820173_Application - Split into Two Permits_20200716 (9)

1
WASTE MANAGEMENT SYSTEM
FOR
ANTHONY TYNDALL
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR:ANTHONY TYNDALL
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL
RESOURCES EVIDENT?
Yes
NO X
DESIGN REQUIREMENT:
143,97
---------
cu.ft
=5,311
---------
cu.yds.
ESTIMATE
OF
EXCAVATION:
135,837
cu.ft
=5,031
cu.yds.
ESTIMATE
OF
PAD:
94,365
cu.ft
=3,495
cu.yds.
ESTIMATE
OF
DIKE:
20,682
cu.ft
= 766
cu.yds.
ESTIMATE
OF
MATERIAL FOR
---------
SANDY -CLAY
LINER:
---------
= 0
cu.yds
ESTIMATE
OF
TOPSOIL REQUIRED:
= 0
cu.yds.
Ratio
1.2 : 1
---
Total Excavation
=5,013
cu.yds.
Job Class Designed By:
Date
Design Approval ►L/�� �� I9 V_ 9�

UNITED STATES
DEPARTMENT OF
AGRICULTURE
---------------------
SOIL
CONSERVATION
SERVICE
--------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERALINFORMATION
NAME ''
- ---- --` a - a- l 1 C_
------------------------
------------------------
TELEPHONE-------------------
LOCATIONJ` "3=
J
-------------------
SIZE OPERATION- qD-U
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NOk -
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES!---- NO= ---
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO'/
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO'- L
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO-Z
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-1-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED,ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE/
PLANNED AREA? YES'---- NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES- NO
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO ----
If yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER
.•......PREDOMINANT WIND DIRECTION? YES---- NO----
• ....... POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? NO----
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE /
CAPACITY? YES-C - NO ----
•••••...USING GOOD SOUND JUDGMENT IN .1
LAND APPLICATION OF WASTE? YES' IZ -- NO ----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES- /
NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED.BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES --- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE
ONLY IF SOIL INVESTIGATION
ONSITE?
IS A CORE TRENCH REQUIRED?
{Attach soil investigation sheet to
YES ---I,/ -
YES------ NO ---
YES------ NO------
QUESTIONABLE-----
YES------ NO ---
site evaluation.)
SITE APPROVED YES-'­�-- NO------ CONDITIONAL --------
o
COMMENTS -
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED. t'
SIGNATURES -- l "=�== ---- DATE y a�- L-
Page

Dperator:Anthony Tyndall County: Sampson Date: 08/01/94
Distance to nearest residence (other than owner): 1400.0 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
0
head
(finishing
only)
x
135
lbs. =
0
lbs
0
sows
(farrow
to
wean)
x
433
lbs. =
0
lbs
3040
head
(wean to
feeder)
x
30
lbs. =
91200
lbs
Describe other
:
0
Total Average Live Weight = 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
91200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment
Volume(CF)✓lb. ALW = 1 CF/lb. ALW
Volume =
91200 cubic feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove
Sludge
Volume =
0.0 cubic feet As Needed
4. TOTAL DESIGNED
VOLUME
Inside top
length (feet)--------------------- 190.0
Inside top
width (feet)---------------------- 135.0
Top of dike
elevation (feet)----------------- 47.5
Bottom of
lagoon elevation (feet)------------ 36.5
Freeboard
(feet)----------------------------- 1.0
Side slopes
(inside lagoon)------------------ 3.0 1
Total design
volume using prismoidal formula
SS/END1
SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0
3.0 3.0 3.0 184.0 129.0
10.0
AREA OF TOP
LENGTH *
WIDTH =
184.0
129.0 23736 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
124.0 69.0 8556 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
154.0 99.0 60984 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23736.0 60984.0 8556.0 1.7
Total Designed Volume Available = 155460 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 135.0 25650.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 166592 gals. or 22271.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14962.5 cubic feet

5D
A
7
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14962.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22272
cubic
feet
5B.
0
cubic
feet
5C.
14963
cubic
feet
5D.
14963
cubic
feet
TOTAL 52197 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
190.0
feet"
Inside top width____________________________>
135.0
feet
Top of dike elevation_______________________>
47.5
feet
Bottom of lagoon elevation__________________>
36.5
feet
Total required volume_______________________>
143397
cu. ft.
Actual design volume________________________>
155460
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.0
feet
Stop pumping elev.__________________________>
4�0
feet
Must be > or = to the SHWT elev.====______>
44.0
feet
Must be > or = to min. req. treatment el.=>
42.5
feet
Required minimum treatment volume=====______>
91200
cu. ft.
Volume at stop pumping elevation=====_______>
101801
cu. ft.
Start pumping elev._________________________>
45.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
140498
cu. ft.
Volume at start pumping elevation=====______>
139301
cu. ft.
Required volume to be pumped________________>
37234
cu. ft.
Actual volume planned to be pumped=====_____>
37500
cu. ft.
Min. thickness of soil liner when required=�(=>I
1.6
feet
DESIGNED BY: Lanier & Houston CHECKED BY: rnO'l/
DATE: Cal 1`1LI DATE: / �'
Aj
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*

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 waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. 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 45.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 37205 cubic feet or
278293 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
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 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 1.6 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.

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
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (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
0.0 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:
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.

09-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthony 'Tyn.cl t 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
*******************************************************************************
Bot
Width
Left Right Off-CL
SS
SS
(ft)
3:1
3:1
48.0
3:1
3:1
48.0
3:1
3:1
48.0
Lagoon Excavatii
CL
Dist
Sta
(ft)
i
118+.9
81
2+00
71
1 270+.8
)n Quanities
** EXCAVATION **
Area Volume
(SgFt) (Cu.Yds)
916.9
2700.9
881.5
5031.4
896.1
** FILL **
Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0
M 1

OFIRB 2/15/88
Designer
Date
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Anthony a7V rid.a 1 1
in
Sampson County, North Carolina
Lanier & Houston Checker
08/01/94 Date
Lagoon Excavation Profile
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 4+00
4+00 to 4+00 c\3cll24/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 46.1 100.0 / 46.0 200.0 / 45.6 300.0 / 45.7 335.0 / 45.6

OK -IRK 2/I5/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Anthony 'Tyncia.l 1
in
Sampson County, North Carolina
Designer : Lanier 5 Houston Checker
Date : 08/01/94 Date
Lagoon Excavation Quanities
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 118+.9
118+.9 to 270+.8 c\3c169/3
SECTION NUMBER 1
Centerline Station 118+.9
ORIGINAL DATA:
0.0 / 46.0 100.0 / 45.9 200.0 / 45.9
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.7 100.0 / 45.6 200.0 / 45.8
SECTION NUMBER 3
Centerline Station 270+.8
ORIGINAL DATA:
0.0 / 45.9 100.0 / 45.7 200.0 / 45.8
0.00000 ft/ft

OR -IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthoxny
Tynda 1
1
in
Sampson
County, North Carolina
Designer
: Lanier &
Houston
Checker
Date
: 08/01/94
Date
*******************************************************************************
Dike Fill Quanities
** EXCAVATION **
;
**
FILL **
Top
Left
Right
Off-CL ;
CL Dist ; Area
Volume
;
Area
Volume
Width
SS
SS
(ft)
Sta (ft) ; (SgFt)
(Cu.Yds)
;
(SgFt)
(Cu.Yds)
12
3:1
3:1
50.0
0+00 ; 0.0
;
31.0
152 ;
0.0
;
176.1
12
3:1
3:1
90.0 ;
1+52 0.0
;
31.5
187 ;
0.0
;
394.4
12
3:1
3:1
85.0 ;
3+39 ; 0.0
;
31.5
197 ;
0.0
;
599.3
12
3:1
3:1
100.0 ;
5+36 ; 0.0
;
24.7
162 ;
0.0
766.5
12
3:1
3:1
50.0
6+98 0.0
31.0

09-IRK 2/15188
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Arxthoriy 'Tyric"ia 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
Dike Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 47.5
Beginning Station = 0+00
0+00 to 6+98 d/3c112\3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.-6 100.0 / 45.8
SECTION NUMBER 2
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 45.6 100.0 / 45.7 135.0 / 45.6
SECTION NUMBER 3
Centerline Station 3+39
ORIGINAL DATA:
0.0 / 45.6 100.0 / 45.7 200.0 / 46.0
SECTION NUMBER 4
Centerline Station 5+36
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.0 200.0 / 46.1
0.00000 ft/ft
SECTION NUMBER 5
Centerline Station 6+98
/1T T(.T f1TT T1TTT .

Dike Fill Quanities (continued) 08/01/94
0.0 / 45.6 100.0 / 45.8
page 2

08-IBM 2115/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Anthony Tyrncia 1
1
in
Sampson County, North Carolina
Designer
: Lanier 5 Houston
Checker
Date
: 08/01/94
Date
Pad Fill Quanities
** EXCAVATION **
**
FILL **
Top
Left Right
Off-CL CL Dist ; Area
Volume
;
Area
Volume
Width
SS SS
(ft) ; Sta (ft) (SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
i
160
5:1 5:1
85.0 ; 0+00 ; 0.0
;
361.1
100 ;
0.0
1372.9
160
5:1 5:1
85.0 1+00 ; 0.0
380.3
100
0.0
;
3033.9
160
5:1 5:1
85.0 ; 2+00 ; 0.0
;
516.6
40 ;
0.0
;
3495.0
160
5:1 5:1
85.0 2+40 0.0
105.8

OM-IHM 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
An.thcaxny 'Tyricda 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
Pad Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to +30
d/5cll60\5
0.00000
ft/ft
+30 to 1+50
d/5cll60\5
0.00380
ft/ft
1+50 to 2+40
d/5cll60\5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.1
200.0 / 45.7
300.0 / 46.0
340.0 / 45.5
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 46.2 100.0 / 46.1 200.0 / 46.0 300.0 / 46.0 345.0 / 45.3
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.3 100.0 / 45.5 200.0 / 45.5 300.0 / 45.5 350.0 / 45.2
65.0 / 45.5 250.0 / 45.5
SECTION NUMBER 4
Centerline Station 2+40
ORIGINAL DATA:
0.0 / 45.5 100.0 / 48.0 200.0 / 48.0 300.0 / 46.5 350.0 / 45.2
c v n , A C O

PLAN OF EXCAVATED WASTE STORAGE PIT
Iit0 �A
County:
--r
Address:
\ EI OE SLOPE 3. TC I
W
'• `\ �� ��l 5 AYE. 10► ELEV.
Avg. [odor ELEV. /
L ENC1B I
/2y!
(S" boct for whir crlwlcticm)
J
Use of facility:
Capacity: Gafllons Pt3
Soil Type:
Bench Mark Descr pt on
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest M
Max.Flov Depth
Freeboard
Top of Dam
Elev.
Elev.
(+) Ft.
Elev.
M fo Ft.
M
Elev. �, 5
l

Iy�
d4-00
T7Plc,. -� secTtor
Q C. D
E
Cs r• I
c
�
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4 j-Spw
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o
trl
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8 I
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lmm� Norl. b,
;y�"� �+b •2 _46II II6•D
45.3 FI` aS R95S I� iK-S 4. •_
A�h 85 I '
4W — —I 49 0 H- -Q
1
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\:(
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• ��.. 1431
149
._.Clement � ��/. � \\ •qf � �._
— , Williams :, Ceim nz�.
Cem
43 i // \ 1441 ! /° J75
n- r
R _ ;»
15
Cem—"
u
G
1433 _ �IIIB
�, A Urtion
• � �n o
1
V45
BR 1
1432 - � ��• 1\\ � "
,.- � .. �/ 1. � ,,• �\
v - Cem:: \ i*177
_ Jr�.� �...•
1002
no

NAME: ANTHONY TYNDALL
COUNTY: SAMPSON
[YPE OPERATION: 3040 WEAN-FFEDER
`
TCTAL
REQUIRED VOLUME
* TOTAL
DESIGN
'
VOLUME AVAILABLE
ESTIMATED.
^
\/OiUME
OF
LAGOON EXCAVATION
VOLUME
OF
PAD EXCAVATION
VOLVMF
OF
CLAY LINER!
TOTAL EXCAVATION -
VOLUME OF PAD FILL
VOLJME OF DAm
143859 CJFT
_... ... ... __
253188 CU FT
-----------
6636 CU YDS
C rV YDS
_... .... ..... ____
74 CU YDS
6710 CU YDS
4735 CU YDK3
...... ... _
1730 CU Y[}S
* THE DESIGN IS LARGER THAIN JUS NEEDED BECAUSE OF THE
NEED FOR ADDITIONAL MATERIAL FOR PAD AND E�1BANK��ENT'

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ANTHONY TYNDALL COuntysAM ON
Community or Group No. Conservation Plan No._
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est.,Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements Above :Floodwater Above
Flnnd Plain: Flood Plain
Ft. Ft. % Ft. Ft.
i
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT ENDANGER LIFE
OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE LOCATED IN A_RURAL AREA.
APPROX. 30001 FROM SR 1006 AND APPROX. 1400T FROM JONES SWAMP.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) "
Dam Classification (I, II, III, IV, V)
By HERMAN RIGGS
name (title)
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 8/1o/93
Date

II
14149
91
i
150
r
f�
\ Cem `. WilliamsCem"
N Cam
0
143
r � ,
CemilBethabara-
1 • 1 -, iit
t
if
11 /
/51
\� oCem
r lr
149
I
I I 1\
\ �J -- -�;u _ /C �1✓ it ;
I /
-145
i
Cem:;_
L "
I 1
�.
1428 � /47
o. BR l33
:.Cem 146 i
I \ \ \>\ \\
1 �V Cem 143I 1�.
°i

t
✓.V1JY .iY? 8/- ,Tatr�rl ;-.1 T �� `` '
yp � f 9 .,•irk i'�.'+ � Y�.4 i �, l � �i �Gai� ..,.
del
1 (�
/*) ..
t jj ryZr � \ r
)NNn Fy , y 1
�•�`��'I��MrF )�)!"Y�!`f)I i / YpY I! '•..-.j fF )/ r \l
10
1p
/ s tl���, .✓f r frl � A X s A .A� ff.: _ I
J /x� i 97 f'��4 f ,•V ' t rr . �.� �1Mr�� ,l! ""�,..._.,._ _ i �Fp
4}Ir?sy Yt /i C 'r !r r i4} .{ , r+ry ♦ r r" - ---) ,r 1 �ifia''+
`! fbsr / / � :fir t .S /> ¢ � �. �� Y , i•1 R
Y,
£_3v � Ate.? i�'�� 9..�../ . ;' ,.. ! • r... _
U.S. DEPARTMENT OF AGRICULTURE
'. SOIL CONSERVATION SERVICE scs-A-16
2 -81
CONSERVATION PLAN MAP
Owner_AnTNan TVnDPLL
Y Operator 1 i'
/a�� County SA on State f1C Date E 2J93
� j{ Approximate acres Approximate scale
;* 0��j Cooperating with Conservation District 1f
I Plan identification Photo number
TAssisted by USDA Soil Conservation Service

SCS-EI4G-518 U. S. DEPARTMENT OF AGRICULTURE
Re, 5.70 SOIL CONSERVATION SERVICE
snu INVFSTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME nY any ";n'�F:�c. DISTRICT EAfn.Pson
DATE COUNTY 12Ar" 2 r
S. C. S. PHOTO SHEET NO. WORK UNIT "--'n?;i r,
WATERSHED AREA MEASUREMENTS
CROPLAND— ACRES PASTURE— ACRES l-lovJfr�;� H�aSE� _
WOODLAND —ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE-(Approx. scale 1"-_feet)
Locate rek,mc, Point +n center line of dam and Identity on sketch.
i
so
I
x
it
+1
SHOW
DEPTH
BORING NUMBER AND PROFILE
Make and Ilst dam -site and spillway borings Unit - (Am Pandd area and borrow pit borings - scoaraM with vertical red fine.
(Continued on bock when necessary) Shwa Wald table elevations on dam -site borings.
SCALE
1
2
3
11 4
5
6
1 7
11 8
9
110111111121113
14 1
15
16
17
118
119 1120
21
1 22
1128
Sm
Sh1
6fA
Si!I
SPA
Srv,
anti
z -3
Sr
Sri
Se�
C
`7
,
-
8L•
crt
SC
S1
GC.
CG
Sr
_S
5C.
ccr)
5G
Sr_
S _
SG
�G
SG
$cam
5C
G
C
c
- -
SCiL
L
C L
;Sr,
S",
G-
r"G
EACeBORING9 MADE BY SIGNATURE h TITLE"j!'-'J.`( .

Operator:ANTHCNY TYNDALL County: SAMPSON
Distance to nearest residence (other than owner):
Date: 07/26/73
1400"0 feet
1, STEADY STATE LIVE WEIGHT
0 sows (farrow to finish)
x 1417
lbs.
0
lbs
0 sows (farrow to feeder)
x 522
lbs.
= O
)bs
0 head (finishing only)
x 135
lbs,
= C
lK.;
0 sows (farrow to wean)
x 433
lbs,
= 0
10s
3040 head (wean to feeder)
x 30
lbs'
91200
lbs
TOTAL STEADY STATE
LIVE WEIGHT
(SSLW)
91200
lbs
2, MINIMUM RECL|lRED TREATMETT VOLUME
OF LAGOON
Volume = 91200 \bs, SSLW
x Treatment
Yolume(CF>/lb,
SKIN
Treatment Volume|CF>/lb. SSLW�
1 CF/lb,
SSLW
Volume = 71200 cubic feet
3, STORAGE VOLoFIE FOR SLEDGE ACCUMULATION
Volume = 0,0 cubic feet SLA/DGF ACCUMULATION NOT COMPUTED
AT OWNERS REQUFST, REMOVE SLUDGE
4" TOTAL DESIGN VOLUME AS NEEDED.:
Inside top length 200`0 feet ; inside top width 130,0 feet
Top of dike at elevation 51,2 feet
Freeboard 1`0 feet ; Side slopes 3`0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50`2 feet
Bottom of lagoon elevation 41.2feet
Seasonal high water table elevation 47,5 feet
Total design volume "sing prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/BlDE2 LENGTH WIDTH nEPTK.,
3.0 3,0 3.0 3.0 194,0 124,0 7.00
AREA OF TOP
LENGTH x WIDTH �
194`0 124`0
AREA OF BOTTOM
LENGTH xx WIDTH �
140.0 70,0
24056 (AREA OF TOP)
9800 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH *
4
167,0
97,0
64796 (AREA
OF MIDSECTION * 4)
CI, FT,
= [AREA TOP
+ K*APEA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
24056,0
61796.0
9800.0 1.5
VOLUME OF
LAGOON AT
TOTAL DESIGN LIQUID LEVEL
= 147978 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area -
Lagoon (top of dike)
Length X Width =
200 130 26000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 26000 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 91200 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 22326 Cubic feet
B. 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 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 15166.667 Cubic feet
D. Volume of 25 year — 24 hour storin
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 15167 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22326
Cubic
feet
5B.
0
Cubic
feet
5C.
15167
Cubic
feet
5D.
15167
Cubic
feet
TOTAL 52659 Cubic feet

5D' Volume of 25 year - 24 hour storm
inches / 12 inches per foot * DA
Volume = 15166.7 cubic feet
��TAL REQi!�.ED �EMPnRARY ST��AGE
22�2� cubic feet
cujic feet
cubic Pt
5�, 151��7 rub�c feet
TOTAL 526s9 cubic fept
�otal required volune 143857 cubic feet
Tota) design �olAme evail_ 11777C cubic fe-t
Min, re�, treat�ent volume plus s�uIge ecc"m"lation 9120� cubic ft
At ele`/, �7.6 feet ; :olume is 9��7� ru��c feet (en� pumpin�>
Total �esign volume �ess 2�yr-24hr storn js 132811 cebic feet
At ele��, I9,".5t feeV�leme is 131�02 r�bic fee� (start pusp����
��easonal �igteble elevation 47"5 feet ^
7, DESIG��D C BY
/���
/'~^
�
.�OTF: SFF ATTArHED �4STE UTILIZA�I!N PLA�
COMME�TS:

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHI,A GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER, 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12.0 LBS. HULLED BERMUDA GRASS @ B LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER, TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED 'THAT 5
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

O�'Vpr'i.44
��S Department of ���riculture
rrnservatiop Service
CROSS-SECTIO� D4TA
T7TY CALCULATI�@S
prepared for
�������� 1.1 K Al 12��
SAMPSOm C""rty,
North
�erolina
gesigrer :
GLENN
CLIFTnN
Checker
O7/26/9�
�ate
Job Num�er
�O7
**���********��***��*�*����*��***���*��**���*�***����******��*********�
LAGOpN FXCAV4TIOm
TEMPLATE DATA:
ing Elevatior
�eqinninO 4.or
=
A.
1+2� t� 2+OO
C\3CL1�4/3
000()00
ft/ft
C�3Ci!1
0,00O0O
ft�ft
��E�T7�� mUM8ER 1
Centerline Sta+ir�
�+20
ORIGINAL DATA:
20O`C
SECTION ��UMBER 2
Cerlterlne Station
2+00
CRI�7��AL DATA:
2? j / 49'1
300.�
/ 43,2
4�O`O
� �8"1
500.0
/ 49,0
SEC�ION �UMk3EF 3
Centerline Station
2+81
CRIGINAL D4T�:
300`O
/ 48,2
�()0.0
/ 49
49,4

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
M TNT -T- i-1 M w"I"al -7 me, TNT 1:1621o_1-.-
in
S. County, North Carolina
Designer
: GLENN CLIFTON
Date
: 07/26/9:3
Date
Job Number
007
LAGOON EXCAVATION
' *� EXCAVATION ** '
/ '
** FILL
**
Bot
Left Right
Off-CL | CL Dist | Area
Volume |
Area
Volume
Width
SS SS
(ft) | Sta (it) | (SqFt)
(Cu,Yds) 1 (SqFt)
(Cu'Yds)
114
3:1 An
. .
310`0 | 1+20 | 1053'4
.
|
0,0
' �0 '
/ /
3197,1
114
3:1 321
310,0 | 2+00 | 1104,6
' 81
6636,4
114
3:1 3:1
310,0 | 2+31 | 11BS,2
|
0`0

DEPARTMt.:NT OF W-IRrCULTURE lNC-ENG-12
Soil Conservation Service Rev. 6/92
EARTHWORK COMPUTATION SHEET
NAME : ANTHO@Y TYND4LL
SETTLED TOP DIKE ELEVATION 51,2
TYPE EARTHWORK:
X Dike
SS
12'_Top:
Excav:
Pacl
_3:1_
_
___ ___
SUM OF
DISTANCE
[)OUnW
STATION
FiEV`
FILL
END AREA
GROUND
HFIGHT
(Sq. Ft.)
END 4PF4q
(feet)
VOLUME
___ _
... .... _______________,________________________
_..... ... .....
____________
47'8
-------
3,4
75,18
e
3.1
66.03
111"51
106.00
1500C
106
48`1
212
49,0
2"2
40"92
106.95
106,00
11337
354
48`2
3.0
63.00
103,92
142,00
14757
460
48,2
3'0
63,00
126.00
106.00
13356
3.2
69.12
132.12
106,00
14005
566
48,0
708
47.8
3"4
75,48
114"60
142,00
2053::!;
.............. ______
708W0 88987
1, Double
Volume of Fill
=
44493,7
Cu,
Ft.
2. Volume;
of fill (lire 1/27)
=
1647.9
Cu'
Yd.
3, Allowance
for settlement(5%)
=
92,4
Cu.
Yd=
4` Total Cubic
Yds (2 + 3))
1730,3
Cu.
Yd.
Computed by:
GLENN CLIF
1- 01\1
Date:
07/26/93
Checked by:

U� �e�ar�m��t of Agriru�tvre
Sc;il ComservatiLwn Service
CROCTIOm DATA
U]�ANTITY C4LCULATIONS
irepared f"r
i�
SAM7SON County, ��rth Carolina
Cesigner : GL�NN �LI�T[}N ��ecter
1Dat9/93 �ate
Jn� @�m�er C13
*********�*�*��*
PAD F�LL
TEM�LA�� DATA:
Beginni�g Elevatior � sl.9�
Beginning Station 71
+71 to 1+20 �/4CL170\4 0.00o0� ft/ft
1+20 to 2+0O �/4CL170\4 -`00250 f�/ft
2D/4C L'i70\4 -,0025C f�/f�
2+30 to 2+65 D/4[�L17�\1 12,0�C()C ft/ft
SEC iION MUMT.ER 1
C�rterline Stati"n +�2
O���IN0L DATA:
50-C / 8 1C�.O / A82 47,7
�errer��re zi r if Zv
O�IGI�AL gA��:
SECT�ON ��M9ER 3
Center�in� S+atior 2+0O
pRIGIN4� P�TA:
2000
SECTIC, mUMBE� �
Centerline Stati��n 2+3C
�R[GINAL gATA:
48.(> 2O11.0 / 48.1 30O,O / 48`0 4O00 / 483

PAD FTLL (crrtinuea} 09/0... /.... 3
pa�e 2
SECTInN L.MIJ E.R �
Cer�erline Stetion 2+�5
O�I"IN4L DAT":

Cld-YprL` f
US Departmen� of Apiriculture
�oil C"nserv�ti�n 9ervire
PLANNED
ONTITY �#LCUiAT�3�S
prepared for
in
SAMPSON
Coe�ty, �orth �arolina
�}esig�er
: GLE�� CLIFT�m
Chec�er
Date
: O8/09/93
Date
Joh mu"ober 013
**AK*
""K***
***FX*
PAD �IL�
' ** EXCAVAT�g�FILL
'
F,�
TQr7
Left ht
OfF -CL |
L. Cis� | 4r�a
��le�e
|
4rea
Y�le�oe
^!i1: t�
SS ��S
(ft) |
Sta |ft) | (���Fti (Cu`Y�s>
|
(S�Ft)
(��`Y�s)
.
.
.
l720"�
720C
`
2
74.8
0,u |
1735,I
2+65

U. S. oE►ARTRERT Or AGRICULTURE
Solt Con"rvatim Service
RC•ENG-<G
Rw. 7/91
K
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: An-rHony _r4nDALL. Date: 8/9/93
County: $AMVSon
Address:
Use of fa
Capacity:
Soil Typo
Bench Mar
,20' WE'ST of Coane2 .zn DiTcr/ 3.on K..
sl of sus e , 3" To 1
1.2.. AVE. TOP ELEY.
\ f I
RCTM /Y6'
Mw back for votum caLaAation )
/(0+4 Ala
4
Bottom -
Elev.
`ti I. L
Normal Liguid Level
Slev.
45.5
Storage for normal Precip.
(+)
Ft.
Maximum Liquid Level
Elev.
49.S
25 yr. Storm Storage
(+)
,'7
Ft.
Crest WN
Elev.
Max.Flow Depth
(+)
-
Ft.
Froeboard
(+)
1,o
Ft.
Top of Dam
Elev.
gi,z
-FIB"
_15LEV.
Stl• O
7HE -DESIGn I.S LARGEEk THAn IS neeh E�
$QGAVSE
cF THe.
✓)e&.b
Foe mope nA ATe­g d L FOP_ THE PA] An4
Crh&AnkHEn7.

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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be 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 roust be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended the the treatment lagoon be pre —
charged to 1f2 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 pre —
charging is completed, 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 B) before land application.

3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 49.50 as marked by permanent markers. Stop pump —out
when the fluid level reaches elevation 47.60 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 37492 cubic feet or 280443 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 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent.
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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 responsibility for enforcing this law.
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (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 sarthfill 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" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps—foot roller
-
during placement. The embankment of the la.goon 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 0 ) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.—CL,SC,CW). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

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Attachment B
?age 1 of 3
North Carolina Agricultural Extension Service
.Agri -Waste Management
• . to •• r-
James C. Barker*
I. SASPI CCLLE=05
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of m-TM•re from
different loearicas using ua m<etal/ic Collar -cars..
ii. From storage
a. Collect about 2 lbs of =am=* from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Maamre Slurry
IIader-slotted-floor pit
a. Extend a 1/29 nonmetallic conduit open on both ends into
manure to pit Moor.
b. Seal-apper and of conduit (a.g., by placing a thumb over and
of conduit) Wapping manure that has entered lover and, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsample-s from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
a
U. Exter€or storage basin or tank
a. Make sure manure bas been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manura spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

Attachment B
Page 3 of 3
ZI. -AMPLZ PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in icg, refrigerate, freeze, or transfer to lab quickly.
C. Band -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i, AFL Eastern Agricultural lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611 5
Ph: [phone]
Attn: Dr. Ray Campbell
U. Forward-'$4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
broolerhouse, grower, number flocks grown on litter; etc.)
R
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, Fe R,Ca, Mg. a,
S
v. Additional analyses performed upon request: DM. MO, Cd. NJ, Pb