin surface mals nf sulills;
0 Proven hiolo~i c al ;uhliliv cs or nxicl illtls
[I Exlctul tlraiu pi pc uullcls un ,lcmc;t lh li quid
level;
0 .llcuwvc sclllcd solids rct.:ttl;uly
CJ: Soil injcclinu ol' s ltur y /~ltu l~;cs;
0 Wash .r c.sid ual 11\illl\lfC from .S(I ll:illkl' ancr me;
[1 l'ruv~u hiulnl:i calmltlil i vt:s or mdd;ttiiS
0 !lui I injccliun ur sltn l'}'h;lcnlt;cs
0 ~uil incorpnra liun wi lhiu •I ll hrs.;
[I !;pu:acl inlhinunifnnu lay er:; fur rapid •lryin~;
(J Proven lliulut.:il:al :uldir iv es or m: idanls
--------------------------------~-----------r.~------------------------------------------------------------------1 h::u l iuticn:cb • C:m:ilSS tkcuUtJHl Sitinn l'mp~r di spnsi l ionol' t:an:asscs
-lkatl i llli ll c;J:Ii ~p;.:.a l Cau:ass tkwmpusiliun [I Clllnplcl c CIIVl:rillt or t:an:a~:;•:s in lull ial p it::;
pi I~ 0 l'rupcr lo cal ion/cun sl nu:linn or di :;po :;ill pits
• lnwntplclc Wlllltuslinu (I !;c ~:und:u·}' sl;u:k lt~u u ~:r s
At-.·IOC-l'luvcmh.;r II, IIJ%, l'at;c •I
1 '"j'' I t:te • •""C'ft =-==• •=•--=-= ••=-een• ===--UMl 1s In Minimi·1.e Odnr -==,,.,--= .. u·-='"-.. =·;:;T,-;;.;l;;;:iri~ ,;;:;cti;'~'""'-='"~=-Suun:c Cuusc -----
..
Siillhling Willer OU'UUIIII
liu:ilil ic~
~l;murc Ira,~~:.! uuto
pni,Jh: wads f1 clln farm
ilt:Ccss ·
• Improper tJrilillil!;C;
• Mi~:rulli;d dcculllJHls ition of
ort;nnic mllller
• Poorly maintained access roads
, , , e•t•, -~•=,== t••nee=,.·•-==*-
A•hlitionill lnformalion :
Swine 1\·limun: Manaccment ; 0200 llnlclllMP Packet
Gradc und l;uulscapc such thai waiCI' tln1ins
away from li•cililics
Fanu ucccss road mainlemmcc
Swine Jlrmhu:tiun Fann l'utcnlial OLlar Sources allllllcmc!Jies; EBAE Fact Sheet
Swint: l'rutlnctiun Filcilily Manure Munagcmcnt: l'illteciJilrcc-Lacoon Tn:almcnt; EOAE 128-811
Swi111: Jlwclucliun Facility Manure Milllil(;Cillcnl: Umlcrlloor Flush -l.acuon Trcahncnt ; EOA H 129-Uil
l.at:unn Design anti Manaccmc111 for Livestock Manure Treatment and Slorilt:e ; EBAH IOJ-I!J
Calihratiun of Manure and Waslewalcr Application E<lllipmcnl ; EBAE Facl !>heel
Cunlrullint: Odurs from Swine Unil!Jint:s ; 1'111~33
Environmental Assunmcc Pro~.:ram ; Nl'I'C Manual
Optiuns fur 1\·lanagint: Odur ; a rcp011 from lhc Swine Otlor Task Force
Nuisance Cuuccrus in Anim&al· Manure Manat;cmcnl : 01lors and Flies ; PllO I 07, 19 1)5 Conference Prucccding!i
.• .
---=--n•·==-·== t-
A vai lah lc From :
NCSI J, C!llllll y b lcu~i~m Ccnlcr
NC~IJ -JIAE
NC~IJ-llAE
NCSI I -IIAE
NCS\1-IIAE
NCSIJ-111\E
NC!:ill -!:iwiuc E>:1cnsim1
NC l'urk l'nulucers A ssnc
NCSU A gri Cnnlllllln ical in ns
Florida l'nnpcralivc Exh.:usinn
. '
-·----~·. . --··-·--.. ·.: . ·--·-·--·---~~ "'"" .. ..:-·-·-·---~~~ . . _,.·,:~,·:~~_:.:.:-. ·. ·.:·: :..:·. . .• .. ""·-7.-=._·-:~ ..
.......... ::O:.:-i·~·-._: • . . ·-··-. : .·.·-:
. ~FREEBOARD + ?5YR/24HR STORM
' MAXIMUM LI()U !C-' LEVt_L
MCH-··i T~ -:-;:-: .l ::I .. ::.· i\ D y
I "-. ··,-i ~ ' .. ; ·,. -~ s '\
' MINIMUM LICH.J iC; L~Vc.L
c:ERMANENT
,-
:·
ElY.IERGENCY ACTION PLAN
PHONE ~UMBERS
D\VQ '1ro-3~5-35oo
BfERGEN'CY lvfA . .!.'l'AGENfENT SYSTEM 911
S\VCD 9ro -~~-;)../;;J
'NRCS Cfro -:)....'111-~1-;>..l
.• -'This pl2.I1 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 aU emplovm at the
factlity Tne following are some action items you should take.
1. Stop the re!ease of wastes. Depending on the siruatio n. this may or may not be possible.
Suggested responses to SOrife possib le problems are listed below.
A Lagoon overflow-possible soluti ons are:
a.. Add soil to berm to incre~e e levati on of dam .
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon ir.trned iately.
d. Call a pumping contractor.
e. Make sure no S'-lrface water is entering lagoo n.
B. Runofffrom was:e application field-act ions inclu de :
a. Ir..mediate!y s-;:op waste application.
b . Creat e a temporary di version to contain was t e.
c. Incorporate waste to reduce runoff.
d . Evaluate and eliminat e the reason(s) that caused th e runoff
e. Eval~te the application rates for the fields whe r e ru noff occu rred.
C. Le:i..lcage from the waste pipes and sprinklers-action includ e :
a_ Stop recycle pump.
b . Stop irrigation pump.
c. Close valves to eli.min::.te furt h er d ischarge.
d . Re;Jc.ir allle:i..!(s prior to restar.i ng pumps .
-··
·:
D . Leakage from flush systems, houses, solid separators-action .include:
a . Stop recycle pump.
b . Stop irrigation pump.
c. 1--fake sure no siphon occurs.
...
d . Stop all flows in the house, flush systems, or solid separators.
e . Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall oflagoon. Often this is seepage as ?PPOSed to flowing
leaks-possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrov.ing animals , trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
'
2. Assess the..e:rtent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b . Approximately how much was released and for wha t duration?
c. Any darnage noted, such as employee injury, fish kills. or property damage?
d . Did the spill leave the property?
e. Does the spill hav e 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 ( e:ther on or off of the property)?
h. How much reached surface w aters?
3 . Contact appropriate agencies.
a. During normal business hours, call your DWQ (Div ision of Water Quality) regional office;
Phone q i -;-3~:)-Yi~e: After hours, emergencynumber:717-?JJ-,17t/.J I Yourphonecall
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the locati on or direction of movement of the spill,
weather and wind conditions . The corrective meas ltr es that have been under taken, and the
seriousness ofthe situation.
b. If spill leaves property or enters surface wat ers, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department
d . Contact CES, phone number 9 /C I J9r rJ./1./.J • local SWCD office phone number
£1,.~ · :: . .:; '.' · J: ;.: , and locall'l'RCS office for advice/te chnical assistance phone number
4. If none of the above works, call 911 or the She ri ff's Depa rt me nt and explain your problem to
them a.r1d ask that person to contact the proper agencies fo r you.
S. Contact the con~or ~fyour choice to begin repair of problem to minimize off-site damage.
bovJv--9£1 t f\:
a. Contractors Name: ·
b. Con~orsAd~s: ------------------------------------
c. Contractors Phone: ---------------------
6. Contact the techni~ specialist who certified the lagoon (NRCS. Consulting Engineer, etc.)
a. Name: T; Q) ~ u i I) s ~ G t'"~ s{A,) Q! ;'rj
b. Phone: q to-3.c, & -/¥Do CftO ':! '5'1 o-rJ.'JO 3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the syst~ and reassess the waste management plan to keep problems with
release of wastes from happening again.
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\
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perator:Shelton Batts 1 County: Sampson
-.s Tk I
Date: 07/13/93
>istance to nearest residence (other than owner): 2600.0 feet
l ..
..
: .
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X 1417 lbs. = 0 lbs
0 sows (farrow to feeder) X 522 lbs. = 0 lbs
2880 head (finishing only) X 135 lbs. = 388800 lbs
0 sows (farrow to wean) X 433 lbs. = 0 lbs
0 head (wean to feeder} X 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW . ' Volume = 388800 cub1c feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 325.0 feet ; Inside top width 200.0 feet
Top of dike at elevation 51 .0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50 .0 feet
Bottom of lagoon elevation 37.0 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
319.0
WIDTH
194.0
319.0 194.0 61886 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
241.0 116.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
27956 (AREA OF BOTTOM)
DEPTH
13.00
280 .0 155.0 173600 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
61886.0 173600.0 27956.0 * DEPTH/6
2.2
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
l. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top ·of dike)
Length * Width =
325.0 200.0 65000.0 square feet
Buildings (roof and lo~~ater)
Length * Width =
0.0 o.o o.o square feet
570791 CU. FT.
TOTAL DA 65000.0 square feet
Design temporary storage. period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW
Volume =
Volume ;::;
388800 Lbs. SSLW * CF of Waste/Lb./Day *
95178 cubic feet
5B. Volume of wash water
0.00136
180 days
J
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 = o.o gallons/day *
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA 1 12 inches per foot
Volume= 37916.7 cubic feet
>D. Volume of 25 year -24 hour storm
Volume= 7.5 ·inches 1 12 inches per foot* DA
Volume = 40625.0 cubic feet
'
TOTAL REQUIRED TEMPORARY STORAGE
SA. 95178 cubic feet
5B. 0 cubic feet
5C. 37917 cubic feet
50. 40625 cubic feet
TOTAL 173720 cubic feet
>. SUMMARY
Total required volume 562520 cubic feet
Total design volume avail. 570791 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 46.8 feet ; Volume is 388122 9ubic feet (end pumping)
Total design volume less 25yr-24hr storm is 530166 cubic feet
At elev. 49.3 feet ; Volume is
Seasona l high water table elevation
528221 cubic feet (start pumping}
45.0 feet
7 . DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
~· ·perator:Shelton Batts 2 County : sampson
5/k 1 Date : 07/13/93
>istance to nearest residence (other than owner): 2600 .0 feet
)
..
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X 1417 lbs. = 0 lbs
0 sows (farrow to feeder) X 522 lbs. = 0 lbs
2880 head (finishing only) X 135 lbs. = 388800 lbs
0 sows (farrow to wean) X 433 lbs. = 0 lbs
0 head (wean to feeder) X 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb, SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic 'feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = o.o cubic feet
TOTAL DESIGN VOLUME
Inside top length 283.0 feet ; Inside top width 227.0 feet
Top of dike at elevation 47 .0 feet
Freeboard 1.0 feet ; Side slopes 3 .0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.0 feet
Bottom of lagoon elevation 33.0 feet
Seasonal high water table elevation 41.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIOE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
277.0
WIDTH
221 .0
277.0 221.0 61217 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
199.0 143.0 28457 (AREA OF BOTTOM)
DEPTH
13.00
AREA OF MIDSECTION
LENGTH * WIDTH * 4
'238.0 182.0 173264 {AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + {4*AREA MIDSECTION) + AREA BOTTOM]
61217.0 173264.0 28457.0
* DEPTH/6
2.2
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
283.0 227.0 64241.0 square feet
Buildings (roof and l ot •water)
Length * Width =
0.0 o.o o.o square feet
TOTAL DA 64241.0 square feet
569699 CU. FT.
Design temporary storage period to be 180 days .
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW
Volume =
Volume =
388800 Lbs. SSLW * CF of Waste/Lb./Day *
95178 cubic feet
B. Volume of wash water
0.00136
180 days
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 = o.o gallons/day *
Volume = 0.0 cubic feet
i C. Volume of rainfall in excess of evaporation
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA I 12 inches per foot
Volume= 37473.9 cubic feet
•
iD. Volume of 25 year -24 hour storm
Volume= 7.5 inches 1 12 inches per foot * DA
Volume = 40150.6 cubl;c,,feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 95178 cubic feet
5B. 0 cubic feet
5C. 37474 cubic feet
50. 40151 cubic feet
TOTAL 172803 cubic feet
>. SUMMARY
Total required volume 561603 cubic feet
Total design volume avail. 569699 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 42.8 feet ; Volume is 388710 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 529548 cubic feet
At elev. 45.3 feet ; Volume is 527575 cubic feet (start pumping)
7.
Season~high water table elevation 41.0 feet
DESIGNED BY ~~--~·;,-;··.·y,. f{:/ ... J-·--·· APPROVED BY: DATE ~1 ~/it_.;; DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
·.
'·
Operator:DM Battss-k?. county: Sampson Date: 08/01/94
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) X 1417 lbs. = 0 lbs
0 sows (farrow to feeder) X 522 lbs. = 0 lbs
3200 head (finishing only) X 135 lbs. = 432000 lbs
0 sows (farrow to wean) X 433 lbs. = 0 lbs
0 head (wean to feeder) X 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight -432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 432000 lbs. ALW x Treatment Volume(CF}/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cu~ic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = O.Ocubicfeet ~~~~~
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
Inside top width (feet)----------------------
Top of dike elevation (feet)-----------------
Bottom of lagoon elevation (feet)------------
Freeboard (feet)-----------------------------
Side slopes (inside lagoon}------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3 .0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
444.0
450.0
210.0
51.0
41.0
1.0
3.0
WIDTH
204.0
444.0 204.0 90576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
390.0 150.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
58500 (AREA OF BOTTOM}
1
DEPTH
9.0
417.0 177.0 295236 (AREA OF MIDSECTION * 4)
CU . FT . = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * 90576.0 295236.0 58500.0
DEPTH/6
1.5
Total Designed Volume Available = 666468 cu. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 210.0 94500.0 square feet
Buildings (roof and lot water)
''
0.0 square feet
TOTAL DA 94500.0 square feet
Design temporary storage period to be
SA. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal.fday per 135 lb. ALW 1.37
Volume =
Volume =
432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
789120 gals. or 105497.3 cubic feet
180 days
58. 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 wate r are accounted for in SA.
Volume o.o gallons/day *
Volume = 0.0 cubic feet
SC. Volume of _rainfall in excess of evaporation
180 days storagef7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in * DA I 12 inches per foot
Volume = 551 25 .0 cubic feet
50.
6.
Volume of 25 year -24 hour storm
Volume = 7.5 inches I 12 inches per foot * DA
Volume = 59062.5 cubic feet ..
TOTAL REQUIRED TEMPORARY STORAGE
SA. 105497 cubic feet
5B. 0 cubic feet
5C. 55125 cubic feet
50. 59063 cubic feet
TOTAL 219685 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year -24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 450.0 feet
Inside top width============================> 210.0 feet
Top of dike elevation=======================> 51.0 feet
Bottom of lagoon elevation==================> 41.0 feet
Total required volume============~==========> 651685 cu. ft.
Actual design volume========================> 666468 cu. ft.
Seasonal ~igh watertable elevation (SHWT)===> 45.0 feet
Stop pump1ng elev.==========================> 47.3 feet
Must be > or = to the SHWT elev.==========> 45.0 feet
Must be >or= to min. req. treatment el.=> 47.0 feet
Required minimum treatment volume===========> 432000 cu. ft.
Volume at stop pumping elevation============> 435848 cu. ft.
Start pumping elev.=========================> 49.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 607406
Volume at start pumping elevation===========> 604013
Required volume to be pumped================> 160622
Actual volume planned to be pumped==========> 168165
cu.
cu.
cu.
cu.
ft.
ft.
ft.
ft.
* *
*
*
*
*
7 .
Min . thickness of soil liner when required==>
DESIGNED BY:~...-.~-IL~~EL;.f APPROVED BY:
DATE: DATE:
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
I:., e-.--""'At '/
7
••
1.5 feet
Operator:DM Batts III County: Sampson Date: 08/10/94 --Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) X 1417 lbs. = 0
0 sows (farrow to feeder) X 522 lbs. = 0
3200 head (finishing only} X 135 lbs. = 432000
0 sows (farrow to wean) X 433 lbs. = 0
0 head (wean to feeder) X 30 lbs. = 0
Describe other : 0
Total Average Live Weight -432000
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = b . f t /)'-'~•-~,.,.LJ~ C77,. ND SvuiJ~ gs~ o. 0 cu 1.c ee uj,,..,._. ~ ... ~~
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
Inside top width (feet)----------------------
Top of dike elevation (feet)-----------------
Bottom of lagoon elevation (feet)------------
Freeboard (feet)-----------------------------
Side slopes (inside lagoon)------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
369.0
375.0
245.0
55.0
45.0
1.0
3.0
WIDTH
239.0
369.0 239.0 88191 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
315.0 185.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
58275 (AREA OF BOTTOM)
1
DEPTH
9.0
342.0 212.0 290016 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * 88191.0 290016.0 58275.0
lbs
lbs
lbs
lbs
lbs
lbs
DEPTH/6
1.5
Total Designed Volume Available = 654723 cu. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
375.0 245.0 91875 .0 square feet
Buildings (roof and lot water) ..
0.0 square feet
TOTAL DA 91875.0 square feet
Design temporary storage period to be
SA. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal.fday per 135 lb. ALW 1.37
Volume =
Volume =
432000 lbs . ALW/135 lbs . ALW * 1.37 gal/day
789120 gals. or 10549 7 .3 cubic feet
180 days
5B. Volume of wash water
This is the amount of fresh water us e d 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 *
Volume = 0.0 cubic feet
sc. Volum·e of rainfall in excess of evaporation
180 days storagej7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 .0 inches
Volume= 7.0 in * DA I 12 inches per foot
Volume = 53593.8 cubic feet
50.
6.
Volume of 25 year -24 hour storm
Volume = 7.5 inches I 12 inches per foot * DA
Volume = 57421.9 cubic feet ..
TOTAL REQUIRED TEMPORARY STORAGE
SA. 105497 cubic feet
5B. 0 cubic feet
5C. 53594 cubic feet
SD. 57 422 cubic feet
TOTAL 216513 cubic feet
SUMMARY
Temporary stora ge p e riod====================> 180 days
Rainfall in exce ss of evaporation===========> 7.0 i nches
25 year -24 hour rainfall==================> 7 .5 inches
Freeboard===================================> 1.0 feet
Side slopes=========================~=======> 3.0 : 1
Inside top length===========================> 375.0 feet
Inside top width============================> 245.0 feet
Top of dike elevation=======================> 55.0 feet
Bottom of lagoon elevation==================> 45.0 feet
Total required volume=======================> 648513 cu. ft .
Actual design volume========================> 654723 cu. ft.
Seasonal high wate rtable elevation (SHWT)===> 46.0 feet
stop pumping ele v.==========================> 51.4 feet
Must be > or = to the SHWT elev.==========> 46.0 feet
Must be > or = to min. r e q. treatment el.=> 51.0 feet
Re quired minimum treatment volume ===========> 432000 cu. ft.
Volume at ~top pumping elevation============> 437546 cu. ft.
Start pump1ng elev.=========================> 53.3 feet
Must be at bottom of fre eboard & 25 yr. rainfall
Actual volume l e ss 25 yr.-24 hr. rainfall==> 597301
Volume at start pumping elevation===========> 593879
Re quired volume to be pumped================> 159091
Actu a l volume p l a nn e d to b e pumpe d ==========> 1 56 3 3 3
cu.
cu.
cu.
cu.
ft.
ft.
ft.
ft.
*
*
*
*
*
*
7.
' Min. thickness of soil liner
DESIGNED BY~~~
DATE: P-;o-9</-
when required==>
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: //Jt/AL<_ ~j-ffJ_ .. %r< .~_;L
I ~ .li.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
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 must 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 l e aching.
Land application of
method of disposal.
center pivot, guns,
taken when applying
waste wate r is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should
waste to prevent damage to crops.
The following items are to be carried out:
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 53.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 51.4 . This temporary
storage, less 25 yr-24 hr storm, contains 159091 cubic feet or
1190001 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, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
Operator:DM Batts Site 4 County: Sampson
,(. ~ OH I -3 ,/h v.S tn.
Date: 01/08/96
Distance to nearest residence (other than owner): 2500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) X 1417 lbs. = 0
0 sows (farrow to feeder) X 522 lbs. = 0
2400 head (finishing only) X 135 lbs. = 324000
0 sows (farrow to wean) X 433 lbs. = 0
o head (wean to feeder) X 30 lbs. = 0
Describe other : 0
Total Average Live Weight = 324000
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 324000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 324000 cubic feet
3. STORAGE VOLUME FOR SLUDGE 'ACCUMULATION
Volume =
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
Inside top width (feet)----------------------
Top of dike elevation (feet)-----------------
Bottom of lagoon elevation (feet)------------
Freeboard (feet)-----------------------------
Side slopes (inside lagoon)------------------
Total design volume using prismoidal formul a
SS/EN01 SS/END2 SS/SIDEl SS/SIDE 2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
2 7 4.0
2 80.0
205.0
38.0
23.5
1.0
3 .0
WIDTH
199.0
274.0 199.0 5452 6 (AREA OF TO P )
AREA OF BOTTOM
LENGTH * WIDTH =
193.0 118.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
22774 (AREA OF BOTTOM)
1
DEPTH
13.5
233.5 158.5 14803 9 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MID S ECTION) + AREA BOTTOM] * 54526.0 148039.0 22774.0
lbs
lbs
lbs
lbs
lbs
lbs
DEPTH/6
2.3
Total Designed Volume Av ailable = 507013 CU. FT.
5 • TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
280.0 205.0 57400.0 square feet
Buildings (roof and lot water)
o.o square feet ..
TOTAL DA 57400.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal.jday per 135 lb. ALW 1.37
Volume =
Volume =
324000 lbs. ALW/135 lbs. ALW * 1.37 galjday
591840 gals. or 79123.0 cubic feet
180 days
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 = o.o gallonsjday *
Volume = 0.0 cubic feet
5C. Volume of rainfall -in excess of evaporatio n
180 days storagej7.48 gallons
per CF .
Use period of time when rainfall exceeds evaporation _by largest_ amount .
180 days excess rainfall = 7.0 inches
Volume= 7.0 in * DA 1 12 inches per foot
Volume = 33483.3 cubic feet
so. Volume of 2S year -24 hour storm
Volume= 7.S inches 1 12 inches per foot * DA
Volume = 3587S.O cubic feet
TOTAL REQUIRED TEMPORARY STORAGE ..
SA. 79123 cubic feet
SB. 0 cubic feet
sc. 33483 cubic feet
50. 35875 cubic f ee t
TOTAL 148481 cubi c f eet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year-24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 280.0 feet
Inside top width============================> 205.0 feet
Top of dike elevation=======================> 38.0 feet
Bottom of lagoon elevation==================> 23.5 feet
Total required volume=======================> 472481 cu. ft.
Actual design volume========================> 507013 cu. ft.
Seasonal high watertable elevation (SHWT)===> 33.0 feet
Stop pumping elev.==========================> 33.3 feet
Must be > or = to the SHWT ele v.==========> 33.0 feet
Must be > or = to min. req. treatment e l.=> 29.5 feet
Required minimum treatment volume===========> 324000 cu. ft.
Volume at stop pumping elevation============> 324085 cu. ft.
start pumping elev.=========================> 36.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 471138 cu. ft.
Volume at start pumping elevation===========> 469536 cu. ft.
Required volume to be pumped================> 112606 cu. ft.
Actual volume planned to be pumped==========> 1454 5 1 cu. ft.
Min. thickness of soil liner when required==> 2.1 feet
*
*
*
*
* *
l I
7. ·-.DESIGNED B~~, ,l't/.
DATE: u () APPROVED BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: r~).e~.:f le.uk .s~e.!s. Cf=C!-~-./4 .-1 .... ,. -~~ skr
I I 0
~ ..... ..-;{ .. , . #+-W&<---1-/.., s-kye 1;4....$< jJ 4 ,h..,A ~-~ '¥ f.. ~...t:.... kt-te-
frr..-.$loh~ "t !.--J,~-&./,.;e.~ ~~.s-. ,eh£
*Note: Engineering approval is for m1n~um design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils dur1ng construction, co/JSv~l
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is-responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins. ,,
.-: ·.;. -:·. ··.•
Operator:DM Batts Site 4 County: Sampson Date: 01/08/96
46e.o*\)-P Z.-S ~"'5~
Distance to nearest residence (other than owner}: 2500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) X 1417 lbs. = 0 lbs
0 sows (farrow to feeder) X 522 lbs. = 0 lbs
4000 head (finishing only) X 135 lbs. = 540000 lbs
0 sows (farrow to wean) X 433 lbs. = 0 lbs
0 head (wean to feeder) X 30 lbs. = 0 lbs
Describe other . 0 .
Total Average Live Weight -540000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 540000 lbs. ALW x Treatment Volurne(CF}/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 540000 cubic feet
3. STORAGE VOLUME FOR SLUDGE •ACCUMULATION
4.
Volume = ·o.o cubic feet /of 0 s c..c..-/-5~;; .s /012 ,;fG..C:. ~ -;-Ld/!~lc}?J-,fe-7 f
/2'-t::iv~! ,!. •
TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
Inside top width (feet)----------------------
Top of dike elevation (feet}-----------------
Bottom of lagoon elevation (feet}------------
Freeboard {feet}-----------------------------
Side slopes (inside lagoon)----------------7-
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
LENGTH
624.0
630.0
160.0
36.5
24.0
1.0
3.0
WIDTH
154.0
624.0 154.0 96096 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
555.0 85.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
47175 (AREA OF BOTTOM)
1
DEPTH
11.5
589.5 119.5 281781 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * 96096.0 281781.0 47175.0
DEPTH/6
1.9
Total Designed Volume Available = 814683 cu. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
630.0 160.0 100800.0 square feet
Buildings (roof and lot water)
0.0 square feet
••
TOTAL DA 100800.0 square feet
Design temporary storage period to be
SA. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal.Jday per 135 lb. ALW 1.37
Volume =
Volume =
540000 lbs. ALW/135 lbs. ALW * 1.37 galjday
986400 gals. or 131871.7 cubic feet
180 days
58. Volume of wash water
This is the amount of fresh water used for washing floqrs or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = o.o gallons/day *
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
180 days storage/7.48 gallons
per CF .
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA j 12 inches per foot
Volume = 58800.0 cubic feet
50. Volume of 25 year -24 hour storm
Volume= 7.5 inches 1 12 inches per fo o t * DA
Volume= 63000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
''
SA. 131872 cubic feet
5B. 0 cubic feet
sc. 58800 cubic feet
SD. 63000 cubic feet
TOTAL 253672 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year -24 hour rainfall==================> 7 .5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 630.0 feet
Insid~ top width============================> 160.0 feet
Top of dike elevation=======================> 36.5 feet
Bottom of lagoon elevation==================> 24.0 feet
Total required volume=======================> 793672 cu. ft.
Actual design volume========================> 814683 cu. ft.
Seasonal high watertable elevation (SHWT )===> 26.0 feet
Stop pumping elev.==========================> 32.5 feet
Must be > or = to the SHWT elev .==========> 26.0 feet
Must be >or= to min. req. treatment el .=> 30.0 feet
Required minimum treatment volume===========> 5 40000 cu. ft.
Volume at stop pumping elevation============> 5 4 7077 cu. ft.
Start pumping elev.=========================> 34.8 feet
Must be at bottom of freeboard & 25 yr . ra infall
Actual volume less 25 yr.-24 hr . rainfall==> 751683
Volume at start pumping elevation===========> 7 48555
Required volume to be pumped================> 190672
Actual volume planned to be pumped==========> 201478
Min. thickness of soil liner when required==> 1.8
cu.
cu.
cu.
cu .
feet
ft.
ft.
ft.
ft.
*
*
*
*
*
*
7.
I
DESIGNED B~~ ~
DATEU
NOTE: SEE ATTACHED WASTE UTILIZATION
Ca.re...G.Jt.,
()
*Note: Engineering approval is for m1n1mum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils dur1ng construction, cot.JSvL.:I
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is-responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.
'•
:·-
..
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 parti cular,
pump wear tends to reduce operating pressure and flow. W i th continued use,
nozzle wear results in an increas'e in the nozzle opening which will increase the
discharge rate while decreasing the wened diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, 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 s,hould calibrate your equipment on a regular basis to
ensure proper application r;ates 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 t he application amount
without having to perform additional calculations. However, pans, plast ic 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 sp r inklers . For traveling
guns, sprinklers should be located along a transect perpend i cular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun can. You should compute the average application rate fo r all
nonuniformity of the application. On a wind l ess day, var iation between containers
of more than 30 percent is cause for concern. You sho u ld contact your irrigation
dealer or technical specialist for assistance. ·
• Reprinte d for Certifi ca tion Tr aining for Operati o n s o f Ani mal Wast e M anagement S ys t em s M anual
/
OPER..\ TION & l\IIAINTENAL'iCE PLA.t'i
Proper lagoon liquid management should be a year-round p ri ority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
?vfaximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such.as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early sp ring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periqds.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a ~agoon involves the following:
Maintenance of a ve£etative cover for the dam.
Fescue or common b~ermudagrass are the most common vegetative
covers. The vegetation should be fertilize d each year , if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practi cal to obtain
a soils tesr each year, the lagoon embankmen t and s urro u nding areas
should be fertilized with 800 pounds per acre o f 10-1 0-1 0, or
equivalent.
Brush and trees on the embankment must be controlled . This may be
done by mowing, spraying, grazing, chopping, or a comb in ation of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are fav orable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the ·herb icide must no t b e allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lago on that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm e v ents. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pi pes---loo k for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
EmbarLkment---look for:
1. settlement, cracking, or "jug" holes
2. side slope ~tability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner 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 rna y 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 i.t;1to a lagoon dam with heavy equipment is a serious
undertaking with potentially seiious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failur e . 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 s witching, 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
drai nag e waters (such as rainfall runof f, 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
c o min g from your lagoon is that which comes from your flus hing
(washing) system pipes and th e rainfall that hits the lagoon directly .
You should in spect your divers ion syste m for the following:
1. adequate ve geta tion
2. diversion capac ity
3 . ridge be rm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during .or immediately _following a heavy rain . I~ technical assistance is needed to
detenrune proper solutions, consult with appropnate experts.
You should record the level of the laaoon just prior to when rain is predicted, apd 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 y9ur 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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land .
Lagoon Operation
Startup:
1. Immediately after const.ruction establish a complete sod cover on bare soil
surfaces to avoid erosion .
2 . Fill new lagoon design treatment volume at least hal f full of water before
waste loading begins, taking care not to erode lining or bank slopes .
3. Drainpipes into .frie 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 l~goon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full iagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH . I f the pH falls below
7 .0, add agricultural lime at the rate of l 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 frequent ly and regularly that wastewater is added to a lagoon, the better the
lagoon will function . Flush systems that wash waste in to the lagoon sev eral times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
Management:
Practice water conservation---minimize building water usacre and
spillage from leaking waterers, broken pipes and washdow~ 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
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 lever (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 lag~n ·
storage for the winter.
The lagoon liquiq level should never be closer than 1 foot to the lowest
point of the dam' or embankment.
Do not pump the lagoon liquid level lower that 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.
l\-Iaintain 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 a.r.imal 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.
Lagoon sludge that is removed <l!lnually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
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 r:emaining sludge ; pump into liquid sludge applicator; 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; benn
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 will 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 th~ chance of
erosion. Note t hat if the sludge is applied to fields with very high soil-test phosphores, 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 .
The application of sludge 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 .
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 allqwed to overtop the dam , the moving water will soon cause
gullies to form in the darn. Once this damage starts, it can quickly cause a large discharge.
of wastewater and possible dam failure .
OPERATION AND MAINTENANCE PLANj[ ------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pu~ped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should
waste to prevent damage to crops.
The following items are to be carried out:
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 49.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 46.8 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteri~). The design temporary storage, less 25 year storm
is 133095 cubic feet or 995550 gallons. As stated b~fore, this
volume will vary considerably from year to year.
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.
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 ditc~es. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. 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 r esponsibility for enforcing this law.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN~ ------------------------------
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 must 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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should
waste to prevent damage to crops.
The following items are to be carried out:
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.3 • This temporary
storage, less 25 yr-24 hr storm, contains 160622 cubic feet or
1201~55 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 1n 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, and Natural Res ource s, Division of Environ-
mental Management, has the responsibility f or enforcing.this law.
OPERATION AND MAINTENANCE PLAN ------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control . The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall.that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should
waste to prevent damage to crops.
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 45.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 42.8 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 132652 cubic feet or 992238 gallons. As stated before, this
volume will vary considerably from year to year.
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.
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
waste utilization fields adjacent to perennial streams.
not be applied in open ditches. Do not pump within 200
residence or within 100 feet' of a well.
around
Waste will
feet of a
9. 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.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN /I ----------~------------------~
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.
• I
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· ex.cess
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 must 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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should
waste to prevent damage to crops.
The following items are to be carried out :
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45 .3 • This temporary
storage, less 25 yr-24 hr storm, contains 160622 cubic feet or
1201455 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, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN /> -----------------------------~~
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 must 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
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application inc lude solid set,
and traveling gun irrigatio n . Care should
waste to prevent damage to crops.
The following items are to be carried out:
be
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. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be use~ for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of wast e (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 36.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 33.3 . This temporary
storage, less 25 yr-24 hr storm, contains 11 2606 c ubic feet or
842295 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 b y rodent s 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 2 00 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 t he di s charg e of
pollutants into waters of the United States. The Depa rtment of
Environment, Health, and Natural Resourc e s , Divis i o n of Environ-
mental Management, has the responsibility fo r enforci ng this l a w.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN ~ ------------------------------1-~
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 must 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 ord e r to apply waste without
runoff or leaching.
Land application of
method of disposal.
center pivot, guns,
taken when applying
waste water is recogniz e d as an acceptable
Methods of application include solid set,
and traveling gun irrigation . Care should be
waste to prevent damag e to crops.
The following items are to be carried out :
1. It is strongly recommended that the treatme nt lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentra t ion of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. F r e s h water should not
be used for flushing after initial filling.
2. The attached waste utilization plan sh a ll be followed. This
plan recommends sampling and testing of waste (se e attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 34.8 as marked by p e rmane nt marker. Stop pump-
out when the fluid level reaches elevation 32.5 . This temporary
storage, less 25 yr-24 hr storm, contains 1 9 06 7 2 cubic feet or
1426224 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, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS JC
----------------------------------------------------------
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 (1}
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (3") and stockpiled for use on dike and pad
slopes (2 -3"). The topsoiling quantity is in excess of amounts
specified on page one (1).
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 be placed in
max. of 6 11 lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment o f 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 scs approved material (ie-CL,SC,CH). Refer to the soil
investigation in f ormation 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 according to seeding specifications sheet.
·~ SHEET 1 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 on
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·brought 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 impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an 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 elevatipn
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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 SECTION 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 efficient 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 0698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from 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 Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent 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 m1n1mum
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.
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS .A
---------------------------------------------------------7~~
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 on
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 brought 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 impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an 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 the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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 SECTION 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 efficient 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 and 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from 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 Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent 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.
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ~ . \
----------------------------------------------------------~ vYJ
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 on
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 brought 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 impervious materials from the required
excavations.· construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an 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 the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2.1 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 SECTION 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 efficient 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 and 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from 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 Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation'of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. .Permanent 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.
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS~' 1
-------------------------------------------------------~--,)1~
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 on
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 brought 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 impervious materials from the required
excavations. Construction of fill heights s hall include 5 percent for
settlement . Dikes over 15 feet in height and with an 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 the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 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 SECTION 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 efficient 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 0698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from 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 Specification. ·
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent 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 RECOMMENDATIONS~ -----------------------~-
AREA TO BE SEEDED: 8.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
480 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
64 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
240 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
8000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
16 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800 BALES 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 LIME 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.
SEEDING SPECIFICATIONS~ ---~------------------]J/
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS.JACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT·a LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING OATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE}
200.0 BALES 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 LIME 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.
SEEDING SPECIFICATIONS~,
----------------------~~
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS ./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES 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 LIME 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.
~~~~=~~-~:~~=:::~==~~: ~
AREA TO BE SEEDED: 8.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
480.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
240.0 LBS. RYE GRAIN AT 30 LBS.fACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
80.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
8000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
16.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800.0 BALES 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 LIME 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.fACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
U. S. Department of Agricu ~ ~e
· Soil Conservation Service
NC-EMG-34
September 1980
file Code : 210
.. ~~~Dn~
HAZARD CLASSIFICATION DATA SHEET FOR MMS-. .· .
Landowner &!fs "' '' ·-·County · :h<.Jo~
Conmuni ty or Group: ~-·-· ------· conservation Plan No . ----
Estimated Depth of Water to Tap of Dam 4-Ft. Length of Flood Pool £5D Ft.
Date of Field Hazard Inves-tigation 7-~z ... 94-·
Evaluation by reach of flood plain downstre~ to the point of estimated minor effect
from sudden dam fai.lure. ·
. . . .
Reach: Length; 'Width; Slope·; -Land Use
: . .
Ft.· Ft. -i : . -: .
1 . . . .
2
:
3
:
· · Kind of
Improvements
: ESt •. E1 ev . :ESt. Elevation
:Improvements: of Breach
Above :Floodwater Above
Flood Plain: Flood Plain
· Ft. : Ft. -. . . . . . . . .
~ -. . . .
: . . . . . .
. :-.
Describe potential for loss of life and damage to existing or probable futun! downstream
improvements from a sudden breach·-----------------------Y};E'jAj IN~.
Hazard Classification of D-am @ b, c) (see NEM-Part 520 .21) _______ _
Dam Class i ficati on (I, II, III, t!J V) __________________ _
Concurred By 1'( ~ ..J~...;._ . 1'. E .
(n · / (title)
Date C6 /1 I 94 _,
NOTE: 1 . Instructions on reverse side.
2. Attach additional sheets as needed.
U. S. Department of Agricultl
· Soil Conservation Service
111-
NC -ENG-34
September 1980
Ffl e Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
' . ' .
Landowner /?Jtl &its· · -· ... Co~~Y · ~s(J,
Conmunity or Group ··~.--· Conservation ·Plan No. ___ _
Estimated Depth o.f Water to Tap of Dam + Ft.· Length of Flood Pool 375 Ft.
Date of Field Hazard Inves·tigation· --------------------
Evaluation by reach of flood plain downstre~ to the point of estimated minor effect
from sudden dam fai.lure . · ·
. . . .
Reach ; Length;·width; Slope: Land Use •
Ft. ·
1
2
3
. . Ft.
. .
:
··Kind of
Improvements
: Est. Elev. :ESt. Elevation
:Improvements: of Breach
:
Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. . .
: . .
:
Describe potenti al for loss of l i fe and damage to existing or probable future downstream
improvements from a sudden breach. _______________________ _
M J?~t1tilu'l k /lsr (){ 4-~ 4r strt-dura.
Hazard Classification of Dam@ b, c) (see NEM-Part 520.21) ________ _ ·---··
Dam Class i fication (I, II, I II ,~ V) __________________ _
~~· (t itle)
Date .?-/0 -7f •
Concurred By 1'. n1ter .J..r<>;.. f c -
(name ' (title)
NOTE : 1. Instructions on reverse side.
2. Attach additional sheets as needed.
U -~ . ' • :). ue;Jar~e.nc o•· ;,s,·;cui ~;·:;
Soil eonservation Service
~Jtt~RD CLASSIFICAT10N
-. S~p~er 1980
·. -. · 1.#
6
v-F1l e Code: Zl.O
DAiA SHEET FOR OA~ .....
Landowner ;:£~z;¥/· &ez6 · ~ --,. ·.
-.
Corrrnuni ty or Group:·No: · ···-------· ..
-eouricy ~hY a.er'L... -. . I . -
eoriServatiorr·Plan No. -----
Estimated Depth o.f Water to Top. of Dam ·/Q Ft.· Length of F1ood Pool
Date of Field Hazard Investigation __ _;/_-_--:-><f;.__.;-~;...;~;;._...· ____ .-·-
Evaluation by ~ach of flood p1ain d9wnstreap1 to the point of estimated minor effect
frcm sudden dam faf.lure. . · . ·
. : . :. ESt.. . £1 ev. :ES~. Elevat1on . . . : . : • · · JCind of :Improvenents: of Breach . . .
·Reach: length: Width: Slope·: Land Use . ~rovements . Above :Floodwater Above . . . : : Flood Plain: Flood Plain .
Ft.· . Ft. : " . . Ft. . . Ft. . .. . . ·-. . . . : . . . . .
1 . . . . . . . . . . . .
: . . . . . . . . . . : . . . -. . . . : . . . . .
2 . . . . . . . . . . .. . . : : . . . -: . .• . . . . -. . .
3 . ; . . . . : -. --. . . .
Describe potential fer loss of life and d~ge to existing or probable futUre downsti-e::m
improvements from a sudden breach .L.-?,.,t2C.£ ~.e:>/ ,e'/A //1 1 /VP ~ •. ,~c:;. .tr · ; 7
.-·.
Hazard Classification of Dam {a; b, c) (see NEM-Part 520.21) ________ _
D.""' Class i fica ti on (I , I!.§ IV CJ ..tl I ff ff Z-L
~ ' -sjv ,1_.{!!~,1J:·/ 1/uc:;&-<· £!&· _?,vv -~-~ ·
i -~"am¥): ~ 7 t -effie) il' v
~_{~ J ~ Concurred By __ -r~-~~·~~r-·~~~·=x=·~··---~·~~~·~-----------------{name )' 1 ._title)
0 -• .. C:.l..-I /IGI'lr£ ' . )
NOTE: 1 . Instr~ctions on reverse side.
2. Attach additional sheets as ne~ded.
,c; /I /'/1<1. I
,t:;/1 p,k 1
~9/7 1J...s3
4 f?SJ-
r;? '12 yl5
/IJ % .) e-1'/bfr::+~-1 __,,_'7~'"1 _'1 __, 7
BS'If9 yls
~ £"( r,el} ex eM ~tJ/i/.N ;;;;;
):; e v se r/ ,cb4 CL>,AJS r,
of ol'r!?J2/77 /oiv ...t:£ '"2....
' .
0
37.0 '~
li!E ~;2fCN(~ ,
Do -rv" ro s '-Jr4,47el/.~t
;von: :rf" ANY WEAl( 44/#"rDl/~t. (.J cN~IIto~-ri:I!~O
,~;y r#C ~".,...,,., dY~C.U;-J.o· A-V~ A~Hi/
w:i'?l ~·C.. """~,.~~.;t..,
' 7 6, i/1'3~ V f4' "? • ,So ~ I /""1
/(";;i~Y O'N'V ,fJ •f ~~?13A~ /.IV0(7~~J·"':"
\J~PJ.I'vff~N9 r',l 7ti,I~J.'I"I# .)IWM ~N~ ,/'.,C ;2_l.OtV
?fh"l/fiU~ w ';I ~ Q..L AI !'I. Q(!
' if'NBi:f.J. 3~o~
...............
?3 Ol fr >
I . -St-
7..3,0•
-z, /'V0r79~
j?V:?f rJJ. .J.."N
· · ~/ ..1-"ZS' > -X' 7~::: / cr A..L.
-· >-!· o(.
~ <;?.), L 'Z c-;S' I
~b 'i I
,r?~ 'i. I +r~ £1
,.spA 7?.. t_ £
~ s-p ;._ <aOZ { c:
/·rt--L~~ ICJI
\ ·-'1.3--L.-L=i?-.--
8 '-rr:rs~
I J3Z'I -.-J ... --...... v
.f.t-.'TH7,'/r:JS 6 (?/
--\.,.. ,1:! 3;:/'C: . : '_j . '
'-f* 7 ftd {. i -J . _ _,
Z ~NQ O ,f;l 7 ·:;·J.E
S?. 3' .
--
EXC -/d.,~95 CY
FILL -PAD 31 )1/ cy
DIKE; 6.599 t
CY
2,11 () .
+ 10% ?71
TOTAL: lo,6f J CY
COMPUTATIONS
/(_ ftArLf:i. .
TYPICAL X-SECTION
SEE NOTE 3
SEE NOTE 2
Lj;, {) I
NOTES :
1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
--
THICKNESS Of LINER DEPENDS ON OVERAL~ _
DEPTH . LINER fOR THIS LAGOON TO BE ~
2) DIKE BEHIND BLDGS TO BE MIN . 0 .5' ··
HIGHER ntAN OTHER PLANNED ELEV.
J) WALK AND LOADING AREA TO BE BUILT 1.5 ' ABOVE LOW
END PADS . BUILD 6 ' WIDE CONliN ., 7' fROM REAR OF BLDGS;
FILL TO BLD GS BEfORE EQUIP MOVES OUT (WORK TO BE
COORDINATED W/ BLDG CONTRACTOR S}.
TBM ELEV. 50.00'
NAIL IN:_fJ~~~-~­
~ 17'-fi&=-----
510 1
--------
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES
ovt reul-/~,.., /. ~~ ~
itt tAp! @/ SUA fit/(..
--
EXC -/6,41~ CY
FILL -PAD ;{99o CY
DIKE :?,13-)' CY
//. /1~
+ 10% ____ ~1·,~/~1~3-· __
TOTAL: CY
TYPICAL X-SECTION
SEE NOTE 3
SEE NOTE 2
--
0J , ,
NOTES:
l) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS Of. LINER DEPENDS ON OVERALL
. DEPTH . LINER FOR THIS LAGOON TO BE . /. s-'
2) DIKE BEHIND BLOGS TO BE MIN. 0.5' ·
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS . BUILD 6 ' WIDE CONliN ., 7; FROM REAR OF' SLOGS;
FILL TO SLOGS BEFORE EQUIP MOVES OUT (WORK TO BE
COORD INATED W/ BLDG CONTRACTORS).
TBM ELEV. 50.00'
NAIL IN :_J..'fd--,12-d.f.::.. _____ _
ff.o'
--------
CORE TRENCH
SEE SOIL SHEET ·
FOR DEPTH
SITE CONDITION NOTES
I
--
"
EXC -
FILL -PAD CY
DII<E CY
+ 10%~,~--------
TOTAL: CY
COM PUTATIONS BY:
TYPICAL X-SECTION
SEE NOTE 3
~-=S:..:;:E.=..E _;;N~O~T:....:;;;E;_o _2
..
~
23 ·.5
NOTES: 0
1) All WEAl< MA TERIAL TO OE OVERCUT
AND OA Cl<nLLEO AND COMPACTED.
0
--
THI CI<NESS Of LINER DEP ENDS ON OVERALL I '
D[PHI. LINER FOR HilS lAGOON TO OE _f_:__:.
2) DIKE OEI OIINO OLOGS TO DE MIN. 0~5'0 0 0
IIIGIIER TJIAN OTHER PLA~I~EO ELEV •.
.U..'\.· . '
J) WALl< AND LOADING AREA TO IJE GUILT 1.5' AOOVE LOW
HID PAD S. IJUILD 6 ' WIDE CONTJI~ .• 7' mm..t REAR or nLOGS;
rll.l. TO lli.OG S I'IEfOI~E EOUJP MOVE S OUT (WOn!< TO U[
C OOIWII-1~ I r: D W / lll.IJG CON I RAC 1011 5).
..
TBM ELEV. 50.00' 0
NAIL IN: _ _p_1.f'~.?d!;..£~ ____ _..: 0 __ ....,; ____________ _
,o
.. !
j:
0 0
• 0 0
0 0
3 8'·()
~ ... ·: .
0 0 '
. .... ·;
• 0
•. : ···,·· t
0 0 •
• : ."!
0 0 0
CORE TRENCH 0 •
0
:
SEE-O OSOIL SHEET 00
..
00
0°;
FOR DEPTH . 0 0 °0 :;~ ... ·.
. ·. ·. ·,·: . ... . . . . .· 00 oo-00 oo·o :oo 0
.' 0:'. ':·.'·. • 00
.-.; . ·. . . . ,•
SITE CONDITION NOTES
-~f. i-11-&c.tl~Z.
TYPICAL X-SECTION
6/1.5" ~('tl ?f'".
Sik L\ .
SEE NOTE 3
SEE NOTE. 2
~
--
--~4{_"
EXC -6(LJ15 CY LI?6~~~S· . .
~
nLL -PAD CY
DII<E CY
7 I ;2Jf?
)
D
+ 1 0% , . : 7 / 2 1 I
NOTES:.
TOTAL: 7 e: J 7 ICY I) All WEAl< MATEfliAL TO BE OVERCUT
1 I ...... / AND OACI<FILLED AND COMPACTED. ;rn.u~fc fo•f 2...6 ' //fCI~.,s.~ t:..vt tJ]Cioy ') TIIICI<N[SS or LINEn DEPENDS ON OVERALL1 <1.
I' "' d 11 '#¥1J c ~I I ~~() ~1/j OEP rH. LIN Ell ron THIS lAGOON TO DE ...L...:.tl...:
COMPUTATIONS BY: . 1 .
Y-5 f · rA '/ I 2) DIKE OEI·JIND OLDGS TO BE MIN. 0.5'· · . . ~ -ec-"2 V$//1 6 ~ rP ltt-tt IIIGJIEfl TitAN OTHEfl PlAI':lj·IED ELEV. /1 __ ' . ... ,· HTZ£" r ~..,. ..
' J) WALl< AND LOAOJNG AR[A TO [)[ OUILT 1.5' AllOV£ LOW
HID PADS . IJUII.D G' WIDE COI>HII~.. 7' rROM HEM~ or OLOGS; nu_ TO [IJ.OGS fiiTOHE EOUIP MOVES OUT (WOUI< TO UE
COOIWU,I~IUJ W/ IJUJ<; CO NIIMCIOI~S).
.... . .
TBM ELEV. 50.00' .
NAIL IN: ___ .... ~--------....:
--~-----------
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Operation: State Road #
I Date: II County: I
Distance to nearest residence:
Number of homes within ha1f-mile radius: .
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmil1:
Wetland Information:
comments:
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COMPUT£0 LINE
f\.' BB"1 7' 15" [ .39 i 7 . .38' --------
STEWARTS CREEK NOT SURVEYED
BY REQUEST OF OWNER
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./' APX. 100 Y[AR FLOOD HAZARD LIMIT :--
274 Ac.+-
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