820173_Application - Split into Two Permits_20200716 (13)

J%
N4ME: TO�MY TYNDALL
CO�NTY: SA�PS��
TYFE �PEFATl���: 3040 �EA�-�EED��
TD[�L REQUlRED VOLU�E 141876 C� �T
* TOT4L �ESIGN VOLUME AV��LA8L� 2247��0 C� FT
E�TlMATFD:
VDLi}ME O� LA6�VN EXC�VATIC� 6778 �U Y2S
____
TDTAL FXCAVATION �778 CU YCS
YO�U�E OF PAD FlLL 408l Ci� YDS
VOL��E OF �A� 1312 CU YDS
��TAL F�LL 5393 Cij YDS
�OL��N OF CLA7 �lNE�
* THE DFSIG� IS LER
N�ED F�R ����T�ONAL MAT���AL FO� PAD 0N� EMBA�KME��T.

Operator:�O��Y TYN�ALL Cou�t�; SA��SC�
Distapce �� �aarest resi�ence (��her i��an �w�er):
1STEADY 1T4Tc �lVE WEIG��T
Date: 1O/29/93
�400.0 feet
0 sows (f*rrow to fin�sh> x 1417 lbs= 0 �bs
0 srws (farrow to feed�r> x 522 lbs= 0 lbs
0 �ead (finishin� orly) x 135
3040 head (wean to fee�er)
TkjTAL �TEACY S�ATE LIVE WEIG|�T (SSL�) = 91��0O ��s
��NI��M REQUrR[D TR�AT��NT VOi'U�E OF LA��O�
Ynll!e = 91200 1bs, �SLW x Tre����er� �olume(C�)/lb. SSLW
Treetment �olume(CF)/��, �SLW= 1 CF/lb, G�L�
V�l�/�'e = 912C0 c��ic feet
3T�RAGF VOLUM� FCR SL�CG� AC�i���ULATION
To�al des�g� vol��e usi�� prismoide� for�u�a
SS/E��P1 SS/E�D2 SS/SIDEl SS/SIDE2 �ENGT� WIDTH DEPT��
AREA OF TOP
W7�TH =
�740 1290
�REA OF BOTTg�
�14.0 690
78��6 (AREA OF RC�TO��>

5` �EM���ARY STORA�E REQUIRED
�9AINAGE A�EA:
Lagorp (Lo� of dike)
180`� 135.� 243O(/.O s�uare feet
5ui��i��s (rocf a�� lo� water>
0,O �,� 0.O sguare feet
5B. �c�v�� of wash water
T�is is the a�ount of fresh water �sed for washin� floors or vo�ume
o� fres� �ater used f�r a fl:sh sys+er. rlush systems t�a� recirculate
�he le�oo� water are accoun�e� for in 5A.
V"}e�e = 0`0 gallons/�ay *
�o�u�e = C'0 cub�c feet
18� days s�orage/7'�8 ga�lons
per C�
5CV�l�me of rainfall in excess o� evaporati�n
�se period of time when rainfall exceeds evaporation by larges� aMount
180 �ays excess rainfall = 70 �nc�es
Vol�me = 7`C in * DA / 12 inches i�er foc�
�/rlu�e = 14�7�,0 cubic feet

�OTZ: SE�� 4TTA[��Eg W4STE UTILTZATIgN PLAN
CO�MENTS: �

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 must 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 tha 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 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 50.80 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.80 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 36501 cubic feet or 273026 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.
G. 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:

U. S. Department of Agriculture NC-ENG-34
Soil,Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner —rMrn� T N DRY County 5Arvpsod
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation /D - zo - 4 3
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
Flood Plain: Flood Pl.ain
1
2
•/ooa
WonbS
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach At sur.-�oEN -FPtiL%aL of ST2ucTurL.-
WILL NOT E"NnfktiGFO LIFE of -Dft(YNR6£ `Rilgi KC -TgANrpoie.Y4Te)N-
'74F LA6noN W%L. Ir-1 i``c2AL Ho%a
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) (�
Dam Classification (I, II, III, IV, V)
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date // - 3 - 9 3
Date

SEE�����RECOM��EM��TIO@�
-----------------------
AREA TO B� S�E�ED: 1.5 �CRES
RE
(BEST SUITED CN CLAYEY �R W�T SDIL C��D�T�ONS>
SEEDING D�TES: S�P�EMRER 15 �� NOVE�BER 3C
() L�S` �ENSACOLABAHIA G�4�� @ 6C LBS./ACR�
(SEE FO�TN�TE NO" 1}
SEEDlNG �ATES: MARC: 15 TO JUNE 3O
() L8S, H�LLFD BFRMyDA GRASS @ 9 L8S/tC
(SUI�ED FO� ��ST S�IL CONDIT�ONS)
SF.E�ING�21Y 31
�5 LE}S, RYE SH�I% @ 30 L�S/ACRE (��URSERY FOR F�SC�E)
0 LBS` RY� SR4SS @ 4O LBS./�C�E (TE��P�R�RY VEGETATIO%�
SEE�IkJA�ES: ��CE�BER 1 T3 MA�CH 3�
AP��Y T�F cPLL�W��G:
OF 10-10-10 FERTILl.[� (1C0C LB�CREI
3 �ONS J� ��LgMITIC LIME (2 TON�/�C9�)
15� BAL�S
�F �MALL
GRAIN ST�AW
(10�
BALE�/��CRE>
ALL �i��FA�E
DR�INS
SHOULD
8E I�STALLEg
PR�OR TO
SFEDING
S;APE
4�L �}IST�RCE�
A��A
�MMEDIATELY
AFT�� ��R��
�3VI�G
�S �g��PLETED,
4PPLY �IME 4ND
FERT�LIZ��
THE�
DISK T�
PREPARE
SEEDB�D`
uPPiY
SEEC
AND
FIRM SEEDBE�
W�TH
A C�LTIP4CKE�
�R SI��ILAR EQU�P�E�T,
AP7LY
�1�LC�
Am�
S�C�RE �ITH
� MULC�i
A�CHORING T�OL
OR ����TING'
BAHk4GS
IS SLOWER
TO
ESTABLIS�
THAN C������
BERM�DA
GR��SS`
WHE�
�SIM�
BA�IA,
IT IS RECgMMENDEC
THAT G
L�S./��PE
OF COMMON
8ERMU�A
BE �NCL����
TO
PROVI�E
CO���R
�NTI� BA�IA��ASS
IS
FDTABL���FD,

U. S. MAETMDT OP AORIC1LTURE
Soft Coraorvotim Sorvieo
MC-EM6-40
Env. 7M
-K
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: %oMntiy Tyni>A« Date:
COunty: 3A M INS or)
Address:
Use of fa
Capacity:
Soil Type
Bench Max
®G S%PTort r act ov -
/80'
III OF EIAPt . 3. TO T
AYE. TO/ a.ET.
AYE. EOTTOY ELEY: /
/
�L LEME TY
(See bock for "LUM calculations) -
JE7ktawy
Bottom
Normal Liquid Level
Storage for normal Precip.
Nazilmm Liquid Laval
25 yr. Storm Storage
crest BSN
Max.Flov Depth
Freeboard
Top of Dam
r
Elev.
y-/.5
Elev.
5O.6
(+)
—
Ft.
Elev.
56.9
(+)
.-7
Ft.
zlev.
(+)
Ft.
Ft.
Elay.
5--_
THF--DES161) -A5 LARGEQ T4An IS nEBDE-iL 'eECAUSE of THE ne-ED
FoR MD0.E MATERIAL FoR -rar-e ppD Anb cnnQAlit nleeni

�Giahburcc\ (:quad
ION' L
149
,so
c
1 Williams Cep-\ \
e
Cem•Cem.
� I
.. / 1441
143 %
. •li e4liabara n o
1 /
47
151
` u _
. • � � r - ; `� a i�R� ��? _
5o i
149
n
/ice
J
I y1 I� BR f3 4 Gem,_
em ,
146
o o� ttt. \ ?
\
$ ` r
Gem
/46.

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. La con site (and pad site if
needed) to be stripped of topsoil (311gand stockpiled for use on dike
and pad slopes (2-311). 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" 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 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, the yy will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). 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.

US �e�ert�ent of Agriculture
��il Conservation Service
Designer GLE�N
��AMPS�N �ounty,
CLIFTON
Nort� �aro�ina
Checter
:
Cate ; 1C/29/73
�ob Num�er 3C6
L�GOg�
��C�VATI��
Si��I��F �������� 2
Centerline Station 1+00
O�IGI�AL DA�A:
SE�TIg� NU�D�� 3
Centerline Statio� 1+70
CO / 5O1 10�� / �9.9 20S� / 5O`3 3000 / 498

[�-;pr'�.!�
U� Depart�e�t of A�ric��t�re
Soil Corservaiion S�rvice

US �epartment of A�r�c��ture
Conservation S�rvice
SECTICN ;����3�R 2
Centerl1ne Station 2+�0
ORl��NAL �ATA:
1000
SECTI�N N��BE� 3
Cen�erline Station 3+00
ORI�I��AL CATA:
SF�TION NU��BER 4
Centerline Station 3+7O
O�I�INAL DATA:

SECT�O� �U��ER 6
�en�erline Station �+25
O�ICINAL DATA:
3�O'�

�,2'fer'L��
US Pe�artme�t of Agriculture
Soil Conservaticn S�rvire
S4�PSO�
C���ty,
Nort� �ar�l�na
De�i�n�r : G�F��
CL�FTJ�
Caie : 10/29/93
Job N���er 3�7
�ate
___
I�***�****�*�*******��***
PA� FILL
To� Left ��ght �ff-[L
��idth SS SS (ft)
| CL
| Sta
.
Dist
(ft)
| Area
| (S�Ft)
.
Vol��e |
(Cu`Yds) |
.
Area
(SqFt)
Vo�ume
(CuYds)
170
17() �P�
.
.
.
O,0
'

SCS•fU. S. DEPARTMENT Of AGRICULTURE
M.. S.70 7•
501E CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
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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 (311) and stockpiled for use on dike
and pad slopes (2-311). 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" 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 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 (i.e.-CL,SC,CH). 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.

Pa,;c 1 of 3
North Carolina Agricultural Extension Service
Ag-ri-Waste Management
Biological and Agricukursl Enginaring North C=hm State uwwrxity
LIVESTO(Z WASTE S KPLM , ANALYSIS AHD CAICM=ON
OF LAND APPLICATION RATES
James C. Barkar*
1. SAXPU COMECIIon
A. Semi -Solid Lot Manure
L. Scraped directly from lot into spreader
a. Yrom leaded spreader, collect sban 2 lbs of manure from
Uthaoot locations using monmstallia eollmetaso.
U. Pron stomp
a. Collect about 2 lbs of mature from under the surface crust
L.. avoiding bedding materials and using nonmetallic collectors.
B. liquid anew" glmoty
i. Under -slotted -floor pit
a. Extend a 1/2• nonmetallic cauduit open on both ends into
manure to pit floor.
b. Sul upper and of conduit (a.g., by placing a thumb over and
of conduit) trapping mature that has entered lover and, remove
and empty slurry into plastic bucket or nonmetallic container.
e. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonostaliie sample container.
. ii. Exterior storage basin or took
a. Katie sure smatiae has boot moll odmod with a ligaid maacae
ebopper-ogitstor pump or propeller a4tster.
b. =aba asMegles tram abort S sits Uestlems. teem oµutms prq
or teem mwrio arrooMr me g+IMS to a Pima* bad".
y` trI 1 0 Nor* Qmwlima State set
0airessltµ�Male md Agtiouisusal Na�motlmg
age. l+, NC.

I'ru;r ' of 3
I1. SAWIA PREPARATION AND TBANSTIR
(. A. Plase sample Lute an expandable container that can be sealed. )Ringo
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way,
S. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -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. ALL Eastern Agricultural lab, Inc. iii. Polyfoam Packers Corp.
7621 Vhitepine Road " 2320 S. Foster Avenue
Richmond, VA 23237 Vheeling, It, 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co, iv. NASCO
3313 Vinton Rood 901 Janesrillo Avenue
Raleigh, NO 17604 Fort Atkinson, VI 3.3938
Pb: (919076-3351 Ph: [phone]
F. Private 410047tioal labs are available, but sgmplo amlys" are costly.
G. TM NCDA prewides this service for North Carolina residents.
i. Address: North Oorelina Doprtmemc of Aplealture
Apeneaic Divisien
11aat/9"U/SolutLen Advisory section
Blue Ridge Road center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Bay Campbell '
ii. Forward $4 along with the sample.
iii.. Include the following identification information with sample:
a. Livestock species (dairy, swing, turkey, ate.)
b. Livestock usage (swine-musory, finishing; turkey -brooders.
.a, brooderhouse, grower, mmber flocks grown on litter; ate.)
c. Write type (dairy -lot scraped manure, liquid slurry; suias-Pit
slurry, lesson liquid, sludge; breilor-beuse litter, otealq►ilo
iv. Routine analyses performed on all Samples: N, P. X. Qa, VS# Ire,
s, F19, MR, ia, Oa, I
V. Additional analyses performed wpm request: a. lls. ad. f•B, kA

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