360009_PERMIT FILE_20171231

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr.1 Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Yates Witherspoon
Witherspoon Dairy
610 Saint Mark0s Church Road
Bessemer City NC 28016
Dear Yates Witherspoon:
ITfflkz!�W,j
0
A&4
FICE
0"W,Ew
N C D '41 OF'
NORTH CAROLINA DEPARTMENT OF _'n
ENVIRONMENT AND NATURAL RE50URCE5 '
February 20, 2002
W.1
FEB 2 2 2002
Subject: Removal of Registration
Witherspoon Dairy
Facility Number 36-9
Gaston County
This is to acknowledge receipt of your request that your facility no longer be registered as an animal waste
management system per the terms of ISA NCAC 2H.0217. The information you provided us indicated that your
operation's animal population does not exceed the number set forth by 15A NCAC 2H .0217, and therefore does not
require registration for a certified animal waste management plan,
Under 15A NCAC 2H .0217, your facility is deemed permitted if waste is properly managed and does not
reach the surface waters of the state. Any system determined to have an adverse impact on water quality may be
required to obtain a waste management plan or an individual permit. You are reminded that a discharge of wastes to
the surface waters of the state will subject you to a civil penalty up to $25,000 per day.
Should you decide to increase the number of animals housed at Your facility beyond the threshold limits
listed below, you will be required to receive approval from the Division of Water Quality prior to stocking animals
to that level. Threshold numbers of animals are as follows:
Swine
250
Confined Cattle
100
Horses
75
Sheep
1,000
Poultry with a liquid waste system
30,000
If you have questions regarding this letter or the status of your operation please call Sonya Avant at
[phone] ext. 571 or Steve Lewis [phone] ext. 539.
Sincerely,
'y
orpe, Ph.D.
cc: Mooresville Regional Office
Gaston Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity AMrnmtive Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Env ' ironment
and Natural Resources
Division of Water Quality , -
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Yates Witherspoon
Witherspoon Dairy
610 Saint Mark's Church Road
Bessemer City NC 28016
Dear Mr. Witherspoon:
���NT, HEALTIV
0 KA,9r7P_AL RVZOURCFC�
rail) I Z;
Ogg
W umul ormi NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE:sOURC:E:S
September 14, 2000
Subject: Application No. AWC360009
Additional Information Request
Witherspoon Dairy
Animal Waste Operation
Gaston County
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional
information is required before we can continue our review. Please address the attached information request by
October 14, 2000. 1 have been in contact with your technical specialist before the date of this letter. He is aware of
most of the comments presented and has been working with me to provide the information/clarification necessary.
There are a few more items that need addressed that were noticed upon further review of the application package that
he might not yet know about. The attached comments summarize the discussions with your technical specialist and
also incorporate some additional requests.
Please note that all NVUP revisions musi be signed and dated by both the owner and the technical specialist
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed. and submitted in duplicate to my attention at th ' e address below. The information
requested by this letter, must be submitted on or before October 14, 2000 or the Division will return your application
as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating
without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation
of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regrarding this req uest,pl ease call me at [phone], extension 371.
1 -
Sincerely,
'U 'AL
Marie Doklovic, EIT
Environmental Engineer
Non -Discharge Permitting Unit
Enclosures
cc:
Robert Gordon, Gaston Co. NRCS
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consu mer paper

Application No. AWC360009
Witherspoon Dairy
Attachment Page I
Pemit Application CommentslRequests
1) The Waste Utilization Plan (WUP) is not signed by a technical specialist. Please have a technical specialist sign
and return the attached form. Note that several items below will be incorporated into your WUP and your initials
will be required for the amendments as well.
2) We were unable to locate all of the required NRCS specifications (total of 23). A technical specialist should be
able to incorporate or verify that these 23 specifications are in the V*rUP,
3) The application windows for each crop are not clearly shown, Please indicate in the W -UP, the application
windows available for the land application of animal waste for each crop. Attached is one of the references the
Division uses for application window guidance. The actual application times for each crop will be dependent on
climate and soil type and may be somewhat "off"from what is shown in the table. If they are very far "Off'
from our reference, provide a copy of the supporting reference used for our records Oust the page(s) where the
information came from).
4) An irrigation parameter sheet was located, but it did not specify an application rate (in/hr). Other areas of the
application package listed 0.4 infhr as an application rate. The Division considers the VrU`P to be a very
important document used by the waste applicator for environmentally safe waste management. We need to
ensure that all items required by the regulations are in the WUP and understood by the farm owner before we
grant a permit. Please have a technical specialist incorporate the irrigation parameters into the AMP. A sheet is
attached that could be used, if desire4:1� for ease in our review and in gathering and incorporating the information
from Items 3 and 4 into the W`UP.
5) It is unclear about the units of the small grain nitrogen requirement shown on Page 6 of the W"UP (shown in
lb[bushel) versus the units for the Crop Yield Per Acre column on Page 7 of the WLJP (possibly tons?).
Typically the nitrogen requirement and the yield are multiplied together to provide the Needed Lbs N/Acre.
This may have been done differently in your plan, but please have a technical specialist verify the numbers to be
sure.
6) In Table 1 on Page 7 of the W`UP, the first three lines of the table have typos for the Crop Yield Per Acre
column. The yield should be 14 tons for Fields I and 2 for CS. The 3.6 in the first line should be pushed down
to the SG line for Field I - This may or may not affect the rest of the table. Please verify.
7) In Table Ion Page 9 of the VVqJP, different totals for the Needed Lbs N/Field, Lbs'N Waste Available and
Commercial Lbs N/Field columns were calculated by us. The column of most concem is the Lbs N Waste
Available as it is totaling to more waste application than produced.
a) Along with the above, please verify the numbers presented in the summary table on Page 13 of the V�rU`P.
Please remember to initial the changes along with the technical specialist. Alternatively, if the W ­UP is resubmitted
in its entirety, it is acceptable for you and the technical specialist to only sign the certification pages. Thank you in
advance for helping to simplify the Division's review and subsequent approval of your application.

WASTE UTILIZATION PLAN
AGREEMENT
NAME OF FARM: WITHERSPOON DAIRY
OWNER/MANAGER AGREEMENT
ON 7,17-0,
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved Animal Waste Utilization Plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the Waste
Treatment and Storage System or construction of new facilities will require a new certification to
be submitted to the North Carolina Division of Water Quality before the new animals are stocked.
I (we) also understand that there must be no discharge of animal waste nutrients fi-orn this system
to surface waters of the state from a storm event less severe than a 25 -year, 24-hour storm. The
approved plan will be filed on site at the farm office and at the office of the Gaston Natural
Resources Conservation District, and will be made available for review by the NC Division of
Water Quality upon request.
I (we) understand that I (we) must own or have access to irrigation or other equipment, to land
apply the animal waste described in this Waste Utilization Plan. This equipment must be available
at the appropriate pumping time such that no discharge occurs from the lagoon in a 25 -year, 24-
hour storm event. I (we) also certify that the waste will be applied on the land according to this
Plan at the appropriate times and at rates that no runoff occurs.
NANIE OF FACILITY 0
Print)
SIGNATURE:
e- 5 JAII
NANIE OF
NLkNAGER: (Vdjffi C71:6 tm mvi all!
SIGNATURE:
DATE:
DATE:
AFFILIATION: Gaston NalUrA Resourcts Conservation District PHONE: [phone]
AGENCYADDRESS: 13D-3—Chero3illeML,,hway,Dalips,Ngrlb Carolina 28OL4
SIGNATURE: DATE:
Gaston Natural Resoarces Conservation District Plan Approval
Witherspoon Dairy December, 1997
Gaston County, NC 14

Table 3. Crops useful for waste utilization and their maximum uptake period.
Crop
Uptake Period
Corn (grain)
May -July
Corn (silage)
May -July
Sorghum (grain)
May -July
Feb.- April
Small grains (grain)
Small grains (hay, pasture) Feb. - April
Soybean
July -Sept.
Cotton June -August
Tobacco May -July
Bermudagrass (hay, pasture) May -Sept.
Tall fescue (hay, pasture) Sept.- Nov., Feb.- April
Alfalfa (hay) May -August
Annual ryegrass (hay, silage, Feb. - April
pasture)
M i I let (hay, si lage) - (DW �L May -August
Application should occur no more than 30 days before planting, or green up of perennial
forages
Irrigation Scheduling
Irrigation scheduling is the process of answering two basic questions:
• Do I need to irrigate?
• How much should I apply?
-----> Determining When to Irrigate
There are four basic questions that should be answered when deciding to irrigate:
I Do I have an actively growing crop? (Or will a crop be planted or active] start growing
y
within 30 days),,� 4
�� P"'WI.&N"
2. Do I have a nitrogen deficit remaining for this crop cycle? ctj V-�/ 1�
3, Is the liquid level in my lagoon above the minimum storage depth?
4. Are my land application fields dry enough to be irrigated?
If the answer to all four question above is yes, then you should obviously schedule an irrigation.
The answer to questions I and 3 are straightforward and should be easy to determine. Question 2
0
requires a knowledge of how much nutrients you can apply and how much has already been
applied. This will be addressed further in the section on Record Maintenance. Determining
CP
NCSU Nutrient Management Manual North Carolina Cooperative Extension Service
10-5

WASTE UTILIZATION PLAN
Application Windows
CROP APPLICATION TIME
Corn Silage
Winter Rye
Fescue Pasture
Bermuda Pasture
Small Grain
Orchard Grass
Application of Waste by Irrigation
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by the initial soil
moisture content, soil structure, soil texture, water droplet size, and organic soli.ds. The
application amount should not exceed the available water holding capacity of the soil at
the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
The following table is provided as a guide for establishing application rates and amounts:
Tract/Field Hydrant Application Rate (inches/hour) Application Amount (inches)
The application amount 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 can not be applied because of the nitrogen
limitation. The maximum application amount shown can be applied under optimum soil
conditions but must not exceed I inch.
Witherspoon Dairy
Gaston County, NC

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
March 15, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Yates Witherspoon
Witherspoon Dairy
6 10 S aint M ark's Ch urch R oad
Bessemer City NC 28016
Farm Number: 36 - 9
Dear Yates Witherspoon:
INTOVAJ,
IT
A&4;1 0 2
A _ 4=00-%=010 k
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Witherspoon Dairy, in accordance with G.S. 143-215. 10C, must apply for coverage
under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the
attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular
Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified. by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application,
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. 'Me completed package should be sent to the following address:
a
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Alan
Johnson with the Mooresville Regional Office at [phone].
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Mooresville Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 16% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Yates Witherspoon
Witherspoon Dairy
.610 Saint Marks Church Road
Bessemer City NC 28016
Dear.Mr. Witherspoon:
V4 -C- Dl&ri'- tit
0"WONMENT, 14RALTM
a NA7-U1L&,L RESOURCES
-&p 29 .20OU
A&
UMM CFO r4CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONmEN-r AND NATURAL RF-50URCE5
September 27, 2000
Subject: Application No. AWC360010
Additional Information Request
Witherspoon Dairy
Animal Waste Operation
Gaston County
Mr. Robert Gordon contacted me this morning about our additional information request letter dated September 14, 2000
regardin2 vour animal permiz application. He had indicated that your farm is below the threshold requiring a permit per 15A
NCAC 2H .0200 (100 confined cattle) and you wish to be removed from our active registration database. If this is the case, I
have enclosed a Request for Removal of Registration that can be submitted back to us in lieu of completing the items
requested in our previous letter.
There is no penalty or fee for removing your registration. If in the future an increase in population were desired, the same
pel'Mitting process would occur, as you are involved with presently, However, a permit would be required before the
population increased over the 100 head threshold. Pimse note that if you would like to continue with obtaining your permit
for a 108 head diary facilitv. the additional information requested in our September 14, 2000 letter will still be required.
I -
Please submit either the requested information for your permit application or the enclosed Request for Removal of
Re6stration form bv October 13. 2000, If you have any questions regarding this request, please call me at (919) 7313-5083,
extension 372.
Sincere]),.
DJ, Mi L
Marie Dok-lovic, EIT
Envirortmental Engineer
Non -Discharge Permitting Unit
Enclosure
cc: 0k10-16hrison, Mooresiii LeKe-9 on��Loffi�ce.-)�'at6r-Quality-(.w/o-En-c-]---)'
Robert D. Gordon, Gaston Natural Resources Cons, Dist. (w/o Encl.)
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

REQUEST FOR REMOVAL OF REGISTRATION
The followinLy far -n does not meet the 2H .0200 registration requirements. Please inactlivatt this
i�acihzv on the rl-gistration database.
rac-;Iiiy Number:
Fa4=,. N-ame:
Owner:
Mailine Address:
coumv:
I h; -z ODe 7-ati on is'
I
vasturc o-LA3, (no confinement)
wry !j!ity poultry oper-ation
out ol'business/no animals on site
closed out per NRCS standards
below the threshold aess than 250 -swine, 100-confi=d Cattle, 1000-sh=p or
30,D00-PDUlUY With a liquid animal waste manag:mttnt system)
Co 7----nenls:
I am zware that even ihouzh I may a�alif%, to be removed from the animal on-trations re6stration database, dhe
Diremx of the Division off lk'ater Qualin, (DWQ) may still require me to obta�in a Certified Animal Wzsz:
.Manaz:Tntni Plan (CAW -N12) mr an individual permit for this faciliry. This decision will be mad-- based or, L-�Js
actual or D=em�a], irnDazts on sur.a:-- waters of the State of.North Carolina. I am also aware that shouid L
I .: I at or below the -oneinally rez;siered nurnb--,- of animals, I am recuir:d
ir fr! PJ1UT-:, 0--ZlOt 10 TtDODUMic th;s facilir%
to ob-.zin a CA'�AW-,? and rcquesi reactivation of the fac-ibry from the DWQ prior io stocIdne animals. Ary exparsion
to ih�-r facility would mcuLre- Me 10 aT)Vj)'T01-, and obtain a pertnti prior to expansion.
Sig,nature:
com-oltied fonn to -
Date:
N.C. DIVISION' OF WATER QU-kUTY
N ON'DISCHARGE BRANCH
1617 MAIL SERVICE CENTER
R-ALEIGH. NC 27699-1617
ML I NDPVL
RR -?J -QS

'V NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DiviSION OF WATER QUALITY
MOORESVILLE REGIONAL OFFICE
WATER QUALITY SECT ION
April 20, 2000 & ?[A-AmAi. tz�=mr%R
Yates Witherspoon APR 2 6 2000
610 St. Marks Church Rd.
Bessemer City, NC 28016 O!""Zi OF KXMIL1,7,;i
M6 U tiou,
Subject: Notice of Violation
DWQ Animal Operation Inspection
NCGS 143-215. 10 (c)
Witherspoon Dairy, Facility #: 36 - 09
Dear Mr. Witherspoon:
Mr. Alan Johnson of this Office conducted a site inspection of your facility
on April 18, 2000. In general, the facility appeared to be in good condition.
However, based upon his inspection of your records this letter is being issued as a
Notice of Violation for failing to have the fall 1999 waste analysis available for
review. Failure to make available required records for review during an inspection is
a violation of North Carolina General Statute 143-215. 10C and North Carolina
Administrative Code 15A 2H. 0217 (d).
It is requested that a written response be submitted to this Office by April 26,
2000 indicating the actions taken to correct the noted violations. Please address your
response to the attention of Mr. Johnson. If you have any questions concerning this
matter, please do not hesitate to contact Mr. Johnson or me at [phone].
arcement
nator
Sincerely,
D
D. Rex Gleason, P.E.
Water Quality Regional SupeNisor
019 NORTH MAIN STREEMF MOORESVILLE, NORTH CAROLINA 281 11S
PHONa7o4.sG3-1699 FAX[phone]
PORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I 0% POST -CONSUMER PAPER

FA
Lim. WA
.,NCDEN'R
JAM9a S. HUNT JR.
j'�OV'KRNOR
A I
fi-L' HOL.MAN
SECR11TARY
KERR.T. Sbrevrms
DIRIZCTOR
r
L
Yates Witherspoon
610 St. Marks Church Rd.
Bessemer City, NC 28016
Dear Mr. Witherspoon:
. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsoURCES
DIVISION OF WATER QUALITY
MOORESVILLE REGIONAL OFFICE
WATER QUALITY SECTION
April 20, 2000 .
Subject: Notice of Violation
DWQ Animal Operation Inspection
NCGS 143-215. 10 (c)
Witherspoon Dairy, Facility #: 36 - 09
Mr. Alan Johnson of this Office conducted a site inspection of your facility
on April 18, 2000. In general, the facility appeared to be in good condition.
However, based upon his inspection of your records this letter is being issued as a
Notice of Violation for failing to have the fall 1999 waste analysis available for
review. Failure to make available required records for review during an inspection is
a violation of North Carolina General Statute 143-215. IOC and North Carolina
Administrative Code 15A 2H. 0217 (d).
It is requested that a written response be submitted to this Office by April 26,
2000 indicating the actions taken to correct the noted violations. Please address your
response to the attention of Mr. Johnson. If you have any questions concerning this
matter, please do not hesitate to contact Mr. Johnson or me at [phone].
------ 4�1- cc: Compliance/Enforcement
Regional Coordinator
File
Sincerely,
D. Rex GleaesP.E.
Water Quality Regional Supervisor
GIB NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 2811 5
PHONE [phone] ego FAX[phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EmpLOYER - 50% RECYCLED/10% POS-r-CONSUMI!R PAPER

[3 Division of Soil and Water Conservation - Operation Review
[3 Division of Soil and Water Conservation - Compliance Inspection
[EL.Division of Water Quality - Compliance Inspection
[3 Other Agency - Operation Review
WROutine 0 Complaint 0 Follow-up of D%VQ inspection 0 Follow-up of DSWC review 0 Other
Facilitv Number Date of Inspection 24 hr. (hh:mm)
Time of Inspcclion
.[3 Permitted 41,,Certified (3 Cnnditionally Certified [3 Registered JE3 Not Date Last Operated: ..........................
FarniName: ........... ........................................................... County: ........ ................... ......................
Owner Name". - d+-�,
I ........... -
.............. �J-A� . . ........ ....... P \ ..... . --, ... :�� ... I ........................
:5;;�f Phone No.
FacilitvContact: ........... ............................................................ Title: ........... -- ..................................... ...... Phone -No . ...................................................
Nlailing Address: ......... ....... .......... .............. ...... .... Z.K .6
Onsite Representative: ......... Y. xa .... ................. k .............. Integ,rator . ............................................................. j ...................... .
Operator Certification Nuniber—.2-L:Q.Q..,..S ........
Certified Operator . .............
Lociiian of Farm:
I A,
...................................................................... I ........ I ............................................................... ........... .............. I ........... .................... --l'... ..............
.............. !Ll .................................. I ............. ......... ................... I ...................... I ................. . . . . ..................... ..............................
ude 0 Longitude
Design Current
awlitr capacity I-opulation
E] Wean to Feeder
E] Feeder to Finish
E] Farrow to Wean
[D Farrow to Feede�_
[] Farrow to Finish
E] Gilts,
E] Boars
Design Current
Poultry Capacity Population
Laver
Non- aydr
JED Other I
Design Current
Cat4e Capacity Population
ED:, i i ry I 1pb 1 -70 1
1[:] Non -Dairy I ' I I
Total Design Capacity
Total SSLW
P�um her of Lagoons 10 Subsurface Drains Present 110 Lagoon Area JE] Spray Field Area 1
Holding Ponds / Solid Traps No Li—quid Waste Management System
Discharee- & Stream Impacts
1. Is any discharge observed from any part of the operation?
Dischar-C ori-inated at: El Lagoon [I Spray Field El Other
a 0
a. If discharge is observed, was the conveyance man-made'?
h, If discharge is observed, did it reach Wotcr (IfffiC State? (If yes, notify DWQ)
c. If discharge is observed. what is the estimated flow in gal/inin'!
d. Does discharge bypass a lagoon SyStCM? (if VCS, 110tiN DWQ)
2. Is there evidence of past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? gSp illway
El Yes NP No
0 Yes 0 No
0 Yes 0 No
El Yes El No
El Yes 0 No
El Yes gNo
[I Yes )K No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:
Freeboard(inches): ............. ................ .................................. ................... . ..... ......... ................................... ...................... ............
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage. etc.)
3/23/99
El Yes 1� No
Continued on back

4
iFa-cility Number: Date of' I nspvction
6. Are there structures on'site which are not properly addressed and/or managed through a waste management or
closure plan'?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any ofthe structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintcnance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11, Is there evidence of over application? [] Excessive Ponding PAN
12. Crop type
13. Do [he receiviniz crops dificr with those designated in the Certified Animal Waste �'Vlanagement Plan (CAWMP)?
14. a) Does the facility lack adequate acreage for land application?
b) Does the facility need a wettable acre determination?
c) This facility is pended for a wettable acre determination?
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Retluired Records & Doctiments
17. Fall to have Certificate of Coverage & General Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ic/ WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ic/ irrigation, freeboard, waste analysis & soil sample reports)
20, Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?,
(ic/ discharge, freeboard problems. over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on-site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
E] Yes 10 No
[]Yes 0 No
CJ Yes 0,No
Ej Yes A No
El Yes No
E] Yes ja No
(—] Yes No
CY Yes N6
El Yes E] No
C]Ycs ONo..
(:]Yes 29-Lqo .
[] Yes &No
[—] Yes 9 No
Yes )KNo
Aves,#No
Yes 1� No
Yes &No
El Yes tf No
C1 Yes lb No
Ej Yes No
C:] Yes No
K(i, * it �1 �i t id ti s, ' o* e, d, i�h ........ *'(�tiD . . . . . . . W1 .......... yo, ii , W'J I I ..... � ijd­fU't6
jcje�ndt
.1 jtio(eq O(w g 411is'Visit, tebohc
... ........ ... ... .... 2 ...... . .. ...
............... ...............
eoirisjp�fid6*e'albb; Uk thLWV1s1t_`-'.
C
Comments (refeir to queifi�itift): E�pllain d6y YESahsw_irs_aW&or an' n-- kh t -11.1--t m- ents.�,t
y recommendations or.a y..o ercom
1;,Z
Use drawi I a itionall pag6s as neces
ngs of fa6lity,to-hett f exp aiin situations. use "Odi
'k-0 Cks�,e_ 0��CL( S -_S 2-
Reviewer/Inspector Name
Reviewer/Inspector Signature: Date: C.5
\IJ 3123/99

Facility Number: Date ol'Inspection
Qdor Issue%
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below Yes P No
liquid level of lagoon or storage pond with no agitation?
27, Are there any dead animals not disposed ol' properly within 24 hours? Yes MNO
28. Is there any evidence of wind diift during land application? (i.e. residue on neighboring vegetation, asphalt, El Yes KNo
roads, building structure, and/or public property)
29. Is the land application spray system intake not located near the liquid surface of the lagoon? Yes No
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.) E]Yes O -No
31. Do the animals feed storage bins fail to have appropriate cover? El Yes MO
32, Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover? 0 Yes QLNo
I
Additional Comments and/or Drawings:
Awl
A.
3/23/99

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevensl Director
Yates Witherspoon
Witherspoon Dairy
610 Saint Markbs Church Road
Bessemer City NC 28016
Dear Yates Witherspoon:
4 0
IT
0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N�T �,;,RESOURCES
tgp ,
N�C_ ;)& .
eNyMONNIENT. FMALTR
December 30, 1999 & rtWf1UV.AL 1,1!,�30URC:ft
njA11 10 np�,
g,li,q5q of WW.6R[NT#A �"NW,
UOUVILLE W103AI 0"Y",
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 36-9
Gaston County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronon-& loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, IRR2, DRYI, DRY2, DRY3, SLUR], SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely
XKerr T. Stevens, Director
D,ivision of Water Quality
cc: Mooresville Regional Office
Gaston County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 276"-1617 Telephone [phone] Fax [phone]
An Equal Opportunity AMrmative Action Employer 50% recycled/10% post -consumer paper

[3 Division of Soil and Water Conservation - Operation R.�view
[3 Division of Soil and Water Conservation - Compliance Inspection
aDivision of Water Quality - Compliance Inspection
[3 Other Agency - Operation Review
Routine 0 Complaint 0 lollow-up of MVQ inspection 0 Follow-up of DS%VC review 0 Other
Facility Number Mae offrispec(iOn
I'inie ol'Inspection 24 hr. (hh:mm)
13 Permitted l* Certified [3 Conditionally Certified [3Registered 113 Not Opera—ti—onallDate LastOperated . ..........................
Farm Name: &b connIN ... ......... .............. .......................
...........................
Owner Name: ...... ........... ........... Plione No . ......... A
..................... a)
........................
FacilityContact: .............................................................................. . I'itle . ................................................................ Phone No: ...................................................
Mailing Address . ....... ......... di..\ ...... j ................. .......... 18.1:�.:!51C.W.X� ......
Onsite Representative: ............... ..... .... .
.............. Integrator: ..............................................................
Certified Operator: ........... ............ ... ck��.il Operator Certification Number: ... ZLO-O.? ................
Location of Form:
I&
.... ....... ......... ................................. I ............................... I ............ ............. I ........ I ................ ........ .........................................................................
........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......
Longitude
Design Current
Swine Cat)acitv Pormlation
0 Wean to Feeder
C] Feeder to Finish
C1 Farrow to Wean
[]Farrow to Feeder
E] Farrow to Finish
El Gilts
0 Boars
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
JE1 Layer I I Dairy I F2� I&
�E] Non -Layer 1 -1 1[] Non -Dai ry
JEI Other I I :::�
Total Design Capacity
Total SSLW
Number of Lagoons 10 Subsurface Drains Presc2LJILI Lagoon Area ILI Spray Field A:�a j
Holding Ponds / Solid Traps �E]No Uquid Waste Management Sy�stem
DischaM�es & Stream lml)ac
1. Is any discharge observed from any part of the operation (If yes, notify DWQ)?
Discharge originated at- Ell-agoon E]SprayField [:]Other
it. If discharge is observed, was the convcyance nian-inadc'!
1). II'disLharge is observed, did it reach: El Surface Waters E] Waters of the State
c. It'discharac is observed. what is the estiniated flow in gal/inin?
d. Docs discharge hypass a lagoon system?
2. Is there evidence of past discharge from any part of the operation'!
3. Were there any adverse impacts to the waters of the State other than from a discharge?
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate?
Structure I SiructUre 2 Structurc 3 Structure 4 Struciure 5
Identifier:
I"rceboard (inches): ............. 1.9 ............ .................................... ................................... .................................... ....................................
[] Yes �kNo
0 Yes E] No
E] Yes 0 No
C] Yes
E] No
E]Yes
%No
D Yes
%M No
74W.
0 Yes )0 No
StrUCture 6
1/6/99 Continued on back

Futility Number: Date of Inspection
5. Are there any immediate threats to the integrity of any of1he structures observed? (ic/ trees, severe erosion, Yes 34 No
seepage, etc.)
6. Are (here structures on-site which are not properly addressed and/or managed through a waste management or
closure plan? El Yes RNo
(if any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? Yes U(No
8. Does any patt of the waste management system other than waste structures require maintenance/improvement? OYes gNo
9. Do any stuctures lack adequate, gauged markers with required top of dike, maximum and minimum
liquid level elevation markings? El Yes J4 No
Waste Aimlication
10, Are there any buffers that nced iiitinteniiiee/iinproveinent? Oyes ONo
11. Is there evidence of over application? E] Ponding [:] Nitrogen Yes rqNo
L_ C -7--
12. Crop type .... 4!9xerd .... ................................................................. ......................................................................................................................
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? 0 Yes WO
14. Does the facility lack wettable acreage for land application? (footprint)
15, Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Reriuired Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ic/ WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, frcebGard, waste analysis & soil sample reports)
0
20. Is facility not in compliance with any applicable setback criteria in effect a( the time of design?
21. Did the facility fail to have a certified operator in responsible charge?
22. Fail to notify regional DWQ ofernergency situations as required by General Permit?
(ic/discharge, frceboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on-site representative?
24. Does facility require a foflow-up visit by same agency?
El Yes No
El Yes No
F1 Yes 9, No
El Yes No
JQYes Q No
Yes No
El Yes J4 No
0 Yes El No
0 Yes 5(No
[:]Yes No
El Yes No
[3.N:o.*vl'"'ia't,i'o'ns'-o*r'deiri'ci*en'c'ie's'w'e*re'n'61�dd ' in' 'ncir tdrifie'r .' -'- *
. . . . . . . . . . . . I . . . . . . . . . . . . . . I Uri. 9 . S.V. S. . . . . . . . . . . . . . . . . .
b6erv' sjP"­den'C-e4b6tjt- this Visit.',
........................................
........................... ............. .
Comments (refer to question #): Explain any YES answers and/or any recommendatioris'6ir any other comments.
Us6 dra�vings of facility to better explain situations. (use additional pages as nece�sary): L
Reviewer/Inspector Name
ReviewerlInspector Signature: Date:
a
1/6/99

919 NORTH MAM STREET, MOORESVILLE, NORTH CAROWNA281 IS
PHoNE704-G63-1609 FAX[phone]
AN EOUAL OPPORTUNlYY/AFFIRMATWE Ar -TION EMPLOYER -50% RIECYCLED/10% POST -CONSUMER PAPER
Dear Mr. Witherspoon:
—,��77
Mr. Alan Johnson of this office has been asked on several occasions about the
appropriate time and proper method to take soil and waste samples. Also, during his
NORTH CAROLINA DF-PARTMENT OF
inspections, he has noticed that while the storage capacity may be adequate in the
ENVIRONMENT AND NATuRAL RESOURCES
ti i
u 'I zation plan. Mr. Johnson has also noted that some animal operations using
MOORESVILLE REGIONAL OFFICE
27
application fields. This letter is to highlight some concerns and provide some
general guidance for the animal facilities regarding the management of the storage
pond/lagoon and waste application fields. For more specific/detailed information,
DIVISION OF WATER QUALITY
Be advised that should a farm be found violating its farm plan and/or have an
unpermitted discharge, besides facing civil penalties, the facility could be required to
November 19,1998
JAmCsB.HVNTJ
permit.
GOVrRHOR
Waste applications
Yates Witherspoon
Just as you manage the animals at your facility, proper management of the
6 10 St. Marks Church Rd.
waste (lagoon/storage pond level) is important. The waste must be pumped from the
WAN44C
Bessemer City, NC 28016
MCDZVIj�r
ECRUTART
Ion
Subject: Site Inspect'
(e.g., applying waste to com at tasseling or bermuda grass in November is of little
Witherspoon Spoon
use for the uptake of nitrogen). Also, the established application rate assumes that
Gaston County, NC
919 NORTH MAM STREET, MOORESVILLE, NORTH CAROWNA281 IS
PHoNE704-G63-1609 FAX[phone]
AN EOUAL OPPORTUNlYY/AFFIRMATWE Ar -TION EMPLOYER -50% RIECYCLED/10% POST -CONSUMER PAPER
Dear Mr. Witherspoon:
Mr. Alan Johnson of this office has been asked on several occasions about the
appropriate time and proper method to take soil and waste samples. Also, during his
inspections, he has noticed that while the storage capacity may be adequate in the
storage pond/lagoon, in some cases it was not at the level set forth in the waste
ti i
u 'I zation plan. Mr. Johnson has also noted that some animal operations using
hay/pasture systems do not appear to be properly managing the hay crop in the waste
application fields. This letter is to highlight some concerns and provide some
general guidance for the animal facilities regarding the management of the storage
pond/lagoon and waste application fields. For more specific/detailed information,
please contact your technical specialist or your local agricultural extension service.
Be advised that should a farm be found violating its farm plan and/or have an
unpermitted discharge, besides facing civil penalties, the facility could be required to
apply for an individual permit. Currently, most farms are operating under a general
permit.
Waste applications
Just as you manage the animals at your facility, proper management of the
In". T 1,C, 0,,-VVM Iff
waste (lagoon/storage pond level) is important. The waste must be pumped from the
ponds at the correct time and provide for maximum utilization of the nutrients by the
crop, Remember, waste application rates in your farm plan are based on agronomic
principles, and assumes the waste will be applied when the nutrients are required
(e.g., applying waste to com at tasseling or bermuda grass in November is of little
use for the uptake of nitrogen). Also, the established application rate assumes that
the previous crop has been removed from the field.
919 NORTH MAM STREET, MOORESVILLE, NORTH CAROWNA281 IS
PHoNE704-G63-1609 FAX[phone]
AN EOUAL OPPORTUNlYY/AFFIRMATWE Ar -TION EMPLOYER -50% RIECYCLED/10% POST -CONSUMER PAPER

Pan 2
Grass and small gain crops grown for hay should be harvested in a timely mariner. To
maximize nutrient uptake, as indicated in the waste utilization plan, and for highest quality, the
crop should be harvested at early boot stage (generally every 4 to 5 weeks). Small grain for
sila2e can be harvested in the soft dough stage when direct cut. Contact your agricultural
extension a ent or teclinical specialist for proper guidance.
f' 9
GenmLRecornmendations foT Nitrogen a4) ADplication foT- CL)mmon Crol2s:
SmaR Grains-. One-third (1/3) N at planting and remainder in late February or early
March.
Corn/Sorthum: For facilities that pump and hauL N should be applied prior to planting,
For those facilities that irrigate, a split application with half at planting and the remainder
when the com is 18 inches high.
Fescue/Orchardgrass: Apply one-half (1/2) of the N in mid-February to March and one-
half (1/2) in mid-August to September.
Bermuda arass: Establishing: 30 to 40 lbs N/ac at planting and 30 to 60 lbs N/ac when
runners appear (6 -8 wk. after planting). Maintaining: 50 to 60 lbs N/ac in April and the
remainder of the recomrn ended amount in equal increments in June and July or after each
cutting.
Finally, there have been instances where the amount of waste pumped (as shown in the
waste application records) from the lagoon/storage pond does not appear to agree with the
amount of waste produced by the animals. One would expect on an annual basis that the amount
pumped would be approximately equal to the amount being produced. For example, if a dairy is
generating 453,000 gal/yr in waste, then approximately 453,000 gallons of waste should be
accounted for in the waste application records over a year. However, there may be some
difference due to how low the storaee pond was pumped, the number of cows being held in the
facility, or the amount of rainfall.
Soil analysis (FREE)
Fifteen to twenty (15 to 20) soil samples per f3eld (20 acres or less) is desirable. The
samples should be thoroughly mixed and sent in as one sample. Each sample should be pulled 4
inches deep for pastures and no-tiU systems and 8 -inches deep for conventional dUage systems.
Taking samples during the fall is advisable. The state lab is not as busy at that time and
can provide a more timely turn around with the results. This is also a good time to apply lime if
recomm ended by the soil test. When limin is necessary, it is important that it be applied as
suggested. Maintaining proper soil pH is as important (if not more so) ffim fertilizing to
maximize crop production.

Page 3
Waste samples/analysis ($4/sample)
The state.lab now has.the capability to conduct analyses and provide the results within
two working days via the internet. Through the US Postal service allow seven days. Take
samples in a timely manner such that waste application rates can be based'on the most recent
sample results.
Six to eight (6 to 8) samples should be taken around the edge of the lagoon/storage pond,
approximately 6 feet fi7om the edge and 12 inches below the surface. These can be mixed to
make one sample. The sample should be refrigerated if it is not going to be shipped the same
day. Always mail waste samples in plastic containers.
For farmers who do not have to agitate the lagoon/storage pond prior to application, it is
strongly suggested that waste samples be taken prior to waste application. This will prevent the
pt�gucer from having to go back and complete the waste application record at a later date.
For farmers who apply waste to hay fields and pastures, it is strongly suggested that
waste samples be taken quarterly if the waste is applied anytime during the'growing season.
If you have questions concerning this matter, please do not hesitate to contact Mr. Johnson
or me at [phone].
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
cc: . Gaston SWCD
Non -Discharge Compliance Unit
Regional Coordinator

State of North Carolina
Department of Environment,
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A.' Preston Howard, Jr., P.E., Director
M E Mi 0 R A N D U N1
TO: Regional Water Quality Supervisor
FROM: Shannon Langley
ML
NCDENR
NCRTH CAROLINA DEPARTMENT OF
EwIRONMeNT 4i�o NATURAL RE50URCES
MCI wzw. ().V
M"110NME.NT, 'V�AT�T-H.
& NATUMki, i�%LSJTJ11C"k1.S
MAR 20 1998
orl;m
Vwwku R=ua
---> —
SUBfECT: Application for special agreement �_� &
Please find attached a copy of application for special agreement for facility number �k
If you have any questions, please call me at 733-5083, ext. 581.
ATTACHMENT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax 919-71S-6048
An Equal Opportunity Affirmative Action Employer 50 % recycled/l 0 % post -consumer paper

State of North Carolina
N.C. Plu-r. op
& NATURAL
MAR 20 1998
Department of Environment and Natural Resourcelfflun OF
Division of Water Qualltv hr:AAL W19E
)tPPLICATION FOR SPECUL AGRE EMENT
(INTORNLATIONREOURE FOR AINILMAL OPEF-ATTOINS REQUESTING A SPECIAL AGREE-IMEl"I
1. GENERAL INFORINIATION:
Applicant (0-,Nmer of the facility):—Yates Witherspoon
2. Facilitv No: -36-9
3. FacilitN. Name: — Witherspoon Dalry
4. Print Type Owners or Signing Official's Nanic and Title (tile person who is legally
responsible for the facilit� and its compliance):
Clyde Yates Witherspoon
i. Mailing Address — 610 St. Mark's Church Road
City: — Bessemer City_ — Swe:—NC Zip: _ 2801.6-9680_
6. (7ounty where facility is located: -- Gaston
7. Operation Type (Swine, Poultry, Cattle): —Dair.v
8. Application Date: --3!12/98
H. ELIGIBILITY FOR A SPECLU AGREENtENT:
,A-- per Senate Bill 1217 which was ratified on June 21, 1996, the Environmental Management
Commission �TSMQ may enter into a special agreement with an operator who regislered by
September 1, 1996 with their local Soil and Water Consenation District off -ice and who makes a
good faith effort to obtain an approved anirnal,%vaste management plan by December 31, 1997.
T`h-is specialagreement shall set forth a schedule for the operator to follow to obtain am ipprovcd
aninial waste inartagement plan by a clate ceilain and shall provide that the EMC shall not is.sue a
notice of violation for failure to have all approved animal waste management plan so long as tile
operator complies with the special agreement. Operators who did notregister by Septenjiber 1,
1996 with their local Soil and Water conservation District office or who can not document that
thcy madc a good faith cffort to obtain an approvcd aninialwa-stc managcnicrit plan by Dccrnibcr
31, 1997.. will not receive a Special Agreement from the EMC. These Facilities will be sub - iect to
civil penalties, criminal ptnallies, injunctions andall othor enforctmcnt. tool-, available to D%N?Q.
1, Date facility requested assistance from their local Soil & Water Conservation Distrlct
Metwith District Tech. sign cost share form:
8/13196
FOR' -1%I SPAG 1/98
Page 1 of 4
C, -

2. Effbas i-aade since Februai), 1, 1993 to develop and impleirient a ceilified at-iiinal
x-vaste tnanaLyement plan (use additional sheets if necessary). This summary. must
include:
A. All contacts madc with tcchnical spccialist
B. Datcs and I-vpcs of plans dcvclopcd
C. Contracts sIgncd
D. Funds cxpcndcd
E. Improvcmcnts ma& to SystcM
F. Animals rcmovcd and not rcs*,ockcd at the facility
1�
". othcr actions takcn
A. 5/30/95 - I signed application for Cost Share assistance
2/19/96 -1 spoke with District about possible W, S.P.
2/28i96 - Gaston Conservation District staff. Lincoln County NIRCS and I visited a dairy
to discuss waste management ideas for my fami
5/1/96 - Status review for Ag, Coc-I Share Program
6/10/9 6 - After com p) etion of the W - ST, and W. S. S. enibwilcme nt,
discussed ne-w layout of concrete lot.
6/2'41/96 - Rcccivcd paymcnt for the W.S.P.
71116/96 - Reviewed specifications for the concrete and heavy use area ,N-Ith District qta ff
81/13/96 - I signed forin to register for issist ince for .0200 cert] fication
10/7/96 - I met with District staff as we -11 as aii irrioation contractor aboat an irri-ation
01
system.
10/23/96 - DistricL ,vunt over 1991' ) Cost Share plan for concreic .vith me
FORNII SPAG 1/98 Page 2a of 4

A. (Continued)
10/31/96 - NRCS spot check
5/1/97 - Ag Cost Share and Operations Review
5/21/97 -1 spoke with District about 100 11. buffer needed below lounging area
6/18/97 - I reviewed waste applicalion fields with District
7/18/97 - I received a copy of the designs and specifications for the heavi, usearea
7/22/97 - Met with Disirict and concrete contractor at daity (o discuss concrete lot
extension. I told District I would construct Heavy I Joe Area after completion of the
concretejob.
9/2/97- Spoke with District about the W.S.S. fence
9,19,1917 - Spoke N'%ith District concerning safety rail modification
1-1,13/97 - Spoke witli District about placement of highly visible marker for nly W.S.P. and
safew rail
1/2/98 - Received AWMS book and signed request for paynient for the Concrete Lot
Extension. We. discussed options for a 1998 Cost Share, Plan to cover remaining animal
waste expenses. I also requested a small modification to his W.UP.
1/14/98 - I signed applicatioii for cost share assistance for a 1998 plan.
1/27/98 - Received letter from District, The letter outlined everything needed to become
certified aswell as payment options for my 1996 plan and the inforniation needed to obtain
a 1998 plan.
'�/�'IV98 - I requested assistance on the special agreement form for.0200 certification
B. 2/16/96 - Signed Cost Shire Agreement #36-96-68-03
I Q
10/23/1 6 - W. -Late Utilization Plan
10/23/96 - Signed Cost Share Agreement 436-96-73-03
1/2/99 - Sipcd AWMS Plan
FORN1 SPAG 1/98 Page 2b of 4

- - 4 1
A. (Continued)
3/2198 - Signed Cost Share Agreement #36-98-81-03
C. See section "B"
D. Catch Basin Pipeline - $589.77
Waste Storage Pond - "'V5466.00
Concrete for Lot and Push Off Ramp - $19,14 21,00
Irrigation System - $30,532.58
Fencing Nbterials - S308.67
E. See section "D"
F. None
G. Dairy Operator certification Training 5/20/97
Passed Dairy Operator Certification Exam 6/10/97
FORM SPAVG 1/98
Page 2c of 4

H. PROPOSED SCHEDULE FOR OBTAINING CERTIFICATION :
Please list each of the specific things that will be done at your facility to implement a
certified aninial waste management plan and the date you will ha,,7e each activivy
completed. This must include a review of the possibility of not restocking animals that
arescheduled Io be removed from the facility until such timeaq a certified plan can be
implemented. Please also list the "e on which animals were most recently restocked at
this facility. The FMC reserves the right to deny any proposed schedules that are
excessively long. (Use additional sheets if necessan,)_
DATE
/Push 011'Ramp (Partially Complete)-. —June 1. 1998
Waste Storage Structure (Tartially Complete): Julie 1, 1998
Diversion at Milk Parlor: Aug. 1, 1998_
Heavy Use Area: Aug. 1, 1998
Filter Sirip/Livcstock Exclusion— Aug. 1, 1998
Heavy Use Area: Aug. 1, 199'0
Applicatit's Cei-Lificatioti:
1, Yates Witherspoon , attest this application for a Special Agreement
with the EMC has been reviewed by me and is accurate and complete t, -:w the best of my
Kjiowledge. I undenstand if g1l requifed parts of this application arg not completed and if all
required-suMorting information and attachments are -not included. this application package-xvill
be returned as incomplete. Furthermore. I attest by my signature that i fully understand that it'
this facilitv is found to be ineliaible to enter into a special agreement with the E,%4,Q nothim in
this documcnt rcinoves my rcsponsibLlil�,- and liability for comAying Nvith all North Carolina
,EaLSt tWqs
�-,jnd Rgpulatioia. I understand that e fiaijtL altz are agLeed
m..jo r
acet arW-d.
unon, bv mself and the ENIC will r=ilt in armronriate enforcement actions, beine taken bv the
EMC
YO 7 �9
Prini Name of Owner
DATT-' - T
Si1nature of owne
le0101 SPAG 1/99
Page 3 of 4

Rgeyircd Items:
One (1) oriVnal and hvo (_2) copies of ihe completed and qpprovriatcb� executed
a-Mlication Lnrin, dong with an_v._�Lttaclmnents.
ITIE COWLE TED APPLICATION PACKAGE, INCLUDED ALL SUPPORTING
INFORMATION AND MATERLkLS, SHOULD BE SETTf TO THE FOLLOWING
ADDRESS:
NORTH CAROLINA DIN71SION OF NIVATER QUALITY
WATER QUALITY SECTION
I
NON -DISCHARGE COMPLLiNCE/E.NFORCET%ll ENT UNIT
POST0'rr'F1%"__'E BOX 29535
RALEIGH, NORTH CAROLIN-k 27626-05355
FORM SPAG 1/98 Page 4 of 4

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 17, 1998
CERTfRED MAIL
RETURN RECEIPT REQUESTED
Yates Witherspoon
610 St. Mark's Church Rd
Bessemer City NC 28016
OFE" — own
NCDENR
NoRTH CARouNA DePARTmew oF
ENVIRONmew AND KauRAL RF-sOURCKS
L I
JUL 2C l;98
MIMI OF V" i I:c iSD"60
", L r ' r
-L—V� -!F% 3E
Subject: Special Agreement I
Certified Animal Waste Management Plan
Witherspoon Dairy
Facility Number: 36-9
Gaston County
Dear Yates Witherspoon:
As per Senate Bill 1217, which was ratified on June 21, 1996, and your application for Special
Agreement which was received on March 13, 1998, the Environmental Management Commission
(EMC) hereby proposes to enter into a special agreement with Yates Witherspoon in order to
allow additional time for Yates Witherspoon to obtain and implement a certified animal waste
management plan (CAWMP) for the subject facility.
Please fmd enclosed the proposed Special Agreement. If you agree to abide by the dates and
terms of the attached schedule, you must sign, date and return the enclosed documents to the
attention of "Shannon Langley" at the letterhead address within fourteen (14) calendar days of
your receipt of this letter.
If you have already implemented your CAWMP or do not wish to enter into the Special
Agreement, please provide us with a response to Mr. Shannon Langley within fourteen (14)
calendar days of your receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with all terms and conditions of the North Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder. All dates and
conditions of this agreement that are not met shall be subject to civil penalties, criminal penalties,
injunctions and all other enforcement tools available to the Division of Water Quality.
P.O. Box 29535, Raleigh, North Carolina 27626-OS35 Telephone 919-733-SO83 Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycle&10 % post -consumer paper

Therefore, in order to avoid such enforcement actions, I urge you to read the Agreement
carefully, make sure you understand your commitments under the Agreement, and contact Mr.
Langley, if you do not understand or are confused about any condition of the agreement.
If you have any questions concerning this matter, please do not hesitate to contact Mr.
Shannon Langley at [phone] ext. 571 or Ms. Sonya Avant at [phone] ext. 57 1.
Sincerely,
Attachment A. Preston Howard, Jr. P.E.
cc: Faci;l�it �Fiule-- IN Discharge Compliance/Enforcement Unit
o n-
eil6n -off
15� egion ice
Dewey Botts — Division of Soil and Water
Shannon Langley
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF GASTON
IN THE MATTER OF
SPECIAL AGREEMENT
FACILITY NUMBER: 36-9
YATES WITHERSPOON
Pursuant to provisions of North Carolina General Statutes (G.S.) 143-215.2(a) this
Special Agreement is entered into by Yates Witherspoon, hereinafter referred to as
"OWNER", and the North Carolina Environmental Management Commission, an agency
of the State of North Carolina created by G.S. 143B-282, and hereinafter referred to as
the Commission:
1. "OWNER" and the Commission hereby stipulate the following:
(a) "OWNER7 has previously been deemed permitted in accordance with 15A
NCAC 2H .0217 for the operation of an animal waste treatment works� but was
unable to comply with 15A NCAC2H.0217 (a)(1)(E) requiring an approved
animal waste management plan to be submitted by December 31, 1997.
(b) Failure to obtain and implement a Certified Animal Waste Management Plan in
accordance with 15A NCAC 2H .0217(a)(1)(E) is a violation of State Water
Quality Regulations -and "OWNER" is within the jurisdiction of the
Commission as set forth in G.S. Chapter 143, Article 21.
(c) "OWNER" desires to continue to operate the animal waste treatment works as a
Non -Discharge system.
(d) "OWNER" has secured assistance from a certified technical to develop animal
waste management system which, once cenified, will meet or exceed all
applicable guidelines and standards and will be able to comply with all aspects
of the Commissions animal waste general permit.
(e) During the term of this Agreement there will be no increase in Steady State Live
Weight (SSLW) at the facility. Any new construction will be designed to
accommodate only the SSLW for which the facility was registered in
accordance with 15A NCAC 2H.0217(a)(1)(D).
(e) Since this Special Agreement is by Consent, neither party will file a petition for
a contested case or for judicial review co nceming its terms.
(0. Nothing in this Special Agreement shall be taken as absolving or relieving
"OWNER" from any responsibility or liability for discharges of animal waste to
surface waters of the State of North Carolina.
2. "OWNEW' desiring to comply with the Permit identified in paragraph l(a) above,
hereby agrees to do the following:
(a) Undertake all necessary activities in order to obtain and implement a certified
animal waste management plan by September 30, 1998.

Farm Number: 36-9
Special Agreement
Page 2
(b) "OWNER" shall comply with all terms and conditions of the North Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder
except 15A NCAC 2H.0217(a)(1)(E).
(c) No later than fourteen (14) calendar days after the date identified in 2(a) above,
submit to the Director of DWQ written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice shall include a statement of
the reason(s) for noncompliance, remedial action(s) taken, and a statement
identifying the extent to which subsequent dates or times for accomplishment of
listed activities may be affected.
3. "OVV`NER" agrees that unless excused under paragraph four (4), "OVVNER" win pay
the Director of DWQ, by check payable to the North Carolina Department of
Environment and Natural Resources, stipulated penalties according to the following
schedule for failure to meet the deadline set out in paragraph 2(a) above.
Failure to obtain and fully implement a Certified $ 100. 00 for the first seven days
Animal Waste Management Plan by the date past the date identified in 2(a)
identified in 2(a) above: $500.00 for each additional
day
4. "OW'NER" and the Commission agree that stipulated penalties are not due if
"OWNER" satisfies the Division of Water Quality that noncompliance was caused
solely by:
a. An act of God;
b. An act of war;
c. An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant
or if the act or omission occurs in connection with a contractual relationship
with the "OVYINER";
d. An extraordinary event beyond the "OWNER'S" control. Contractor delays or
failure to obtain funding will no be considered as events beyond the
"OV,INER's" control; or
e. Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties, or
challenge them by a contested case petition pursuant to G.S. 15013-23, will be grounds
for a collection action, which the Attorney General is hereby authorized to initiate.
The ordy issue in such an action will be whether the thirty (30) days has elapsed.
5. This Special Agreement and any terms and conditions contained herein, hereby
supersedes 15A NCAC 2H.0217(a)(1)(E).
6. Noncompliance with the terms of this Special Agreement are subject to enforcement
action in addition to the above stipulated penalties, including injunctive relief pursuant
to G.S. 143-215.6(C).

Farm Number: 36-9
Special Agreement
Page 3
7. The "OVrNER", upon signature of this Special Agreement, will be expected to
comply with all schedule dates, terms, and conditions of this document.
8. This Special Agreement shall expire upon owners submittal of a certified animal
waste management plan.
For Witherspoon Dairy
Print Name of Owner
Date
Signature of Owner
For the North Carolina Environmental Management Commission:
Date
Chairman of the Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIP'r REQUESTED
Attn: Yates Witherspoon
Witherspoon Dairy
6 10 St. Mark's Church Rd
Bessemer City NC 28016
Dear Yates Witherspoon:
ILF!?FA
,00%
ONE%
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENvIRONMENT AND NAruRAL ftsotiRcEs
August 20, 1998
U-1—, f>.�-'pr '(W
amrl"W_.' - ..
jN;4. 611N -r.
TYRA
NO 24 1998
RM44 of rAVIM"TAL N&UM.,
6ftakka Mimi om
Subject: Special Agreement
Facility Number: 36-9
Witherspoon Dairy
Gaston County
Attached for your records is a copy of the signed Special Agreement approved by the
Environmental Management Commission.
The terms and conditions of the Special Agreement are in fun effect. If you have any
questions concerning this matter, please contact Mr. Shannon Langley, of our staff, at (919) 733-
508 3, extension 5 8 1.
Sincerely,
A- Preston Howard, Jr.,
ATTACHMENTS
cc: MRO Regional Office
Gaston County Soil and Water Conservation District
Facility File
Central Files
Shannon Langley
P.O. Box 29535, Raleigh, North CaroUna 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] Fax [phone]
50 % recycled/10 % post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF GASTON
IN THE MATTER OF
SPECIAL AGREEMENT
FACILITY NUMBER: 36-9
YATES WITHERSPOON
Pursuant to provisions of North Carohna General Statutes (G.S.) 143-215.2(a) this
Special Agreement is entered into by Yates Witherspoon, hereinafter referred to as
"OWNER", and the North Carolina Environmental Management Commission, an agency
of the State of North Carolina created by G.S. 143B-282, and hereinafter referred to as
the Commission:
1. "OWNER" and the Commission hereby stipulate the following:
(a) "OWNEW' has previously been deemed permitted in accordance with I SA
NCAC 2H .0217 for the operation of an animal waste treatment works, but was
unable to comply with 15A NCAC2H.0217 (a)(1)(E) requiring an approved
animal waste management plan to be submitted by December 31, 1997.
(b) Failure to obtain and implement a Certified Animal Waste Management Pla; in
accordance with 15A NCAC 2H.0217(a)(1)(E) is a violation of State Water
Quality Regulations -and "OWNER" is within the jurisdiction of the
Commission as set forth in G.S. Chapter 143, Article 21.
(c) "OWNER" desires to continue to operate the animal waste treatment works as a
Non -Discharge system.
(d) "OWNEW' has secured assistance from a certified technical to develop animal
waste management system which, once certified, will meet or exceed afl
applicable guidelines and standards and will be able to comply with aH aspects
of the Commissions animal waste general permit.
(e) During the term of this Agreement there will be no increase in Steady State Live
Weight (SSLW) at the facility. Any new construction will be designed to
accommodate only the SSLW for which the facility was registered in
accordance with 15A NCAC 2H.0217(a)(1)(D).
(e) Since this Special Agreement is by Consent, neither party wiI1 file a petition for
a contested case or for judicial review concerning its terms.
(f). Nothing in this Special Agreement shall be taken as absolving or relieving
"OWNER" from any responsibility or liability for discharges of animal waste to
surface waters of the State of North Carolina.
2. "OW"NER" desiring to comply with the Permit identified in paragraph I (a) above,
hereby agrees to do the following:
(a) Undertake all necessary activities in order to obtain and implement a certified
animal waste management plan by September 30, 199 8.

Farm Number: 36-9
Special Agreement
Page 2
(b) "OWNER" shall comply with all terms and conditions of the N6rth Carolina
General Statutes 143-215.1 and the relevant rules promulgated thereunder
except 15A NCAC 2H.0217(a)(1)(E).
(c) No later than fourteen (14) calendar days after the date identified in 2(a) above,
submit to the Director of DWQ written notice of compliance or noncompliance
therewith. In the case of noncompliance, the notice shall include a statement of
the reason(s) for noncompliance, remedial action(s) taken, and a statement
identifying the extent to which subsequent dates or times for accomplishment of
listed activities may be affected.
3. "OWNER" agrees that unless excused under paragraph four (4), "OWNER" will pay
the Director of DWQ by check payable to the North Carolina Department of
Environment and Natural Resources, stipulated penalties according to the following
schedule for failure to meet the deadline set out in paragraph 2(a) above.
Failure to obtain and fully implement a Certified $ 100. 00 fo r the first seven days
Animal Waste Management Plan by the date past the date identified in 2(a)
identified in 2(a) above: $500.00 for each additional
day
4. "MINER" and the Commission agree that stipulated penalties are not due if
"OWNER7 satisfies the Division of Water Qu ality that noncompliance was caused
solely by:
a. An act of God;
b. An act of war;
c. An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant
or if the act or omission occurs in connection with a contractual relationship
with the "OWNER";
d. An extraordinary event beyond the "OWNER'S" control. Contractor delays or
failure to obtain funding will not be considered as events beyond the
"OWNER's" control; or
e. Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties, or
challenge them by a contested case petition pursuant to G.S. 150B-23, will be grounds
for a collection action, which the Attorney General is hereby authorized to initiate.
The only issue in such an action will be whether the thirty (30) days has elapsed.
5. This Special Agreement and any terms and conditions contained herein, hereby
supersedes 15A NCAC 2H.0217(a)(1)(E).
6. Noncompliance with the terms of this Special Agreement are subject to enforcement
action in addition to the above stipulated penalties, including injunctive relief pursuant
to G.S. 143-215.6(C).

Farm Number: 36-9
Special Agreement
Page 3
7. The "OWNER", upon signature of this Special Agreement, will be expected to
comply with all schedule dates, terms, and conditions of this document.
8. This Special Agreement shall expire upon owners submittal of a certified animal
waste management plan. '
For Witherspoon Dairy
Name of Owner
9 Date 9 S-11
JagurAof Owner I
For the North Carolina Envir ental Management Commission:
Date
p to%-Xhairman oT the C55mmissio n-

Form IRR -1 Lagoon Liquid Irriga-tion Field Record
For Recording Irrigation Events on Different Fields
Fann Owner *tAc—% i�AvA-Vvttit� " (i Facility Number I 1(o —9
Spreader Operator
Tract # Field # Date Crop Type Field Size Irrigation Time Number of
(mmfdd/yr) (acres) Start Tilme End Time Total Minutes Sprinklers Operating
—7
'T 314

Form IRR -2
T -rad a
FkA Stim (acnits) = Q4
Fam Oww
C*mesA4&ess
owneesptmne4
Lagoon Liquid Irrigation Field Record
One Form for Each Field Per Crop Cycle
-T ;31 � -1 Field#
Uk5
lyJac"m!, ce 9a 13c5sc- nlee-
Li as
Facility Number 1 3(� -,� - I I
Irrigation Operator 'Saft
"gation Operators
Address
Operators Phone #
From Animal Waste Management Plan
Recommended PAN
cn*Typ,e Y% a T r- -�Jne— Loading (lblacre) = (B)
fil 671 (3) (4) (5) (6) (7) (8) (9)
(10) (11)
Crop Cycle Totals
0vmer's Signature 9 A. -P.. Operator's Signature
Certified operator (Print) e- do Al Operator Certification
Y"nanement Han for saMpling frequency. At a r0nimurn. waste analysis is required within 60 days of land application events.
Irrigation
Date
(aynkidryr)
SartTitne
(hrjrin)
End Time
(hrmin)
Total Minutes
(3)-(2)
# of Sprinklers
Operating
Flow Rate
(gal/min)
Total Volume
(gallons)
(4) - (5) x (6)
Volume Per
Acre (gal/ac)
(7) + (A)
Waste Analysis I
PAN (lb/1000 gal)
PAN Applied
(lb/ac)
[(8)X(9)1+1.000
Nitrogen BaFance-'
(lb/ac)
103(B)-(10)
Pr.
-7 P
3. tLio
Crop Cycle Totals
0vmer's Signature 9 A. -P.. Operator's Signature
Certified operator (Print) e- do Al Operator Certification
Y"nanement Han for saMpling frequency. At a r0nimurn. waste analysis is required within 60 days of land application events.

CL -n
Co M
6
m
"0
a
z
c
3
rr
m
I
11kr4j),
1.1
= if-
C�p
ieg 1A
m
0
cf)
r
0
0
EL
:3
C:
@
W 0
0 —
= CL
CL Cn
(n >
>'a
:3 -n
m
< T.
CD CL
:3
i- ;a
0 CD
0 0
:3 0
CL
(D
pp
C—
J
>
�-' ��
m
00
LQ
�kj
Ln
CL
,7Z
Yj
j
00
oc
co
CA
CL
M. 0
Cie
EL CL
'r-
V4
CIO
-C
Ln
�;c
CC-
'4"0
CD
0 0
:3
10
co
w
CL
CL -n
Co M
6
m
"0
a
z
c
3
rr
m
I
11kr4j),
1.1
= if-
C�p
ieg 1A
m
0
cf)
r
0
0
EL
:3
C:
@
W 0
0 —
= CL
CL Cn
(n >
>'a
:3 -n
m
< T.
CD CL
:3
i- ;a
0 CD
0 0
:3 0
CL
(D
pp
C—
J
>
�-' ��
m
00

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
OwneesPhone#
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
k (�
Field #
1. rL-
Total Weight
(tons)
(2) x (3)
Pt--'
Waste Analysis 2
PAN (Ibhon)
14
i Nitrogen Balance 3
(lblac)
(B) (7)
Z'L 'r I
Facility Number I �"%* r.- - 9 1 1
Spreader Operator
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type 1��5 Vj V— Recommended PAN
I Loading (lb/acre) = (B) 12,
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mrrdddlyr)
# of Loads Per Field
Weight of Loads I
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (Ibhon)
PAN Applied
Vb/ac)
(6) x (5)
i Nitrogen Balance 3
(lblac)
(B) (7)
- -----------
-3
19 -5-
a
Crop Cycle Totals
C.-7 / -/
Owners Signature 4�ALIL Operators Signature
Vag/ vu�h—
Or
e Operator Certification #
Certified Operator (Print) V11_ �AWA . 210dx
I Can be found In operators manual for the spreader. Contact a local dealer if you do not have your owne(s manual.
2 wnste manaqement plan for sampling frequency. At a minimum. waste analysis is required within 60 days of land application events.
nn"1;f7;4t;e%" 0 �nt
.VP

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
Owners Address
owners Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
-7 -3 � (0 Field # =%4=1
-A.Ck
Facility NumberI34-9 - I L -
Spreader Operator lo ev e. -
Spreader Operators
Address
Operators Phone#
From Animal Waste Management Plan
1 1.1% Recommended PAN
Crop Type Loading (lb/acre) = (B) 1,24
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mmlddlyr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (Ibtton)
PAN Applied
ob/ac)
(6) x (5)
Nitrogen Balance
(lb/ac)
(B) - (7)
5"+
Z'5-0
T, 7
Crop Cycle Totals
Owner'sSignature Operator's Signature
Certified Operator (Print) e 1�31-1 Poch Operator Certification #
Can be found in operator's manual for the spreader. Contact a local dealer if you do not have your owner's manual.
rnannnpment olan for sampling frequency. At a minimum, Waste analysis is required within 60 days of land application events.
. . .. - — '— —N -,-k ­17-nfinn ovant

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
OwneesPhone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Facility Number 1 36- ?
Spreader Operator S
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (lb/acre) = (B) z -I
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mmIddlyr)
16—
Field #F-5
Weight of Loads
(tons)
Total Weight
(tons)
Weight Per Acre
(tons/ac)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
(lb/ac)
640,
[-log
Facility Number 1 36- ?
Spreader Operator S
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (lb/acre) = (B) z -I
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mmIddlyr)
16—
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
Weight Per Acre
(tons/ac)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
(lb/ac)
Nitrogen Balance
(lblac)
(B) (7)
---------
-7.Z
J
lop
yo
V
Crop Cycle Totals I ' I . I j
Owner's Signature %& Operator's Signature
Ile,
Certified Operator (Print) Operator Certification #
Can be found In operators manual for the spreader. Contact a local dealer If you do not have your owner's manual.
c�p vmoir nnimal waste management plan for sampling frequency. At a minimum, waste analysis is required within 60 da"ys of land application events.
— - — — - —..— —h— f-7) f�nm r-himn (8) Hinwinn each sonfication event,

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
Ownee� Address
Ownees Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Field#
6to px-51f�nlq% CAL -4o
L71 --
Facility Number 136-9 1 1
Spreader Operator 9; 10" TO—
Spreader Operators
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (lb/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(81
Date
(mm/ddlyr)
# of Loads Per Field
ight of Loads
We'
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
-Waste Analysis 2
PAN (lb/ton)
PAN Applied
(lb/ac)
(6) x (5)
Nitrogen Balance 3
(lb/ac)
(B) (7)
79, A_
6 0',41
Crop Cycle Totals
Operator's Signature
owner's Signature
Certified Operator (Print)110 e ?zpI9aA Operator Certification # 2- Loo t
Can be found In operatoes manual for the spreader. Contact a local dealer if you do not have your ownees manual.
f—,sp—f At I minfrnUrn. waste analysis -is required within 60 days of land applicallort events.

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
owners Address
owner's Phone #
Field#
0, Lit �A Y" 0 0 0 n
9� MaJ k1c C
4 ?� 5 -
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Fadi ity Number
Spreader Operator
Spreader Operator's
Address
Operators Phone 9
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading Qb/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/dd1yr) # of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
(lb/ac)
(6) x (5)
Nitrogen Balance 3
(Iblac)
(13)-(7)
3 3 L
Crop Cycle Totals
Owners Signature Operator's Signature
J�C&Q,0011 Operator Certification #
Certified Operator (Print)—% h�s V, 2-
I Can be found In operatorps manual for the spreader. Contact a local dealer if you do not have your owner's manual.
2 1
see vour animal waste management plan for sampling frequency. At a minimum. waste analysis is required wiftin 60 days of land apprication events.
. . ­ "-- -N .... ... rnfiimn (71 from column (8) followina each application event.

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Ownet's Address
Owner's Phone #
91aCxUj0�j Field# r
-7
SW 1�1 W�� �Qh Vd
— 4'�' S 717-- 5-1 -
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Facility Number 1 34 — I I I
Spreader Operator 'M
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading Oblacre) = (B) �5
(11 (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/ddlyr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tonsfac)
(4) + (A)
2
Waste Analysis
PAN (Ibiton)
PAN Applied
Qb/ac)
(6) x (5)
Nitrogen Balance 3
Oblac)
(B) M
Crop Cycle Totals _j
Owners Signature Operators Signature
Certified Operator (Print)
tke )�j P40 Operator Certification #
Can be found In operator's manual for the spreader. Contact a local dealer It you do not have your owners manual.
­M'1j" frprtimnrv. At a minimum, waste ana"is lis required within 60 days of land appi(cation events.

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner' i Address
owners Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Field#
*ff)3j\% Ch (��Se-rn e -v-- G44
=I- � ��Zss — , -
Facility Number 1 —3 (.0 - C1 i
Spreader Operator
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
Loading (Iblacre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mrn/dd/yr)
# of Loads Per Field
1
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
.(4) +, (A)
Waste Analysis
PAN Ob/ton)
PAN Applied
Ob/ac)
(6) x (5)
3
Nitrogen- �alanoe
Oblac)
_(B) (7)
'I.,
r Z
Crop Cycle Totals -J . L . I
Ope rator's Signature -Orr&.-
Owner's Signature
Certified Operator (Print) te- V, e
)-g pw* Operator Certification #
I Can be found in operatoes manual for the spreader. Contact a local dealer If you do not have your ownees manual.
At;i mfnirnurn, waste analvsfs-is required within 60 days of land application events.

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
owners Address
owners Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
-t'31(a D Field#
2-%'Ok
Net n
t -or r C-0 -t
Y 3 S 17- r- I I
Facility Number [ 3 G - E== - r
Spreader Operator %-
Spreader Operatoes
Address
Operator's Phone #
From Animal Waste Management Plan
CIA I Recommended PAN
Crop Type 5M —2:% A Loading (Iblacre) = (13)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/dd/yr)
of Loads Per Field
Weight of Loads I
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tonslac)
(4) (A)
Waste Analysis 2
PAN Qb/ton)
PAN Applied
(Iblac)
(6) x (5)
Nitrogen Balance 3
Ob/ac)
(13) (7)
-A
V4
Crop Cycle Totals
Y_IZ—JA V a
Ownees Signature Operator's Signature
Yhe "pooit
Certified Operator (Print) Operator Certification 2 -ZOO
Can be found In operator's manual for the spreader. Contact a local dealer If you do not have your owner's manual.
frPm?iPnr:v. At a minimum. waste onatysis-is required within 60 days of land application events.

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Manure Solids Application Field Record
Oneform for Each Field Per Crop Cycle
Facility Number I --,# (. - 5�
Spreader Operator SOLMC—
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Recommended PAN
Crop Type A -'r 6 N-3 �or n Loading Oblacre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/ddtyr)
Field# F-7-1
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
Oblac)
(6) x (5)
Nitrogen Balance
Ob/ac)
(B) - (7)
7�� 1�1- *2-2
L� I
Facility Number I --,# (. - 5�
Spreader Operator SOLMC—
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Recommended PAN
Crop Type A -'r 6 N-3 �or n Loading Oblacre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/ddtyr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
Oblac)
(6) x (5)
Nitrogen Balance
Ob/ac)
(B) - (7)
-.7
v-,
5 1 T70 V1
Ll 1 1?1
Crop Cycle Totals
Ownees Signature Operator's Signature
Cerfified Operator (Print)
Operator Certification #
Can be found In operatoes manual for the spreader. Contact a local dealer If you do not have your owner's manual.
frPnitr!nrv. At a minimum, waste anatysfs-is requfredwilhin 60 days of land application events.

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
ownees Address
owner's Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Field #F—) -l-
wo CtffiW*-S ch ea, m5selvley 64-li
10
Facility Number
Spreader Operator 0,J) I E -
Spreader Operator's
Address
Operator's Phone#
From Animal Waste Management Plan
Crop Type Recommended PAN
(I\ zs Loading (Iblacre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mnVdd/yr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tonslac)
(4) + (A)
Waste Analysis 2
PAN Obfton)
PAN Applied
Obtac)
(6) x (5)
—T—
Nitrogen Balance
(iblac)
(B) - (7)
15- k
-I ell?
192.
Crop Cycle Totals
owner's Signature 22�-� Operatoes Signature 2,t21&--,l4A2 0AI'l.
Al
C 4fi
Certified Operator (Print) e- J�S D00 A? Operator Certification # 2-1 og2
Can be found In operatoes manual for the spreader. Contact a local dealer If you do not have your owneesmanual.
frPntjpnr-v. At a minimum. waste analysis is required within 60 days of land application events.

Form SLD -2
. Tract #
Field Size (acres)= (A)
Farm Owner
Owners Address
Owners Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
—1 Field # F-
4 k;,ee, ",rt rses n
�Ib e6 &'r
Facility Numberl 3("q I E::��
Spreader Operator sckme—
Spreader Operators
Address
Operators Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
.-k--rolptco& COT-V-� Loading (lb/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mrn/ddlyr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis
PAN (lb/ton)
PAN Applied
(Iblac)
(6) x (5)
Nitrogen Balance
Qb/ac)
(B) (7)
.51
LA
(0
Crop Cycle Totals
- V
Operator's Signature
owner's Signature 4—, vzd�
Certified Operator (Pdnt)Yo /1' M e k SPO Operator Certification # 2 -mot
Can be found In operators manual for the Spreader. Contact a local dealer if you do not have your owner's manual.
--s, —,-,�nmpnf ninn for sampling frequency, At a minimum, waste 2n2lysis-is required within 60 days of land application events.

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
owners Address
Owner's Phone #
Field#
Lo
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
Facnity Number [ -3 (' - -V I F I
Spreader Operator elek.nle
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Recommended PAN
Crop Type r\ �s C, Loading (lb/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mm/ddlyr)
# of Loads Per Field
Weight of Loads I
(tons) :I
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
Qb/ac)
(6) x (5)
Nitrogen Balance
(lb/ac)
r� T2 8
15,
kA 13
Crop Cycle Totals I _' I . I I
Owners Signature Operators Signature
Certified Operator (Print) Operator Certification # 00 J?
r.sn he found in operators manual for the spreader. Contact a local dealer if you do not have your owners manual.
At , —1 -nim— wAMe snslwc;�% is reouired within 60 days of land application events,

Form SLD -2
Tract #
Field Size (acres)= (A)
Farm Owner
Owner's Address
Owners Phone #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
io
Field#
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
ImAe-s
Waste Analysis 2
PAN (IbIton)
PAN Applied
(Iblac)
(6) x (6)
Nitrogen Balance 3
(Ib/ac)
(8)-(7)
Facility Number I �(. -CA I I
Spreader Operator
Spreader Operator's
Address
Operator's Phone #
From Animal Waste Management Plan
Recommended PAN
Crop Type Loading (lb/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mrtVdd/yr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons)
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (IbIton)
PAN Applied
(Iblac)
(6) x (6)
Nitrogen Balance 3
(Ib/ac)
(8)-(7)
�7
Crop Cycle Totals
Owner's Signature Operator's Signature
Certified Operator (Print) Y4 VtAeks,,cwq Operator Certification #
Can be found In operatoes manual for the spreader. Contact a local dealer if you do not have your owners manual.
�,mlinn frentiencv. At a minimum. waste analysis-fs required within 60 days of land application events.

Form SLD -2
Tract #
Field Size (acres) = (A)
Farm Owner
Ownees Address
Owner's Phone #
q Field #
Manure Solids Application Field Record
One Form for Each Field Per Crop Cycle
FacilityNumberl 31.-,;
Spreader Operator So-n%,k--
Spreader Operators
Address
Operator's Phone #
From Animal Waste Management Plan
Crop Type Recommended PAN
C) i5l Loading Ob/acre) = (B)
(1) (2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
(mmIddlyr)
# of Loads Per Field
Weight of Loads
(tons)
Total Weight
(tons) .
(2) x (3)
Weight Per Acre
(tons/ac)
(4) + (A)
Waste Analysis 2
PAN (lb/ton)
PAN Applied
(lb/ac)
(6) x (5)
Nitrogen Balance
(lb/ac)
'A
q 19
� � ,
S-- SIZ
'LA
1-1 I -L
. t-%
LIM
Crop Cycle Totals
Owner'sSignature Operator's Signature
Certified Operator (Print) �0 te S Operator Certification #
I Can be found in operators manual for the spreader. Contact a local dealer If you do not have your owner's manual.
2 See your animal waste management plan for sampling frequency. At a minimum. waste analysis is required wilhin 60 days of land applicatfon events.
. - -. � f- f,,m (RI rnnflntip. mibtractint[ column M from column (8) followinq each apprication event.

jXMK98".HumT
'-'dCWZRNOR
I a
`-1-& 112
sy- .1
%' ;tI'. Yates Witherspoon
6 10 St. Marks Church Rd.
Bessemer City, NC 28016
--f— (A
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
June 9, 1998
Subject: Notice of Deficiency
Site Inspection Report
Witherspoon Dairy, Facility #: 36-9
Gaston County, NC
Dear Mr. Witherspoon:
Mr. Alan Johnson of this Office conducted a site inspection of your facility on June
3, 1998. A Notice of Deficiency is being issued for failure to have your waste application
�5 records available. Please provide this Office with a copy of your completed waste
application records by June 25, 1998, and include a copy of forms "slur- I" and "slur -2
Please send to the attention of Mr. Johnson,
It was also noted that the freeboard in the storage pond was inadequate. The pond
should be pumped immediately to prevent a discharge. Also, the stream below the facility
4
should be fenced off to prevent access by the animals.
-have any questions concerning this matter, please do not hesitate to contact
If you
Mr. Johnson or me at [phone].
Sincerely,
_7
cc
7 ­
cz .
ga�La'ej',
AJ
I
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Gaston SWCD
Non -Discharge Compliance Unit
Regional Coordinator
919 NORTH MAIN STREET. MOORESVILLE, NORTH CAROONA 28115
PHoNii:704-663-1600 FAX[phone]
AN EQUAL OPPORTUNITY / ArriRMATIvs ACTION EMPLOYER - 50% RECYCLED/I 0% POST -CONSUMER PAPER

M;
'j [3Division of Soil and Water Conservation Other Agency
13
Division of Water Quality
-P�
U-1 *� � , �il '--:- —�- - 7—
Routine 0 Complaint- 0 Follow-up of DWUinspection 0 Follow-ue of DSWC review 0 Other
Date of Inspect ion
Facility Number Time of Inspect ion EK?WZ24 hr. (hh:m
13 Registered [3 Certified ' [3 Applied for Permit [3 Permitted JE3 Not Operational I Date Last Operated: ..........................
Countv: .... .. ............... .........
Farm Name: ....... 7�61: � i Q,, P V. � . ............ 2,k . . ... .................................... ..........
Owner Name: ........... X.&IM5 ................... ..................... Phone No ...................................
FacilityContact: .............................. ........................ __... Title: ....... q ................. q ...................................... Phone No: ..................................................
Mailing Address: ...... R:� ......... . ....... ROA . ...... ............................... .... �:Sze&j(� . ..... ..................
Onsite Representati-vet, ....... 'tor: ........... q ..........................................................................
..........
..... A ------- ..... ................. Integra
A
Certified Operator YAI-r .. ........................ ...... Operator Certification Number ...............
.............
Leentinn af Vuvrn-
...... ....... .......... . . . ...... MEE ..... A ........... . ..... 1.177(p ............... ca
.......... .......... . ......... ........ 0.h ...... L7 ......
Latitu de Longitude
'Design. -.Current EoFsign,,, Current Current
Pesign
Swine Capacity Population Poultry Capacity Population Cattle Capacit Population
V
0 Wean to Feeder IFE-Uairy
I0 Layer
I0 Non- r [I Non-Dairyj
0 Feeder to Finish FO
0 Farrow to Wean
El Farrow to Feeder 10 Other
Farrow to Finish
ot f . � I -,,Total Design Capaciity..�
10 Gilt's
Boars ',,::Total SSLW
7z
-H rids
a,,,.,4,..Pff"ei:6f:Laeoons olding P6 10 Subsurface' Drains Presen�t]FD Lgoo, Area ID Spray Field Area
ID No Liquid Waste Management System
-J,
-General
1. Are there any buffers that need maintenance/improvement?
2. Is any discharge observed from any part of the operation? I
Discharge originated at: [:3 Lagoon 0 Spray Field [:] Other
a. If discharge is observed, was the conveyance 'man-made?
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)
c. if discharge is observed, what -is the estimated flow in gaUmin?
d. Does discharge bypass a lagoon system? Uf yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the -waters of the State other than from a discharge?
5. Does any part of the waste management system (other than lagoons/holding ponds) require
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
7. Did the facility fail to have a certified operator in responsible charge?
7/25/97
XYes 0 No
0 Yes PkNo
0 Yes 0 No
0 Yes C] No
0 Yes C1 No
• Yes 9LNo
• Yes N(No
0 Yes 0 No
C1 Yes It No
r-
0 Yes R No
Continued on back

ONo,vio'la'fion� or'de'fi'ciencie's w'ere'-no'ted-durin� this."visit.-No'Umill re'cei've "no fuither
.,..coeri��p6iiden&�h.oiitthis'.visit'.,*,'..'.'.
C I 6mm ent s .(refer to'question #) . : ExO lain Any VESanswirs and/ora6y . reco :.., m - e - nilaftons o th
M r any o er conunents.l.,.,
,Use'dira*mgs of facifiiy tobiette'r explain'situiations. (use additionlal phlgis as niec-'essa'ry):
V11 r C�
Fa0lity Number:
8. Are there lagoons or storage ponds on site which need to be properly closed'?
El Yes
1� No
Structures f Lagoons.1-folding Ponds. Flush Pits, etc.)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
AYes
0 No
Structure I Structure 2 Structure 3 Structure 4 Strucuire 5
Structure 6
Identifier: .............. ......................... .........................
..1-_-11 ......
.......
Freeboard(ft): ............. :!!!U ........ .................................... ................................... .................................... ....................................
....................................
10. Is seepage observed from any of the structures?
0 Yes
$4 No
11, Is erosion, or any other threatR to the integrity of any of the structures observed?
Yes
PIN 0
12. Do any of the structures need maintenance/improvement?
Yes
No
(if any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13, Do any of the structures, lack adequate minimum or tnaximuni liquid level markers'?
es
No
wastg..�tpplication
14. Is there physical evidence of over application?
El Yes
XNo
(if in excess of WMP. or ruroff'enter-ing waters of the State, notify DWQ)
15. Crop type ....... C_ a K.V.\ 7111111-,"k ........................................................... .......
...........................................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMI')?
0 Yes
&No
17, Does the facility have a lack of adequate acreage for land application?
0 Yes
Mo
18. Does the receiving crop need improvement?
El Yes
Wo
19, Is there a lack of available waste application equipment?
El Yes
�&No
20. Does facility require a follow-up visit by same agency?
Cl Yes
9 No
21. Did Reviewer/Inspector fail to discuss review/inspection with on-site representative'?
El Yes
XNo
22, Does record ke'eping need improvement?
Xyes
0 No
For �ertified or Permitted Facilities -Only 41,*
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
Yes
0 No
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
El Yes
0 No
25. Were any additional problems noted which cause noncompliance of the Permit?
0 Yes
[3 No
ONo,vio'la'fion� or'de'fi'ciencie's w'ere'-no'ted-durin� this."visit.-No'Umill re'cei've "no fuither
.,..coeri��p6iiden&�h.oiitthis'.visit'.,*,'..'.'.
C I 6mm ent s .(refer to'question #) . : ExO lain Any VESanswirs and/ora6y . reco :.., m - e - nilaftons o th
M r any o er conunents.l.,.,
,Use'dira*mgs of facifiiy tobiette'r explain'situiations. (use additionlal phlgis as niec-'essa'ry):
V11 r C�
4-.i> �o c— 6; -s
7/25/97
Reviewer/linspector Name La�
Reviewer/Inspector Signature: Date:
a

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTrFrED MAIL
RETURN RECEIPT REQUESTE
Yates Witherspoon
Witherspoon Dairy
610 St. Mark's Church Rd
Bessemer City NC 28016
Dear Yates Witherspoon:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURr-zs
February 11, 1998
N.C. Mpr. OF
A L -Th
FEB 25 1998
MISIN OF
Subject. Request for Status Update UL�""YAI hL�,AAL 0
Certified Animal Waste Management Plan
Witherspoon Dairy
Facility Number: 36-9
Gaston County
In accordance with State Regulations (1 5A NCAC 2H.0217(a)(1)(E)) adopted by the Environmental
Management Commission on February 1, 1993, the owner of the subject facility was required to subm�it a
Certification Form for the facility's animal waste management system by December 31, 1997.
This letter is to advise you that this office has no record of having received the required Certification for
the subject facility. Please provide this office with an explanation as to why this Certification was not
submitted as required. This explanation must he received within 30 days following the receipt of this letter.
Any existing facility owner which did not submit the required certification by the deadline is no longer
deemed permitted to operate their animal waste. management system. Therefore, if the cerfification was not
submitted as required and the facility is still in operation, this facility is being operated without a valid
pern-ft. N.C.G.S. 143-215.6(b) allows the Secretary of the Department of Environment and Natural
Resources to take appropriate enforcement actions for this violation for as long as the violatiorf continues,
As per Senate Bill 1217, which was ratified on June 21, 1996, the Envirom-nental Management
Commission (EMC) may enter into a special agreement with facilifies that did not meet the December 3 1,
1997 deadline. These special agreements can only be iss ' ued to facility owners which signed up for assistance
with their local Soil and Water Conservation District Office by September 1, 1996 and which can
demonstrate that they made a good faith effort to meet the December 31, 1997 deadline. The special
agreement, if issued, would contain a specific schedule for the facility to follow to develop and/or implement
an approved animal waste management plan. Attached is an application for a special agreement between the
EMC and the subject facility. If you can demonstrate that this facility can meet the conditions for a special
agreement, you may send this request along with your explanation as to why the plan has not been developed
and implemented. This request would also be due within 30 days from receipt of this letter.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Afflrmative Action Employer 50 % recycled/I 0 % post-consumtr paper

8 1 �_. L
Also attachett is a form (Form RR 2/98) that must be filled out if the facility is no longer in operation or is
beiov.- die direshold established inl5A NCAC2H.0217(a)(1)(A). Facilities which maintain die numberof animals
below certain thresholds are not required to be certified. These thresholds are:
100 head of cattle
75 horses
250 slkinc
1000 sheep
30,000 birds with a liquid system
Please submi("s form if the subject facility is not operating or is below the threshold limit established in 15A
NCAC 21-1.0217(a)(1)(A).
Please submit all responses to this matter to the following address:
Attn: Shannon Langley
Division of Water Quality
P.O. Box 29535
Raleigh NC 27626-0535
Once your response is received, it will be evaluated in detail along with any supporting information that
you may wish to submit. Following this review, you will be advised -of the results of the review and of any
additional actions that must be taken to bring your facility into compliance.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply wiLli the requirement to develop and implement a certified animal waste
managernent plan by December 31, 1997. Please also be advised that the submittal of a request for a special
agreement does not assure that onewill be issued. Each facility will be reviewed on a case by case basis and
appropriate actions will be taken to bring each facility into compliance.
Thankyou for your inimediate attention to this issue. If you have any questions concemini! this matter,
please do not hesitate to contact Mr. Shannon Langley of our staff at [phone] ext. 581.
Sincerely,
Preston Howard,
cc: Facility File — Non -Discharge Compfiance/En�fbrcement Unit
DWQ Regional Office
Shannon Lwigley
Central files
P.O. Box 29-535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Afflirmative Action Employer 50 cl'c recycled/1 0 % post -consumer paper

State of North Carolina
Department of Eny1ronment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Steve W. Tedder, Chairman December 5,1996
Yates Witherspoon
Witherspoon Dairy
610 St. Mark's Church Rd
Bessemer City NC 28016
Dear Mr. Witherspoon:
IVA
Xf - T
�Wia
E)aHNF;Z
N.C. I)FF>T. op
EWR0N'%1F:NT. IMALTH,
& NATURAL R I-S')l -�(:ES
Subject: Operator In Charge Designation DEC 17 1996
Facility: Witherspoon Dairy
Facility ID #: 36-9 DIVISION OF ENVIRONMENTAL MANA&RUT
Gaston County M.00HISVILlE REGMAL OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. TWs bill
requires that a certffled operator be designated as the Operator in Charge by January 1. 1997, for each animal
waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more horses,
1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management system. Our
records indicate that your facility is registered with the Division of Water Quality and meets the requirements
for designating an OIC.
A training and certification program is not yet available for animal waste management systems involving
cattle, horses, sheep, or poultry. Owners and operators of these systems will be issued temporary animal waste
management certificates by the Water Pollution Control System Operators Certification Commission
(WPCSOCC). The temporary certificates will expire December 31, 1997, and will not be renewed. To obtain
a permanent certification, you will be required to complete ten hours of training and pass an examination by
December 31, 1997. A training and certification program for operators of animal waste management systems
involving cattle, sheep, horses, and poultry is now being developed and should be available by the spring of
1997. The type of training and certification required for the operator of each system will be based on the nature
of the wastes to be treated and the treatment process(es) primarily used to treat the animal waste.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not intend to
operate your animal waste management system yourself, you must designate an employee or engage a contract
operator to be the Operator in Charge. The person designated as the Operator in Charge, whether yourself or
another person, must complete the enclosed application form for temporary certification as an animal waste
management system operator. Both the designation form and the application form must be completed and
returned by December 31, 1996.
If you have questions about the new requirements for animal waste management system operators, please call
Beth Buffington or Barry Huneycutt at 919n33-0026.
Sincerely,
FOR Steve W. Tedder
Enclosures
cc: Mooresville Regional Office
Water Quality Files 4f%
Water Pollution Control Systern 'w; Voice 919-733-0026 FAX [phone]
Operators Certification CommIsNon N% CAn Equal Opportuntty/Affirmative Action Employer
P-0, Box 29535 Raleigh, NC 27626-0535 50% recycled/ 10% Post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresvil:e Regional Off ice
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary [DEEHNF;Z
DMSION OF WATER QUALITY
July 3, t 997
Yates Witherspoon
610 St. Mark's Church Rd.
Bessemer City, NC 28016
Subject: DWQ Animal Waste Operations Site
Inspection Report
Witherspoon Dairy, Facility #: 36-9
Gaston County, NC
Dear Mr. Witherspoon:
A site inspection of your facility was conducted on July 2, 1997 by Mr. Alan Johnson of this
Office. Please be reminded that the components of the certified farm plan must be in place by
December 31, 1997. Continue working with the Natural Resource Conservation Service toward
meeting the deadline. As discussed with Mr. Johnson, the plan should include a stock trail and a
vegetated buffer strip adjacent to the stream below the facility.
Any further correspondence related to the subject inspection will be sent under separate
cover. Also, please be advised that North Carolina General Statutes provide for penalties of up to
$ 10,000 per day per violation as well as criminal penalties for violations of state environmental laws
and regulations. If you have any questions concerning this report, please do not hesitate to contact
Mr. Johnson or me at [phone].
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
cc-. Gaston County SWCD
Facility Assessment Unit
Regional Coordinator
F.V
A*
919 North Main Street, V 14 FAX [phone]
Mooresville, North Carolina 28115 Vf C An Equal Opportunity/Affirmative Action Employer
N
Voice 704-663-1699 50% recycled/ 10% post -consumer paper

1WRoutine_0 Complaint 0 Follow-up of DWQ inipecti()n 0 Follow-up of DSWC review 00ther
Facility Number Date of Inspection 1-7-2-Ul
--- ---- — ----- Time of Inspection 1= 24 hr. (hh:mm)
Total Time (in fraction of hours
Farm Status: bRegistered (3 Applied for Permit (ex:1.25 for I hr 15 min)) Spent on Review
0 Certified El Permit ' ted or Inspection (includes travel and Brocessing
0 Not Operational Dat� Last Operated: .... . . .....
Farm Name: .... ....... . County:
Land Owner Nanie... t 41f 5.yl .... . .... Phone No: . . ....... . .....
FacilityConctact: . ...... . ..... . ..... . ..... .............................. Title . . ................ .... . ........ .... . . Phone No: . .....
..... . ..... ....
Mailing Address* ..... 1p.rk':
Onsite
Integratort . ....... . ....... . .....
_6 . . ... . . ..............
Certified Operator: . ...... Operator Certification Number: . .............. . ......... ...... ...
Location of Farm:
. ...... ............ rzzal.-L...
.. . ....... ...... . ...... . .....
Latitude Longitude
Type of Operation and_Design Capacity
u e
r*efit
P014 tr ttl
y'- Ca CK,, Ci ifcl*4p6 u1jitid,
'W
jL apacfty'� opu litf anaci ulation, 0
J Q Wean to FeedeL !.2yer I P= Dairy
0 Feeder to Finish Non -Layer Non -Da
A_r
.14
0 Farrow to Wean
[71 Farrow to Feeder rt, ,'a C1
10 Fa
ow to Finish
AP:1s.
0 Other
M 10 Subsurface Drain
s Present
ID Spray Field Area
10 Lagoon Area
jt
Genml
1. Are there any buffers that need maintenance/improvement? Yes 0 No
2. Is any discharge observed from any part of the operation? 0 Yes VLNo
Discharge originated at. [I Lagoon [I Spray field 0 Other
a. If discharge is observed, was the conveyance man-made? [:]Yes [I No
b. If discharge is observed, did it reach Surface Water? (if yes, notify DWQ) El Yes 0 No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) 0 Yes 0 No
3. Is there evidence of past discharge from any part of the operation? El Yes kNo
4. Were there any adverse impacts to the waters of the State other than from a discharge? El Yes )9 No
S. Does any part of the waste management system (other than lagoons/holding ponds) require El Yes �ANo
4/30/97 maintenance/improvement? Continued on back

4
IKI
!7acility Number:
'Is facility not in compliance with any applicable setback criteria in effect at the time of design?
7, Did the facility fail to have a certified operator in responsible charge?
8. Are there lagoons or storage ponds on site which need to be properly closed?
Structures-fLatmotis and/or Holding Ponds)
9. Is storage capacity (freeboard. plus storm storage) less than adequate?
Freeb=d (ft): Structu e I Structure 2 Structure 3 Structure 4
CIO?77 . ..... . -- — ----
10. Is seepage observed from any of the structures?
11. Is erosion, or any other threats to the integrity of any of the structures observed?
12. Do any of the structures need maintenance/improvement?
(If any of questions 9-12 was answered yes, and the situation poses an
Immediate public health or environmental threat, notify DWQ)
El Yes
Jk No
[:]Yes
jnNo
E]Yes
Q!�No
c Yes
_d�&_o
Structure 5 Structure 6
• Yes
JkNo
• Yes
W—No
IQ, Yes
0 No
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
Waste Applicatipri
IV177-
14. Is there physical evidence of over application?
Of in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type __CQ M. ..... . .
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
17. Does the facility have a lack of adequate acreage for land application?
18. Does the receiving crop need improvement?
19. Is there a lack of available waste application equipment?
20. Does facility require a follow-up visit by same agency?
21. Did Reviewer/Inspector fail to discuss review/inspection with on-site representative?
For-Certifled Faglfltiec fln1v
22. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
23. Were any additional problems noted which cause noncompliance of the Certified AWMP?
24. Does record keeping need improvement?
0 Yes El No
[I Yes JUNo
0 Yes
C1 No
0 Yes
E]No
Yes
No
0 Yes
No
E]Yes
9 No
El Yes
15 No
El Yes
[I No
0 Yes
0 No
[:1 Yes
0 No
Comiiiehd:(refer t&0qiti.6n'# -_E lain. any.:1YES 'a`n';s'w­'ers_ and/or any r666mm'e`hdatio'n'­ ­' ornments.,
Xp s or,any,o er c
p., � -R,,
se �Iiawin s o aciljt'y to etter�e�iiiri sii��tio.' n -,s,,, ess
es as nec
4e --a,-1 io5kczl(e_� CLO C', bLi iA
4, Ac,; r
Lc",
Ae- o,,.a-vte,- -fe-yepn. Aeodo A44q",,-e_ -Vv-oWj 1��L
, ___W
Reviewer/Inspector Name
Reviewer/Inspector Signature: Date:
_4:�2L 1—Y,
cc: Division of Water Oualitv. Water Oualitv N i G" Fz �'11 'IV Assessment Unit 4/10/97

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
]ames B. Hunt, Jr., Govemor
Wayne McDevict, Secretary
Yates Witherspoon
Rt. 2 Box 644A
Bessemer City, NC 28016
Dear Mr. Witherspoon:
A
OEiHNFR
DIVISION OF WATER QUALITY
September 15, 1997
Subject: Certification/Notice of Violations
Witherspoon Spoon
Gaston County, NC
. The deadline for the certified waste management plan to be implemented is December 31, 1997,
and there will be no extension of the deadline. With this in mind, this letter will touch on some of the
general components and issues that are of concern during an inspection.
As a certified,'or soon to be certified, farm your files at a minimum must contain the following
information, and need to be available for review during the inspection:
Certification forms
Site diagram - showing fencing, streams, buffer zones
Waste application records/forms
Maps of acreage and irrigated fields
Waste utilization plan
Waste and soil analysis records
Emergency action plan and mortality & odor control checklist
Regarding waste application records, all information should be recorded. This includes (but is
not limited to) the field used, total minutes waste was applied (if required), the amount of waste irrigated/
hauled, the amount of nitrogen applied and the crop nitrogen balance. The crops and fields that are being
utilized for waste application must be specified in the certified waste management plan. For those
facilities that grow hay, the date when the hay is harvested should be recorded. If you feel the plan does
not allow you the flexibility you need, contact a technical specialist to have the farm plan modified.
For lagoons/storage ponds, remember that a freeboard of 12 inches plus an additional 5 - 9
inches (depending on location) for a 25 year/24 hour rain event must be maintained from the top of the
storage pond/lagoon. If there is an emergency spillway/pipe, then the level must be maintained to
compensate for a 25 yr/24 hr storm. A pumping marker must also be installed. This may be a pipe or
other structure that is already in the lagoon. Whatever the marker is, it must be prominently identified.
14 FAX [phone]
Mccresviffe, North Ccroiinc 28115 4r' C An Equal opportunity/Affirmative Action Employer
919 North Mcin Stres;;!,
NIf
Voice 704-.663-1699 5Mo recycled/ 10'6 Post -consumer paper

i�
Page 2
The question often comes up as to what warrants a Notice of Violation (NOV). An NOV may
be issued for the following instances, among others:
a) inadequate freeboard,
b) inadequate land for waste application,
c) application on an unapproved crop/acreage,
d) discharge of waste from lagoon/facility,
e) excessive vegetation on the sideslopes of a lagoon/pond, or
f) other minor deficiencies.
Examples of a deficiency would be the waste or soil analysis forms not being up to date or the
application records not being filled out properly.
Please note, failure to submit the certification form by December 31, 1997, does not exclude you
from the responsibility of maintaining your storage pond/lagoon levels and waste application records.
Also, please be advised that North Carolina General Statutes provide for penalties of up to $10,000 per
day per violation as well as criminal penalties for violations of state environmental laws and regulations.
If you have any questions concerning this letter, please do not hesitate to contact Mr. Alan Johnson or me
at [phone].
cc: Gaston SWCD
Facility Assessment Unit
Regional Coordinator
Ai
Sincerely,
.-D
D�ex�*GtO(so
o
Water Quali4egional zSupervisor

K� Animal Facility and Permit Data
Permit Number: AWC360009
Owner:
Yates Witherspoon
Farm Name:
Witherspoon Dairy
Street:
610 Saint Mark's Church Road
City, State:
Bessemer City Zip: 28016
Telephone:
[phone]
Facility Contact:
Clyde Yates Witherspoon
State Reviewer: Susan Cauley / Marie Doklovic
Type of Application: Existing / General I Original
Date App Rcvd: 6/5/2000
EndStatApp.- 1/10/2001
Date Reviewed: 9/1/2000
,DateLWithdrawn:-10/12/2000.-- j
Date Returned:
Date Denied:
Date Issued:
Printed: 10/23/20
Region: Mooresville
County: Gaston
Lat: 35.3567 Long. 81.33
Type of Operation: Cattle
Reg Comm Reqs:
Reg Comm Rcvd:
Add Info Reqs-. 9/14/2000
Add Info Rcvd: 10/12/2000
Ot Ag Com Reqs:
Ot Ag Corn Rcvd:
Comments. 10-1 B-00 Request for Removal Form received and forwarded to Sonya (KMD)..
'CA

011�_ . - -
State of North Carolina
Department of Environment and Natural Resources R�CEIVED
Division of Water Quality WATr--.,? ni IN 17,rY3Ff.T10,q
Non -Discharge Permit Application Form JUN, Q
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operatiowch,,,3, p,,,mjtU,,9
The following questions have been completed utilizing information on rile with the Division. Please
review the information for complete'ness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FacilityName: WitherspoonDairy
1.2 Print Land Owner's name: Yates Witherspoun —
1.3 Mailingaddress: 610 Saint Mark's Church Road
City, State: Bessemer City NC Zip: 28016 -
Telephone �Number (include area code): [phone]
1.4 'County where facility is located. Gaston
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of ii county road map with the location of the farm identified): 3 miles south of Chenyville on the St. Marks Church
Rd.(SR 1416) (about I mile on left.). located between Hwy 279 and 274.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 Date Faciiity Originally Began Operation: 01101145
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 36 (county number); _. 9_ (facility number).
2.2 Operation Description: Cattle operation
Dairy
108- Certified Design Capacity
Is the above information correct? ff-_j�lyes; F]no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine
- Wean to Feeder
- Feeder to Finish
- Farrow to Wean (# sow)
- Farrow to Feeder (# sow)
No. of Animals Tvve of Poulqy No. of Animals hpe of Cattle No. of Animals
Farrow to Finish (# sow)
Other Type of Livestock on the farm:
FORM: AWO-G-E 5/28/98
• Layer - Dairy
• Non -Layer - Beef
• Turkey
Page I of 4 36-9
No. of Animals:

_1M
2.3 Acreage cleared and available for application (excluding all required buffers and -areas not covered by the application
system): 110.4 1 Required Acreage (as listed in the AWMP): 44.4
2.4 Number of lagoons/��� (circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? YES or 6� (please circle one)
2.6 Are subsurface drains present in the vicinity or- under the lagoon(s)? YES or (SD (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm,Siting Act, NRCS Standards, etc.) (Swine Only)
NJAYES or NO (please circle one)
What'was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general per-rnit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time thefacility was certified but should be added to the
CA WMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3. 10 A site schematic.
3.3-11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.'
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to -include any site evaluaLions, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 36-9
ADnlicants Initials
Y

Facility Number: 36 - 9
Facility Name: Witherspoon Dairy
4. APPLICANTS CER
CATION:
1, 6­4cde- ya f -e- 5 IAA.�P_e A,_5 / ogpopr (Land Owner's name listed in question 1-2), attest that
this application for. �/, N e. j: a?" Pa z A?4 (Facility name listed in question 1.1)
has been reviewed by me and is ac- Ic and co�iplctc to'the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. j
Signature
Date / .— Cej
5. MANAGER'S CERTIFICATION: (cornplete only if different from the Land Owner)
1, __ (Manager's name listed in question 1.6). attest that this
application for (Facility name listed in question 1. 1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
SO\ TELEPHONE NUMBER: [phone]
I? FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 36-9

Certification Amendment for Cattle Facilities
FacilityNumber aaL� FacilityName L)AP(-5j2C,0f1 Dear �A
Number of Animals Facility is Certified for jc>'�K Date of Ccrtification��_
Please indicate the maximum number of animals that your animal waste management system is designed to
accommodate:
Dairy Milkinou
Dry cows
Heifers
RECj;jVE[)
Calves ib
WATFrP t"if-AL't TfYSECIPON
Beef Brood Cows
JUN U
Feeders
Stockers
NWJ-Dixhange p,,,it,,,
TOTAL CONFINED AN"AALS. 101
** If this total is equal to the number that your facifity is certified for, you do not need to complete the rest of this
form. If the above total number of animals is different than your certified number but it is what your technical
specialist evaluated wben your facility was certified, please have your technical specialist amend the certification by
completing the section below. If your facility was not previously evaluated and certified for the maximum design
capacity, you must have a technical specialist re -certify your. facility. Your certifi Ication number should be the
maximum number of animals cows, heifers, calves, etc.) that your animal waste management system can
accommodate.
Please use the space below to describe the. operation.
Amended Certification (only needed if the incorrect number of animals was previously certified):
By signing this you are certifying that the aninial waste management system at thisfacilhy has been evaluaiedfor
the maximum number of aninwLs that it can appropriately accommodate; however, the original cerrifica:ion did not
correctly represent this number (shown above as Total Animal Number).
Farm owner/applicant
Signature Date
Farm manager (if applicable)
Signature
Technical Specialist
Signature -
Phone Number (
Date
Date
L9
N.C. DTVIS ION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER,
RALEIGH. NORTH CAROLINA. 27699-1617

General Inrorniation:
Aninial Waste N4anageiiient Plan Certiricatioii
Please ivre or mint all infornindon tlj,,tt does not rcuuirc a simiature
x)an v eme circ e
9
, n im U Z� 20OU
Name of Farm:— jjj I TH E 9P 0 co /� �26 1 R Y Facility No: 9(e -- ,
Owncr(s)Name: �AiE S___V1_jrj�LR,5jR00_N Phone No:"o 4&&D&&V e Permitfing
IL
Nhilino Address: (010 SZ, MAPKS C-HUP
oA g-, P. " e , C4$, hVC -
Farm Location: County Farm is located in:. CASTO)4
Latitudc and Longitude: .3.5 2 1 -5
_LL 0
2�O Integrator:
Please attach a copy of a count)' road map
nanics, directions, milepost, etc.): L
Mll�
Oneration Descrimfion:
7:%,pe of Swine No. of Animals
• Wcan to Feeder
• Feeder to Finish
El Farrow to Wean
• Farrow to Feeder
• Farrow to Finish
• Gilts
• Boars
Lh location ideriffied and describe bclo%v (Be specific: road
Iki�', Le- SntA cn-C Tko ^I d(A)
1) A/ W V 2 -7 Ll C> K,
Type of Poultry No. of A n in to Is
0 Layer
0 PulleLs
Other Type of Livestock:
Type of Cattle Alo, qofAizimal
PrDairy
0 Beef
Number of Aninwls:
Acreage Available for Application: Required Acreage:
Number of Lagoons / Storage Pon s ToW Capacity-, -
3.8,3SO Cubicl`ect(0)
Arc subsurface drains present on Lhe farm: ITS or (S) (please circle one)
If IT, S: are subsurface drains present in the area of the LAGOON or SPILAY FIELD (please circle one)
ONs,ner / Manager Agreement
I (we) verify that al -I the above information is correct and will be updated upon changing. I (we) understand the operaLion
and maintenance procedures established in Lhe approved animal waste management plan for the farm named above and will
iMPICUICrit. these procedures. I (we) know that any expansion to Lhc existing design capacity of die waste treatment wid
storage system or construcfion of new facilities will require a new cerdficaLion to be submitted to the Division of
EnvironnicaLd �Ianagerncnt before the new animals are stocked. I (we) understand that there must be no discharge of
aninial wim(c frorn die storage or application system to surface waters of the state eidier directly dirbugh a man-made
conveyance or from a storm event less severe Lhan ths,;.5-year, 24-hour stomi and there must not be run-off from the
application of animal waste. I (we) understand that'run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Consmafion Smice. The approved plan will be
filed at the farm'arid at die office of the local Sail and Water Conservabon DisLrict. I (we) know Lhat any inodificat,ion
must be approved by a technical specialist and Submitted to the Soil and Water ConservaLion. District prior to
implementation, A change in land o;;mcrship requLres writlen notification to DEM or a new cerLificadon (if the approved
plan is changed) wiLhin 60 days of a LiLle Lransfer.
Narneof Land Owner: C_1VWe_ /"q,
A)
Signature-.--- U,
Sarne of Manager(if/different from owner)*-
Signature-
ANVC -- August 1, 1997
Date:
Date-

Technical Specialist Curtification
I. As a tcclmical slicci.-dist dcsign-mcd by the Nordi Caro'him Suit and Water Comcmition Commis5lon 1)ursuui( to 15A
NCAC 61- 005, 1 ccrtiry that dic wihnal waste Dianagenicat systelli fOr OIC [Mll JIM11Cd ',IbON'C IKUS .111 111illIat
Inan-agullcm plall dill 111CCIS or exceeds slalidalds -Uld SjKCiFICaLiollS of die Division or Environmental Managcment
DENO as SpCCiFICd it] 15A NCAC 2FI.0217 and die USDA-Mitural Resources Cunscrv-mion Scr-vicc (NRCS) mid/or Ujc
j,�ordl Carukim Soil and Walcr Consm-ation Commission pursuam to 15A NCAC 21A.0217 and 15A NCAC 6F .0001-
.0005, The fullowing Cleniclas 'UC illcludcd in die P1.111 as '111plicable. While Cach Categol), designates a tcclmical 511ccialist
WhO nl,-iy Sigll C�ICL) CC ' rfifiCakn (SD, SI, NVUJI, RC, 1), UIC ICCII[IiCal SlIcCialiSL ShoUld Oilly Certiry parts for wbich dicy arc
Icchnically CijljIpC(Cl%1�
11. Certificati, 0 71 of Design
A) Collection, Stoi-ne, Ti-catment Si -stem
Check lite appropriate box
0 Exjistin� facifitywilhout retrofit (SD or WUP)
Storage voluwc is ndcquatc for operadoti capacity; storage capability consistent -widi wastc uLilizadon
r""'fe "'C"",
M/IN'cw, expanded or retrofitted facilit (SD)
Anblial waste storage and Lreautictit structures. such ns but oot limited to colIcclion systems, Iagooiis and ponds,
have kcn designcd to viect or e.wmi Lbc minirsium standards and spccificnfions.
Name of Tedmical Specialist (Plcasc Print): .51 12 Lv rI � 9
AffiliaLion &IZ c� Datc WorK Completed: 6
Address (Agcncy)-, -j3oj #-wy bapaj Phonc No.: 20 q) 9;a I -, f
AL 2 PQ,3 Y-- L,
Signature: dAaf,�w 144111�1 Date: -4��"
j3) Land-Applicatioil Site (IVUP)
The 1)lzui providcs for uiloiLnum sepru-aGons (buffcrs); adquatc amoutit or Iruid for Nvastc UffliZ-11doll-, ChOSC(I Crop is
sult.able for waSm matingcnicut; hydraulic ruid liuLricilL loadin rates.
Name OfTedmical Specialist (PIC-asc Print):.
te Work Cojiil)IcLcd:- lolzob-2
Address (Agency): /-30-3 Ite- kv-) L , (-2P63VPhojic No.: Y157/
-S 't/
Signawrc:- Ditc: /-Z-98
Q RLIIIOff C011trOIS from ENterior Lots
Check the cppropriate box
0 Facility without exicrior lots (SD or NVURor RQ
This ficility does no� contain any cxtcrior lots.
Fnility-with cx(crior lots (RQ
Mcjlods to Illitihilize ttic run orf Or NfluLlIlLs froui lounchig wid licavy uso. arc,6 havc 1kcil desiglicd ill
0
acco;dance wiLh tecbnlc-�d standards d-.vclol)cd by NRCS.
NaiiieorTecIiiiic,,ilSl)cci,-ilisL(PleascPritit)-. I
�ffilkldon�f-A,g-Ln JI'V Date Work Complctcd: Fc9
Addr (Ag IcY)*..j-2'D% r , I A/<
Phonc No,:.
Datc:Z- Z
Signature L
AWC — August 1, 1997

D). Applica(ion and Handling Equivinent
Check the apprupria(c box
1J Existing or expaildi g facilily with jng s%'aSLC al�)11&atiuii Cquipment (NVUP or 1)
Animal wasEc applicadon equipment specified in die plait has bCCL1 either field calibrated or evaluated in
accordance with exisdog design charts and tables and is able to apply waste as necessary to acconunolate die
waste management plan: (existing applicaLion equipment can cover the area required by die plan at rates not to
exceed cidier the specified hydraulic or nutrient loading rates, a schedule for timing or applications has been
established; required buffers can be wainialned and calibration and adjustment gul(L-mcc are contained as part of
fl)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accouunodatc the waste management plait; (proposed application equipment can cover the arca required by die
plan at rates not to exceed cither the specified hydraulic or nutrient loading rates-, a schedule for Liming of
applicadons has been established; required bufrers cart be maintained; calibration and adjusLaicia guidarice are
contained as part of die plait).
Q NQw. ezpal&Q. or �xjsting facility wRbout exisi,ing wast� applical,iou equipingtit fQr land 5preading 1)01 UShIR
. . . I OV UP or 1)
Animal waste application equipment specified in the plait has been selected to apply waste as necessary to
iccontinodate the waste nianageumit plwi; (proposed applicat.ion. equipatent can cover Lfic. area requifcd by the
plan at rates not to c-cccd either Lhe specified hydraulic or nutrient loading rates', a schedule for CWfing of
applications has been established; required buffers can be rilainlained; calibration and adjusuncia guidwice arc
Contained as part of die pian), I
Name of Tcchj�ical Specialist (Please Print):
Affiliation
Address (Agen'Fc
Signature: /a
r z Date Work Coniplci.cd-.
L
c:AZzk-pG. Phonc No.
L
Date: 22
E) Odor -Control, Insect Control, Mortality Manapenient and ErneMcncy Action Plan (SD
SL WUP, RC or 1)
The waste nianagertictit plan for this facility includes a Waste Managment Odor Control Checklist, art Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plait. Sources or both odors aiid
insects have been evaluated with respect to this site and Best Management PracLices to MiriLinize Odors and Best
Managentent Practices to Control Insects have been selected and included in the wWc nianagcuictit plan. BoLh the
MorWity Management Plan and the Emergency Action Plan are complete and caii be impleniciacd by this facility.
Nanic of Teclinical Specialist (Picase Print):
Affiliation 65:,,_,c +o�,, L. ,
Address (Agency)-,
Signature:
M
te Work Completed: /— -z - 74
wV Phone No.:('704)
Dam: J - 2 - 9 R
F) Written Notice of New or Expandifig Swine Farm
The following signature block Is only to be used rur Pew or expanding swine farnis that begiii construction after i une
21, j996. ir tire raciiity was built before June 21, 1996, when was It coustructed or last
c.xparided
I (wc) Certify that I (we) have attempted to contact by ccrbrjcd maii all adjoining property owners wid all property owiiers
who own property located across a public road, stre" or highway from Lblis new or expwiding swine farm. The noUcc was
in compliance wiah the requ�cmcms of NCGS 106-805. A copy of die tiotice and a list of the ptoperty owiiers tioURed 'is
attached.
Name of Land Owner:
I
.5ignature: Date:
Name of Manager (if different from owner):
Signature: —Date:
ANVC .. August 1, 1997 3

III. Certification of Installation
A) Collection, S torape, Treat men t Installation
New, cuanded or rc[rofitted facility (SI)
Animal waste storage and treatment stmCturcs, such as but not limited to lagoons wid ponds, have been installed
in accordance with dic approved plan to meet or exceed the minimum standards and SpecifiCa Lions.
For existing facilities without retroj'its, no cerlification is necessaty.
Name of Technical Specialist (Please Print): j ja4 ;;,vi /A -
Affiliation '�V J'fs
Ac's Date Work Completcd--v=��.—
Address (Agency): Izal A�w j2a4 c AL4z!�� Phone No.:C,7off2 Y2z- J�trk
Signature: Date: le - -s- - ?d
B) Land Application Site (NVUP)
Check the appropriate box
�iz The cropping systern is in place on all land as specified in the aninial waste management plan.
0 Conditional Approval: all required land as specified in the plan is cleared for planLing; the cropping system
as specified in the waste udlization plan has not been established and the owner has committed to establish the
vegetation as specified in Lbe plan by (momblday/year); the proposed cover crop is
appropriate for compliance with the wasteutilizabon plan.
a Also check Lhis box if appropriate
if the cropping system as specified in the plan can not be establisbed on newly cleared land within 30 days
ofthis certification, the ownerbas committed to establish an interini crop for erosion control;
Name of Technical Specialist (Please Print): J2A V1 D 2 T -RE P P1 AV
Affiliabon tLl% Con -5 -
e'tz.�]R^ 'DL.%Jct(� Date Work Completed: io/mo/77
Address (Agency): lao-1 !�Le-rPVL;111e. gw�, J1J1,,,)/C.Z"6 q PhoneNo.:00�) ?a -V/01
Signature:_ 06� IKIWP�� Date:- / /5z�2
Tlis following signature block is only to be used when the box for conditional approval in M. B
above has been checked.
I (we) certify that I (we) have conwiitted to establish the cropping system as specified in my (our) waste utilization plan,
and if appropriate to establish the interim cTop for erosion control, and will submit to DEM a verification of completion
froin a Technical Spccialist witifin 15 calendar days following the date specified in the condifional cerLiftadon. I (we)
realize that failure to subinit this verification is a violation of,thewaste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
ANVC — August 1, 1997

Q Runoff Controls from Exlerjur Lots (RC)
Facility with exterior lot5
Methods to atillinlize dic full off ur I)OIIULUIIS frOHI IVUllgi[Ig and heavy USC UCZkS have been installed as specified
in U)c plan.
Forfacilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Prim):
Affiliation (-2V),SQrVEnj:D '\. D:
Address (Agcncy): j3g-� �,kte,v
Signature:_ d,
Date Work Coniplcwd: 5 1 A 0 A9
I Z Ly ione No.-.4oq -2— ` � 19 L
VA --Pl _ 122 9'z
nn t n. - Mz q /9� 8
D) Aimlication -and Handling Equipment Installation (WUP or 1)
Chcck the a) priate block
Animal WaSLC .111pliCadoll and handling equipuncrit specified in the plan is oil site wid ready for use;
calibraLi011 and adjusuncut materials bave been provided to ilic owners and are containcd as pan of die plan.
Animal waste application and handling equipment specified in the plan bas not been installed but the wAiicir
has proposed leasing or t1drd party applicaGon and has provided a signed contract; equipuicrit. specified in
the contract agrees with die requircuicras of die plzw; required buffers can'be uialnLaincd; calibrit-ion and
adjustment guidance have been provided to the owners and ue contained as part of the plan.
0 Conditional approval: Ailinial waste application and handling cquipuictiL specified in Uic pla.n bas
been purcbased and will be on site and installed by (itwrlt-h/day/year); Were is adequate
storage to hold We waste unUl dic equipment is installed and unfil the waste can be lwid applied in
accordwice with We cropping system contained in the plan; wid calibration and adjustment guidwice have
been provided to the o%vllcrs and arc containcd as pan of Lhe plan._
Nwne of Tedmical Specialist (Please Print):
Affiliat.ion :15;�.fsq,-s /Ola"
Address (Agen Y):
Signature7,
Dgt� )bLfSDatc Work Completed:
LCr— �
226c:, I— Phone No..-M7�NE- Y"
Date: �� -&a -:3 f :?
The following&g�Wre block is fily to be used when the box for concutional approval in ijaD
above has been checked.
I (we) ccrUfy that I (Nve) liave committed to purchase die aiiiiiial waste appliCaU011 aild haridling aluipfflelit as
specified in rny (our) waste management plan aiid will subinit to DEM a verification of delivery and 111SLailadon
from a Techrtical Specialist widiin 15 calendar days following die date specified in the conditional ccrLificaLion. I
(we) realize dial failure to submit tWs verificatiou is a violat.ion of Uiewaste. maiiagnicill plan and will subject iiie
(us) to an enforcement action from DEM,
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date:
E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Mcdiods to control odors and hisects as specified in Lhe Plan have been installed and are operat.ional. The
mortality maitagenient system as speciricd in Uic Man has also been installed and is opciaLional.
Nameof Technical Specialist (Please Prino: L � L, -c fz 2 Z4- A/
'Date Work Completed: CO3-,Y,/F-8
Address (Agency):JYI)-� I�wjj' rA/C-zUd Phone No., q 2zz-vg/
Signature:_C)., Y )le -191 —D-dto, 99
ANVC — August 1, 1997

Please return the completed form to the Division of Water Quality at (lie followhig address:
Department of Environment, Health, and Natural Resuurces
Division Of Water Quality
Non -Discharge branch, Compliance Ujiit
11.0. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to tile local Soil and Water Conservatim District Office mid to keep a cop),
in Your riles with your Afflinal Waste N-Iniingement )']all.
ANVC .. August 1, 1997 6

R�
WASTE MANAGEMENT PLAN
WITHERSPOON DAIRY
GASTON COUNTY, NC
DAIRY SIZE: 80 COWS
JOB CLASS: IV
FARM NUMBER-
108
TRACT NUMBER:
316
LOCATION:
Gaston County, NC - on State Road 1438
TYPE OF OPERATION-
Family Dairy Farm
SIZE OF FARM:
126 ACRES
SIZE & TYPE OF DAIRY HERD:
80 Holstien Milk Herd
WATERSHED:
Beaverdam Creek
NAME OF STREAM:
Tributary of Little Beaverdarn Creek
HYDROLOGIC UNIT NUMBER:
03050102050020
RIVER BASIN:
Catawba River
BASIN CODE:
030805
CRITICAL WATER SUPPLY WATERSHED
YES
TECHMCAL ASSISTANCE:
GASTON COUNTYNATURAL RESOURCES
CONSERVATIONDISTRICT
NA TURA L RESOURCES CONSER VA TION
SERP7CE
fC�i�PERA TIVE EXTENSION SER117CE
File: wither spo on/wmp-covr. wpd

WASTE MANAGEMENT PLAN
TABLE OF CONTENTS
YATES WITHERSPOON
SECTION 1: OVERVIEW
10, PURPOSE AND OBJECTIVES
WASTE UTILIZATION PLAN
NARRATIVE OF SYSTEM
SECTION 2- WASTE MANAGEMENT SYSTEM
10. WASTE uTILIZATION PLAN
0 TABLE I - Field Nutrient Application
6 TABLE 2 - Application and Nutrient Summary Table
6 Waste Utilization Plan Certification
0 Waste Application Spreadsheets
TECHNICAL ATTACHMENTS:
ATTA C H INT E N T I SOIL TEST ANALYSIS - FORM ADI
ATTACHMENT 2 WASTE ANALYSIS INFORMATION SHEET
ATTACI-I M I- NT3 WASTE STORAGE POND ELEVATION DRAWING
ATTAC H N-1 ENT 4 SOIL MAP FOR LAND APPLICATION
ATTA C 11 NI E NT 5 SOILS SUITABILITY FOR WASTE APPLICATION
ATTAC [I NI ENT 6 PLAN MAP FOR FIELD LOCATION
TECHNICAL FORM&
SLUR -1 & 2 SLURRY AND SLUDGE APPLICATION FIELD RECORD
SLD -1&2 MANURE SOLIDS APPLICATION FIELD RECORD
IRR -1&2 WASTE STORAGE POND IRRIGATION FIELD RECORD
w OPERATION & MAINTENANCE PLAN
0� ENIERGENCY ACTION PLAN
10� ANIMAL WASTE PLAN CERTIFICATION
SECTION 3: WASTE MANAGEMENT SYSTEM DESIGNS
Do- INDEX
11. WNIS DESIGN OVERVIEW
111. NN,ms COST ESTUNIATE
SECTION 4:
10, CLEAN WATER EXCLUSION
a Diversion

SECTION 5:
10. WASTE & WASTE WATER COLLECTION SYSTEM
Nfilkwater Pipeline
Push Off Ramp
Concrete Lot Extension
SECTION 6:
01 WASTE STORAGE SYSTEM
Waste Storage Pond
Waste Storage Structure
SECTION 7:
10� WASTE APPLICATION SYSTEM
SECTION 8-
10. STREAM PROTECTION SYSTEM
Heavy Use Area
Livestock Exclusion
Livestock Exclusion - Stream
(File: wmp-indx.wpd)

AGRICULTURAL WASTE MANAGEMENT SYSTEM
PURPOSE AND OBJECTIVE:
To manage livestock waste (manure and runofj)
To prevent degradation of'air., soil and water resources
To protect pu blic h ealth and safety
To prevent the discharge ofpollutants to surf4ce or ground water
To recycle nutrients andwaste through soil andplants
WASTE MANAGEMENT PLAN - COMPONENTS AND
DESCRIPTION
1. WASTE UTILIZATION PLAN
W Amount of Manure Produced
Maps of Fields for Application
Crops to be Grown and Application
Time and Rate of Application
Records Required:
W Waste and Soil Analysis Tests
Waste and Fertilizer Application
Location, Crop Type, Date, and Amount of Application
2. OPERATION AND tN"IAINTENANCE PLAN
D. Safety is a primary consideration in managing animal waste
Safety of the operator is considered in the planning and designing of the system
Outlines required procedures for maintenance and operation of the installed system
3. EMERGENCY ACTION PLAN
Procedures on how to stop any release of waste during an emergency
Phone numbers for contacts
4. NVASTE NIANAGE.NIENT SYSTENI DESIGNS
Design of system from production of animal waste to application & utilization by
crops
List of Waste Management Practices to be installed
Map showing location of major components
Agricultural Waste Management System
Witherspoon Dairy - Gaston County Page I

AGRICULTURAL WASTE MANAGEMENT SYSTEM...
0. Construction Plans and Specifications
Installation schedule
Initial investment (cost of system)
Available cost share binds
Annual maintenance and operation costs
Time required for operation and maintenance
5. LANDOWNER ACCEPTANCE AND APPROVAL OF PLAN
10. Understand requirements of Plan
Review of Construction Drawings & Specifications
Cost share provisions of Plan
Agree to implement Plan
Agree to maintain and operate system
File: ag-wms97.wpd
Agricultural Waste Management System
Witherspoon Dairy - Gaston County Page 2

N
WASTE UTILIZATIO ,PLAN NARRATIVE
DAIRY WASTE SYSTEM OPERATION
Size of Dairy: 80 cow herd
80 milk cows are partially confined to freestalls, a feed lot and the milking parlor. Milk cows use
an adjoining lounging area.
10 Dry Cows I 10 Calves (In Barn) 1 60 Heifers (on P
All contaminated runoff will be collected in the Waste Storage Pond. This pond is designed to
provide storage for normal rainfall runoff from the feedlot and waste water ftom the milk parlor
for a 180 day period; and, provide storage space for the twenty-five (25) year, twenty-four (24)
hour storm runoff from the feedlot and any watershed into the pond. All solid waste will be
scraped from the lot and stored in the Waste Storage Structure. This structure is designed to
provide storage for solids accumulation from the feedlot for a 60 day period.
This Nutrient Management System installed and operated according to this plan is designed to
prevent discharge of pollutants to surface and ground water by recycling the livestock manure and
runoff through soil and plant utilization.
The value of 1he mitrients available to crops in this systeni that will be land applied is
S3,360 per year based on 1997 commercial rertilizer costs.
MAJOR COMPONENTS OF SYSTEM: (Listed in order of planned installation)
CLEAN WATER EXCLUSION SYSTEM� This system is designed to keep clean water
out of waste and wastewater containment facilities.
A Diversion will be constructed North of the feedlot to exclude clean water coming from
adjacent buildings and gravel areas,
2. WASTE AND WASTE WATER COLLECTION SYSTEM: This is designed to contain
waste and waste water from the milk parlor, the heifer barn and the expanded feedlot and
direct it to a storage facility.
The Milkwater Pipeline will collect the milk parlor wash water and carry it to the outlet
at the manure chute and into the Waste Storage Pond,
Witherspoon Dairy December
1997
Gaston County, NC Page I

The Concrete Lot Expansion & Curbing will be used to collect waste from the feedlot.
The new concrete is connected to the Waste Storage Structure and the Push Lane.
The Push Lane will be used to convey waste and waste water ftom the feedlot to the
Manure Chute and down into the Waste Storage Pond. The Manure Chute is a concrete
slab used to prevent erosion from occurring on the inside slope of the Waste Storage
Pond.
WASTE STORAGE SYSTEM: This system consists of structures designed to store
waste and waste water runoff until suitable land application or irrigation conditions exist.
Waste Storage Pond 01 is designed for 180 days storage of the average waste water
from the milk parlor and waste water runoff from the feedlot. Additional storage space is
included to contain the 25 -year 24-hour storm runoff from the feedlot. A highly visible
marker on the manure chute indicates the level of storage available prior to
infringing on the 25 -year 24-hour storm capacity. The Waste Storage Pond consists
of an earthen dam, clay liner, emergency spillway, and I pump pad area.
Waste Storage Structure is designed to store 90 days accumulation of solid wastes on
the lot produced by a 80 dairy cow herd. The Waste Storage Structure consists of an
earthen dam, a concrete slab and curbing. The structure drains to the push lane and then
to the Waste Storage Pond,
4. WASTE APPLICATION SYSTEM:
The Underground Main & Hydrant System for the Waste Storage Pond consists of a
20 hp electric irrigation pump. The lateral and main line pipes are cl 160 SDR 26 PVC. The
depth of installation is 24" min. There are 3 hydrant units with 10 stationary gun
positions.
The waste from the Waste Storage Structure will be loaded with a front end loader, The
waste is hauled and applied to nearby crop fields. See Waste Utilization Plan for times
amounts and places to spread. See the Operation & Maintenance plan for operation
procedures.
BROADCAST APPLICATION: Waste will be hauled from the Waste Storage Pond to
nearby fields and land applied with a honey wagon.
RECORD KEEPING: A record system is required on all application of nutrients
including time, fields, volume applied and available nutrient according to nutrient analysis.
soil test records also are required,
Witherspoon Dairy December
1997
Gaston County, NC Page 2

Records on Soil Test, Waste Analysis, and Waste Application are required by Senate Bill
1217. See� Attachment #1 - Soil Sample Information Sheet
Attachment 42 - Waste Analysis Information Sheet
REQUIRED RECORDS ARE:
SOIL TEST ANALYSIS
ANNUALLY
WASTE ANALYSIS
EVERY 4 MONTHS (FEB - JUN - OCT)
WASTE APPLICATION RECORD
FOR EACH APPLICATION
WASTE IRRIGATION RECORD
(SEE: Aftachniezit 3 for pwid levels that must be maintailled for the system to
operate as designed).
Waste accumulating in the calf barn will be spread 12 times per year.
5. STREAM PROTECTION SYSTEM: This system is designed to prevent water quality
degradation by excluding cattle from streams and filtering any runoff from lounging areas.
A Heavy Use Area Protection will be installed at the lounging area (usually void of
vegetation) near the entrance to the feedlot to prevent excessive erosion.
Livestock will be excluded from a 100 ft. wide vegetated strip between the lounging area
and the stream. This area must be maintained to filter any runoff and may be temporary
grazed only.
A Livestock Exclusion will be installed to prevent cattle from lounging in the main
stream causing erosion of the stream bank and other water quality problems,
File: wupnaryw. wpd
Witherspoon Dairy December
1997
Gaston County, NC Page 3

Rev. 4/97
Producer: - )YITHERSPOON DAIRY (Filc: vyup-yj�197.wpd)
Telephone: -VO4) 435-2251 Type Operation: 80 DAIRY COWS
The waste from your animal facilities must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste will 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. You must have the animal waste
analyzed to determine nutrient content as close to the time of application as practical, and at least
within 60 days of the date of application before each application cycle. Waste analysis should be
done every 4 months - Februnq, June, and October. Soil nutrients in all fields where the
waste will be applied must be analyzed at least annually so that all plant nutrients can be balanced
for realistic yields of the crop to be grown. Soil test and waste analysis records must be kept for
five (5) years.
Several factors are important in implementing your Waste Utilization Plan in order to maximize
the fertilizer value of the waste, and to ensure that it is applied in an environmentally safe manner:
Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Lime
must be applied to application fields as recommended by soil test to maintain
the plant uptake of nutrients.
2. Soil types are important, as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.
(SEE: Attachment 5. Soils Suitability)
3, Normally, waste shall not be applied to land eroding at greater than five (5) tons
per acre per year. Waste may be applied to land eroding at five (5) tons or more
tons per acre annually, but less than ten (10) tons per acre per year providing that
adequate filter strips are established.
Witherspoon Dairy December, 1997
Gaston County, NC

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 NC Division of Environmental Management (NCDEM)
.0200 regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of nutrients for crop production, and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to
bare ground not more than thirty (30) days prior to planting a crop or forages
breaking dormancy, Injecting the waste or disking will conserve nutrients and
reduce odor problems.
7. Zinc and copper levels in the soils in all fields that waste is applied shall be
monitored and alternative application fields shall be used when these metals
approach excess levels.
This plan is based on the waste application by broadcast and irrigation method. If you
choose to change methods in the future, you need to revise this plan. Nutrient levels for
different application methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
dairy livestock operations, Actual acreage requirements should be based on the waste analysis
report ftorn your waste management storage facilities. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied. Provisions shall be made for the
area receiving waste to be flexible so as to accommodate changing waste analysis content and
crop type. Lime must be applied to maintain pH in the optimum range for specific crop
production. The Waste Storage Pond is designed for 180 days' storage. The Waste Storage
Structure is designed for 60 days' storage.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the arnount/acre to apply and the proper application rate prior to applying the
waste.
Your waste management system is R planned system for managing liquid and solid manure,
including runoff from concentrated livestock areas, in a manner that sustains and enhances
the quality of air, water, soil, plant, and animal resources. This system, with all components
installed and maintained, will meet the requirements for compliance with 15A NCAC 2H
.0217 adopted by the Environmental Management Commission,
Witherspoon Dairy December, 1997
Gaston County, NC 2

The waste management system that is covered by this Waste Utilization Plan shall be
operated only by persons who hold a valid certificateas an operator in charge of an animal
waste management system. The NC Water Quality Commission will provide training and
certification of operators.
Nutrient values used on Page 4 are based on analysis of waste from similar livestock
operations in North Carolina. (Source: USDA-NRCS FOTG Practice Standard 633 -Waste
Utilization, Page 633-14).. Actual nutrient content of slurry pumped from this system may
vary from these values. Waste analysis should be made of the actual slurry as soon as
possible after significant waste accumulates in the waste storage pond. Information on
proper sampling techniques, preparation, and transfer of waste samples to Lab is provided
on back of form. (SEE: Attachment #1 - Soil Test Analysis and #2 - Waste Application
Record).
The applicator is cautioned that P and K may be over applied if application is made based
on Nitrogen alone.
Loss of stand will result in reduced yields and less nitrogen being utilized. Caution must * be
taken in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended. This Plan
only addresses Nitrogen application.
POUNDS OF ANBIAL WASTE NITROGEN = TOTAL REQUIRED NITROGEN LESS
ANY COMMERCIAL NITROGEN SUPPLIED.
Witherspoon Dairy December, 1997
Gaston County, NC 3

ESTIMATED AMOUNT OF WASTE STORAGE CAPACITY:
(See Waste ManaRement Plan for determ�ination of waste)
TOTAL ANINIAL WASTE AND WASTE WATER VOLtJME
GENERATED IN ONE (1) YEAR:
WASTE STORAGE POND #1: (Irdeation)
go
'GAIErOIRS1
0
us
i.51....:
19.9
. . . . . . . . . .
1,173
va
MR -1 1101 aklgi-ae
EfM
pwi F.
V 1)02 V-01
1,173
111MM
RN
MUM
Waste Storage
80
180
Irrigation
858
1173
Pond #1
Waste Storage
80
60
Broadcast
513
2630
Structure
Dry Cows
10
365
Broadcast
228
228
[Young Heifers
10 130
1
Broadcast
6
1 73
TOTAL ANINIAL WASTE AND WASTE WATER VOLtJME
GENERATED IN ONE (1) YEAR:
WASTE STORAGE POND #1: (Irdeation)
go
'GAIErOIRS1
539,980
'Atn""":"
01-M-si
i.51....:
19.9
. . . . . . . . . .
1,173
mvow'0701%
MR -1 1101 aklgi-ae
EfM
pwi F.
V 1)02 V-01
1,173
WASTE STORAGE STRUCTURE: (Broadcastl
G� TWS_
184,576
X'AiVA
AAA
NIA
2,630
228
111MM
RN
2,630
DRY COWS: 10 (Loun,2iniz Area) (Broadcast)
Witherspoon Dairy December, 1997
Gaston County, NC 4
53
X'AiVA
AAA
228
228
Witherspoon Dairy December, 1997
Gaston County, NC 4

YOUNG HEIFERS: 10 (Hutches) (Broadcast)
Applying 724,556 Gallons and 70 Tons of waste annually must be part of the total dairy
system. Schedule time & have necessary equipment ready to apply waste according to
Plan.
Witherspoon Dairy December, 1997
Gaston County, NC 5
1� M-
-1111-P.."s- W11 "Al".."o?, 1W 113,
'""r M
�7 VK
M -Nn
73
,,/YFA
IMM _ � _
73
Applying 724,556 Gallons and 70 Tons of waste annually must be part of the total dairy
system. Schedule time & have necessary equipment ready to apply waste according to
Plan.
Witherspoon Dairy December, 1997
Gaston County, NC 5

WASTE APPLICATION TABLES
The crop fields shown on Table I are available for waste application. It is assumed for row crops
that only a fraction of the total annual nitrogen requirement can be applied using animal waste.
The "Lbs. N Required Per Ac. " shown in the tables are estimated annual nitrogen (N)
requirements of the crop to be grown based on the potential productivity of the soil.
The recommended Lbs. of N to be applied per acre indicates the Nitrogen that can be reasonably
applied to the crop and used by the crop in a timely manner using animal waste alone. It will not
be practical to meet all the nutrient needs of some crops with animal waste. Supplemental
applications of commercial fertilizer may be required during the growing season in order to meet
all crop nutrient needs.
Acres shown in Table I are considered to be the usable acres, excluding required buffers, filter
strips, odd areas where waste cannot be applied, and perimeter areas not receiving full application
rates due to equipment limitations. Actual total acres in the fields listed most likely will be more
than the acres shown on the table. Use the form provided with the plan to record each waste
application. Record keeping of waste, soil and application is required by Senate Bill 1217.
The following legend explains the crop codes used in Table 1:
Witherspoon Dairy December, 1997
Gaston County, NC 6

TABLE 1: * FEELD NUTRIENT APPLICATION - ACRES OWNED BY PRODUCER
Witherspoon Dairy December, 1997
Gaston County, NC 7

Witherspoon Dairy December, 1997
Gaston County, NC 8

p :�
co
Z,�'
C)
U07
tz�
C9
0
El
cr
CD

TABLE #2: APPLICATION SCBEDULE & NUTRIENT SUMMARY TABLE
Witherspoon Dairy December, 1997
Gaston County, NC 10
NO ST.
. . . . . ..... . ........ .
L
19.1 UIED0
DI
�ZFJVN
gmg
P,
JANUARY
20,000
285
1.4
291
FEBRUARY
1.4
6
6
MARCH
26,000
371
1.4
6
377
APRIL
1.4
6
6
MAY
10
858
36,000
513
1A
6
1,377
JUNE
1.4
6
6
JULY
34,000
485
1.4
6
491
AUGUST
1.4
6
6
SEPTEMBER
34,000
485
1.4
6
491
OCTOBER
1.4
6
6
NOVEMBER
9.9
315
34,576
493'
54.4
234
1,042
DECEMBER
1.4
6
6
MA
%
1997 CURRENT COMMERCIAL PRICES FOR NITROGEN, PHOSPHATE, & POTASH ARE AS
FOLLOWS:
CON04ERCIAL COST
VALUE OF APPLIED MANURE & NUTRIENTSfYEAR
NITROGEN 0.3lfLB.
4,103 LBS.
S1,272
"mom
PHOSPHATE S 0.261LB.
,' Wf`
4,954 LBS.
$1,288
POTASH S 0. 13/LB.
6868 LBS.
$893
M
TOTAL
ANNUAL
$3�361
VALUE
. . . . . . . . . . . . . . . . . . . ...............
Witherspoon Dairy December, 1997
Gaston County, NC 10

AMOUNT OF WASTE & STORAGE IN POND EACH MONTH
PUMP THE WASTE STORAGE POND AT THE END OF MAY AND NOVEMBER. The
application of waste should be in progress before the level of the pond reaches the "FULL"
marker, unless it is raining or the soil is saturated. Wait two (2) days after each 1/2 inch rainfall on
fields to irrigate. Under no circumstances is the liquid level to go above the "FULL" marker
on the post. Fescue areas will serve as emergency application sites.
AMOUNT OF WASTE AND STORAGE
IN W.S.P. EACH MONTH
Lz 60
U
40
W
a.
Kill
�j
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
PUMP MONTHS: MAY, NOV
180 DAY STORAGE
0 STORAGE [-] WASTE
Witherspoon Dairy December, 1997
Gaston County, NC
JAN
I FF -B
MAR
I APR
MAY
'JUN
JUL
I AUG
SEP
I OCT
NOV
DEC
WASTE
43
64
76
5
12
21
33
46
59
71
0
22
STORAGE
57
36
24
15
88
79
67
54
41
29
100
1 88
PUMP THE WASTE STORAGE POND AT THE END OF MAY AND NOVEMBER. The
application of waste should be in progress before the level of the pond reaches the "FULL"
marker, unless it is raining or the soil is saturated. Wait two (2) days after each 1/2 inch rainfall on
fields to irrigate. Under no circumstances is the liquid level to go above the "FULL" marker
on the post. Fescue areas will serve as emergency application sites.
AMOUNT OF WASTE AND STORAGE
IN W.S.P. EACH MONTH
Lz 60
U
40
W
a.
Kill
�j
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
PUMP MONTHS: MAY, NOV
180 DAY STORAGE
0 STORAGE [-] WASTE
Witherspoon Dairy December, 1997
Gaston County, NC

AMOUNT OF WASTE & STORAGE IN STRUCTURE EACH
MONTH
AT THE END OF FEBRUARY, APRIL, JUNE, AUGUST, OCTOBER, AND NOVEMBER,
THE WASTE STORAGE STRUCTURE WILL BE EMPTY. The application of waste should be
in progress before the Structure is Ul, unless it is raining or the soil is saturated. Wait two (2)
days after each 1/2 inch rainfall on fields to broadcast,
AMOUNT OF WASTE AND STORAGE
irorl
�— 80
z
Lu 60
40
Uj
(L 20
E
IN W.S.S. EACH MONTH
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
PUMP MONTHS: FEB,APR,JUN,AUG,OCT,
60 DAY STORAGE
0 STORAGE [7 WASTE
Witherspoon Dairy December, 1997
Gaston County, NC 12
JAN
FEB
MAR
I APR
MAY
JUN
JUL
AUG
I SEP
OCT
I NOV
DEC
WASTE
3
34
6
61
0
55
1
57
1
58
0
34
STORAGE
97
66
1 94
39
--T-
100
45
99
43
99
42
100
66
AT THE END OF FEBRUARY, APRIL, JUNE, AUGUST, OCTOBER, AND NOVEMBER,
THE WASTE STORAGE STRUCTURE WILL BE EMPTY. The application of waste should be
in progress before the Structure is Ul, unless it is raining or the soil is saturated. Wait two (2)
days after each 1/2 inch rainfall on fields to broadcast,
AMOUNT OF WASTE AND STORAGE
irorl
�— 80
z
Lu 60
40
Uj
(L 20
E
IN W.S.S. EACH MONTH
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
PUMP MONTHS: FEB,APR,JUN,AUG,OCT,
60 DAY STORAGE
0 STORAGE [7 WASTE
Witherspoon Dairy December, 1997
Gaston County, NC 12

Animal Waste Nitrogen/Year That May be Applied
PAN Produced Per Year
Nutrient Deficit
The above calculations shows the monthly amount of nitrogen that may be applied based on the
cropping system in Table 1, the annual amount of nitrogen from animal waste available, and the
amount of commercial fertilizer needed.
Soil test and waste analysis records shall be kept for five (5) years. Waste
application records for all other waste shall be maintained for five (5) years.
The landowner shall record the actual wasteapplication volume made on each field.
Records on Soil Test, Waste Analysis, and Waste Application are required by Senate Bill 1217.
See: ATTACHMENT #I- Soil Sample Information Sheet
ATTACHMENT 42 - Waste Analysis Information Sheet
REOUIRED RECORDS ARE:
SOIL TEST ANALYSIS
ANNUALLY
WASTE ANALYSIS
EVERY 4 MONTHS (FEB - JUN - OCT)
WASTE APPLICATION RECORD
FOR EACH APPLICATION
Witherspoon Dairy December, 1997
Gaston County, NC 13

WASTE UTILIZATION PLAN
AGREEMENT
GO 7/0,V
NAME OF FARM: WITHERSPOON DAIRY
OWNER/MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved Animal Waste Utilization Plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the Waste
Treatment and Storage System or construction of new facilities will require a new certification to
be submitted to the North Carolina Division of Water Quality before the new animals are stocked.
I (we) also understand that there must be no discharge of animal waste nutrients from this system
to surface waters of the state from a storm event less severe than a 25 -year, 24-hour storm. The
approved plan will be filed on site at the farm office and at the office of the Gaston Natural
Resources Conservation District, and will be made available for review by the NC Division of
Water Quality upon request.
I (we) understand that I (we) must own or have access to irrigation or other equipment, to land
apply the aniimal waste described in this Waste Utilization Plan. This equipment must be available
at the appropriate pumping time such that no discharge occurs from the lagoon in a 25 -year, 24-
hour storm event. I (we) also certify that the waste will be applied on the land according to this
Plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: LA/j-r,-h e -
Print)
SIGNATURE:
NAMEOF
MANAGER:
SIGNATURE:
AFFILIATION: Gastoa Natural Resources Conservation District
AGENCY ADDRESS: 1303 Che[03jlle Highway, Dallas, North -Carolina 28034
SIGNATURE:
Gaston Natural Resources Conservation District Plan Approval
DATE: 1', 7Z - 4��o
DATE:
PHONE: [phone]
DATE:
Witherspoon Dairy December, 1997
Gaston County, NC 14

VII. Waste Utilization Plan
A. Management Facts (manure)
Manure for milking herd will be stored in a waste
storage pond for approximately 3 months each winter and will
be irrigated with runof f and milking parlor wash water. See
polluted water management facts.
Approximately 30% of the manure collected during the winter
3 months will handled as a solid. For the other nine months
of the year, manure collected will be handled as a solid.
The following amounts of manure solids will be collected.
1. Milk Herd 24,631 cu ft
2. Day old to 200 lb Heifers 549 cu ft
3. Dry Cows
Total 26,888 cu ft
If all of one years waste were spread using a 200 cu ft
spreader, it would take approximately 135 loads. Assuming 1
load per hour, it will take 135 hours to spread this manure.
Ground conditions must be evaluated prior to spreading.
Irreversible compaction problems and damage to underground
drainage systems may result from the excessive weight of a
loaded spreader. Caution should be exercised to insure that
waste does not run or wash off from the land.
B. Management Facts (polluted water)
Polluted runoff and milking parlor wash water will be
stored in a waste storage pond for about 6 month and spread
on pasture and cropland near waste storage pond. During the
winter, 3 months of manure collection will be stored in the
pond.
During the course of one year, the storage pond could
store up to 21.2 ac -in of polluted water.
Ground conditions must be evaluated prior to spreading
water on the fields. Polluted runoff may result if ground
is saturated.
Runoff from feed areas and lounging areas will be
diverted through grass filter areas. Grass sods will be
maintained all year round. These areas may be controlled
grazed in late spring and early fall when ground is dry.

C. Nutrient computations
manure application shall
be based
on actual soil test
and manure analysis.
Example
computations
are shown below.
TOTAL --NUTRIENTS
DISPOSAL
LOSSES AVAILABLE NUTRIENT
(includes
applic.
losses)
N 8,335 lbs.
0.57
.3,584 lb s
P205 5,166 lbs.
0.30
3,616 lbs.
K20 7,252 lbs.
0.30
5,076 lbs.
D. Solid Waste Utilization
Based on
the Following
Cropping System
a. Cropping Plan (EXAMPLE)
CROP UNITS
ACRES
YIELD
APPLIC. RATE
Pasture tons
20
3.5
562 cu ft/ac
Corn Silage tons
14
20.0
1,125 cu ft/ac
Note: I
ton = 32.25
cu ft of manure
b. Nutrient Balance
(EXAMPLE)
REQUIRED
lbs applied/ac
(lbs. used/ac)
CROP ACRES
N
P205 K20
Pasture 20
75
(75)
99 149
Corn Silage 14
150
(150)
C. Disposal Calendar (EXAMPLE)
CROP AC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Pasture 20 T4N NNNNNNNN NNN
Corn 14 NNNNNNNNN NNNNNNNNNNNNNNNNNNNNNNNNN
N = not a recommended disposal period

D. Polluted Water Application
Nutrient concentrations are expected to be relatively
low in the runoff and milking parlor wash water. The
concentrations will be increased significantly when manure
is added. The controlling factor is applying water at a
rate that will not runoff the application area. Application
rates will be recommended based on soil type in different
fields. The Nitrogen content of water is estimated to be 83
lbS N per acre -inch in 11.9 ac -in of water stored during the
winter. The Nitrogen content of water is estimated to be 20
lbs N per acre- inch in 9.3 ac -in of water stored during the
Summer. The total nutrients for the year is 1,173 lbs PAN.
One acre of fescue will use approximately 150 lbs of N per
acre. 21.2 ac -in of water will be irrigated. Eight acres
is needed for irrigating water. Actual Nutrient content of
water shall be checked and irrigation area adjusted
accordingly.
E. operation and Maintenance Plan
The waste management system will keep pollutants out of
the streams and rivers if the 25 yr -24 hr storage capacity
is maintained in the waste storage pond and diversions for
clean water and polluted runoff are maintained around the
system.
Whenever the lower waste storage pond for polluted
run6ff reaches a point 2.5 ft. below the top of the dam, the
storage pond shall be emptied. A post shall be set with its
top at this elevations.
Vegetation around the waste storage pond shall be mowed
annually and eroded areas patched. Fencing shall be checked
and repaired as required.
See other sections of the plan for maintenance of grass
filter areas.

APPLICATION SCHEDULE
-fA-BLE f -FIELD -NUTRIENT APPLICATION TABLE
-LL -E--R--0P
PE SPRING
TRACT # CROP
FIELD # CODE
VA
6 -ROP
CODE
-�-IE-LDMC
USABLE NEEDED LBS N
ACRES LBSN/ACINEEDED
PER FIELD
CBS N JCBS -N
WASTE WASTE
AVAILABLE AVAILABLE
COMMERCIVL
LBS N/FIELD
316
PER ACRE
1 - MaB2
cs
3.6 TONS
7.2
154
1 -f 0-8-8
o
0.0
1109
1 MaB2
SG
3.6 TONS
7.2�
128-
921.6
0
0.0
922
2 MaB2
CS
14TONS-
18.9
154
2910.61
513
27.1
2398
2 MaB2
---
SG
3.6 TONS:;
18.9
-128
2419.2
0
0.0
2419
2 -IRR MaB2
CS
14TONS
10
154'
1540
858
85.8
682
2 -IRR i MaB2
-3iMaB2
CS
SG
3.6 TONS
14 T5 -NS
10
7.5
128
154-
1280
1155
315,
01
.31.5�
0.0;
965
1155
3 MaB2
-
SG
3.6 TONS
7.5]-128
960
228
30.4
732
4 MaB2
cs
14TONS
.3.9
-154-
600.6
0
0.0
601
4 MaB2
-E -S/P
SG
3.6 TONS
3.-9
128
499.2
0
0.0
499
5 MaD2
T
2.7 TONS
3.1
46
142.6
0
0.0
143
5 MaD2
--
- FES/P
2.7 TONS
3.1
46
142.6
0
0.0
143
6 MaB2
�-ES/P
3.6 TONS
20.6
611
1256.6
0
0.0
1257
6 MaB2
-/P
FES/P
3.6 TONS
20.6
611
1256.6
o
-0.0
1257
7 CH
TE S
T-5TONS
1.1
76
83.6
o
-0.0-
84
7 CH
FES/P
4.5 TONS
1.1'-76
83.6
0
0.0-
84
8 CH
FES/P
4.5 TO NIS
2.9 '
76
220.4
0
0.0-
220
8 CH
-
FES/P
4.5 TONS
2.9-76
220.4
o
-0.0-
220
9 MaB2
FESIP
-
3.6 TONS
4.1
61
250.1
0
%1,0
250
9 MaB2
lolMaD2
BER/P
FES/P
3.6 TONS
3.6 TONS
4.1
7.5
61
90
250.1
675
-0
485
-6-.-o
64.6
250
191
10IMaD2
11 MaB2
-
CS
SG
3.6 TONS
14TONS
7.5
10.5
166-
154
1245
1617
0
0
0.0
- 0.0
1245
1617
11 MaB2
---
SG
3.6 TONS
1-6.5
128
1344
-285-
27.1
1059
12 MaB2
ifs-
-
14TONS
12.2
154
1879,
0
0.0
1879
12 MaB2
SG
3.6 TONS
2.- 2-'
1281
1562
371
30.4
1191
13 MaD2
13lMaD2
FES/P
FES/P
2.7 TONS
2.7 TONS
2.9
2.9
46
46
133
133
55
18
18.9
6.3
79
115
14 MaD2
BER/P
2.7 TONS
7.7
E46
354
01
0.0
354
14 MaD2
SG
2.7 TONS
7.7
128
986
01
0.0
986
281
1 ApB
CS
18TONS
8.1.
1491
1206.9
0
0.0
1207
1 ApB
SG
3.5 TONS
8.11
143�
1158.3
-485
59,8
674
2 ApB
CS
18TONS
7.6
1491-
1132.4
-0
0.0
1132
2 ApB
SG
3.5 TONS
7.6
1431
1086.8
493
64.8
5941
3 A
CS
18TONS
8.3
1491
1236.71
0
0.0
1237
3 ApB
SG
3.5 TONS
8.3
1431
1186.9
0
0.0
1187
330
1
1 MaB2
CS
3.6 TONS
8.8
1355.2
0
0.0
1355
1 MaB2
SG
14TONS
8.8--
1281
1126.4
.0
0.0
1126
325
1
1 A B
cs
18TONS
1.1
149
164
0
0.0
164
1 ApB
SG 115
TONS
1.1
143
157
0
0.0-
157
2 ApB
CS
118
TONS
3.4
149
507
0
0.0
507
2 ApB
SG j
3.5 TONS
3.4,
143
486
0
0.0
486
3 ApB
CS
JT8
-TONS
6.9
149
1028
0
0.0
1028'
3 ApB
143
987
0
0.0
987�
4 ApB_
CS
18TONS
0.7
149
104
0
0.0
104
4 ApB
SG
3.5 TONS
0.7
143
100
0
0�0
100
5 ApB
CS
18TONS
1.8
149
268
0
0.0
268
5 ApB
SG
3.5 TONS
1.8
143
257
0
0.0
257
TOTAL
40778
4104
36674
WWSTAPP2.WK4

APPLICATION SCHEDULE
WITHERSPOON
LBS N PER
4104
-b-E-C
1
1
DAIRY
A C R � -S- - WA -ME
JAN
JAN
FEB
FEB
MAR
MAR
APR
MAY
MAY
JUW
JUN
JUL
JUL
AUG
AUG
SEP
SEP OCT
OCT
NOV
NOV
DEC
- TOTA
TOTAL
BROADCAST
IN OF
AMT
AMT
AMT
-APR
AMIT
AMT
AMT__
AMT
AMT
AMT
AMT
AMT
-
AMT
N
-_
N
TRACT#
FIE -L -D CROP
lbs
Ibs
lbs
lbs
lbs
lbs
lbs
Ibs
lbs
lbs
lbs
lbs
lbs
lbs
lbs
lbs
lbs
-
lbs Ibs
lbs
-
lbs
lbs
lbs
lbs
lbs
LBS
FIELD #
/acre
/acre
/acre
/acre
/acre
/acre
/acre
/acre
/aCFe
/acre
/acre
/acre
acre
316
1
7.7 CS
100
720
54
388.8
154
1108.8
1
7.2 SG
8,
57.6
22.4
1.28
22.4
161
22.4:
161
8
57.6
8
57.6 14.4
103.68
14.4
103.68
8
57.6
128
921.6
2 18.9 CS.
10-0
-1890
151.2
-
__54
-TO-20.6
8
151.2 14.4
272,16
14.4
272.16
8
151.2
154
128
-
2910.6
2419.2
-8.9 SG
1 8 151.2 22.4 423.36 22.4 423 22.4 423 8
2 -IRR
10 CS
100
1000
54
540
154
1540
T -IRR
10 SG
8
80
2-2.4
224
22.4
224,
2-2.4
224
&
80
81
FO 14.
144
14.4
144
8
80
128
1280
-
3 7.5 CS
100,
750_�
54
405
154
1155
3 7.5 SG
8
60
22.4
168
22.4
168
22.4
168
(3
60
8k260
14.4
108
14.4
108
8
60
128
960
4 3.9 CS
100
390
54
210.6
154
600.6
4 3.9 _��_G__
- 8
31.2
22.4
87.36
22.4
87
22.4
87
8
31.2
8
31.2 14.4
56.161
14.4
56.1
8
31.2
128
99.2
5 3.1 _�_E_S/P
-5.5
17.05
17.7
54.87
17.7
55
17.7
55
10.3-31.93
5.5
17.05
5.5
17.05
10.3
31,93
1-0..3..
31.93 10.3
31.93
5.5
17.05
5.5
17.05
122
377.58
6 20.6 FES/P
5.5
113.3
-
17.7
4.62i
17.7
365
17.7
365,
10.3
212.18
5.5
113.3
5.5
113.3
10.3
212.18
10.3
1 0
212.18 10.3
212.18
5.5
113 .3
5.5
113.3
122
2509.08
7 1.1 FESIP
5.5
6.05
17.7
19.47
17.7
19
17.7
19
10.3
-
11.33
5.5
6.05
5.5
6.05
10.3
11.33
10.3
11-33 10.3
11.33
.5
6.05
5.5
6.05
122:
133.98
8
2.9 FES/P
5.5
15.95-17.7
51.3 3
7.7
51
17.7
511.
10.3
29.87
5.5
15.95
5.5
15.95
10.3
29.87:
10.3
29.87 103
29.87
1-5,95-5.5
1-5.95
1-22
53.22
9 4.1 FES/P
5.5
22.55
17.7,
-
72.57
73
17.7
73
10.3
42.23
5.5
2255
5.5
22.55
10.3
42.23
10.3
42.23 10.3
42.23
5.5
22.55
5.5
22.55
122
499.38
10
7.5 BER/P
6.6
50
-11.4-
86
18.6
139.5
18.6
136.51
18.6
139.5
1-8.6
139.5
11.4
85.5
104
778.5
-
10
7.5 SG
8
60
22-4
168
22.4
-
168
22.4
168
601
8
60 14.4108
14.4
108
8
6
128
960
11
10.5 CS
-
-
i
1050�-
54
567
-
154
1617,
11
10.5 SG
-
8
84
22.4
235.2
22.4
235
22.4
235
8
84
8
84 14.4
151.2
14.4
151.2--__
8
84
128
1344
12
12.2 CS
100
1220
-
54�
658.8
154
1878.8
12
12.2 SG
8
97.6
22.41
-
273.28
22.41
273
22.4
273,
8
97.6
1
8
97.6 14.4
175.68
14.4
175.68
8
97,6
97.6
128
1561.6
13
2.9 FES/P
5.5
15.95
17.7
51.33
17.71
51
17.7
51
10.3
29.87.
5.5
15.95
5,51
15.95
10.3
29.87
10.3
29.87 10.3
29.87
5.5
15.95
5
_ 5.5
15.95
15:5
.9
122
353.22
147.7
BER/P
6.61
51
11.4
88
18.6
143.22
18.6
143.22
18.61
143.22
18.6
143.22
11.4
87.78
-
18
104
799.
14
7.7 SG
6
46.2
16.8
129.36
16.8
129
16.8
129
6
462
6
46.2 16.8
-
129.36
16.8
129.36
0. 6
0.6
4 .62
4.62
103
790.02
281
1
1
8.1 CS
1
100
810�
491
396.9
149
1206.9
1
8.1 SG
9'
72.9
251
202.5
25
202.5
25
202.51
9
9
72.9 16-129.46
-
16.
-
12 9.6
9
72.9
143
1085.4
2
7.6 CS
I
1
100
760
49
372.4
149
1132.4
2
7.6 SG
9
68.4
251
190
25
190
25
190
9
9
68.4 16
121.6
16
121.6
9
68.4
143
1018.4
3
8.3 CS
100
830
49
406.7
-1--
1491236.7
3
8.3 SG
9
74.7
25
207.5
25
207.5
25
207.5
9
9
74.7 16
132.8
16,
132.8
9
-
144mf 1
74.7
143
1112.2
330
1
8.8 CS
100
- 880
54
475.2
154
1355.2
1
8.8 SG
8
70.4
22.4
197.12.
22.4
197.12
22.4
197.
8
N.4,
8
70.4 14,4_1
126.72
14.4
126.72
8
70.4
128
1126.4
325
t
1.1 CS
100
110
49
53.9
149
163.91
1
1.1 SG
99.9
25
27.5
25
27.5
25
27.5
9,
1
9
9.9 16
17,6
16
17.6
9
9.9
143
147.4
2
3.4 CS
i
- 100
340!_
-
49
166.6
149
506.6
2
3.4 SG
9
30-6
251
85'
25
85
25
85
9
9
30.6 16
54.4
16
54.4
9
30.6
143
455.6
3
6.9 CS
100
690!
49
338.1
149
1028.1
3
6.9 SG
9
62.1
25
172,5
25
172.5
25
WZ5
9
9
62.1 1
110.4
16
110.4
9
62.1
143
924.6
4
0.7 CS
100
701
49
34.3
149
104.3
4
0.7 SG
9
6,3
25
17.5
25
17.5
2�
17.5
9
9
6.3 16
11.2
16
11.2
9
6.3
143
93.8
-
5
1.8 CS
100!
180
49
88.2
149
268.2
5
1.8 SG
9
16.2
25
-
45
25
45
25
45
9
9
16.2 16
28.8
16
28.8
9
16.2
143
241.2
ITO
1270.2
3628,7
3729.0
3801.9
13068.3
473.6
---
6207.9
640.1
1610.0,
2338.8
2172.2
-
1228.6
40557.9
Note Blank space in a!ny month column indicates that it is not a recommended time
to a
I waste for that crop
71
7.-
7%�E
-7-

APPLICATION SCHEDULE
YVV DAIRY
VOLUME
LBS N I
..- -
I
WSP 1
FOR 6 MOS
PER - .-
ACRES:, NAME
LBS DEC JAN
R -APR -MAY -JUN
_JUL AUG S.EP OCT I NOV
TOTAL.TOTAL
IRRIGATION
GALLONS
K GAL.
IN OF
N AMT AMT
AMIT AM AMIT AMT jiVT-
AMT AMT AMIT AMT AMT
GALLO�
N
TRACT #
328494
3.16 FIELD CROP
PER ACRE GAL _�M_L
-dA-L GAL GAL dA__L _&AL
GAL _L GAL GAL GAL
LBS
FIELD #
0.82
316
1
7.21 FES/P
0
0
0
1
7.2 FESIP
0
0
0
2
18.9 CS
0
0
0
2
18.9 SG
0
0
0
2 -IRR
10 CS
86
271540-
271540
8581
_�_-_IRR
10 SG
31
268440
268440
315
3
7.5 CS
0
0
0
3
7.5 SG
0
0
0
4
3.9 CS
0
0
0
4
3.9 SG
0
0
0
5
3.1 FES/P
0
0
0
5
3.1 FES/P
0
0
0
6
20.6 FESfP
0
0
0
6
20.61 FES/P
0
0
0
7
1.1 FESIP
0
0
0
7
1.1 FES/P
0
0.
8
2.9 FESIP
0
0
0
8
2.9 FES/P
0
0
0
9
4.1 FES/P
0
0
0
9
4.1 FESfP
0
0
0
10
7.5 BERIP
0
0
0
10
7.5 SG
0
0
0
11
10.5 CS
0
0
0
11
10.5 SG
0
0
0
12
122 CS
0
0
0
12
12.2 1 SG
0!
0
0
13
2.9 FESIP
0
0
0
13
2,9 FESIP
0
0
0
14
7.7 BER/P
0
0
141
7.7 SG
0
0!
0
1
-2
1
8,1 CS
0
0
0
1
8.1 SG
0
0
0
2
7-6 CS
0
0
0
2
7.6 SG
0
0
0
3
8.3 CS
0
0
0
31
8.3 SG
0
0
0
330
1
4.1 CS
0
0
0
1
4.1 SG
0
0
0
1
1.1 CS
0
0
0
1
1.1 SG
0
0
0.
2
3A CS
0
0
0:
2
3.4 SG
0
_0
ol
3
6.9 Cs
0
0
0
3
6.9 SG
0
-0
0
4
01 CS
0.
0
0
4�
0.7 SG
ol
0
0
5
1.8 CS
01
0
0
5
1.8 SG
ol
0
0

APPLICATION SCHEDULE
TOTAL PER MONTH
0
0
0
0
0
�71540
-0
-0
-0
0-
0
268 40 539980 1173
AMOUNT
GENERATED
PER MONTH
713801
69541
70847
38117
29044
33143
�8717
39169
43296
41350
39890
35486 539980
71380
140921
211768
249885
278929
40532
69249
108418
151714
193064
232954
0
WSP % FULL
22
43
64
76
85
12
21
33
46
59
71
ol
WWSTAPP2.WK4

APPLICATION SCHEDULE
ME
mousy M.
ol

APPLICATION SCHEDULE
TO�P
MONITH
0
20000
0
26000
0
36000
-0
34000
0
34000
0
34576 184576 2630
AMOUNII
GENERATED
PER MONTH
10416
10416
9744
17360
16800
17360
16800
17360
17360
16800
17360
16800 184576
10416
832
105M
1936
18736
96 --i-6-896
-256
--1-7616
416
17776
0
WSS % FULL
34
3
34
6
61
55
1
57
1
58
0
LWWSTAPP2.WK4

APPLICATION SCHEDULE
YW DAIRY
VOLUME LBS
HEIFERS
FOR 30 DAYS i 5 -E -R- WC- R -ES -NAME
LBS DEC
JAN FEB MAR APR Y JUN JUL AUG SEP OCT - NOV TOTAL TOTAL
BROADCAST
TONS -0 N -S -IN OF
N AMT-
--f
-KM-T AMT AMT AMT AMT AMT AMT -AMT AMT Amf -AmT "TON
N
TRACT#
--�E­RAC
17 4.30 FIELD CROP
ON -TON
TON -fO- -N YO -N -0 -N TON TON TON TON TON TON
LBS
FIELD #
316
1
7.2 FES/P
0
0
0
1
7.2 FES/P
0
0
0
2
18.9 CS
0
0
0
2
18.9 SG
0
0
0
2 -IRR
10 CS
0-
0
0
2 -IRR
SG
0
0
0
3
7.5 CS
0
0:
po
0
3
7.5 -��G-
0
0
0
4
3.9 CS
0
0
-
4
3.9 SG
0
0
0
5
3.1 FES/P
0
0
0
5
3.1 FES/P
0
0
0
6
20.6 FES/P
0
0
0
6
20.6 FES/P
oi
0
0
7
1.1 FES/P
0
0
Ho
0
7
1.1 FES/P
0
0
0
8
2.9 FES/P
0
0
8
1 2.9 FES/P
0
0
0
9
4.1 FES/P
0
0
0
9
4.1 FES/P
0
0
0�
10
7.5 BERM
0
0
0
10
7.5 SG
0
0
0
11
10.5 CS
0
0
0
11
10.5 SG
0.
0
0
12
12.2 CS
0
0
0.
12
12.2 SG
0
0
01
13
2.9 FES/P
19
1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 13
55
13
2.9 FES/P
-1.4
6
1.4 1.4- 1.4 4
18
14
7.7 BERIP
0
0
0
14
7.7 SG
0
0
0
281
1
8.1 cs
0
0
0
1
8.1 SG
0
0
0
2
7.6 VS -
2
7.6 SG
0
0-
0
3
8.3 CS
0
0
0
3
8.3 SG
0
0
0
330
4.1 CS
0
0-
0
4.1 SG
0
0
0
325
1
1. 1 CS
0
0
0
1
1.1 SG
0
0
0
2
3.4 CS
0
0
0
2
3.4 SG
0
0
0
3:1
6.9 cs
Oil-
0
0
3
6.9 SG
0
0
0
4
0.7 CS
0
0
0
4
0.7 SG
0
0
0
5
1.8 CS
0
0
0
5
i.8 SG
0
ol
0

APPLICATION SCHEDULE
J-4 1.41 1.4 1.4 1.4 17.0 73.1
TOTALPER MONTH 1.4 1A 1.4 1.4 1.4 1.4 1.4 -
AMOUNT
GENERATED
PER MONTH
% FULL
WVVSTAPP2.WK4

APPLICATION SCHEDULE
FlWi
FIELD #
31
mom
mm
=am
=MGM
sm
sm
mom
mom
M�Em
mom

APPLICATION SCHEDULE
,TOTAL PERI
MONTH
0
0
ol
0
0
0—
o
0
0
0
53 53 228
AMOUNT
I
I
GENERATED
PER MONTH
4
4
41
4
4
—4-
4-4
4
4
4
4
4
9
13
18
22
27
31
35
40
44
49
-0
I
% FULL
8
17
25
33.
42
50
58,
75
83
92,
-0
.67
1
WWSTAPP2.WK4

ANIMAL WASTE MANAGEMENT
VALUE OF APPLIED WASTE
DESIGNEaIRDG
.,tELDOFFICE: DALLAS, NC DATE: 31 -May -00
OWNER'S NAME: WITHERSPOON DAIRY
ADDRESS ST. MARKS CHURCH ROAD
CITY, STATE, ZIP� BESSEMER CITY, NC
WASTEVOLUMES MILK COWS DRY COWS HEIFERS
NUMBER OF ANIMALS IN PASTURE 80.00 10.00 10.00
WASTE PRODUCTION: (GalloWday/anim 14.00 14.00 1.50
(See Tech. Guide, Sec. IV, 359-4 Lagoon Standards)
STORAGE PERIOD (11)" 275,00 365.00 365.00
PERCENT WASTE COLLECTED 50% 25% 75%
STORAGE PERIOD (2)" 90,00
PERCENT WASTE COLLECTED 100%
** 100% OF THE WASTE PRODUCED IS COLLECTED DURING THE WINTER MONTHS (90 DAYS),
(30% in the waste storage structure, 70% In the waste storage pond)
50% OF THE WASTE IS COLLECTED DURING THE REST OF THE YEAR (275 DAYS)
(all in the waste storage structure, in the summer months the waste storage pond intercepts wastewater runoff only)
WASTE ACCUMULATED
MILK COWS
1. VOLUME OF WASTE: (No. of animals Gallons of Waste/ani Num of Anirr Volume GAL
daylanimal)X(# of days in storage period) 14.00 80.00 2548W GALLONS
1055,99 TONS
2. PLANT AVAILABLE NITROGEN* 14.9 LBS/1 000 Go 3803 LBS N
2. b. PLANT AVAILABLE P205 PER 4.4 LBS/TON 4646 LBS P205
2. c. PLANT AVAILABLE K20 PER 6.1 LBSfTON 6442 LBS K20
!ighted avg. between 731b PAN/head/year for scraped manure and 691b PAN/headlyear for irrigated waste
DRY COWS
1. VOLUME OF WASTE: (No. of animals Gallons of Wastelani Num of Anin- Volume GAL
daylanimal)X(# of days in storage period) 14.00 10 1708 CU FT
53 TONS
2. PLANT AVAILABLE NITROGEN PER 4.3 LBSfTON 228 LBS N
2. b. PLANT AVAILABLE P205 PER 4.4 LBSITON 233 LBS P205
2. c. PLANT AVAILABLE K20 PER 6.1 LBSfTON 323 LBS K20
HEIFERS
1. VOLU ME OF WASTE: (No. of animals Gallons of Wastelani Num of Anirr Volume GAL
day/animal)X(# of days in storage period) 1.50 10 547 CLI FT
17 TONS
2. a. PLANT AVAILABLE NITROGEN PER 4.3 LBSrrON 73 LBS N
2. b. PLANT AVAILABLE P205 PER 4.4 LBSfTON 75 LBS P205
2. c. PLANT AVAILABLE K20 PER 61 LBS/TON 103 LBS K20
N 4103 LBS
P 4954 LBS
K 6868 LBS

Gaston Natural Resources Department
YATES WITHERSPOON
IRRIGATION WORKSHEET
MAY
TRACT#
APPLICATION
WETTED
TIME PER AREA PER
VOLUME
316
RATE
DIAMETER
CYCLE
CYCLE
PER CYCLE
FIELD #
HYDRANT
INCHES/HOUR
FEET
HOURS
ACRES
ACRE -INCHES
1
1
0
148
2.50
1.00
1.00
1
2
0
148
2'50
1.00
1.00
1
3
0
148
2 50
1.00
1.00
1
4
0
148
2 50
1.00
1.00
1
5
0
148
2 50
1.00
1,00
1
6
0
148
2 50
1.00
1.00
1
7
0
148
2 50
1.00
1.00
1
8
0
148
2 50
1.00
1,00
1
9
0
148
2 50
1.00
1.00
1
10
0
148
2 50
1.00
1.00
TOTAL
25.00
10.00
10.00
NOVEMBER
TRACT#
APPLICATION
WETTED
TIME PER AREA PER
VOLUME
316
RATE
DIAMETER
CYCLE
CYCLE
PER CYCLE
FIELD #
HYDRANT
INCHES /HOUR
FEET
HOURS
ACRES
ACRE -INCHES
1
1
0
148
2.47
1.00
0,99
1
2
0
148
2.47
1.00
0.99
1
3
0
148
2.47
1.00
0.99
1
4
0
148
2.47
1.00
0.99
1
5
0
148
2.47
1.00
0.99
1
6
0
148
2.47
1.00
0�99
1
7
0
148
2.47
1.00
0.99
1
a
0
148
2.47
1.00
0.99
1
9
0
148
2,47
1.00
0.99
1
10
0
148
2.47
1.00
0.99
TOTAL
24.70
10.00
9.88
epared BY: Robert D. Gordon

ATTACHMENT #5
SOIL SUITABILITY FOR WASTE APPLICATION
SOIL
SOILTYPE
COMAIENTS REGARDING SUITABILITY FOR SOILS FOR
CODE
WASTE APPLICATION
ApB
Appling
The main crops are corn, soybeans, and small grains. Steepness of
sandy loan,
slope, surface runoff, and susceptibility to erosion are the main
1-6%
limitations. Conservation practices that reduce erosion and add
slopes,
organic matter are needed. Tall Fescue and Ladino Clover are the
(PHEL)
main forage plants in areas used for hay or pasture.
This soil is well drained. Permeability is moderate, and the shrink -swell
potential is low. The water table is not within a depth of 6 feet. Depth
to bedrock is more than 6 feet. This soil is strongly acid or very
strongly acid unless lime has been added. It is strongly acid or very
strongly acid in the subsoil and underlying material.
The hazard of erosion is moderate in bare, unprotected areas,
ApB
Pesticide Loss Potential - Leaching = Moderate - Low adsorption
ApB
Pesticide Loss Potential - Runoff = Moderate - Runoff
I ApB
Leaching Index = 15 (Will contribute to soluble nutrient leaching below the root zone.
File: plans/soil-Appling.wpd

ATTACHMENT95
SOIL SUITABILITY FOR WASTE APPLICATION
.......
.... .. ....
. . . .... . . ...
..
...... ............... . . ....... .... ... .. ... ...... . .... ........ ... ..... ..
-OMMENT-Ts', . .. ...... . . .............. .
.. ........ .... .... �'So
.. ........ .. . ........... .... .. .. ......... ...
.
. . . .. . . ............ .
. ... .... .... .. ........ .
.. . .. ..... .... .. .. .
VASM.'PL . ...... ... ...
.... ..
MaB2
Madison
The main crops are corn, soybeans, and small grains. Ste epness of
sandy clay
slope, texture of the surface layer, surface runoff, and susceptibility
loam, 2-8%
to erosion are the main limitations. Good tilth is difficult to maintair
slopes
because of the sandy clay loam surface layer. As this layer dries affle
(I-)FIFL)
a hard rain, a crust commonly fonns, and clods form if the soil is
worked when wet. This limitation makes seedbed preparation
difficult -and can affect germination, resluting in poor or uneven crop
growth. Conservation practices that reduce erosion, and add organic
matter are needed. Tall Fescue and Ladino Clover are the main
forage plants where this soil is used for bay or pasture.
This soil is well drained. Permeability is moderate, and the shrink -
swell potential is low. The water table is not within a depth of 6 feet.
Depth to bedrock is more than 5 feet. This soil is strongly acid or
very strongly acid unless lime has been added. The hazard of erosion
is severe in bare, unprotected areas.
Pesticide Loss Potential - Ieaching = Moderate - Low adsorption
Pesticide Loss Potential - Runoff = Moderate - Runoff
Leaching Index - 15 (Will contribute to soluble nutrient leaching below the root zone.
File: soils/soil-MaB2.wpd

ATTAC11W.NT #5
SOIL SUITABELITY FOR WASTE APPUCATION
MaD2 Madison The main crops are corn, soybeans, and small grains. Steepness of
sandy clay slope, texture of the surface layer, surface runoff, and susceptibility
loam, 8-15% to erosion are the main limitations. Conservation practices that
slopes reduce erosion, surface runoff, and that add organic matter are
(HEL) needed. Tall Fescue and Ladino Clover are the main forage plants
where this soil is used for hay or pasture.
This soil is well dra-ined. Permeability is moderate, and the shrink -
swell potential is low. The water table is not within a depth of 6 feet.
Depth to bedrock is more than 5 feet. This soil is strongly acid or
very strongly acid unless lime has been added. The hazard of erosion
is very severe in bare, unprotected areas.
Pesticide Loss Potential - 1,eaching = Moderate - Low adsorption
Pesticide Loss Potential - Runoff = Moderate - Runoff
Leaching Index - 15 (Will contribute to soluble nutrient leaching below the root zone.
File: plans/soil-Madison.wpd

ATTACHMENT #5
SOIL SUITABILITY FOR WASTE APPLICAXION
File: plans/soil-Chewacla.Nvpd
_-S E.
ILM
..c NT .... .... ................... .
...............
. ... . ..
.....
. . . . ... .. ...............
....... .....
.. .... .... . .. ... .....
.......... ................... ...................
............... ......... .............
. ..... ............
'ST ' P .. . . . .... ..........
EATT, .. ....... ....
........... .........
CH
Chewacla
The main crops are corn, soybeans, and small grains. Wetness and the
loan,
hazard of flooding are the main limitations. Crops are subject to
frequently
damage if they are not protected from flooding. Tall Fescue and
flooded
Ladino Clover are the main forage plants where this soil is used for
pasture. Drainage and flood prevention are needed, but the drainage
systems are limited because of a lack of suitable outlets.
This soil is nearly level and is somewhat poorly drained. Permeability
is moderate, and the shrink -swell potential is low. The seasonal high
water table is within 1.5 feet of the surface, and this soil is subject to
frequent flooding for brief periods, costly during the winter and spring.
Depth to bedrock is more than 5 feet. The soil ranges from very
strongly acid to slightly acid unless lime has been added.
CH
Pesticide Loss Potential - Leaching = Severe - Wetness
CH
Pesticide Loss Potential - Runoff = Severe - Flooding
CH
Leaching Index = 15 (Will contribute to soluble nutrient leaching below the root zone.1
File: plans/soil-Chewacla.Nvpd

ATTACHMENT 45
SOIL SUITABILITY FOR WASTE APPLICATION
SOIL
SOIL TYPE
COMMENTS REGARDING SUITABILITY OF, SOILS FOR
CODE
WASTE APPLICATION
PaE
Pacolet
This soil generally is not used as cropland. This Pacolet soil is used
sandy
mainly as woodland, The rest is used mainly as. pasture. The
loam, 15-25%
moderately steep slopes, surface runoff, and susceptibility to erosion
slopes
are the main limitations, Conservation practices that reduce erosion
(HEL)
and add organic matter are needed. Tall Fescue and Ladino Clover
are the main forage plants where this soil is used for pasture.
This soil is well drained, Permeability is moderate, and the shrink -
swell potential is low, The water table is not within a depth of 6
feet. Depth to bedrock is more than 5 feet. This soil ranges from
medium acid to very strongly acid unless lime has been added, The
hazard of erosion is very severe in bare, unprotected areas.
Pesticide Loss Potential - Leaching = Slight
Pesticide Loss Potential - Runoff = Severe - Runoff
Leaching Index - 15 (Will contribute to soluble nutrient leaching below the root zone,
File: plans/soil-PaE.wpd.

wttly. Ju, zuuv [I. Ju. JU

W 9-1 - B1 4 M7 /
Pr osed Diversion
U Concre
/and
IL
Livestock Yg�,E
from Stream
(Proposed Fencing
along Steam)
ExtenQ on
'Ka mp
Legend
%kb.., = Setback Area
Exisfing Fence
—/— = Proposed Fence
q',
Scal el" = 330'
Drawn By: R.D. Gordon
ME 0=18 Is
= Stream
--- = F ! e I d Boundary
Witherspoon Dairy
Pion Map
GASTON NATURAL RESOURCES CONSERVATION DISTRICT
USDA NATURAL RESOURCES CONSERVATION SERVICE

WITHERSPOON DAIRY
GASTON COUNTY, NORTH CAROLINA
OPERATION AND MAINTENANCE PLAN
DESIGNED FOR 80 MILKING ANIMALS
IN COOPERATION WITH
THE
GASTON COUNTY NATURAL RESOURCES
CONSERVATION DISTRICT
AND
USDA, NATURAL RESOURCES
CONSERVATION SERVICE
UNDER THE NC AGRICULTURE COST SHARE
PROGRAM
DECEMBER, 1997

TABLE OF CONTENTS
SYSTEM OVERVIEW
1. CLEAN WATER EXCLUSION SYSTEM
0� DIVERSION
2. WASTE AND WASTE WATER COLLECTION SYSTEM
MILK PARLOR WATER PIPING
JUNCTION BOX
CONCRETE MANURE CHUTE
3. WASTE STORAGE SYSTEM
WASTE STORAGE POND
WASTE STORAGE STRUCTURE
4. WASTE APPLICATION SYSTEM
IRRIGATION AND APPLICATION
BROADCASTING
5. STREAM PROTECTION SYSTEM
LIVESTOCK EXCLUSIONS
HEAVY USE AREA
BUFFER AREA
6. GENERAL COMMENTS
CRITICAL AREA PLANTING
PESTICIDE USE
REPAIRS
Pure 2

OPERATION AND MAINTENANCE PLAN
SYSTEM OVERVIEW:
This Animal Waste Management System consists of the following major components:
CLEAN WATER EXCLUSION
WASTE AND WASTE WATER COLLECTION SYSTEM
WASTE STORAGE SYSTEM
WASTE APPLICATION SYSTEM
STREAM PROTECTION SYSTEM
and the following associated components:
MILKWATER PIPELINE
JUNCTION BOX
CONCRETE LOT AND CURBING
PUSH OFF RAND
WASTE STORAGE POND
WASTE STORAGE STRUCTURE
DIVERSION
AGITATION
IRRIGATION
BROADCASTING
HEAVY USE AREAS
LIVESTOCK EXCLUSION
PESTICIDE USE
REPAIRS
All contaminated runoff will be collected in the Waste Storage Pond, This pond is designed to
provide storage for normal rainfall, runoff from the feedlot and waste water from the milk parlor
for a 180 day period; and, provide storage space for the twenty-five (25) year, twenty-four (24)
hour storm runoff from the feedlot and any watershed into the pond. All solid waste will be
scraped from the lot and stored in the Waste Storage Structure. This structure is designed to
provide storage for solids accumulation from the feedlot for a 60 day period.
This Animal Waste Management System is designed to prevent discharge of Animal Waste
Contaminants to surface waters from the twenty-five (25) year, twenty-four (24) hour storm, as
required under the non -discharge regulations,
All maintenance and operation costs are the responsibility of the landowner and cannot be cost -
shared,
1. -CLEAN WATER EXCLIISION SYSTEM
DIVERSION
OVERVIEW
Page 3

OPERATION AND MAINTENANCE PLAN
A gravel berm reinforced by geotextile directs clean water corming from adjacent buildings
0
and gravel areas away from the feedlot, thus preventing it from flowing into the Waste
Storage Pond.
MArNTENANCE...
The diversion is in a heavy traffic area, so regular inspections for problems will be
necessary. Maintain gravel to design depths and repair any tear's in the geotextile fabric as
needed, Preserve the storage capacity of the diversion by removing any debris or manure
that may build up.
2. WASTE AND WASTE WATER COLLECTION SYSTEM
MILK PARLOR PIPELINE
r-
59YA-WXY0 A"
A 4" PVC pipe carries milk parlor wash water to a Junction Box, It is then transported
through a 6" PVC Pipe, outlets in the Manure Chute and released down into the Waste
Storage Pond.
MAINTENANCE�
Inspect the pipe periodically for cracks or other damage. The pipe may become clogged
especially at the outlet (on the manure chute)or at the junction box. In periods of cold and
sub -freezing temperatures, inspect the pipe for accumulation of ice by carefully removing
the cap of the clean-out. CAUTION: If liquids have accumulated in the pipe above
the clean-out, the force of these liquids tends to "blow" the cap of the clean-out off
during removal. Remove any ice manually or by melting with hot water.
Annually inspect the concrete portions of the system for cracks or leaks, repair as
needed. Remove accumulated solids from the Junction Box regularly,
CONCRETE LOT AND CUBING
OVERVIEW...
The uncurbed feedlot was expanded and 8" curbing was placed around it to contain the
waste. The new expanded feedlot is connected to the Waste Storage Structure and the
Page 4

OPERATION AND MAINTENANCE PLAN
Push Lane. The Waste Storage Structure and the new feedlot both drain down the Push
Lane to the Waste Storage Pond,
MAINTENANCE
The concrete should be inspected periodically for major cracks and repaired immediately if
necessary,
PUSH LANE AND MANURE CHUTE
OVERVIEW
The Concrete Push Lane is a scrape alley used to convey waste and runoff from the
feedlot to the Manure Chute and into the Waste Storage Pond. The Manure Chute is a
concrete slab that prevents waste from causing erosion on the inside slope of Waste
Storage Pond.
MAINTENANCE...
The concrete should be inspected periodically for major cracks and repaired immediately if
necessary,
2. WASTE STORAGE SYSTEM
WASTE STORAGE POND AND WASTE STORAGE STRUCTURE
OVERVIEW...
The Waste Storage Pond is designed for 180 days storage of the average feedlot runoff
and waste water from the milk parlor. Additional storage space is included to contain the
25 -year 24-hour storm runoff from the feedlot. A highly visible marker on the Manure
Chute will indicate the level of storage available prior to infringing on the 25 -year
24-hour storm capacity. The Waste Storage Pond consists of an earthen dam, an
emergency spillway, and I pump pad area.
The Waste Storage Structure is designed to store 60 days accumulation of solid wastes
on the lot produced by an 80 dairy cow herd. The 3 sided Waste Storage Structure
consists of a curbed concrete slab floor with an earthen dam on two sides and a 45"
wooden wall on the third side. Runoff from the Structure flows to the Waste Stora -e
0
Page 5

OPERATION AND MAINTENANCE PLAN I
Pond,
OPERATION...
The service life of the Waste Storage Pond will be determined by the level of management
for the entire system. Refer to the Waste Utilization Plan to determine when to pump out
the Pond. A-, no si-iould the 1"t"'he v, be hishef fl -inn thi�� ma�'111-"Lml liquic]
(Note: Indicator level above). The wastewater in the Waste Storage Pond should
be agitated thoroughly using a PTO driven prop type agitator from the pump pad prior to
irrigation in the fields designated in the Waste Utilization Plan. Please refer to the
Irrigation System Plan for further operation requirements.
The waste in Waste Storage Structure will be emptied every 60 days and broadcast in the
fields designated in the Waste Utilizaton Plan .
MAINTENANCE...
Concrete of the Waste Storage Structure should be inspected periodically for major
cracks. Any loose boards on the wooden side of the structure should be replaced
immediately.
Vegetation on the dam of the Waste Storage Pond should be inspected periodically and
reseeded as needed to maintain a vigorous stand. The dam should be mowed at least
annually to prevent woody growth. Mowing operations must take place only when the
soil of the dam is dry. Vegetation should not be mowed to a height of less than 4 inches at
any time, (See: Critical Area Planting for further maintenance requirements.) Any
eN idence of'slom-hillo or st�vpa,,,e should be reported to the Gaston N'murnl
lte�,ources Conservation District office 922-4181.
OTHER WASTE STORAGE
Day old to 200 lb Heifer Group -
OVERVIEW
Young heifers are kept in hutches and small lots near the milking herd. Approximately
75% of the manure is collected.
OPERATION...
Page 6

OPERATION AND MAINTENANCE PLAN
Manure will be collected and spread weekly or biweekly. See the Waste Utilization Plan
for estimated quantity of manure to be collected and spread.
Dry Cows -
OVERVIEW...
Dry cows are located on a pasture-] ounging area on the farm. Hay will be fed in a ring
Approximately 25% of the manure will be collected from the feed areas. Manure vVill be
collected and spread once a year.
OPERATION...
See the Waste Utilization Plan for estimated quantity of manure to be collected and
spread,
Large Heifers -
OVERVIEW
Large heifers are pastured on the farm.
OPERATION_
See the Waste Utilization Plan for estimated quantity of manure to be collected and
spread around hay rings, etc.
3. WASTE APPLICATION SYSTEM
IRRIGATION AND APPLICATION SYSTEM
OVERVIEW...
WASTE APPLICATION SYSTEM- The Underground Main & Hydrant System for the
Waste Storage Pond consists of 1- 20 hp electric irrigation pump. The depth of
installation is 30". There are 3 hydrant units with 10 stationary gun positions,
Manure will be loaded from the Waste Storage Structure to a spreader by a ftont end
loader, The waste is hauled and applied to nearby cropland and pastureland. See Waste
Utilization Plan for times amounts and places to spread.
Page 7

OPERATION AND MAINTENANCE PLAN
OPERATION...
See also the System Operation Plan located with the Irrigation System Designs,
Irrigation operition shotild be initiated 1)rior to tile liquid level reachillo tile fill]
Storage level Illarker in tile Wwstt Storage Pond. When the liquid level in the pond
reaches the marker, liquids must be removed by pumping from the pond into the irrigation
system, or if situations warrant, to a spreader tank for land application. Do not irrigate in
such a manner as to cause runoff or erosion. Do not irrigate on fi-ozen or saturated soils.
Discontinue irrigation when soil is near saturation point,
The Waste Storage Pond is secondary, consisting of mostly wastewater. Agitate when
needed. The suction has a rotating screen attached which keeps debris away from the
suction intake. The system will be pumping solids, so flushing will be required. Run up to
two guns sprinklers at a time. Acres under sprinkler coverage are 7 acres. Application
rate in the field should not exceed 0A in/hr, which was in accordance with the Waste
Utilization Plan.
MAINTENANCE...
Soil test the irrigation field annually. Vegetation in the irrigation field should be inspected
periodically and re -seeded as needed to insure a vigorous stand. The field may also need
to be limed and fertilized annually. Follow soil test recommendations. It is essential that
neither vehicles nor livestock be allowed to create travel lanes within the irrigation field.
Page 8

SYSTEM OPERATION FOR WITHERSPOON DAIRY
SYSTEM START-UP:
SYSTEM SHUT -DOWN:
1.
Attach gun(s) to hydrant(s)
1, Turnoff pump motor
2.
Hook up PTO
2, Close discharge gate valve
3.
Prime pump
3, Remove guns from hydrants
4,
Engage pump
4. Move gun(s) to next hydrant(s)
5.
Open pump discharge gate valve
5. Flush Lines
6.
Evacuate all air from system lines
7.
Open pump discharge gate fully
WINTERIZATION:
1.
Open all drains until the wastewater has been evacuated,
2.
Remove drain plug from bottom of pump.
3.
Open gate valve at pump.
4.
Remove suction from pump and take out of lagoon.
MAINTENANCE:
1.
Close drains after the system has been recharged from draining.
2.
Check to make sure that the gun valves are secure when connecting to the hydrants. If not,
re -pack material around valve before starting system.
3.
Make sure gun nozzles are not clogged.
4.
Make sure rotating suction is operating properly.
5.
Punip must be primed after system has been drained,
6,
Do not run pump dry. Damage to the seal could result.
7, Monitor the flow meter to make sure that the system is applying the wastewater as
designed.
8.
Flush system with fresh water after irrigating slurry.
Page 9

OPERATION AND MAINTENANCE PLAN
4. Continued...
AGITATION AND BROADCASTING SYSTEM
OVERVIEW...
The Agitation and Broadcasting System of Waste Storage Structure consists of I PTO
driven agitator pump, I rn�inimum 75 HP tractor, I pump pad area, and honeywagon or
spreader,
OPERATION. -
The Pond is agitated prior to irrigation. The Agitation operation should be initiated
prior to the liquid level reaching the full storage level marker in Waste Storage
Pond.
The initial step in each pumping operation is to properly agitate the waste in Waste
Storage Pond. A PTO driven agitator pump will be used. These tractor -mounted PTO
propeller mixers provide the most vigorous and effective agitation of manure slurries. A
six-month accumulation of slurry might require up to 12 hours of agitation before
pumping. To prevent pump clogging, long-stemmed vegetation and material other than
manure, spilled feed, or wastewater should be kept out of Waste Storage Pond. The pump
pad/loading area should be easily accessible and spills should be minimized. Any excessive
spill should be directed back into Waste Storage Pond, A typical 3,000 gallon size
spreader can spread about three (3) loads per hour with a 2,000 feet haul distance. Only
about one-third (1/3) of the time actually involves field manure spreading, loading and
travel account for the remaining time. See also the manufacturer's specification guide on
proper operation of the agitator pump.
MAINTENANCE...
See maintenance for the Irtigation andApplication System. Also, see the manufacturer's
specifications for proper maintenance on all equipment required under this system.
Page 10

OPERATION AND MAINTENANCE PLAN
4. STREAM PROTECTION SYSTEM
HEAVY USE AREA PROTECTION:
OVERVIEW—
The heavy use area will protect the lounging area near the entrance to the feedlot. Gravel
underlain by geotextile fabric will help prevent erosion stabilize the ground around the site
(usually void of vegetation).
MAINTENANCE...
Gravel shall be maintained to the designed depths. Geotextile fabric shall be monitored for
tears or visible areas which work to the surface. Any accumulated manure shall be
periodically scraped and land applied. (Refer to the Waste Utilization Plan for
application location and specifications.)
LIVESTOCK EXCLUSION AND BUFFER AREAS
OVERVIEW
Exclusion will be installed according to NRCS standard 382 (Fencing). Buffer areas will
be established according to NRCS standard 342 (Critical Area Planting).
MAINTENANCE...
FOR LIVESTOCK EXCLUSION AREAS...Inspect the Livestock Exclusion
periodically for mechanical damage or rot. If fencing wire becomes loose, re -tighten to
original specifications. If fence posts are rotted or damaged in any way, replace damaged
posts with a post that meets the original specifications.
FOR BUFFER AREAS ... Please refer to the Maintenance Section of the Critical Area
Planting sheet for requirements.
6. GENERAL COMMENTS
CRITICAL AREA PLANTING
OVERVIEW—
Page I I

OPERATION AND MAINTENANCE PLAN
Critical Area Planting applies to the dams of both Waste Storage Ponds including
Emergency Spillways, the Pump Pad Area, Irrigation Fields and Buffer Areas. All Critical
Areas will be seeded to Fescue Grass.
MAINTENANCE—
Fertili7er and linic should be applied either during September, October, or
14'ehi-tin ry oj- iNllarch. Apply 400 lbs. of 10- 10- 10 fertilizer evet-y 2 years after
establishment. ikpply linic every 4 to 5 years. A soil sample should be taken to
delt�rnline '1111f)IIIII to 'Ipply. Vegetation should be inspected periodically and re -seeded
as needed to insure a vigorous stand. It is essential that neither vehicles nor livestock be
allowed to use any area as a travel lane that has been treated with Critical Area Planting.
All Critical Area Planting should be mowed at least annually to prevent woody growth.
-INloiving operations, must take place only whell the soil is dry and ve-etntion should
r� tm-
not iw inowed to a height of less th.in 4 inches at any time. Do itot moN� cool senson
,grasses during perlods when plants are shoi�inu signs ofdrought stress.
PESTICIDE USE—
Extreme care should be exercised with the use of all herbicides so that desirable
vegetation, especially that of the Vegetated Grassed Waterway and dam, is not adversely
affected. It is a violation of law to use any pesticide in a manner not permitted by its
labeling. To protect yourself, never apply any pesticide in a manner or for a purpose other
than as instructed on the label or in labeling accompanying the pesticide product that you
purchase. Do not ignore the instructions for use of protective clothing and devices and for
storage and disposal of pesticide wastes, including containers,
REPAIRS...
Notif * y the Gaston Natitral [-,'�esource� ('onservation District (922-4181)� or the
N,2tur,d Resotirci�s Covwrv.ttiov Seri i,�-' (922-39-56) If repairs or nuijor
modificntion�z nre required for '411.y of the compoilent" Of thk W:100
Sys i L' I 11.
EQUIPMENT SAFETY
All equipment associated with waste management, such as spreaders, pumps, conveyors,
and tractors, can be dangerous if improperly maintained or operated. Operators should be
Pa -e 12
0

OPERATION AND MAINTENANCE PLAN I
thoroughly familiar with the operator's manual for each piece of equipment. Equipment
should be inspected frequently and serviced as required. All guards and safety shields
must be kept in place on pumps, around pump hoppers, and on manure spreaders, tank
wagons, and power units.
ODOR CONTROL...
Waste management methods that minimize the release of offensive odors should be used.
Attention needs to be given to timing in spreading the manure and field location. Do not
1.5
apply when the weather is hot and humid. Apply when the humidity is the lowest for our
area. Do not apply on weekends or holidays. Consider wind direction and
neighborhoods.
PEST CONTROL—
An effective pest control program requires both the elimination of breeding areas and the
use of insecticides. There are no chemical materials which can be substituted for good
sanitation practices, Flies breed most frequently in places that are unclean and moist.
CLE,AN UP FIRST—TIJEN LOOK'FO INSECTICIDE'S FOR,,U)I)ITIONAL FLN'
CO.'N'TROL. Use current recommended insecticides, Read the label carefully and follow
instructions, Use exactly the dosage and time indicated. Keep records on insecticide use --
what, when, and where. Use properly maintained and calibrated equipment, Observe
cautions on the label. Do not contaminate feed, water, milk, and milking equipment.
MORTALITY MANAGEMENT METHODS...
Burial three feet beneath the surface of the ground within 24 hours after knowledge of the
death, The burial must be at least 300 feet from any flowing stream.
Page 13

Animal Waste Manage tit e tit Systen rs—Apr il 1997
Appendix D: Odor and Insect Control Checklist
On many operations, odor is likely to be the number one community issue for both producers
and the general public. Because people can detect a smell they find offensive, they assume
there is an environmental problem, What are some perceptions of swine odor that your
neighbors and members of your community may have?
SOURCES -OF ODOR
The good ncws is that odor can be managed by reducing sources of odor. Decomposing
manure is the most obvious source. Generally, decomposing manure that has undergone some
type of anaerobic (without oxygen) breakdown has a more offensive odor than fresh manure.
The actual odor is the result of the type of ration, animal metabolism, and environmental
conditions in which manure is stored and spread. Decomposing feed and carcasses can also
contribute to odor.
North Carolina Stale Univarsity

'em.
27
5"
'14
.. ... . .... .. ..
......... . N
. ...... ...
CATEGORY
EXAMPLES
ACTION
CONTACTS
Obvious Threat
Complete structural failure;
1. If there is any Potential threat to life or
911 or Gaston County
full or partial loss of a lagoon wall
property, contact 911 or Gaston County
Emergency Management [phone]
resulting in a release of waste
Emergency Management.
DWO at(919)663-1699, or
2. Report failure to Division of Water Quality
1-800-662-7956
(DWQ) - provide operation name, location,
or Gaston County Emergency
problem, time of spill, phone Dumbgr for
Management [phone]
return call & registration/certification
number
S.C. Lovelace & Sons, Inc.
Work: [phone], or
3. Make all attempts to stop the discharge and
Home: [phone], or
contain the waste on the farm
Hal Lovelace: [phone]
Call Bennie Carson for dozer, etc.
Freddy Lovelace: [phone]
Push dirt to plug lagoon, plug ditches, divert
runoff, put all boards in water control
Natural Resources Conservation Service
structures, try to pump down water level
Engineer - Sam Bingham [phone]
Stop flushing in milk houses
District Conservationist - [phone] if
Begin making arrangements to move hogs out
unable to reach Engineer.
(depending on severity of damage)
- Repair dike wall and pump waste back in from
containment areas (ditches, etc.)
4. Contact the technical specialist who certified
thelagoon
- Work wfth Engineer to put in both temporary
and permanent measures to keep certification

:J ....i4 V:,.-�mLng`.-,�-W
ij 1, UR�.
'I.A7
TT
At V n,�; .
T,
Impending Threat
Structural damage from
I Report failure to DWQ - provide operation
DWQ at [phone], or
overtopping; leakage or seepage
name, location, problem, time of spill, phone
1-800-662-7956 or, Gaston County
from base or sidewalls of lagoon;
number for return calls &
Emergency Management [phone]
waste discharging from
registration/certification number
Sam Bingham, NRCS Engineer
underground file
(704)-287-5462, or
2. Make all attempts to stop the discharge, or
GNRCD - [phone], or
Failure to immediately address
reinforce weak area of structure until a
NRCS - [phone],,and
these may result in complete
technical specialist can assess situation
structural failure
- overtopping - contain spill, begin pumping to
S.C. Lovelace & Sons, Inc.
land if conditions allow or contact DWQ for
Work: [phone], or
regulatory approval; place dirt in low area of
Home: (704) 6294086, or
dike wall; stop flushing of milk houses
Hal Lovelace: [phone]
- leakagetseepage - contact Sam, ASAP, and
Freddy Lovelace: [phone]
follow advice - reinforce with dirt
- waste from underground file - contain waste
and pump into lagoon - contact Sam, ASAP,
and follow advice
- work with Sam to prevent problems from
occurring again
Other Discharges
Runoff from spray fields, broken
1 � If waste is leaving property use same
Same as for "Impending Threat" category
pipes, leaking pumps, discharges
contacts as for the previous category
from houses and other
- stop waste from leaving by stopping all
maintenance deficiencies
pumping, contain waste in ditches by plugging
and water control structures, and repair all
leaks and broken pipes
2. Address maintenance deficiencies
Sam Bingham, NRCS Engineer,
- consult Sam for repair work, and review waste
[phone]
utilization plan to preverd future problems -
make adjustments to plan as needed

7
p
. ..... ... ..
Di�
. .... .... .
7�
jy
'4�
Lack of Storage Anticipated single storm events I . Contact DWO for regulatory approval for DWQ at [phone], or
Capacity exceeding 25 yr.24 hr. frequency emergency pumping 1-800-662-7956
such as approaching hurricanes;
Or extended rainfall periods
resuffing in water levels above the
start pump marker

GASTON CONSERVATION DISTRICT
LANDOWNER ACCEPTANCE
AND APPROVAL
OF WASTE MANAGEMENT
SYSTEM PLAN
I have read the detailed plans for this Waste Management Syslem and have reviewed the constniction drawings and
specifications developed for this system by representatives of the Gaston Conservation District and the Natural
Resources Conservation Service. The Waste Management System Plan wasapproved by Sam Bingham 5/8/96,
The components shown on the plan represent niy choice and are acceptable as a Waste Management System on my
farin. I understarld the rcquirements of the plan and agree to implement, or cause to be implemented, the details of this
plan to the best of my abilities with technical assistance provided by representatives of the Gaston Conservation District
and the Natural Resources Conservation Service.
I have read the "Operation and Maintenance Plan" and the "Waste Utilization Plan" and fully understoaid both
docitinents and agree to follow these plans, I understand the North Carolina Cost Share Program Agreement #'s 36-
96-68-03 and 36-96-73-03 signed by me on 5/30/95 requires that I maintain this system according to the "Operation
and Maintenance Plan" for a period of no less than ton (10) years from the date of tinal cost share payment. Failure oil
my part to follow this plan may result in prosecution by the State of North Carolina under the terms of the Contract. If I
find any part of either of these plans is not work -able, I wilt contact the Gaston Conservation District so an acceptable
altemative plan may be developed.
I am fully aware that modifications to the proposed plan may be required after constrilction to insure that the system
operates in the manuer and with the efficiency for which it was planned Changes in this plan maynot be made either
during or after construction without the mutual consent and cooperation of myself and the Gaston Conservation District.
I agree to cooperate with the Gaston Conservation District and the Natural Resource- Conservation Service
representatives in an effort to maintain and operate this system as effectively as possible -
The Gaston Conservation District and the Natural Resources Conservation Service representatives have thorougltly
reviewed vvith me this compfelienAve Waste Management Plan and the associated cost share reimbursenient provisions.
All questions have been addressed and answered to my satisfaction.
I fully understand tlia( if I change ray mind about die systeni after this point, any plan design will be designated lowest
priority by the Gaston Conservation District and I have been advised by the Gaston Conservation District that I should
hire a consultant for any flirther technical assistance for this operation.
Landowner Narne- Date- r1_1
Gaston Natural Resources Conservation District
Date:
Technical Representative
Rev. 1/97
File: ywowner.wpd

Dairy Fann Waste Management Odor Control Checklist
sea"= Cause BNtPs to Minimize Odor Site Specific Practices
Fann*cad 0 Dairy production MVegetative or wooded buffers
a-lecommended best management practices
M"Goodiudgment and common sense
Pavcd Ims or bwn 0 Wet manure -covered ey Scrape or flush daily
gley MWL-Yces surfaces ILPfornote drying with proper ventilation
CL.Ro—utine checks and maintenance on waterers,
hydrants, pipes, stock tanks
areas 0 Urine T"rqjnote drying with proper ventilation
0 Partial microbial SAR-eplace wet or manure -covered bedding
decomposition
Manure &Y slacks 0 Partial microbial vide liquid drainage for stored manure
decomposition
Storage uwk- cor basin a Partial microbial C3 Bottom or mid-level loadin-
surface decomposition 13 Tank covers
0 Mixina while fillin-
C� 13 Basin surface mats of solids
a Agitation when emptying 13 Minimize lot runoff and liquid additions
C3 Agitate only prior to manure removal
I
0 Proven biological additives or oxidants
SeWing basin
Jvlanure-,slarry, or
sludgt sprea&r
Outlets
Partial microbial
decomposition
• Mixina, while filling
C.
• Agitation when emptying
• Acitation when spreadina
0
• Volatile gas emissions
13 Liquid drainage from settled solids
0 Remove solids regularly
0 Soil injection of slun-y/sludges
C�-Wash residual manure from spreader after use
C3 Proven biological additives or oxidants

AF
Dairy Farm Waste Management Odor Control Checklist
Source Cause BNTPs to Knimize Odor Site Specific Praci,.:�
Uncovemd manure,
a Volatile gas emissions while
13
So -11. injection of slurrylsludges
slurry, or sludge on
drying
13
Soil incorporation within 48 hours
field smfaces
M-Sfr'ead in thin uniform layers for rapid drying
Lift stations
0 Agitation during sump tank
(3
Proveri biological additives or oxidants
Flusb tanks
* Agitation of recycled lagoon
I-
C3
Flush tank covers
End of drainpipes at
hould while tanks are filling
0
'Extend fill lines to near bottom of tanks with
lagoon
conveyance
aT>siphon vents
Outside drain
0 Agitation during wastewater
)EV' -Box covers
coflection or
conveyance
junction lboxes
Lift stations
0 Agitation during sump tank
C3
Sump tank covers
N �A
filling and drawdown
End of drainpipes at
* Agitation during wastewat er
zn
0
Ext end d I s charge po int of p ipes und erneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
9 Volatile gas emission
C3
Proper lagoon liquid capacity
0 Biological mixing
[I
Correct lagoon startup procedures
0 Agitation
0
M I nim um surf -ace area -to -vol ume rati o
0
Minimum agitation when pumping
C3
Mechanical aeration
C3
Proven biological additives

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed M" Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
provid".ng adequate containment (e..g., covered bin
for brewer's grain and similar high moisture grain
�r /roducts)
r
Inspect for and remove or break up accumulated
Flids in filter strips around feed storage as needed
Animal holding Accumulations of animal OVEliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
Xsturbance by animals is minimal
[Y Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e,, inspect for and remove or break- up
ac,eo6mulated solids as needed)
Dry manure Accumulations of animal KLAemove spillage on a routine basis (e -Q.,
handling systems v"astes 7- to 10 -day interval during summer; 15- to 330 -day
interval during vAnter) where manure is I oaded for
Kmd application or disposal
itl Provide for adequate drainage around manure
s
., ckpiles
C jj�
e
Inspect for and remove or break- up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613-

........ . ... .
Insect Control Checklist for Animal Operations
Cause BM[Ps to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
C3 Remove bridging of accumulated solids at
pits 0 Crusted solids
&Iairitain lagoons, settling basins and pits where
pest breeding -is apparent to minimize the crusting
M
of solids to a depth of no more than 6 to 8 inches
ov5r more than 30 percent of surface
Excessive vegetative * Decaying vegetation CY"Maintain vegetative control along banks of
gro"th lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
D
water's edge on impoundment's perimeter.
0
Dry Systerns
Fee&rs a Feed spillage b�;6esign, operate, and maintain feed systems
ZP
(e.g., bunkers and troughs) to minimize the
umulation of decaying wastage
119-11.11 ro
FT Clean up spillage on a routine basis (e.g., 7- to 10-
C>
day interval during summer; 15- to 30 -day interval
during winter)
0

Dairy Farm Waste Management Odor Control Checklist
source Cause BWs to Minimize Odor Site Specific Practices
irrigation sprinider High pressure agitation gKirrigate on dry days Aritli little or no wind
nozzles Wind drift 0//Minimurn recommended operating procedure
[3 Pump intake near lagoon liquid surface
0 Pump from second-stagge lagoon
Ck'fl-ush residual manure from pipes at end of
slurry/sludge purnpings
Dead artimals a Carcass decomposition M-Kroper disposition of carcasses
Stand mig water 0 Improper drainage b��6rade and landscape such that water drains away
around fa6lifies- 0 Microbial decomposition of from facilities
or,ganic matter
Mud tracked onto Poorly maintained access 0,1farm. access road maintenance
public roads fmm roads
farm access
Additional linformation: Available From -
Catfle Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Dair,y Educafional Unit Manure Management System—Lake Wheeler Road Field Laboratory; EBAE 209-95 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Management of Dairy Wastewater; EBAE 106-83 NCSU—BAE
g
Calibration of Manure and Wastewater Application Equipment, EBAE Fact Sheet NCSU—BAE
Nuisance Coricenas in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

IS
WASTE MANAGEMENT SYSTEM DESIGNS
WITHERSPOON DAIRY DAIRY SIZE: 80 COWS
GASTON COUNTY, NC JOB CLASS: IV
ENGINEER DESIGNS PLANNED BY:
Gaston Natural Resources Conservation District
David Freeman, Natural Resource Conservation Engineer
Dean Parker, Natural Resource Conservationist
Rob Gordon, Natural Resource Conservationist
Garland E. Still, Natural Resource Conservationist
USDA, Natural Resources Conservation Service
ip. Sam Bingham, Civil Engineer
C
APPROVED BY:
File� dgn-wd,wpd
DATE:

PROJECT:
OWNER:
WASTE MANAGEMENT SYSTEM
YATES WITHERSPOON DAIRY FARM
JOB CLASS: II
DAIRY SIZE:
COUNTY:
PLANNED BY:
8 0 COW
GASTON
Garland Still Jr., District Conservationist
David Freeman, Resouce Conservationist
Dean Parker, District Soil Conservationist
Samuel C. Bingham, Civil Engineer
Mac j�Agertoijo Civil I Engineer Technician
APPROVED BY:
DATE -.
I

INDEX
Waste Management Problems
Waste Management objective milking
A. waste storage Pond for polluted Runoff,
Parlor Wash water and Manure storage for 3 months
B. Waste Storage Structure for Manure for milk Herd
C. Clean Water Exclusion
D. Livestock Exclusion and Filter Areas
E. Waste Utilization
F. operation and Maintenance plan Milking
waste Storage Pond for polluted Runoff,
parlor wash water and 3 months of Manure Storage
A. Design VOlulmeRs
unoff for 180 day period
1. Norma oration on pond surface
2. Rainfall minus evap
3. 25 yr - 24 hr runoff
4. 25 yr - 24 hr rainfall on pond surface
S. Freeboard + Emergency spillway Stage
6. solids Accumulation
7. Milking Parlor wash Water
8 Waste Volume (3 months)
B. Summary of Design Volumes
Sizing Waste Storage Pond
C. Average PUMP Volume and Nutrient content
D. pump out elevation and ESW elevation ff to Lower
E. lking Parlor and Lot Runo
F. outlet for Mi
pond
IV. Waste Storage Structure for Manure Milk Herd
A. Volume of Waste
Sizing Waste Storage Pond
B. Manure Stored per Year in the Structure
C. Average
V. Clean water Exclusion
A. Diversions
13. Guttering
VI. Lounging Areas, Feed Areas and Filter Areas
A. Day old to 200 lb Heifer Group
B. Dry Cow ing Area
C. milk Herd Loung

V11. Waste Utilization plan
A. Management Facts (Manure)
B. Mana . gement Facts (polluted w�ater)
Nutrient Computations
C. a. Cropp� ing System
b Nutrient Balance
C. Disposal Calender
D. polluted Water Application plan
E. operation and Maintenance
Appendix
System Cost Analysis milking Parlor,�4ash Water and
Waste Storage Pond For Runof f '
Manure for three Winter Months Cost Estimate
Manure Structure Cost Estimate
system Cost Estimate tion
Irrigation ite Evalua of Proposed
Waste Management Facility S rmine suitability
Soils Investiqation to Dete
Pond Size W) in Dam Construction
Evaluation of 60ils for use
Hazard Classification Data Sheet for DaMS
Drainage Area, Lots ns, 10 sheets
Quantity Calculatio
for Livestock Exclusion
Fencing IJ
ConcrPte
'�_ " 4
Drawings I of 4
plan View 2 of 4
junction Box 3 of 4
junction Box Lid 4 of 4
Concrete Chute Pond

WASTE MANAGEMENT SYSTEM
1. Waste Management Problems
So dairy cows are partially confined to the milking
parlor and feeding area. Slurry manure is scraped and
hauled weekly or biweekly depending on weather conditions.
Cows are housed in a barn with a shaving based manure pack
during the winter months. Manure is collected with a shovel
from this area daily. Runoff from concrete and a few roofs
at feedlot area flows to the stream. Also, water from the
milking parlor flows toward the stream.
Milk cows are encouraged to use an adjoining pasture as
a lounging area. In the winter months, the pasture is void
of vegetation near the barns.
10 heifers day old to 200 lbs are kept in hutches and
lots near milking parlor. All other heifers are kept in
small groups in pastures away from the main farm.
10 dry cows are kept on a pasture on the farm.
ii. waste Management Objective
A system will be planned to economically as possible
handle all the problems described above in a manner that
does not degrade air, soil or water resources. The system
planned will prevent discharge of pollutants to surface and
ground water by recycling waste through soil and plants.
The following design and plans will be required:
A. Waste Storage Ponds for Polluted Runoff, Milking Parlor
Wash Water and Manure Storage during the Winter Months
The storage period in the waste storage pond will be
determined based on drainage area, amount of milking parlor
wash water and manure collected during three winter months.
Mr. Witherspoon prefers to haul solid from March through
November. A structure will be constructed for this manure.
The waste storage pond volume (storage period) is the main
factor which determines the management which will be
required to prevent an illegal discharge. Polluted water
should not be applied to land that is frozen, snow covered,
or saturated. A storage period of 6 months would be
desirable to allow flexibility in managing the application
system to prevent a discharge.
The Waste storage pond is located over 100 ft. from the
nearest well. The waste storage pond is located no closer
than 350 ft, from any residence other than the owner or his
tenants.
A irrigation system will be used to empty ponds.

B, Waste Storage Structure for Manure for Milk Herd
A storage period of 2 months would be desirable to
allow flexibility in managing the application system.
The manure will handled as a solid in order to handle
the manure easily and in as concentrated volume as possible.
C. Clean Water Exclusion
Clean water will be excluded from the feedlot and waste
storage pond to the fullest extent possible. Diversions,
piping, and guttering will be used where practical.
D. Livestock Exclusion And Filter Areas
Runoff from lounging area and hay feed areas will be
filtered through grass. Fencing will be changed to remove
cattle lounging areas from streams and below concentrated
feed areas. These filter areas will infiltrate part of the
first flush and filter sediment and organic particles.
F. Waste Utilization
Sufficient land shall be available to properly spread
waste at locations, times, volumes, and rates that maintains
air, soil and water resources. Waste applications will be
based on soil and waste analysis. A waste utilization plan
will be prepared.
F. operation and Maintenance Plan
The owner shall be responsible for operating and
maintaining the system. An qperation plan will be prepared.

III. Waste Storage Pond for Polluted Runoff, Milking
Parlor Wash Water and 3 months of Manure Storage
manure for the worst three winter months will be stored
in the waste storage pond. Runoff from lots and milking
parlor wash water will be stored for 6 months.
A, Design Volumes
1. Normal Runoff for 180 day period
Drainage area surfaced lot. Use average runoff values
in Ag. Waste Management Field Manual. Concrete channels
shall carry 25 yr 24 hr runoff to Waste Storage Pond.
Drainage Area 0.44 ac. Surface 0.37 ac.
Unsurface 0.07 ac.
Use 180 days: h 13-09"
September - Feb Surface Runoff Dept
Unsurface Runoff Depth 5.7811
surface Runoff= 13.09" 0.37 ac. *43,560 sqft/ac= 17,581cuft
12 in/ft . 1p
Unsurface runoff=5.7811*0�07 ac. * 43,560 sqft/ac=1,469 cu ft
12 in/ft 0
Total Runoff = 19,050 cu ft
2. Rainfall minus evaporation on pond surface
22.02 - 12.3 0.8 ft/6 month
SURFACE
UNSURFACE
NORMAL
RUNOFF
RUNOFF
MONTH
RAINFALL
i5
DEPTH
DEPTH
NORMAL EVAP.
JAN.
3.94
52
2,05
20
0.79
1.7
FEB.
3.98
57
2.27
25
1.00
1.6
MAR.
4.63
57
2.G4
24
1.11
4.6
APR.
3,45
59
2�04
26
0.90
3.8
MAY
3.85
58
2.23
24
0.92
3.9
JUN.
3.69
60
2.21
27
1.00
4.4
JUL.
4.44
60
2.66
27
1.20
4.3
AUG.
4.50
61
2.75
31
1.40
3.9
SEP.
3.85
67
2.58
33
1.27
3.2
OCT.
3.47
63
2.19
30
1.04
2.4
NOV.
2.94
59
1.73
26
0.76
1.7
DEC.
3.84
59
2.27
24
0.92
1.7
Use 180 days: h 13-09"
September - Feb Surface Runoff Dept
Unsurface Runoff Depth 5.7811
surface Runoff= 13.09" 0.37 ac. *43,560 sqft/ac= 17,581cuft
12 in/ft . 1p
Unsurface runoff=5.7811*0�07 ac. * 43,560 sqft/ac=1,469 cu ft
12 in/ft 0
Total Runoff = 19,050 cu ft
2. Rainfall minus evaporation on pond surface
22.02 - 12.3 0.8 ft/6 month

3. 25 yr - 24 hr runoff
CN ��95
1
1 5 5
Rain� a
Runof f �4.
25yr-24hr runoff= 4.9111 *0.44ac* 43560 sqft/ac = 7,842 cuft
1211/ft
4. 2S yr - 24 hr rainfall on, pond surface
Rainfall = 5.511 = .5 ft
5.
Freeboard + Emergency spillway stage =
1.0 ft
6.
Solids Accumulation
The
waste storage pond will be agitated and
pumped
each time
pond
is irrigated.
7.
Milking Parlor Wash Water
i. Pipeline and milker wash water
100
gal./day
ii. Tank wash water
50
gal,/day
iii. Milk house floor wash water
100
gal./day
iv. Cow wash water
50
gal./day
300
gal./day
Volume 300 gal/day*1 cu ft/7.48 gal* 180 days
7,219 cu ft
"7

8. Waste Volume (3 months)
7001 of manure will be collected on the feedlot and milk
parlor holding area, The other 30% will be stored in
storage structure for solids.
Volume = 80 cows*14 crallday/cow*90 days * 70% = 9,433 cuft
7.48 gal/cu ft
B. Summary of Design Volumes
1.
Total Runoff
19,050 cu
ft
2.
25 year - 24 hour runoff
7,842 cu
ft
3.
Waste Volume
9,433 cu
7,219 cu
ft
ft
4.
mil),�inq Parlor Wash Water
TOTAL
43,544 cu
ft
4.
Rainfall minus evaporation on
pond surface
0.8
ft
5.
25 yr- 24 hr rainfall on pond
surface
0.5
ft
6.
Freeboard
1.0
ft
TOTAL
2.3
ft
C. Sizing Waste Storage Pond
781
2.31
2-1 Total DeR�� 10,5 1 2: 1
8.21
761 42.-!-)
Volume 8.2/6[421*76' + 74.8'*108.8 + 4(58.4'*92.4')]
44,984 CU ft OK

D. Average Pump Volume and Nutrient Content
Winter Storage Summer Storage
Normal Runoff
19,050
cu
ft
19,050 cu ft
Milking Parlor Water
-7,219
cu
ft
7,219 cu ft
Rainfall - evap. .8*1181*781
7,363
cu
ft
7,363 cu ft
Waste volume
9,433
cu
ft
0
43,065
cu
ft
33,632 cu ft
11.9
Ac -In
9.3 Ac -In
The total Plant Available Nitrogen (PAN) for the three
winter months was determined from slurry data,
PAN =.29Ac-In/cow/yr*80 cows*3 months*70'i* 243 lbs PAN/Ac-in
12 months/yr
987 lbs PAN
987 lbs PAN/11.9 Ac -In = 83 lbs PAN/Ac-In during winter
period
The total PAN for summer months does not include any slurry.
9.3 Ac -In * 20 lbs PAN/Ac-In = 186 lbs PAN
Total PAN for the Year in Pond =987 lbs +186 lbs = 1,173 lbs
If crop uses 150 lbs PAN per year, 8 acres will be needed
for irrigation.
R. Pump out elevation and ESW elevation
The waste storage pond for runoff should be irrigated
before the water level reaches the 25 yr - 24 hr storage
volume. This elevation is 2.5 ft below the top of dam. The
emergency spillway elevation is planned 1.0 foot below the
top of dam.
This waste storage pond will store 6 months of runoff and
milking parlor wash water. Using the worst 6 month
computations, 21.2 ac -in will be stored each year.
F. Pipe For Milking Parlor Wash Water to Pond
A 611 pipe will carry water away from present outlet to
the Waste Storage Pond. Junction boxes or clean outs will
at frequent enough intervals to clean pipe when necessary.

IV, Waste Storage Structure for Manure for Milk Herd
A. Volume of Waste
Dairy cows are in the feedlot area approximately 34% of
the time. it is estimated that 50% of the manure produced
will be collected in the waste storage structure. The herd
will have access to a lounging area. Assume 50% of total
produced will be collected.
volume = 80 cows*14.0 c[al/dav* 60 days*1 cu ft * 50*1
7.48 gal/cu ft
= 4,492 cu ft
B. sizing waste Storage Structure for Manure
Manure will be stored on a concrete slab near the lot.
Manure will be stacked with a tractor. Earth embankment
will be constructed on three sides to confine waste on the
concrete.
The concrete slab will be sized to store manure 3 ft deep.
Try 40' * 40':
volume = 40' * 40' * 3' = 4,800 cu ft OK
C. Average Manure Stored per Year in the Structure
3 month winter period
3061 * 80 cows * 14 qalZcow/day * 90 days 4,043 cu ft
7.48 gal/cu ft
9 other months
5061 * So cows * 14 gal/day/cow * 275 days 20,588 cu ft
7.48 gal/CU ft
V. Clean Water Exclusion
A. Diversions
Clean water diversions will be constructed around waste
storage pond and storage structure. The District
Conservationist will design all diversions. Diversions
shall be designed to carry the 25 year - 24 hour runoff plus
capacity to Store some sediment.

B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. This applies mostly to any new
construction since guttering will be difficult to install
and maintain on existing buildings.
VI. Lounging Areas, Feed Areas and Filter areas
A. Day old to 200 lb Heifer Group
10 young heifers are kept in hutches and small lots
near the milking herd. Approximately 75'-. of the manure is
collected. Manure will be collected and spread weekly or
biweekly.
volume
of manure=10 calves*1.5 _q 1/hd/dav* 365 days*.75= 549cuft
7.48 gal/cu ft
13, Dry Cows
10 dry cows are located on a pasture -lounging area on
the farm. Hay will be fed in a ring. Approximately 2511 of
the manure will be collected from the feed areas. Manure
will be collected and spread once a year.
Volume of Manure
=10 cows 14 gal/hd/da 365 days*.25= 1,708 cu ft
7.48 gal/cu ft
C. Milk Herd Lounging Area
The milking herd is allowed access to a lounging area -
pasture presently located along the branch behind the barn,
100, grass filter areas shall be maintained between bare
lounging areas and water channels.

VII. Waste Utilization Plan
A. Management Facts (manure)
Manure for milking herd will be stored in a waste
'storage pond for approximately 3 months each winter and will
be irrigated with runoff and milking parlor wash water. See
polluted water management facts.
Approximately 301-k of the manure collected during the winter
3 months will handled as a solid. For the other nine months
of the year, manure collected will be handled as a solid.
The following amounts of manure solids will be collected.
1. Milk Herd 24,631 cu ft
2. Day old to 200 lb Heifers 549 cu ft
3. Dry Cows 1,708 cu ft
Total 26,888 cu ft
if all of one years waste were spread using a 200 cu ft
spreader, it would take approximately 135 loads. Assuming 1
load per hour, it will take 135 hours to spread this manure.
Ground conditions must be evaluated prior to spreading.
Irreversible compaction problems and damage to underground
drainage systems may result from the excessive weight of a
loaded spreader. Caution should be exercised to insure that
waste does not run or wash off from the land.
B. Management Facts (polluted water)
Polluted runoff and milking parlor wash water will be
stored in a waste storage pond for about 6 month and spread
on pasture and cropland near waste storage pond. During the
winter, 3 months of manure collection will be stored in the
pond.
During the course of one year, the storage pond could
store up to 21.2 ac -in of polluted water.
Ground conditions must be evaluated prior to spreading
water on the fields. Polluted runoff may result if ground
is saturated.
Runoff from feed areas and lounging areas will be
diverted through grass filter areas. Grass sods will be
maintained all year round. These areas may be controlled
grazed in late spring and early fall when ground is dry.

C. Nutrient computations
manure application shall be based on actual soil test
and manure analysis. Example computations are shown below.
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE NUTRIENT
(includes applic. losses)
N 8,335 lbs. 0.57 .3,584 lbs.,]
P205 5,166 lbs. 0.30 3,616 lbs.
K20 7,252 lbs. 0.30 5,076 lbs�
D. Solid Waste Utilization Based on the Following
Cropping System
a. Cropping Plan (EXAMPLE)
CROP UNITS ACRES YIELD APPLIC. RATE
Pasture tons 20 3.5 562 cu ft/ac
Corn Silage tons 14 20.0 1,125 cu ft/ac
Note: 1 ton = 32.25 cu ft of manure
b, Nutrient Balance (EXAMPLE)
REQUIRED lbs applied/ac (lbs. used/ac)
CROP ACRES N P205 K20
Pasture 20 75 (75) 99 149
Corn Silage 14 150 (150)
C. Disposal Calendar (EXAMPLE)
CROP AC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Pasture 20 NNN NNNNNNNN NNN
Corn 14 NNNNNNNNN NNNNNNNNNNNNNNNNNNNNNNNNN
N = not a recommended disposal period

D. Polluted Water Application
Nutrient concentrations are expected to be relatively
low in the runoff and milking.parlor wash water. The
concentrations will be increased significantly when manure
is added. The controlling factor is applying water at a
rate that will not runoff the application area. Application
rates will be recommended based on soil type in different
fields. The Nitrogen content of water is estimated to be 83
lbs N per acre -inch in 11.9 ac -in of water stored during the
winter. The Nitrogen content of water is estimated to be 20
lbs N per acre- inch in 9.3 ac -in of water stored during the
Summer, The total nutrients for the year is 1,173 lbs PAN.
one acre of fescue will use approximately 150 lbs of N per
acre. 21.2 ac -in of water will be irrigated. Eight acres
is needed for irrigating water. Actual Nutrient content of
water shall be checked and irrigation area adjusted
accordingly.
E. operation and Maintenance Plan
The waste management system will keep pollutants out of
the streams and rivers if the 25 yr -24 hr storage capacity
is maintained in the waste storage pond and diversions for
clean water and polluted runoff are maintained around the
system.
Whenever the lower waste storage pond for polluted
runoff reaches a point 2.5 ft. below the top of the dam, the
storage pond shall be emptied. A post shall be set with its
top at this elevations.
Vegetation around the waste storage pond shall be mowed
annually and eroded areas patched. Fencing shall be checked
and repaired as required.
See other sections of the plan for maintenance of grass
filter areas.

:)YO -EM COST ANALYSIS
I WITHERSPOON DAIRY FARM
3, JW DAIRY
4ASTE STOP -AGE POND FOR 3 MONTHS MANURE AND 6 MONTH RUNOFF AND MILKING PARLOR
AANURE STRUCTURE, 2 MONTHS STOP -AGE
,ASTON COUNTY, NORTH CAROLINA
DEPRECIATION
INTEREST, REPAIR
INSURANCE &
HOURLY
ANNUAL
INVESTMENT-
TAXES FACTORS
HOURS
RATE
COST
4aste Storage Pond
& Inlets, etc.
11,918.26
.14
1,668.56
'4anure Structure
4,275.70
14
598.60
Fractor scrape
iaily, 35 Hp
8,650.00
.20
--
--
1,730.00
1,abor, Daily scrape
---
--
365
4.50
1,642.50
3preader, Box Type
200 cu ft
6,000.00
.20
--
--
1,200.00
rractor, Hauling
hp, (135 loads/yr) ---
--
135
8.27
1,116.45
rractor, Loading
70 hp
135
5.27
711.45
Labor, Loading
---
--
135
4.50
607.50
Irrigation
21.2 ac -in per yr
15,000.00
.20
---
--
3,000.00
rractor Irrigating
150 gal/min (70 hp)
---
--
160
5.27
843.20
Labor Irrigating
---
160.
4.50
720.00
$45,843.96
$13,838.26

Waste Storage Pond For Runoff, Milking Parlor Wash Water and
Manure for Three Winter Months Cost Estimate
Concrete Ditch for lot runoff and manure
Concrete -
91 * 85/ * 411 + 2(811 * 811 * 851) 331 cu ft=12 cu yd
12 cu yds @ $100.00 per cu yd = $1,200.00
Steel -
851 51 * 2 850 sq ft @ 21 lbs/100sq ft =
178.5 lbs
(85 811)+ P-51 2)= 227 ft - No. 4 bar @ .668
lbs ft
151.6 Ibs
178.5 lbs + 151.6 lbs 330 lbs @ 0.74 per lb
$244.20
Manure Chute at Pond
Concrete
351* 10' 611 + 2 *351 * 1.5' *911 + 2 * 101
= 283.75 cu ft = 10.5 cu yd
10.5 cu yd @ $100.00 per cu yd = 1,050.00
Steel -
14 * 351 + 10 * 3.1 +,36 * 121 + 3 * 10, 982
ft
982 ft @ .668 lbs/ft = 656 lbs @ 0.74/lb $485.44
Safety Bar at Push Off Chute-
Sch 40 311 and 411 steel pipe est. $200.00
New Concrete on Lot to Catch Lot Runoff
Concrete -
181 * 701 * 411 + 36' * 301 * 411 + 1281 * 811
81f
= 837 cu ft = 31 cu yd @ $100.00 per cu yd
$3,100.00
Steel -
3 * 51 * 701 + 36' * 5' * 8
= 2,490 sq ft @ 21 lbs/100 sq ft = 523 lbs
No. 4 bar = 1281 + 64 8" = 171 ft
171 ft @ .668 lbs/ft 114 lbs
Total Steel 523 lbs + 114 lbs = 637 lbs
637 lbs @ 0.74/lb = $471.38
Milk Room Wash Water
Junction Box at Parlor
600 brick @ $510.00 per 1000 = $306.00
Concrete - 0.6 cu yd @ 100.00 per cu yd = $60.00
Reinforcement Steel - 41 lbs @ 0.74 per lb =
$30.34
245 ft - 611 SDR 35 Pipe @ $4.60 per ft = $1,127.00
Clean Water Diversion
150 lin ft @ $2.00 per ft $300-00
Embankment
Earth Fill 1,177 cu yd @ $2.00 per cu yd = $2,354.00
vegetation 0.8 ac @ $503.00 per ac $402.40
Fence - 760 lin ft @ $1.25 per lin ft $587.50
TOTAL WASTE STORAGE POND FOR RUNOFF - $11,918.26

Manure Structure Cost Estimate
concrete -
40' * 40' * 411 + 120' * 8 8vt = 586 cu ft = 22 cu yd
22 cu yd @ $100.0o per cu yd = $2,200-00
Steel 9 - 40' . 1,soo sq ft @ 21 lbs per 100 sq ft
= 378 lbs = 160' @ .668 lbs/ft
No. 4 bar = 120' + 60 * 8" = 107 lbs
Total = 378 lbs + 107 lbs = 485 lbs @ 0.74/lb
= $358-90
87 cu yd @ $2.00 per cu yd = $1,174.00
Earth Fill 5 @ $503.00 per acre = $50.30
Vegetation o.1 acre
,in ft @ 1.25 per lin ft = $362.50
Fence - 290 0 each $130-00
Gates 2 @ $65.0
TOTAL MANURE STRUCTURE COST ESTIMATE $4,275.70

irrigation system Cost Estimate
The actual nutrient content of water stored in waste storage
pond is unknown. it is estimated that the nutrient content
will be 1,173 lbs PAN. The pond will store 21.2 ac -in per
year. This will require a solid set irrigation set up for
approximately 8 acres.
It is recommended that the irrigation i system designer be
given field location, size, slope, soil tYPe, maximum
application rate, crops, and maximum application per
irrigation. A s acre application area is estimated to Cost
between 10,000.00 and 20,000.00 dollars.

ry -9-11 -a--*
CLEAN WA I F"X%,
JR -..d -lrvEM
F, X C U S ().4m, N S V S I

I
N ME: 064f C4
A P604N D , 1�ffl
A(;tlEk,'Ml,-'NT No: 3k,-)6-&9-03
DK8 I UN COM
DESWN APPROVE'D DATE
CONSTIMC,TION A1111110V 1-:1)
DIVERSION (Ft.)
Code:362
AT *LK
PA RLD K
Ak�

U.S. DEPARTMENT OF AGRICUL-1-VRE,
NA—MRAL RESOURCES CONSERVATION SERVICE
DIVERSION SPECIFICATION
W-1-1-1-:9---RSPOON DAIRY
All ditches or gullies shall be filled. and trees and other obstructions shall be removed before
construction begins or sliall be part of the construction.
The diversion shall be constructed to a planned aligitnient, grade, and cross section.
If underground conduits are located under diversion ridges, mechanical compaclion., water
packing, and installation and backfill of conduit trenches sha-11 be made fill advance
adequate settlement. The materials used for the inlet and conduit shall be suitable for the purpose
intended and shall meet the requirements of subsurface drains (606). Di�,,ersion compacted by
machinery travel or other means sufficient to insure proper functioning of the diversions.
The surface of the finished diversion shall be reasonably smooth and present a workmanlike
appearance.
Ail unstable material should be excavated and the diversion filled with graded crushed gravel
with a maxiurn particle size of 1.5 inch down to less than 10 percent fines. Minitnuni depth of
gravel will be eight inches.
Fabric Filter Cloth (see attached specificat ions) is to be use under the gravel to stablize the
diversion (see attached plans). Gravel shall be maintained at a minium depth of (8)
inches.
A maintenance program should be e-,tablished to maintain diversion capacity, storage, ridge height,
and the outlets. Am, & rnaied Fabric Filter Clolhshalfl be patched andjor replactd as needed.
Maintenance shall be perfomied for a. minitnuin life span of 10 years.

CONSTRUCTION SPECIFICATION
FABRIC FILTER CLOTH
-L. SCOPE
This work shall consist of furnishing all materials, equipment and
labor necessary for the installation of geotextile fabric filter
cloth under rock riprap and as a load stabilizer under surfacing
materials on roadbeds and other heavy use areas.
2. MATERIALS
Fabric filter cloth shall be manufactured from synthetic long chain
or continuous polymeric filaments or yarns such as polypropylene,
polyethylene, polyester, polyamide, or polyvinylidene-chloride. The
fabric filter cloth shall be formed into a stable network of
filaments or yarns that retain their relative position to each
other, are inert to commonly encountered chemicals, and are
resistant to ultraviolet light exposure, heat, hydrocarbons, mildew,
rodents and insects. The fabric filter cloth shall be free of any
chemical treatment or coating that might significantly reduce its
permeability and shall have no flaws or defects that would
significantly alter its physical properties.
Fabric filter cloth shall be of the non -woven type and shall conform
to the physical properties listed in Table 1, based on the average
roll minimum value. Non -woven fabric filter cloth shall be
manufactured from randomly oriented fibers bonded together by the
needle punched process.
Prior to installation of any fabric filter cloth, the Contractor
shall furnish the Contracting Officer the following information:
(1) Name of product and manufacturer.
(2) Product description, chemical composition, and copies of
typical laboratory test values.
(3) Statement of compliance attesting that the fabric filter
cloth meets the chemical, physical, and manufacturing
requirements stated in this specification.
(4) Signature of legally authorized official attesting to
validity of information provided.
4. SHIPMENT AND STORAGE
The fabric filter cloth shall be supplied in rolls wrapped with a
protective covering to keep out mud, dirt, dust, debris, and direct
sunlight. Each roll of fabric filter cloth shall be clearly marked
to identify the brand, type and the individual production run.
NRCS-NC (Page 1 of 3) FABRIC FILTER CLOTH
AREA I nl"RCH 1995

5. PLACEMENT
The fabric filter cloth shall be placed on the approved prepared
surface at the locations and in accordance with the details shown on
the drawings. The fabric shall be unrolled along the placement area
and loosely laid (not stretched) in such a manner that it will
conform to the surface irregularities when the stone or other
material is placed on it. No cuts will be permitted in the fabric
panel unless otherwise specified. The panel may be folded and
overlapped to permit proper placement in the designated areas.
The orientation of the width and length of the fabric panels shall
be as shown on the drawings. The fabric length shall be placed
parallel to the direction of water flow unless otherwise indicated
on the drawings. The overlaps of panels and end roll details shall
be as specified. The minimum overlap shall be 18 inches.
Securing staples shall be placed along the edge of the panel and at
abrupt changes in contour to adequately secure the fabric filter
cloth to the soil surface, At overlaps, securing staples shall be
inserted through both layers along a line through the approximate
midpoint of the overlap. Securing pins shall be placed along a line
approximately two inches in from the edge of the outer limits of the
completed filter cloth area at intervals not greater than 12 feet.
Additional staples shall be installed as necessary to prevent aily
slippage of the fabric, regardless of location. Staples shall be
machine made of No. 11 gauge or larger new steel wire formed into a
"U" shape. The size when formed shall not be less than 6 inches in
length with a throat of not less than 1 inch in width. Staples
normally used for securing erosion control netting may be acceptable
if approved by the engineer prior to installation.
Rock riprap and other surfacing material shall be placed in a manner
that prevents damage to the fabric filter cloth. In no case will
riprap be dropped on uncovered material from a height greater than
three feet.
7, ITEMS OF WORK AND CONSI�RUCTION DETAILS
Items of work to be performed in conformance with this specification
and the construction details therefor are:
a. Filter Fabric
(1) This item shall consist of furnishing and installing the
non -woven fabric filter cloth under rock riprap and under
crushed stone surfacing materials.
(2) Fabric filter cloth supplied shall be Pclyfelt TS 700,
Mirafi 160N, QuLine Q70, TerraTex N06 or equivalent material
meeting the requirement of Table 1.
NRCS-NC (Page 2 of 3) FABRIC FILTER CLOTH
AREA I MARCH 1995

TABLE 1
REQUIREMENTS FOR NON -WOVEN FABRIC FILTER CLOTH
Test
Tensile Strength
(pounds)
Bursting Strength
(psi)
Elongation at
Failure (percent)
,,uncture
(pounds)
Ultraviolet Light
(percent residual
tensile strength)
Apparent opening
size (AOS)
Method
ASTM D-4632
Grab Test
ASTM D-3786
Diaphragm Tester
ASTM D-4632
Grab Test
ASTM D-4833
ASTM D-4355
150 hours
exposure
ASTM D-4751
Requirements
i8o lbs. minimum
320 psi Minimum
5o% Minimum
80 Pounds Minimum
70 Percent Minimum
No larger than the
openings in a US
Standard Sieve No.40
PermittivitY ASTM D-4491 0.70 Min1mum
(1/seconds)
* Minimum average roll value - weakest principal direction.
NRCS-NC
AREA 1
(page 3 of 3)
FABRIC FILTER CLOTH
MARCH 1995

US. Department of Agrlcultulre' NC -ENG -44
-Soll Consen/ation ServIce 5/90
Diverslon Data Shoot
Name: OTES 0 17'HER_�PaDov coun�ty: O)A'S'rDd
Address:kh mAgig 04 Eb B,-gv1Y0- Ci-rj Field'No. 14
Form No. ---- -Tract No.
. ....... . . -
Field Sketch
BA PW
014 F01
NOT TP ScA 1�r P,,, �'N i
Tia M�P
Ground surfaco before consfructlon
T 4' rnin.
W�
Froeboiad a 3 *Note: Interim standard
n.- 6nd
allows 3' M '
Seed
89 faf in ILL F7
Z_lb/ac
b
Llme
Ilig
A t/ac
_4A1_)__4
Fert.
10-16-10
LUOlb/ac
_ YO lb
Mulch
Ca 410
_7_ t/ac
"�4m
Netting
.200
rr ,
Amount to be vegetated 20)( 10 fac)
U1p: Standard designs approved by area engineer
be used. Show design number.
Geo. Te- �f 1.7At,
Remarkk- 2)P-16MrL) 4)WEX-510A)
6 M Add i�t'�NA ­ T/rP&Z5 ­ 76 IV Oq rule
9-6
DesIgn by Date:
Approved by.
D a t e: L L! E "a re
T

US. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
SCS -ENG -529
2-80
&55ef,er C,b %
Location Owner W !��,
Watersheri Subwatershed Site No.
Contractor Computed by Date
Item Checked by Da te
Contract No. Estimate yd 3 Actual yd 3
slotior
End or..
in
End or..
ot,')
5-- of.
end
01.1anca
t ft)
Section Volume Remark$
products (yd3j
0 10
......................
. ......................
......
............................
................
16
)50
1 f bo
10
2oo
)rib
M
f -3D
Ll
shoot -- of �"416

lot
101
Jot
143OZ
-F>Prlzd
T T 0 4- :CAa LL /f 62-
sms-MOM
e f RI DWI
... ... . ... . ...
. .. ... . . . . . .

RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project
Witherspoon Dairy Diversion
User: RDG
Date: 12-11-97
County
Gaston State: NO
Checked:
Date.
Subtitle:
SUharea
: Diver
-------------------------------------------------------------------------------
Hydrologic
Soil Group
COVER DESCRIPTION
COVER DESCRIPTION
A B
C
---------------------------------------------------------------------------------
Acres
(CN)
------------------------------------------------------------------------------
FUL )EVELOPED URBAN AREAS
RUNOFF CURVE NUMBER
COMPUTATION
Version 2.00
Project Witherspoon Dairy
Diversion
User: RDG
Date: 12-11-97
C 0 U 11 t Y Gaston
state, NC
Checked:
Date:
SL)btitle:
'Wbarea . Diver
----------------------------------------------------------------------------------
Hydrologic
Soil Group
COVER DESCRIPTION
A 13
C D
Acres
(ON)
------------------------------------------------------------------------------
FUL )EVELOPED URBAN AREAS
(Veq Estab.)
Impervious Areas
Paved pal -king lots, roofs,
driveways
- .04(98)
Streets and roads
Gravel (wl right. -of -way) -
Total Area (bY HYdrologic Soil Group)
--------------------------------------------------------------------------------
SUBAREA, Diver TOTAL DRAINAGE AREA: .08 Acres WEIGHTED CURVE NUMBER: 92
---------------------------------------------------------------------------------

i4L-N�--! V"I
US Department of Agriculture
Sni I ("nnservation Service
RUNOFF COMPUTATION SHEET
prepared for
W i -t-- h t� r- --z, p c ---j c:�, n
i n
Gaston County, North Carolina
Designer
RDG
Checker
Date
12/11/97
Date
Diversion
Watershed Slope =
5.0 %
Drainage
Area =
0.1
acres
Curve Number
92
Watershed Length =
150 ft.
Tc =
0.03
hr.
Rainfall Type
11
Frequency
24 -hr rainfall
RLAnoff
Peak discharge
fa /P
1 - yr.
3 . 0
in.
2.16
i n.
cfs'
2 - yr.
5
in.
2. 64
in.
0
cfs.
0. 05
6 - y
4.4
in.
. 6 C
3 .
. -I.
I I
I
cfs.
(). 0 4
10 - yr.
b . (I
i n.
4.()9
in.
I
cfs.
25 - yr.
b .5
in.
4 . 5 0"
in.
I
cfs.
U. 03
50 - yr.
6.5
in.
5.56
in.
I
cfs.
100 - y r .
6.9
in.
5.96
in.
1
cfs.
Drainage curves Qa
= 0.0
cfs.
Oc
= 0.1) cfs.
Ob
= 0.0
cfs.
Od
= 0.0 ffs.

sl� I -Nc-i . IF
tj�'� Department of Agriculture
Soil Conservation Service
DESIGN WORKSHEFT
for
Parabolic �".�hannel Section
prepared for
W i -r— h 12) r !s3� p c� cD n
in
Gaston County, North Carolina
Designer : RDG
Date : 01/05/98
Checker
Date
T �r*�r ****X *** XX**X 4� **** X*** *X* I* �PFX4� **'� **** �r ** 4c*
Diversion
slope z 0.0330 ft/ft
t n' value ;:: 0.023
Hydr Radius
Area
Velocity
Capacity
Top width 8.0 ft.
Depth 0.3 ft.
0. z2
1.76 sq.ft.
4. 3' f p s
7. 60 cf S

FO oti
cr
LIT
6-
rq
Iri

&kr-.�1e)dd 01) IJ07
(i /L t/ A �- re e 5 rc-- 1- 0 1 err 2— A 3
A J,j 1--f �h 6� -r 1-�, I j ce -s' j rJ /,5 w q L 6-
Nub/w:r BA- 0� fj //2 AOCr - 90 K qO C 3V.00 1772
'c' �j �-, re -� �-
F FED LO'r C -,D 7/c &Y) - 9 s- ll�f p RO�l '21 z S- r -r Z-
"nAf,(- AoOF Tfiobl-61-1 I) --r 8:
51LO C p
D
/-T E -5—
A 7r Z 269. 4-7
- S fLol �y-(IotJ od f A , 0 in, r, C 0 ie -' i -�- K 2- 0 - 3 C) 0 F' -r 7-
- (r) � LK Pq fe cc) p /-I/? tj,��r- - /6 ')� 6!�-' �- loq6 r -r7--
- IXLA &f -5, 1, j< 7P P i� i oA LO
- GkPUEL r D "Ens 05,
)r go
F -r
C)
k, (,:, 0
F
/0
Y /0
10
FT —lb-fAb S-7-5-6 rr'
10
v
/so
F -1
A -,e 3 f7
-P'rA C,5 b! 50
20 K (. 0 700 F -r4
F7 - 0,5 jJ9A(,
(0, 10?AC) 64 f, VE-L� -7 -S-D F I
2
ILI F -r
2-S- AC-)ifoAcrc�� 7 1 Z,5' f -r + 3 76 01 8 2- -7
kx
�C ff-C-i> Lo -r S:Z. X OZ rr.,:
pt/IS i� ()FF RA-iy� P 90' )( / 7- /0,5 0 F7- -
A C W e I sl �j a (C TD --(A(- :ZZ) 7- J= -7 1 J IA A136� E

� C, 17 4 (POO be
o:a qp7tj� V 7N
D'�2tqfWnGe- �ME-�
7) 0 6 1 IQA & c A P, E-A bO C- t4okrM OF b1L0ZS',0,,J1StjALE- TO
ry) lo wc-�D ov -r OF T -D -r/� 2 Z 7- 9 3
08�L 0,
tjef"I" cfl�rt IDC- rJ /0 rr
i'ofnor3 6F Yo ZD F,-(
7D
L
Rbor A P c -A �(r
,571)
L
0 U 0 00 ITZ
F 7
- ----------
c) o
3200 77 1---19?
q qAc D93 PIZ —Io TA L, 1 T�j -D 16 S 0 6A LL:�
L4.f,fb VS6 blUlbe-b -J r)(06vsl,or� npnvEL-' 31oo Fy," 0, 07A,
T200 1�7 5-16 q r7 --z (0. 12 lc)
e a OUCTC - /Dj 82 f T- (0, 76

9'
r%,N
e--

F,k
Jr -
AV,
1 M
.0Y
pl,
1# �
w
Tx
f
1 M
.0Y
pl,
1# �
w

40"
�ro
,91.4-1
10
E �10 an ftED L13T
69
w M7
16
L.T
NAW DAM Me FUD LOT
r
glrmm Mo Earth FLoor Barn
TRENCH MD
vaTTCH TRCW� ULD
CTIR 711,
<AW TACWH
ol o (cl
Trench
*1� K MEW" MO
yn=
--,fF
El V110-11
i �b
ng Partor
410 KU PMM CH "MOLal

Vs i rv-m —,-I It X -T YA
li ki IF
vv _lm_ �&_
1-1 - - * 7--1 — -]R--1 — — - A rV -"j Vb
%)IWII A 11-7 I-V 11 ,, IVI�Wll I.V 11 ffl, .
AA �� -t F
-.0- -Uk,
-s- -" " "r I ®r
COL-N.-.JEC-.o-
WE a m
SA,Tc---" T-vj -N A -
w L"% ffl,IVI!
M- P—.P -M".ff -A- 'r -A,,-

NAME,
AGREEME-NT NO
sw w .--,p
M;SIGN
j)L;SjGN A11PROVED
AlfVROVE0
PIPELINE (ft)
Code: 5mll 6

I
00
FLEb LUT
STA
0+17 OL)ILP-T OP
M I I-VLJA TS M P t PF -
PRO 15 i�5
A R r4
R r. til
Z5 34 5b
low
sow
Zm
LA)
pyl P&
F --
ULTUR
U. S. DEPARTMENT OF AGRICULTUR
SOrL CONSERVATION SERVICE
D
-td
App—tc b� -----------------------
ort'g-to
9 ME
Tw - ------- _-_ -----------
-----------------------------------
-------
am
M. P.-WOM
--
-
T*e --------------- --------
a ft im"Ua' a "
Ems

�
D. S. DEPARTMENT,—' �-^jRICDLTURE
Gmtl Conservation Service _ . . NC -ENG -7
Rev. 6/82
Construction Specifications
Subsurface Drainage
Nu. Y�"�p� Book No. IN'A'Q
Caution: Check for Underground Utilities-
tilities`Name � SCO PI ark
Nameof Own
Survey
Drain Size.:
Di�me ��
-
^r
Length
,� 8�
f '
Filter Type � �
' �^
'aout
'
Outlet Pipe'
'
Length
3iz
TypeSize
~
1,214-15lub
----^~--,
All surface water must he diverted at the outlet and animal
guards properly
secured. All
corrugated polyethylene
tubing and fittings
is to comply ;�1tb
the requirements of ASTM F~405
and shall be installed according to the
requirements
of ASTM F-449.
'-
,6
1,214-15lub
Prepared by: Date—' -
- ' Instruutions
This form is to be used for o cut sheet and to p` ide conStructi06- -ificatfons
fnr_�ub e drainage projects. In addition reverse 'side ii`ro be used
yor prp me
Y�g supporting data and performance rtYffcations frmh the contractor
and/or the landowner,
/5me Reverse Side)
''

"NC -SCS -7
CERrIFICATION STATEMENT rev. 6/82
-S
Name of drain tubing manufacturer:
Tubing certified as meeting requirements of ASTM -405: Yes �Z No
Material used for cover or &VPK1?w. 5b I L,
A, Q 14k= LP -P �_,. lAxwbh %,J*Pe--
Outiet Clearance
An.ima1--GuaTd-1.a&t-tr1*ed: Yes No
Surface Water Diverted at the outlet: Yes 1�� No'
Sketch of System
(Show length and size.of each line.)..
i> 7-low
�� ;NL��
ewpipf
-N9 6 i de
t
I 4toop k 6�_CQ>14,vtu
P1 ?,e mm* t) e- racy
this,
I c Eif,y that 'Practice has�been compl�t
e ed in accordance with the draw -
Inge -and specifications'furnished to me. Exceptions, if any,are listed below:
t
Contractpr's Si
4 LP cz k �M4 nP, qez Z4 *A (7t
and/or
(fandowner's Signiture)
4�0
(Date!) (Date)
V

BS HI
6.34 106.31
100
106.31
125
106.31
150
106.31
175
106.31
183
C -BARN 106.31
200
4.04 91.96
225
91.96
250
91.96
275
91.96
300
91.96
325
91.96
91.96
91.96
FS ELV
CL
CL
GROUND
HUB
hub
PL ELV
READ
ELV.
CUT
read
cut
99.97
96.00
3.10 103.21
4.10 102.21
5.10 101.21
6.30 100.01
6.10 100.21
91.96
1.60 90.36
3.10 88.86
3.40 88.66
3.30 88.66
7.10 84.86
91.96
91.96
1.10
2.30
2.40
2.80
CL
ELV

U. S. DEPARTMENT. , .,,.�RICULTURE
Soil Conservation Service .
P ( pe-
15�Jlq
vo�l�
Construction Specifications
Subsurface Drainage
Caution: Check for Underground Utilities !
NC -ENG -7
Rev. 6/82
Nam e of Owner SCD PI an No. ottv
Survey Book No. I N,1,;
Drain Size: Diameter
Length Z60 14:50 2CV-1-y Uj a Tee- ICAP
�Zf (V out
L
F i I ter Type . � ::'�..� .,:, W� t, �,
Outlet Pipe: Length g)0,,0 Type ..SizeL
All surface water must be diverted at the outlet and'animal guards properly
Secured. All corrugated polyethylene tubing and fittings is to comply with
the requirements of ASTM F-405 and shall be installed according to the
requirements of ASTM F-449.
NOTE:
H i -b
��LaLian
WT
-orade
ziTzation
Lur urage
2
4--2,13
�307
117
q4
i
Prepared by: Date
I n'structions
This form is to be used for a cut sheet and to provide construction specifications
for subsurface drainage projects. In addition the reverse.side is' -to be used
for . Prpv L iding supporting data and performance certifications'from the contractor
and/or the landowner,
(See Reverse Side)

NC -SCS -7
CERTIFICATION STATEMENT rev. 6/82
�Subbtretff-c-d'vDraln­age
Name of drain tubing manufacturer:
Tubing certified as meeting requirements o - f - ASTM -405; Yes L_,� No
Material used for cover or &A-eW.' "5�1' e �'-
Oull-eqt�P 'Stze-
.XpLe,. I-eng th -_Type-_
Outlet Clearance
Animal -Guard -Instal -l -ed: Yes No
Surface Water Diverted at the outlet—: Yes No
Sketch of System
(Show length and size of each line.)
I
1) ptt)
0
ij;- j
f
I certify that this practice has been completed in accordance with the draw-
ings and specifications furnished to me. Exceptions, if any, are listed below:
fil/ -t'2
(_1 iq o j e- r+c L) 4r c�7, C c, 2'�� o;
7
Contractpr's- Sign
(Date)
P emft
and/or
ris Signature)
(Date)

HI FS
ELV
CL
CL GROUND
HUB hub CL
PL ELV
READ
ELV. CUT
read cut ELV
6.34
106.31
99.97
100
106.31
3.10
103.21
125
106.31
4.10
102.21
150
106.21
5.10
101-21
175
106.31
6.30
100.01
183
KBARN
106.31
6.10
100.21
200
4.04
91.96
96.00
91.96
225
91.96
1.60
90.36
1.10
250
91.96
3.10
88.86
2.30
275
91.96
3.40
88.56
2.40
300
91.96
3.30
88.66
2.80
325
91.96
7.10
84.86
91.96
91.96
91.96
91.96

PUSH -OFF RAMP (No.)
NAME*:
AGHKEMENT NO.
DESIGN
DESIGN APPROVED
CONSTRUCT1,0N APPROVED

YATES WITHERSPOON DAIRY
0- fAA -
COST ESTIMAT E & BILL r FOR CONCRETE
neaesp contractor
item curbing concrete concrete w.w. fabric *4 robar total total
Vxg", Vw`12" reinforced nonrainfore 66-10,10 cost cost
ft. pkl.As. Oki. yds� Ibs� lbs�
push off ramp 187 4X3
w.s.s. pad area
new colwrete
curbing 251 4.83
safety bar-
sch 40 3" & 4" pipe
totals: 448 0.46
TOTAL COST SHARE AND % RECEIVED:
note: all nonroinforced concrete Includes 20%
all #4 rebar steel includos overlap
18.57
196.31 669.06
$5,333
32.59
464.94
$3,603
$4,589
41A2
604.38
248.02
$1,391
$250 grading
cost included in par
92.58
1265.63 917.08
$15,167 $18,750
$11,375 61%
ig-Aug-07
ccrtebom.wk4

SAL -NC -101
US De, rtment of Agriculture
Sol] Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
W i -r- Vi t-- r- --=� p c::, c::, n
i n
Gaston County, North Carolina
Designer : RDG
Date : 06/21/96
Bot Left Right Off -CL
Checker &:�
Date G - z:z - ?(w
>00K �OC)K)K * * * **** ** * * * * * * * * * * * * * * *** * **
mii�k T�m,-mwmt- inn wnrHnna,
Width
SS
SS
(ft)
9
0 1
.0:1
U.0
Volume
0 1
.0: 1
0.0
9
.0: 1
.0: 1
0.0
9
.0: 1
.0: 1
0.0
9
.0: 1
.0-1
0.0
9
.0: 1
.0: 1
0. 0
'KAI EXCAVATION **
**
FILL **
CL
Dist
Area
Volume
Area
Volume
Sta
(ft)
(SqFt)
(Cu.Yds)
(SqFt)
(Cu.Yds)
1+18
1.2
0.0
7
0. 0
1+26
0.8
0.0
25
1.9
0.0
1+50
2.7
0.0
25
5.7
0.0
1+75
5.6
0.0
25
11.0
0.0
2+00
5.7
8
12.7 k
0 . 0
2+08
5.7
0. 0

TAI
7=747=-T
ob1 7
-I-_ E-
"7-- -7- -
. . ....... ..
-r4
7 cfi
i -1
A I- L--...
fN-Iql Id - -17-
I.
I. i
... . ...... . .
1 1
I-
ON

, L�l
4 A_
IT
7- j�,, 4?1
4,"4�
L
T Ti L4 4 i IT
4- le�
I lull
jl
Ll
4:
0i
J
17
4-1-1 i
r
7 1
4- T.
j, 4
J. 1�
L.4.
Tr
�jj
7-1
id
t
gt44,,
Cn
Io
rj
L -e, >
[ 1441
�Jj . ,
411-
i'd
41

ID
.r.\. I ot WO

6 " I % 8' - 6 � [�
ST4 REBAR {CCN71NUOUS)
=4 REBAR 2'
r:: EL- WELDEO W7RZ FASq]C
4- ------- —T—
NO SCALE
'--J (A�L CC -N::;:77
T,li--� SAN� R �AR PATfERN
jF 8,0,
4 r-4 REBA9 I' D.C.
'aAR 'CING
:�74 PE 1 S?- "G.
NO SCALE
LAST 5 FT OF PUSP LANE
R-cB4R PATT=-RN kNO O�MENSIWSI
SAFETY m—F, W SCH. 40 STr-ZL F:9ZI
FC(op.7 OF EAP DEFIE,4C.S UPCN F-'RUERS EC,,*.--McN7
---WELD ED -
3'
2'
Y.
NO SC4-E
LAST 5 FT G' � PUSH LAKE
S-,.r;-7TY M-Ap

I,EE AT�,ACHED DRAWINGS FOR DETAILED CROSS -SECT[
OF THE LAST 5 FT OF THE PUSH LA
............... .......
MANURE CHUTE
4" SCH 40 STEEL PIPE SAFETY BAR.
ELEV 95.2 CURB
_fL A, q E r 0 5 ) ?S7 7 -
TE LOr (-4% SLOPE Up
21 IT-\\
12
5 FT
MANURE CHUTE IS 10 FT WIDE WITH THE SAME REBAR PATTERN
AS THE LAST 5 FT OF THE PUSH LANE * WITH NO CURB
SEE ATT-ICHED DETAILED CROSS-SECTIONS
MANURE CHUTE(NO CURB)
V6,
LL
-J 12'
ELV-81.5 -

Natural Ground M � ter and We I Rail Height Will I
Depend on T�-ccfor
I
6 // X 6" H -bar
End o+ the Push Lar -)e (Curb 1.5'
�<— 6 " ---:>j
h gh
/ H -bar detui
Drawing By: R.D. Gordon
Yctes W 1 therspoor�
no sca I e
Sc-Fety rc'�I Detcl�
4 4
A A
4 4
I
d 4 1 1
no scc I e

4 4o
'541 -pd Or- As
fi RC -S
so-�e�j
-l",S i , �:)
cr" 4f) , .0Q-
'vm4ct
No. 4- 5-ir5 't
CO KC R IT
�3-5 '
J-1
95--o
v .5
WITHERSPOON DAiRY
WASYE MA�JAC�VI:NT SYS -TL -M
MANOR)-= CHUTE DE -T -AIL
Go-s�o, Coun+,q, L\64A 00'rol;na
�o U. S. DEPARTMENT OF AGRICULTURE
a SOIL CONSERVATION SERVICE
D 5D- 19f t AD
-----------------------------------
T,11� ._ ..................
------ - --- -------- 5� tt D,a..ng No
CH�- F 'FOR MANUR-F..-
-------- ------
SCS-E,,,G-�13A QE�-,'87

NAME:—YA-I—hS W! THERSPOON
AGREEMENT 36-96-68-0-3
DESIGN COMPLETED -8-15-96
DESIGxIITAPPRONTED DATE— 1 -3 1 -9 7
CONTRUCTION APPROVE D
DATY,-- BOOK# Pci#
CONAACREIF-E
--wEXTENSl%,,F1'l �P.ND

ON( ET L
S - N j u -1 y I
,-�rea I cONS['RUCTION SpEcIFICATION
Co
YATES VqI_lIHEHSP00N
I . �i - �oe
Triis specifica-LAon covers the I quality of concrete, steel L m.ents
reinforcement, the forming, placing, curing and other reciire,
for Concrete construction of simple slabs, low vialls (not tO
exceed 4 feet), curbing, aprons,� ballcist etc.
f
jc,:Ltjon, t,he "engineer" is the deslg�jated NRCS
in tr)i-S sPecIf I'he "contractor" is the individual or company who
r-epresentative.
performs tnie cons-,�-Iructictl.
ILI,
-ompcsed 0-f portland cement, fj�je and coarse
0 ") C F E�
a99 -.e an(:!, when specitled, air-ent . rainment, set
--�-Iardart or other adMixtures- These materials snall cC)l'1f0l_IM to
e fol-lov4ing requirements:
i meet the requirements of
Por land Cement - �)ortiand cement s� cement unless otherwise
AS -11"I bpecificatic)') C;-ISU for lype I
specified. f_;ement shall be properly stored and pro,tected from
ther destructive agent. Any cerrient which is
"lampness Cr c n the work.
ted and not permitted 1-o be used i
clamag,,�_�d �qjll be rejec
Fin;2 aggregate st-'all meet the requirements Of 'S - I - C
,��c,Leqate
., Transportation (D,,,DT) standard . size number
at2 b�, DOT s-Ize number 57 or 67.
a9greq
salt, acid,
Vlater bi� clear). and free from oil:
a I La -1 1 anic matter or otner harmful substances.
4. x
shall d9signate the design mix alL�d subm�t it to the
0 pjacer..ent of any concrete. Unless
e!�qil-jee.r apprcval pr T Ir ete mix
aLjt*horizc_-d by �,he engineer, the cOnc . concre-ue:
foll(:�w�nq guidelines Tior a cubic yard of
',j
540`4 lbs. minir_:rr,
Cer'nent -
Coa r -se a'� (� reg a-" e �w f-- (_i �bs. m.a� _17
Fine aggregate 1450 lbs. m-aximum
�' gall b a g 11 f c t m a >, m,
a � e r

C' S: - C C) P'� (2 R '-� 1, �L
a I Page u I '/ 1 C-1 9 t'
nt ractor ��i` 't -1 submi t ev i dence as req u i red by the engineer,
tha-t c�.�,-�crete inqredien-�s co:-,�.ply with t1he requi . rernents
clF th-[s sqpecjfi��at�on.
After des�gn mix Ihas b-��en approved, no change in the source,
or cradin,,73 of the materials shall be made �-.,iThOU-r' due
nc-�ice to the englineer. Ho new aggregate, nor any aggregate found
z--. di-Iffer �n qual-�ty or properties frorn the materials on which the
de,sign mix has I been based shal-I be used until the engineer has
determ,ined jt�-:; conformity with speci-Hcation and has approved a
ney; d-�slgn mix based on the new or altered material.
stency
1 -he amount of water used in the concrete shall be the n-Jnimum
necessary to obtain the required workability. in no case shall
the, water content exceed the amount designated in the de'sign mix.
T�,,e ccnsistency of the concrete shall be- such that i's can be
worke�A read!ly into tne cot-ners and angles of the forms and, around
reinforcement w�th the method of plazing employ��,d cr the wcrk'� bu-11-
-r -m�-ting the materials to segregate or excec,2
jthou� pe�
col Iec!-- en tha surface. Ths free water conta-in:-7� in z—
:;�,-regaLe mu S L) -z:- C 0 n s i d, -C � �-'
e r e -d a p a r t c c- 7, x C. r
c C�' P L� t r 9 tr!2 wa-tc— corlten--
Th e s -1 u',�'; P s�-,,all ble bet-�-;ean 21 and 4 -Inz�hcs
f C C: 7 -F
x e t- s a d x
1 -4
C -C. r. �t- zn ay b e ir
4 1 4:
n t -1
a r'. M u r 0
M r
d
at d gra.-s,
J. E, C
47 -7 -

�7 T C
a 3,-; L� d -- r I a e -F r r-: s! : r a c e s s �-�,a I -! b e sr"
ree
;7 1 Wh��'� U f
P e,'- 7, n & e s
-e---�d o -
less othert,.,ise- d
B,�! ts and rods used for internal ties
a s a r - 'n 9 al ..-t ��;hen th�L- f orms are removed, meta I vi i I I
tf'� I ess t1han One i ) i nch f rom any conc rete su rf ace
Fcr,-.s for c.xposed surfaces shal-I be coated with a non-
-,ta,4,n�ng -Forri-i ol-I which shall be applied before the concrete is
a C --ad After cilin,2, SU!,-P-IUS Oil On the form Surfaces and any
o4l on the reinforcina steel or other SUrfac�2:s requiring bond with
-!-2 c'cnicrete shall be. removed. o r m 2, 1 -or unexposed surfaces Play
b�� wetted� in lieu of oill�ng -Ir-irnediately before the
pla--Ang of concretz-, except that, in, fr(�-,ezing �,,-eather, oill shall
be 'ised .
--,'a -1 - AI f c rm -ha-I I be accomp -1 i shed i r such a m�n nne r
t P r- f�� �c r J u r y t c. t e. c o n c r e t e. Forms wi I I not be reimoved
x'-, rat, i or� of the r-, -1 n 1 mum t i me 'i nd 'i c at b 1 ,, , -- t
ed e 0'! e- x G C P
I I y a, r�cr i zed
r-;:� o t h e r w i L- e d 1 r e L'i-e d o r s p e f i c
1R -'e am s ar, d d e c k - ---- y p e --- -1 a b 14 d a,, s
1,,,alls and slabs in contact with the groLind 2 days
-fnbedded ite�,-ls
Ee"cre cor7-r--�te -is placed, all embcdded items will be firmly and
��ec,urellv fast-ered Place as indicated On the drak�.,jngs. Embedded
irei-,is shall be fre--e c-i�- oi-I and other -Foreign matter.
9� S—r.eel Pein-Forcery,,ent
e i n f n t�,emenc. s�ial 1 be -f ree f rom f I ak y rust, o i I re�--isa,
pa i ri-- cr othe r subst ance w�-: i ch wou -� d " mpaj �- t�iq bond betwe. en
co.,I,crete and steell .
��tee -1 oars for c3ficrete re i nl�orcc-ment sha -1 -1 be dr -,f ormed b -i -1 -1 et-
tz-2, '�--l-117crming tc- Grao--2� 4LA.
Z�
w-2 I ded stee w re f �1 bt- i c s hal -1 ccnf orm to tne r-�qu i rements, of P�t--JM
R e i n o r c eme n t s h a 1 -1 oe ---I��.CL)rate-ty placed and secured in pos 1 t i on
I . - (Iur 1 ng p I ac�em, e, -,T- o -F
n 3.� rr, a.: -i n e r t h a r e v ---, r) t t s d I a �� e P i e r i
tJN,e Concrete. Splices of reinforci . n-, bar's shall 11 Provide an
p e--qual to at- I east L j MeS the

0, _'R E T E
L-1 a I A July 1991
c-�amete�- of tl�e _smal !sr- bal- in the splice. sv�le Ided wi re fabric
. -i -
sr� a- " i b,2 -1 �ajp.p c- -U as d 1 r e c t e d by t h e e n 9 i n e -2 r
10. conveying
Concrete shall be conveyed from mixer to forms as rapidly as
pra��ticable Ly m=_tlhods which will prevent segregation or loss of
ingredients, There shall be no vertical drop greater than five
(L,') feet eycept where suitable equipment is provided to prevent
segregat i on arid where SpeCi f i Cal 1 y aUthori zed .
r1lo conc rete sha 1 1 be p 1 aced unt 11 the eng i nee r has 9 i ven h i s
approval o -F the subgrade, -�orms and reinforcing steel in place.
No concrete shall be placed until the engineer or his
representati,v,e is present. _(he contractor shall notify the
enqir­;ee�- o__ his intention tc pour at least 214 hours in advance.
9,,2�-fore any corcre-te is placed, the forms and subgrade shall be
fr(:�e o -F chips, dirt, ��awdust, or other, extraneouc materials.
Placing
(_-'ener-a-, - Concrete shal -1 be worked into the corners and anqle�3 of
T -he forris and around all reinforcement arid emb��,dded items without
permitting the materials to segregate. U o n c r c-� -n c, s� h a 11 b e p 1 ac e d
wi-Lhiti one arid one-half (1-1 1/2)houro. after -Cne introduction of
the cement to the �vater and aggregates.
"'oncre-ce, when d2pos-'I-,-_ed in the forms during hot weather, will
have a temperature not greater than 9(--",F at the time Of placement.
rn�-�v,! ne usecl as �a p�).rtion of the m.-!xing water to control
'-2filperatures prcvided . all Ice is melted in the mixing process.
iiote - page 7).
1 r—re-e, wheri �eposite_d in t� T -1 . r', CC -Id will
- -' . - I n e orris clu"
le -ss- -�-han L -L -F !-_,r more -_-1hat 6'uo�. T he
�-g�;rc�gate arid mixing water may be he_�-L,ed r -o ccritrol the concrete
temp,27-a,'�!Ure; . hjoo�e,'­er' the ts�,'.P;_Lrature of neither aggregates nor
m.iXing war-er te fn�cre t . nan 1 u0c, j I LAst pr-ior to mi . xing. T h
lurnips before
Mate r 1 a I a Sna � i bs, f ree f rom. 1 cc-, snow and f ro7et-I
n 1, e r r'. 11 X e r
- Z� -'_ e s h a -1 -1 b e 0 . --posited as close as possible to its final
pc�sit_-!,�:,n in the 'Forms. The depositing of coricre�Le shall bi��
so t . ne cor �crete may be consolidat-ed with a mini'mum,
)t. concrete shall be consolidated with the aid of
,teral movemer
chan-ical vibrating equipment supplemented by hand -spading and
:)dd i nq . Vibrat-Ing e1quipment snall be of the internall type and
shall at all times be adequate to properly consclidate all

P a July 11ilit
�oncrete. All concret-e-clac Ing eq.uipmf2-,:,1t and methods shall be
subject to approval.
Concrete on Earth Foundation - Unless otherwice authcriZed by the
engineer a17 concrete shall be placed upon clean, damp surfaces
which are free from frost, ice, standing or running water.
Concrete shall not be placed upon soft mud, dried porous earth, or
upon fill: that has not beer) subject to approved rolling and
to. M ;-, i t-, Cj . �,,Ihere concrete is to be placed on dry surfaces, action
must b�L- takc-n to prepare a damp, moist surface prior to placing.
-12. Construction Joints
The placing of concrete will be accomplished
join-ts occur at locations shown on the plans
lift is completed, the 'top surface shall be
carefully protected frot-ii any condition that
t,he hardening of the concrete. Joints shall
until the new concrete is placed.
nsion or contraction Joints
so that construction
or as approved. As a
immediately and
will adversely affect
be clean and . I L,, e -p t
General - joints shall be provided at the locations indicated on
the drawings and according to the details shown or as otherwise
approved. The methods and materials used shal 1 be subject, to
approval by the engineer. In no case shall any fixed metal,
embedded in concrete, be continuous through an expansion or
contraction joint, except as specifically detailed in the
drawings. Place expansion joint at 30' intervals or less.
14. FiniShin2
Defectiv-7-� concrete, honeycombed areas, voids, -left by the removal
o 7 -r,,is ant, ties and ridqG�s on all concrete surfaces shall be
the for
repaired immediately afLer the removal of forms unless otherwise
authar-1zed c- ci-e-,cted. Voids left by r erriov a -1 of t 1 e rodis s h a -1 1
be rea.mec! and coriinletely filled witn mortar. Defective ccricrete
-epai I re.:� cj-�ti . ng cut t . na unsatisfactory material and
s; a'l be r
new ---orcrete which shall --e secured viith key,3, dovetai is,
or anchors. Exc:--ss-lye ru,,�tinq c-,,- tnrmer--i surfaces wl I I not be
permi tte (I. All unf----rrneC' surfi�lces ot concrete, exposed in the
c c -r. P I e �- e d w, or s;,,,, a -1 1 h a v e a w o o c f,,oat finish without additional
M, 0 r r .
ncr-ete shall be protected from excessive drying for a curing
o7- at least 7 days after it is placed. Exposed surfaces
be kept continuously moist Tor the entire period or until
,haii

,-S-NC CC) NCR ET Ez
Page 6 ju I Y 1,29b
curing compound is aPp-iied as specified below. Moisture shall be
maintained by sprinkling, flooding or fog spraying, or by covering
with contjnucu��ly moistened canvas, cloth mats, straw, sand or
other approved . material. wood forms (except plywood) left in
place during the Curing period shall be kept wet. Formed surfaces
shall be thoroughly wetted immediately after forms are removed and
shall be kept wet untl] p-at-ching and repaired are completed.
Water or covering shall be applied in such a way that the concrete
��urface Js n, -t eroded or otherwise damaqEid. Except for
con5truction, ic,"rit surfaces, concrete may be coated with an
-9 0:11, P 0' u of the continued applica-ion of
C: VEC! C LJ In C - I e,
10 G t U r e .
The _-(��[:IPCUnd s;hall I be sprayed on the moist concre-�_e sl_;, -faces as
7:�oo�-, as free water has disappeared, but shall rot applied to
�_irface Unti -1, patching, repai rS L -,-,d -1:`ij --,i L�hi I n 9 3 -jc:' t 1h a r f �1 C C`
r-1- p I e t e d .
curing Comp'C'un�d bE�. thcrc_)ug1-;_1y immiediately before
-,-p b�_: app'lic-c-1 a uni-iform, rat -e of not less than
per s-;uare -:Fz-�st c -f surfaces. it shall form a
-11 not check, crack or
adhelrert- fim that sha
b�_� tl-ee Trom pin holes or other imperfections.
U t_ �_i
r-cr;,.pound ��ha I I not be app I i ed to surf aces, requi ril ng bond
placed concrete, such as CcnStrU-�ticn jointS,
shear plates, rein-rorcing steel and other embed . ded itemG.
Surface,s subjected to heavy rainfa-11 Or -Urn�rg water within 3
hours after the coi,.-,pound 1has been applied, or surfaces da.maged by
subseqUe,'_It construction operations during zhG curing period shall
be r-,esprayed il-I the same manner as lFc),- thc_ ��ril-ilnal applications.
Cold �L,,_f-ather, the a4r _�nd fcr�rs contact with the
­cncrete shal b:-:,: mai,,-,talr�­1 1­mPe,-ar_u-es above forty (40)
de-,ree,c f.3jr at -,Cact (5) days an --I at, a 'temperature abcve
f t! indEr -,f tho specifiL-d -uring period.
b e
-,.-o be cured with cur,ing compound-, ria I I
protection again�t free_-�nq an-_� 10W teMiperatUrSIS
C� V 4 C� F Cj a
L"10 fire C�7 hsat shal� be permitted
ear o;r contac— crc i�l any tiri'le.
i-mmc. UF WURK AND CONSTRUCTION' DIETAILS*
7
2,r, — d -his
I t e mi V", �D 1, - �_ p c, ma
or d=—l-,- therefore are:
s and
cons I I
i s M, , 1-� I a G -,- 0 u rn, s, too
lal-Or tc instal -11 , f inish Lan�j proper ly CUre the concrete.

CONCRETE
Page July 1�j9b
An adequat-e- of clean water shall be available prior to
and during tf�e pouring process and all surfaces will be kept
moist and clean.
Concrete shall be formed and finished to the neat lines and
grades shown on the drawings.
(4) Concrete design mix shall provide a minimum of 3000 psi
compressive strength at 28 days.
(5) .,--:lump of all concrete delivered to the site shall -be between
2.5 and 4.0 inches when tested by "The Test for ��Iurnp of
Portland Cement Concrete," ASTM Designation
C A
(6) Air entrainmen-t, admixture shall be added to provide 4% to
6%, entrained air- at the site. if concrete cannot reach the
site within 4�--, ri-iinutes from tne batch plant a set retardant or
super plasticiZer admixture t -i) -ay be required. In no case shall
�,,-ater be added to the concrete mix enroute to the site or at
the site without express approval by the engineer.
(7) Concrete shall be vibrate to assure proper consolidation in
aii corners and around all embedded items.
(8) Curing compound shall be available at the site prior to
delivery of concrete.
WASTE STORAGE STRUCTURE - WOODEN FENCE
install 11 - 622 x b" x 8' pressure treated posts set on 4'
centers. Posts shall be set at a minimum depth of 3' in the
ground. 4" of concrete vill-i be poured around the posts the length
of the wall. install 24 - 2- x 8" x 12' pressure treated boards
41uslh to create the wall. The first 6 rows of boards shall be
f-1,,is-,I-,, beginning at the concrete, with the -last (seventh) row
��entered in the remaining top space.
EXPANDED CONCRETE LOT - WOODEN FENCE
The wooden fence shal-I consist of 2" x 8- treated -lumber supported
oy post 8- feet on center. Spacl I ng ot the boards be (from the
gr-0LMCJ to the top of each board) 14.', 28'", 42-'j 5C. Two i nch
boards shall be nal — led with 2 Itd nails per p3st.
'--)oderi Posts
,ne fence shall be supported by line posts, spaced 8 feet apart.
Posts shall be 8, feet long and set :� feet in the ground. Wood

_'R ET F
Area I Pago July 1996
post -s and braces sha-11 be o-�_ black 110CUSt, red cedar, osage
orange, redwood, pressure treated pine or other wood of equal life
and strength. At -least half the diameter of red cedar or redwood
posts shall be in heartwood. Pressure treatment shall conform to
Materials Specifications 585. The posts shall be sound, new, free
of decay, with all limbs trimmed substantially straight throughout
their length. Anchor posts shall be used any time there is a
curve creating an angle less than 160 degrees, in the fence line.
Setting Posts
A-1-1 po�3ts shal-I be set and maintained in a vertical position,
Posts may be hand set or set wi . th a post driver. if hand set, all
blackfilled material shall be thoroughly tamped. Post holes shall
be at least 6 inches larger than the diameter or side dimension of
tif_�C' J�osts. If power driven, wood posts shall be sharpened to a
dull point.
Earth back-Ifill at-ound posts shall be thoroughly tarnped in layer -s
thicl.-ler than 4 inches and shall completely fM the post hole
to the ground surface. Concrete backfil-I around posts shal-i be
idded into place in layers not thicker than 12 inches and shall
completely fill the post hole up to the ground surface. Backfill,
either earth or concrete, shall be crowned up around posts at tne
ground surface.
No stress shall be appliecl to posts set in concreze until at least
24 hours after the concrete has set.
bill Of Materials - Wooden Fence
plar-� map for locations of waste storage structure fence and
livestock fence around concrete lot.
t x u" posts, 8,* 10119
x �!' tDoards
4�; 1 i nea r f eet of waste st,orage st ructure wooden -Fence
104 -1 1 near f eet of 1 i Vesi--ocl-, wooden -Fencc2�
I - 12 " gate
14' gate,

NRCS-NC CONCRETE
Area 1 Page 9 July 1996
C hft# (, E-5 0-60 C_�,(-rtd 0,-rH !�Sq " 13, N) G, ftAY"V--
01131[13-? , I %
Bill
of Materials:
Materials:
Curb
Concrete
Wire Fabric
04 Rebar
Length
Cu Yds
Sq Ft
Ft
Ft
4000 PSI
(1) Push Lane
10.47
934.80
(2) Manure chute
5.79
667.0
(3) W.S.S. Pad
26.42
2214.00
Area
(4) W.S.S. Wall
0.74
(5) New Concrete
-Lower
9.83
828.00
-Upper
24.69
2050.00
LIS?
S86 -7f
Curb
-465
6 " x 12
'37
(7) Curb
10
0.56
4-5
9" x 24"
(8) Concrete -20%
16.43
over,Non-Rein.
80. 7
(9) overlap of
9i,37
Rebar
(10) Safety bar
- Sch 40
3" and 4" pipe
44,9
1 o 21. C)4
1 7S 7 T- 7
TOTALS: -44-5-
442—.54-
6,026.80
1,558.27
Ft. of
Cu Yds
Sq Ft
Ft of
Curb
of
of
Rebar
Concrete
Wire Fabric
Comp i I ed by:
Date:
Vy.. ( -
Reviewed by: a.E,;ZLM
Date:
'W- IS --q(.
Approved
Date:
LY - IS-- 9 6
CONCRETE.DOC
C hft# (, E-5 0-60 C_�,(-rtd 0,-rH !�Sq " 13, N) G, ftAY"V--
01131[13-? , I %

NRCS-NC
Area 1 Page 9
CONCRETE
July 1996
Bill
of Materials:
Materials: Curb
Concrete
Wire Fabric
#4 Rebar
Length
cu Yds
Sq Ft
Ft
Ft
4000 PSI
(1) Push Lane
10.47
934.80
(2) Manure chute
5.79
667.0
(3) W.S.S. Pad
26.42
2214.00
Area
(4) W.S.S. Wall
0.74
(5) New Concrete
-Lower
9.83
828.00
-Upper
24.b9
2050.00
,d) Curb 438
8.11
586.74
6" x 12"
(7) Curb lu
0.5rd
38.37
9" x 24"
(8) Concrete -20%
15.43
Over,Non-Rein.
(9) Overlap of
80.76
Rebar
(10) Safety bar - Sch 40
3" and 4" pipe
TOTALS: 446
102.04
6,026.80
1)372.87
Ft. of
Cu Yds
Sq Ft
Ft of
Curb
of
of
Rebar
Concrete
Wire Fabric
Compiled by: Date:
Reviewed by: 6.6. S7iLL-
Date:
Approved by:j�Ayy%
Date:
91, f'l CONCRETE.DOC
- 56E r=A)e-L65&Z> 0ri(,,(VAc_

YATES WITHERSPOON DAIRY
BILL OF MATERIALS
FOR
PUSH OFF RAMP ONLY
MATERIALS: CONCRETE WIRE FABRIC STEEL Ff
CU YDS SQ FT #4 REBAR
4000 PSI
REINFORCED: 4.63 934.80 1001.59
(INCLUDES
NON-REINF 16.19 OVERLAP)
WITH 20%
TOTALS: 20.82 934.80 1001.59
CU YDS OF SQ FT OF FT OF
CONCRETE WIRE FABRIC REBAR
***NOTE*** THESE TOTALS ARE INCLUDED IN THE GRAND TOTAL OF
ALL MATERIALS NEEDED ON PAGE 9. THIS INCLUDES
MATERIALS NEEDED FROM THE BEGINNING OF THE 8 FT
WIDE PUSH LANE TO THE END OF THE CHUTE AT THE
BOTTOM OF THE WASTE STORAGE POND, SEE ENCLOSED
MAPS.
FCiYWP0R00M.D0C

I Ol A L
WIDIH .....
LENGTH
OEPIH
CONCREIL
8.00
86.00
O�3663
PUSH LANE
0.00
CONCREIE
IU�00
2'1,00
0�5U
CHUTE
CURB-W.S.S.
0�50
EWIRANCE
8-50
5�00
O -5U
LOWER NEW
17.50
45.50
0.3333
CONCRE i E
T0') A L
UPPER
?O.OU
1OO.OU
U.3333
ODD AREA$
CorIC f� F
CONCREI'E PAD
53.50
40.00
0.3333
AREA - W.�3.5
I Ol A L
177-00
CURB -PUSH
0-50
las-Llu 1.0000
LANE
CURB-CHUIE
O_i5
10,00 2.00
LNIRANCE
CURB-W.S.S.
0�50
120.00 1.00
W.S.S. WALL
O.bU
40.00 1.0000
CURB-CONCRE'IE
O.bo
�­' � 1 - 0 0 0 0
RUNOFF
T0') A L
IfLfla. oo
101'AL ALL
CorIC f� F
REINFORCED
N�REINF-W/20%
101'AL COSIS
COMPUIED BY: DAIE:
C�U. PARKER 8-15-96
------------ ---------
CHECKED BY: DAI'E:
G.E. SlILL 8-15-96
------------- ---------
YA I'E S W I I H E R S Pf.)ON C ONC RE [E
I Ol A L 101AL Cos] cc)�i I
CU_ F I . CU. YOS. 5HARE
229.31 8.49
0. CIO 0.00
0.00 0.00
13_�. 00 5. ocl
0.00 0.00
21.25 0.'/9
0.00 0 - CIO
265.39 9�83
666.60 24.69
.53.50 1.98
0. uo
13. 26 26�42
0_00 0.00
2,084.31 77�20
a3,50
17L� 6.4
0.00 0.00
15.00 0.56
60-00 2_22�-
20.00 0.'/4
0.00
t-�, u.UO
24q-. -,Fb- -9-.� 9, L4 I
C)
9,LIG7 67
92.58 9,258.06 6,943-54
A,4.tf CIE5 Oeg AW12,�VA­Z_
T -K6 4r,

YATES WITHERSPOON CONCRETE
REINFORCED
N. RLINF-W/20%
TOTA L C C) STS
cu�-IFUIIIED M DATE:
C. . 1) . PA R K E'R I - 3 0 -1-4 -t
------------ ---------
(Ifil."CKED BY DATE:
c; . L , STI b 1, 1-30-97
------------ ---------
COST M311,
SHARE ...
9.4,5 2 363.43 1 , 7 7 '112 . 5
92.58 9,258.06 6,943.5
11,621.48 8,716.1
W i DTH . . . . .
L E N GTH
1) E PTII
TOTAL
TOTA Li
....... I
C U - F, 1, -
CU. YDS -
C 0 N C R LTE
8.00
86.00
0.3333
229.31
8.49
PUSH LANE
0.00
00
() - 00
00
0.00
CONURETE
10.00
9-7.00
0.50
13 5 C) C)
5.00
CH UTE
(). 00
0 . () 0
ENTRANCE
8 .
6 . 00
0.50
2 1 . 2, 5
0.79
0.00
oloo
LOWER NEW
17.50
45.50
0.3333
265-39
9.83
CONCRETE
UPPER.
20.00
100.00
0.3333
666.60
24-69
UDD AREAS
53.50
1.98
0.00
CONCRETE PAD
53.50
40.00
0.3333
713.26
26.42
AREA - W.S.S
0.00
0.00
TOT A L
2,084.31
77.20
CURB-PLISI]
0.50
1.77.00
1.0000
88.50
3.22
LANE
0.00
0.00
CURB -CHUTE
0 . �l 5
10-oo
2.00
15.00
0.56
ENTRANCE
CURB-W.S.S.
0.50
120.00
1.00
60.00
2.22
W.S.S. WALL
0.050
40.00
1.0000
20.00
0.74
0.00
0.00
CURB-CONCTETE
0.50
1.41.00
1.0000
7 () . 5 C)
21' . 6 1
RUNQI`F
0.00
0.00
TOTA 1,
448.00
25.4.00
9.41
TOTA L, - A L Li
86.60
CON C R FTE
REINFORCED
N. RLINF-W/20%
TOTA L C C) STS
cu�-IFUIIIED M DATE:
C. . 1) . PA R K E'R I - 3 0 -1-4 -t
------------ ---------
(Ifil."CKED BY DATE:
c; . L , STI b 1, 1-30-97
------------ ---------
COST M311,
SHARE ...
9.4,5 2 363.43 1 , 7 7 '112 . 5
92.58 9,258.06 6,943.5
11,621.48 8,716.1

WINE FABRIC=
0. 21 LB/SW FT
PUSH LANE -FABRIC
NEW CONCRETE
LOWER FABRIC
UPPER FABRIC
ODD AREAS-FABNJC
WSS AREA FABRIC
TOTAL WEIUHT
TOTAL 8? FT.
STEEL-REMAv#4
0.668 LB/FT
CURB -PUSH LANE
VERTICAL-REBAR
HOUIZ.-HEBAR
LANE EXT-UHUTE
VERT-REBAK
HORIZ-REBAR
LANE EXT -CURB
VERT-REBAR
HORIZ-HhBAR
UHUTE
VERT-REBAR
HORIZ-HEBAK
ALL OTHER CURB
VEHT-REBAR
HORIZ-REBAR
TOTAL WEIGHT
TOTAL LENGTH
PLUS OVERLAP
TOTAL GX8''
CURB
TOT MANURE CHUTE
TOTAL UOST
ALL STEEL
COMPUTED BY:
C.D.PARNER ---
CHEUKED BY:
G�h. STILL
YATES WITHERSPOON STEhn FOR CONCRETE
WIDTH..... LENGTH WEIGHT TOTAL LENGTH UOST COST U08,1,
.......... PER FT WEIGHT REBAR PER LB. SHARE...
9.00 86.00 0.21 162.54
18.00 46.00 0.21
20.50 100.00 0.21
12.00 13.40 0.21
41.00 54.00 0.21
C441, go.oco
-0042- 44,040 0. 668
1.00 188.00 0.668
10.00
5.00
0.66B
5.00
10.00
0.668
1. (,7
50.00
33.40
.21444
11.00
0.668
2.00
10.00
0.668
11.00 27.00 0.668
10.00 27.00 0.668
o,(o'7 i3z.oc)
47i4 AN% 0.668
1.00 2447eh- 0.668
-2(01.00
DATE:
8-15-96_
DATE,
8-15-96
173.88
430.50
33.77
464.94
1,265.63
6,026.00
40.7-9
54AY
(" C). -6 o
00�175,?_ �
125-58
404�w%
1-77.00
33.40
50.00
33.40
50.00
)Z.Z7
+l7+4
15.S7
1
13.36
4- w__ 046
20.00
0.74 936.56 702.42
198.40 297.00
180.36 270.00
B7. 619 0,13, 4 q
3-5
XT440% 1 Z 9 2- -
47444vi& +7jfjwQ' 0.74
-7. 0 ?, 1,,S 7 2- 9 7
-4w4fq7_±t*_
Qj L
.04 �JV?
705,167
Page
?Qvis N_1�74?
f6719, �� 60 8. 19
j.q

WINE FABRIC=
0, 21 LU/SQ FT
PUSH LANE -FABRIC
NEW CONCRETE
LOWER FABRIC
UPPER FABRIC
ODD AREAS-FABRlU
WSS AREA FABRIC
TOTAL WEIGHT
TOTAL SO FT.
STEEL-REBAR#4
0.668 LONY
CURB -PUSH LANE
VERTIUAL-REBAR
HORIZ.-REBAR
LANE EXT-UHUTE
VERT-REBAR
HURIZ-HEBAH
LANE EXT-GUH8
VERT-REHAR
HURIZ-REBAR
UHUTE
VERT-REBAR
HORtZ-HEBAR
ALL OTHER CURB
VERT-REBAR
HORIZ-REBAK'
TOTAL WEIGHT
TOTAL LENGTH
PLUS OVERLAP
TOTAL 6XV
CURB
TOT MANURE UHUTF
TOTAL COST
ALL STEEL
COMPUTED BY:
U.D.PARKER
CHECKED BY:
G. E. STI L L
YATES WITHERSPOON STEEL FOR CONCRETE
WIDTH..... LENGTH WEIGHT TOTAL LENGTH COST COST
.......... PER FT WEIGHT REBAN PER LB,
9.00 86.00 0.21 162.54
18.00
46-00
0.21
173-88
20.50
100.00
0.21
430.50
12.00
13.40
0.21
32.77
41.00
54.00
0.21
464-94
10.00
0.668
33.40
1,265.63
1.670
11.00
0.668
6,026.80
0.67
90.000
0.668
40.28
60.30
1.00
177.00
0.668
118.24
177.00
10.00
5.00
0.668
33.40
50.00
5.00
10.00
0.668
33.40
50.00
1.670
11.00
0.668
12.27
18.37
200
10.00
0.668
13.36
20.00
11.00
27.00
0.668
198.40
297.00
10.00
27.00
0.668
180.36
270.00
0.67
132.00
0.668
59.08
88.44
1.00
261.00
0.668
174.35
261.00
863.12,
1,292.11
917.08
1,372.87
DATE
1_30_9�_
DATE:
1-30-97
586.74
705.37
Page I
COST
SHARE...
0.74 936.56 702.42
0.74 678.64 508.98
1,615.20 1,211.40

M
ML43
Aj

4
4'
2.
aw
.�p
*t4 REBAR (CCEN71NUOUS)
--jrA REBAR 2' O.C. 'US ) a . z
Y(e 10/10
t� -
/—WELDED WR----? FABRIC
..........
SO SCALE
TYF':�--- P' -'SH L'Nt' CALL CONCRETZ W -LL HAVE
THE SAi�:-; RE -EAR P�FFER4 AND CUF�[Nr, 6�mEmsirNsi
C�) —
75
Cklb, C'� , In, 11L�
SAFr-TY EAR t4' SCH 40 STEEL PIPE)
HEIGHT OF BAR DEPENDS UPCN F-'RMERS EQ;jTF);-`4l7
6,0,
RESAR 1' C.C.
4�4 PEBAR I' SPACtNG
NO SCALE
NO SCALE
LAST 5 FT c H LANt-
LAST 5 FT OF PUSH LANE
7-_7Y SiR
RESAR PATTERN AND [);�CcNSTOMS
C�) —
75
Cklb, C'� , In, 11L�
SAFr-TY EAR t4' SCH 40 STEEL PIPE)
HEIGHT OF BAR DEPENDS UPCN F-'RMERS EQ;jTF);-`4l7
16% ro
0 -S
NO SCALE
LAST 5 FT c H LANt-
7-_7Y SiR
56�,evj 1.10A 60v-,3�,
6eca,550 Cov� L-�,4,*"> k-06,
16% ro
0 -S

i_T
1 4
IN
In, T�,
uw­ ...... -
at
T
- 4� N14 �11,. �t- 1
iff
-71
-7-77,

Map
rb

Map 1
lvv
S Y S N-1 T r -Eli M

I AME',
AGREEMENT N6:
UE'810 UOM III, E'lls 1.).
DESIGN APPROVED DATE'
CONSTUM,""ALON APPROVED DATE:
WASTE STORAGE POND (No.)
Code.- 425 1

Unipted States Natural NC -CPA -17
-96
De artment of Resources
AgHculture Conservation.
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME
QP
Cj4CVj2qNJjL,t,C- r -J( 2-Soz I
TELEPHONE q35- 2-261
LOCATION
SIZEOPERATION
�- �D E�S S
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER
DISTANCE M�OM NEAREST PUBLIC FACILITY (scbool, churck etc.) FT.
IS SITE WITHIN 100 -YEAR FLOOD PLAIN?
If yes, NRCS cannot provide assistance.
IS SITE AT LEAST 100 FT, FROM A "BLUE LINE" PERENNIAL STREAM?
If no, site must be relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY?
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?
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of inaps or other reference materials may be attached to site
YES NO X
YES kl NO
YES NOZ
YES � NO V1
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND7 YES N 0
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wetland DeterminationADelineation).
WILL ACTION RESULT IN SWAM PBUSTING? YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND TIIE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, NRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, NRCS will provide assistance only after 2
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference,
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.:
• PREDOMINANT WIND DIRECTION? YES NO
• POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU. Fr. MINIMUM YES NO
• PRECHARGING LAGOON WITH I'Mil WATER TO AT LEAST 112 /4/.A YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES V NO
OF WASTE?

IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED rNTHE PLANNING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY INMRTANT FARMLANDS IN THE
OPERATINGUNIT?
WILL THE ACTION RESULT IN SODBusTrNG?
'If the answer to any of the above Is yes, NRCS will not provide technical
assistance unless agencyWilcy Is followed,
NC -CPA -17
Page 2
YES NO –V
YES NO V"
YES NO
YES No
YES No
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LANDIS NOT OWNED BY PRODUCER. CAN PRODUCER GET AGREEMENT ON LAND, YES NO
ON WHICH TO APPLY WASTE? NIA
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHFD
IS SOIL SUITABLE FORtAGGON7 Via-54iz PbJ,
IS A LINER REQUIRED?
TYPE OFLINERTOBE USED:
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LAN -DOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
(If yes, tile must be removed or plugged)
YES NO
YES NO—
CLAY,-/ BENTONITE SY14THFTIC
YES V' NO
SITE APPROVED YES NO CONDITIONAL_
COMMFNTS
THIS SITE INVESTIGATION IS VALIb FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. ir THE DESIGN OR
CONSTRUCTION HAS NOT BEEN STARTED WITHrN SIX MONTHS, ANEW SITE INVESTIGATION WILI:BE PEQLqRED.
SIGNATURE DATE

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner- qATa )� i -r R E?-,� � oo t\J County
NC -ENG -34
September 1980
File Code: 210
A.S-'rc)PJ
Community or Group No. S_ Conservation Plan No.36 -96 -69— 6EA" c
Reec4,(ed IF bAffi Plctllet 06 if
Estimated Depth of Water to Top of Dam 10.5 Ft. Length of Flood Pool'�' ''I lq,() Ft.
Date of Field Hazard Investigation 4-30-9f,
Evaluation by reach of flood plain downstream to the point ofestimated minor effect
'I T 7
from sudden dam failure.
Est. Elev.-I �:Est.-E-IeTation.
Kind of :Improve ment s: 1:'!of Breach
Reach: Length: Width: Slope: Land Use Improvements : 'Above.,"� :"Floodlater Above
w
:Flood Plain
: Flood Plain:
Ft. Ft. % Ft Ft.
'V41�n
S Do& too,
0
Hazard Cla�sification of Dam (a, b, c) (see NEM -Part 520.21)
Dam Classification (1, 11, 111, IV, V) Z;Le
By
Concurred B aka '�" - — -
le) 1j
(4anie �(tit
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5
Date
2 2D
3 0
I D61 72w9
Describe potential
for loss
of life and damage to existing
or probable'future downstream
improvements from a
sudden
breach
i
Hazard Cla�sification of Dam (a, b, c) (see NEM -Part 520.21)
Dam Classification (1, 11, 111, IV, V) Z;Le
By
Concurred B aka '�" - — -
le) 1j
(4anie �(tit
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5
Date

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard class1fications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain, The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

ANMUL WASTENLAXAGEW NT SYSTE M
EINGPiEERING DESIGIN WORK SHEET
FIELD OFFICE�
OVINEFUS NAME�
ADDRESS
CITY. STATE. ZIP:
Afiach Waiershed Location Skelch)
POPULATION (Esl�j VOTHIN 114 MiLE:
NO, OF INHABITED HOUSES WITHIN 114 IVIILE�
DISTANCE TO NEAREST INIANEITED HOUSE:
(Other than operatoes hous e)
TYPE OF OPERATION:
TYPE OF CONFINEMENT FACILITY�
TYPE OF WASTE TREATMENT� (Check onei
WASTE STORAGE POND
PIT OR TANK
OTHER
METHOD OF "JDLING WASTE:
jWhen devgn cepecily is reached',
DESION DATA FOR WASTEE ST0RAGE,PONrj
NUMBER OF ANWALS SERVED BYPOND
DESIGN PERIOD: (days)
(Longest anticipated perind before pump-wl)
2�-YEAR STORM: (Inches,
(.See � EFM. Chapter 21 Runoff for CN 95
WASTE PRODUCTION: (Gallons/daylanlmall
(See Tech. Gulde, Set. rV, 359-4 Lagoon Standards.)
WASH -DOWN WATER: (Gallonskorw/day)
PERCENT WASTE COLLECTED
STORAGE FOR WASTE STORAGE POND
WASTE, WASTE1VATER & NOnIAL RUNOFF
1. VOLUME OF WASTE : (7qo. of animals) X (Gallonsi
day/arilmaWAO)X�# of days In 5torage porlod)=CUFT
2. VOLUME OF WASTEWATER:
Gallonslanln,,a�,'dayl,'.48Asiorage period
3. VOLUME OF NORMLAL RUNOFF.
4. 2GYR-24HR RAINFALL RUNOFF:
TOTAL VOLUME:
5. DEPTH OF RAINFALL LESS EVAPORATION
6. 25YR-24HR RAINFALL ON POND SURFACE
7. FREEBOARD
TOTAL DEPTH LESS NORMAL STORAGE
DALLAS, NC
YAT91_wtTHERqE1_9_QN
5AD
4&1
14M
a25
TQA
DES$GNED BY: DEE
DATE: 1110L"9&
Gallons orWasiulisninia;jday Num ofAn�mals Siorage Period % ColIBcled Volume cufi
14.00 80.00 90.00 70.00 S433,16 CU.FT�
3.7G 80.00 180,00 7219.2G CU,FT
13049.8B CU.FT.
7642.2,lj CU.FT.
24494.66 CU.FT.
0,81 FEET
0.46 FEET
IM FEET
2,27 FEET

MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
JUNE
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
TOTAL INCHES
TOTAL FEET
DRAINAGE AREA
SURFACE
DRAINAGE APEA
UNSURFACE
VOLUME
TOTAL
NORMAL
NORMAL
RUNOFF
SURFACE
RAINFALL
DEPTH
2..05
RUNOFF
0.79
2.27
PERCENT
DEPTH
3.94
3,94
5Z00
2.05
198
3.98
57.00
2.27
4�63
1,60
57.00
2.64
145
27.00
59�00
2.04
3.85
1 40
58,00
2.23
3.159
2.19
60.00
2.21
4.44
26,00
60�00
2.66
4.50
09141
61,00
2.75
3.85
3.85.
67.00
2.58
3.47
3.47
63.00
2.19
2.94
2.94
59.00
1.73
3.84
3.8.4
59.00
2.27
0.37 ACRES
0.07 ACRES
UNSURFACE
13.09 INCHES
17581.18 CU.FT,
NORMAL
RUNOFF
RAINFALL
PERCENT
DEPTH
2..05
20.00
0.79
2.27
25-00
1.00
24.00
1.11
0.79
26.00
0.90
2, 2 4
24�00
0. 9 2-
1,60
27.00
1.00
2,38
27.00
1.20
31.00
1 40
2...58
33.00
1.27
2.19
30�00
1.04,
1_71
26,00
Q.76
2.27
24.00
09141
13.09 INCHES
17581.18 CU.FT,
5.78 114CHES
-146&70 CU.FT.
19049.88 CLI.FT.
NORMAL
RAINFALL
TOTAL
EVAPOR.
LESS
FOR
EVAPOR.
PERIOD
0.79
1.70
1.70
2, 2 4
' 2.24
1,00
1,60
-1.60
2.38
2,38
4.60
0.03
0.00
3.80
-03-5
0.00
3.90
-0.05
0.00
4,40
-0.71
0.00
4.30
(1.14
0.00
3.90
0.60
0.00
1.27
3,20
3.20
(1.65
0.65
1.04
2.40
40
1,07
1 �07
0.76
1.70
1.70
1.24
1,24
0.92
1.70
2� 14
2.14
9.72 INCHES
0.81 IfEET
5.78 114CHES
-146&70 CU.FT.
19049.88 CLI.FT.

SIZING OF'Olr"iSTE STORAGE POND
TRAPIZOIDIAL SHAPED
25YR-24-FIR RUNOFF
MID-SECTION DIMENSIONS 4.52
TOP DIMENSIONS WITH 25Y[R-24HR RUNOFF 9.04
SIDE SLOPES OF POND
DEPTH
WIDTH
LENGTH
AREA
VOLUME
VfASTE, WASTEINATER
39.5 FEET
25YR-24HFZ STORM RUNOFF
90.5 FEET
CREST OF EMERGENCY�S)PILLWAY
91.0 FEET
AND NORMAL R.UNOFF
0.0 FEET
FREEBOARD
1.0 FEET
SETTLED TOP OF DAM ELEVATION
92.0 FEET
BOTTOM DIMENSIONS
42.00
76.00
3192.00
MID-,c,:;EC'TION DIMENSIONS
3.60,
56-40
90.40
5098.56
TOP DIMENSIONS LESS RAINFALL
7.20
70.80
104.80
74,19.34.
37207.30 GUFT.
VOLUMEREQUIRED
35702.28 CUFT.
MID-SECTION DIMENSIONS
4.01
58,02
92-02
5339.00
TOP DIMENSIONS \A-'ITH NORMAL RAINFALL
8.01
74.04
106.42
7879.34,
43290.50 CU'.FT.
25YR-24-FIR RUNOFF
MID-SECTION DIMENSIONS 4.52
TOP DIMENSIONS WITH 25Y[R-24HR RUNOFF 9.04
SIDE SLOPES OF POND
2 :1 SLOPE
BOTTOM ELEVATION
31.5 FEET
WASTE + NORML RUNOFF LESS RAINFALL
38.7 FEET
K�Xfft/!Uhll LIQUID LEVEL
39.5 FEET
25YR-24HFZ STORM RUNOFF
90.5 FEET
CREST OF EMERGENCY�S)PILLWAY
91.0 FEET
MAXIMUM FLOW DEPTH
0.0 FEET
FREEBOARD
1.0 FEET
SETTLED TOP OF DAM ELEVATION
92.0 FEET
60.08 94.08 565234-
78.17 112.17 8767.69 88106.16 CUFT.
VOL UME REQUIRED 7842-25 CUFT.

III. Waste Storage Pond for Polluted Runoff, Milking
Parlor Wash Water and 3 months of Manure Storage
Manure for the worst three winter months will be stored
in the waste storage pond. Runoff from lots and milking
parlor wash water will be stored for 6 months,
A. Design Volumes
1. Normal Runoff for 180 day period
Use 180 days:
September - Feb Surface Runoff Depth = 13.09,,
Unsurface Runoff Depth 5.7811
Surface Runoff= 13.09"* 0.37 ac. *43,560 sqft/ac= 1'7,581cuft
12 in/ft
Unsurface runoff=5.78yf*0.07 ac. * 43,560 sqft/ac=1,469 cu ft
12 in/ft
Total Runoff = 19,050 cu ft
2. Rainfall minus evaporation on pond surface
22.02 - 12.3 = 9.7" = 0.8 ft/6 month
Drainage area
surfaced lot. Use
average runoff values
in Ag. Waste Management
Field
Manual.
Concrete
channels
shall
carry 25 yr
24
hr runoff to Waste
Storage
Pond.
Drainage Area
0.44
ac.
Surface
0.37 ac.
Unsurface
0.07 ac.
SURFACE
UNSURFACE
NORMAL
RUNOFF
RUNOFF
MONTH RAINFALL
DEPTH
DEPTH NORMAL EVAP.
JAN- '
3.94
52
2.05
20
0.79
1.7
FEB
3.98
57
2.27
25
1.00
1.6
MAR
4.63
57
2.G4
24
1.11
4.6
APR
3.45
59
2.04
26
0.90
3.8
MAY
3.85
58
2.23
24
0.92
3.9
JUN.
3.69
60
2.21
27
1.00
4.4
JUL.
4.44
60
2.66
27
1.20
4.3
AUG.
4.50
61
2.75
31
1.40
3.9
SEP.
3.85
67
2.58
33
1.27
3.2
OCT.
3.47
63
2.19
30
1.04
2.4
NOV.
2.94
59
1.73
26
0.76
1.7
DEC.
3.84
59
2.27
24
0.92
1.7
Use 180 days:
September - Feb Surface Runoff Depth = 13.09,,
Unsurface Runoff Depth 5.7811
Surface Runoff= 13.09"* 0.37 ac. *43,560 sqft/ac= 1'7,581cuft
12 in/ft
Unsurface runoff=5.78yf*0.07 ac. * 43,560 sqft/ac=1,469 cu ft
12 in/ft
Total Runoff = 19,050 cu ft
2. Rainfall minus evaporation on pond surface
22.02 - 12.3 = 9.7" = 0.8 ft/6 month

3. 25 yr - 24 hr runoff
CN = 95
Rainfall = 5.5
Runoff = 4.9111
25yr-24hr runoff= 4.9111 *0.44ac* 43560 sqft/ac = 7,842 cuft
121 -/ft
4. 25 yr - 24 hr rainfall on pond surface
Rainfall = 5.511 = .5 ft
5. Freeboard + Emergency spillway stage = 1.0 ft
6. Solids Accumulation
The waste storage pond will be agitated and pumped each time
pond is irrigated.
7. � Milking Parlor Wash Water
i. Pipeline and milker wash water 100 gal./day
ii. Tank wash water 50 gal./day
iii. Milk house floor wash water 100 gal./day
iv. Cow wash water 50 gal -./day
300 gal./day
Volume 300 gal/day*1 cu ft/7.48 gal* 180 days
7,219 cu ft

8. Waste Volume (3 months)
70% of manure will be collected on the feedlot and milk
parlor holding area. The other 30's will be stored in
storage structure for solids.
Volume = 80 cows*14 gal/day/cow*90 days * 70% = 9,433 cuft
7.48 gal/cu ft
B. Summary of Design Volumes
1.
Total Runoff
19,050 Cu
ft
2.
25 year - 24 hour runoff
7,842 cu
ft
3.
Waste Volume
9,433 cu
ft
4.
Milking Parlor Wash Water
7,219 cu
ft
TOTAL
43,544 cu
ft
4.
Rainfall minus evaporation on
pond surface
0.8
ft
5.
25 yr- 24 hr rainfall on pond
surface
0.5
ft
6.
Freeboard
1.0
ft
TOTAL
2.3
ft
C. Sizing Waste Storage Pond
118' * 78'
___j 2.31
To
2: TC tal Depth 10.51 2:1
8.21
761 42,
Volume 8.2/G[42'*761 + 74.81*108.8 + 4(58.41*92.41)]
44,984 cu ft OK

D. Average Pump Volume and Nutrient Content _ . I
Winter Storage
Normal Runoff 19,050 cu ft
Milking Parlor Water 7,219 cu ft
Rainfall - evap. .8*1181*78' 7,363 cu ft
Waste volume -cu ft
43,0 5 cu ft
11.9 Ac -In
y -y
Summer Storage J,
19,050 cu ft 1�k "�
7,219 cu ft 1710
7,363 cu ft
0
33,632 cu ft
9.3 Ac -In
The total Plant Available Nitrogen (PAN) for the three
winter months was determined from slurry data.
PAN =.29Ac-In/cow/yr*80 cows*3 months*70!k* 243 lbs PAN/Ac-in
12 months/yr
= 987 lbs PAN
987 lbs PAN/11.9 Ac -In = 83 lbs PAN/Ac-In during winter
period
The'total PAN for summer months does not include any slurry.
9.3 Ac -In * 20 lbs PAN/Ac-In = 186 lbs PAN
Total PAN for the Year in Pond =987 lbs +186 lbs = 1,173 lbs
If crop uses 150 lbs PAN per year, 8 acres will be needed
for irrigation.
E. Pump out elevation and ESW elevation
The waste storage pond for runoff should be irrigated
before the water level reaches the 25 yr - 24 hr storage
volume. This elevation is 2.5 ft below the top of dam. The
emergency spillway elevation is planned 1.0 foot below the
top of dam.
This waste storage pond will store 6 months of runoff and
milking parlor wash water. Using the worst 6 month
computations, 21.2 ac -in will be stored each year.
F. Pipe For Milking Parlor Wash Water to Pond
A 611 pipe will carry water away from present outlet to
the Waste Storage Pond. Junction boxes or clean outs will
at frequent enough intervals to clean pipe when necessary.

vi -p ro oti
c Dv q
INA& t� x o.( R
�,J —
a
�-j
jQ
o 5clD
A,
4

.. ..... - ----------
P ww�u" BV
MEOW
J.
b Apz- sit 6
VIP Z -z
As I"
IrA -
PF 2]2 7
06"
Van
mum !lt
-m KI -T
WTI
too
®r
ICE
jy-fA117 �A
;.- Wk
fFl 7
. . . . . . . . . . . . .
U"O,
NJ
�77
47
. . . . . . . . . . . . . . . . . ....
oil
!I Alto
I . . ....... .
in
Jil
4r
'AC
b Kt q
i"
P-' T
miss
A WAY
L Ur,

SPECIFICATIONS FOR CONSTRUCTION OF WASTE STORAGE PONDS
OWNER: YATES WITHERSPOON DATE: -04/12/96
GENERAL: Detailed engineering plans of the proposed embankment, emergency
spillway and waste storage pond area are shown on attached plans. No changes nor
deviations from these plans and specifications shall be allowed without a written
amendment, in advance of change, from the responsible technician of the
Natural Resources Conservation Service.
Construction operations shall be carried out in such a manner and sequence that
erosion and air and water pollution are minimized and held within legal limits.
All work shall be conducted in a skillful and professional manner; the completed
job shall present a workmanlike appearance. Plans and specifications will be
reviewed with contractor and landowner.
CONTRACTORS: The contractor will acquaint himself with the provisions of these
Plans and specifications. Conditions at the site that may affect his schedule
of operation, and the location and meaninq of all stakes on the sites. Failure
to do so will not relieve the contractor of.the difficulties and cost pursuant
to satisfactorily completing the work, --in compliance with these plans and
,pp.gcifications and any written or verbal contract with the landowner.
,11 bench marks, grade and line stakes will be left undisturbed and protected
jy the contractor to facilitate construction and inspection. The contractor,
weather permitting,_Mill schedule his work so that he will start on the agreed
date and work will be a continuous operation until satisfactorily completed.
All damages occurring to completed work or materials, by the elements or
otherwise, during construction, will be the responsibility of the contractor.
Partial or damaged work and/or replaced materials damaged from any cause will
be paid for by the contractor. Absence of inspections during construction
will not relieve the contractor from completing the work in strict compliance
with these plans and specifications.
Upon completion of the work, before moving his equipment, the contractor will
request a final inspection by the landowner and an employee of the NRCS or the
Conservation District. The contractor will then receive approval that all work
has been completed satisfactorily and/or he may complete those items that vary
from the plans and specifications in order that a final inspection will result
in approval. NRQS or GS&WOD will be notified of date to start construction.
U.S.D.A — NATURAL RESOURCES CONSERVATION SERVICE:
GASTON SOIL AND WATER CONSERVATION DISTRICT:
The United States and its employees and District employees are in no manner a
party to any verbal'or written contract between the landowner and the contractor.
NRCS employees and District employees within limit of personnel available, will
and advise on technique during construction to assure satisfactory
)mpliance with the plans and specifications.

1ASTE STORAGE POND SPECIFICATIONS: PAGE 2 OF 4
(YATES WITHERSPOON DAIRY)
NRCS and District employees will, upon reasonable notice, conduct a final
inspection for strict compliance w-th all plans and specifications concerning
this structure.
Inspection will determine the satisfactory completion of the work so that
(a) approval may be given for the eligibility of the landowner to receive
benefits from any involved Government agency and
(b) final payment may be made to the contractor.
SPECIFICATION NOTE CONCERNING PUBLIC UTILITIES: Both the landowner and
contractor are advised that the approximate location of all utilities
known by the designer to exist with the work are shown on the plans.
The indicated location is approximate and the appropriate utility
representative should be contacted prior to starting the construction work.
The fact that utilities may not be shown on the drawings cannot be taken as
assurance that utilities are not present at the site. The information
pertaining to utilities (if any) which is shown on the drawings is primarily
based upon data provided by the owner, and neither the NRCS nor the S&WC
District make any representation concerning the existence or nonexistence
of any utility at the site.
he contractor should personally c-osely inspect the site to determine the
existence or nonexistence of utilities within the construction area and also
discuss utility locations with owner. All parties should understand that any
liability for damage resulting from disruption of utility service caused by
the construction activities rest between the owner, contractor, and the
affected utility.
CLEARING: All trees, brush, and debris shall be removed from the impoundment
area to the elevation of the top of the dam Stumps must be removed.
Satisfactory disposition will be made of all debris.
FOUNDATION PREPARATION AND WASTE STORAGE AREA : The foundation area of the
embankment and waste storage area shall be cleared and grubbed of trees, logs,
stumps, roots, brush, boulders, sod, and debris. All stumps and all roots
exceeding one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Areas for disposal will be shown an plans.
The foundation area shall be roughly shaped and compacted before the placement
of any fill material. The foundation contact surface shall be thoroughly
scarified and moisture added if needed so that the first layer of fill
material will be properly bonded to the foundation when compacted.
The cutoff trench and any other required excavations shall be excavated to
the lines and grades shown on the plans or as staked in the field. Excavated
materials shall be used in the permanent fill if the material is suitable.
oundation areas shall be kept free of standing water when fill is being placed
in them.

'ASTE STORAGE POND SPECIFICATIONS: PAGE 3 OF 4
CUTOFF TRENCH: A cutoff trench shall be excavated as shown on attached plans.
The cutoff trench shall be backfilled in thin layers, not to exceed 9 inches in
depth. All standing water shall be removed from the trench before backfilling
is started. Depth of off cuts for cutoff trench will be determined by technician.
FILL MATERIALS AND PLACEMENT: The material placed in the fill shall be free of
sod, roots, frozen soil, stones more than six (6) inches in diameter (except for
rock fills), and other objectionable material. Borrow areas will be designated
on the plans. All fill materials shall be taken from these designated areas.
The placing and -spreading of fill material shall be started at the lowest point
of the foundation and the fill brought up in horizontal _1.glyers not to exceed
eight inches in thickness prior to compaction.(See attached Note)
The fill shall be constructed in continuous horizontal layers except where
openings or sectionized fill are required. In those cases, the slope of the
bonding surfaces between the embankment in place and the embankment to be
placed shall not be steeper than 3 horizontal to 1 vertical.
The bonding surface shall be treated the same as that specified for the
foundation so as to insure a good bond with the new fill. The distribution
id gradation of materials shall be such that no lenses, pockets, streaks,
.r layers of material differ substantially in texture or gradation from the
surrounding material.
When materials of varying texture and gradation are used, the more impervious
material shall be placed in the center and upstream parts of the fill.
If zoned fills are specified, the zones shall be placed according to the lines
and grades shown on the drawings or as staked in the field. The moisture content
of the fill material shall be adequate for obtaining the required compaction.
Material that is too wet shall be dried to meet the requirements, and material
that is too dry shall have water added and be mixed until the requirement is met.
It is generally preferred to use material slightly wetter than optimum rather
than drier than optimum.
Construction equipment shall be operated over all areas of each layer of fill to
insure that the required compaction is obtained. Special equipment shall be used
if needed to obtain the required compaction. If a minimum required density is
specified, each layer of fill shall be compacted as necessary to obtain that
density.
It recommended that a sheeps-foot roller be used when the fill material has a
high clay content. Fill, adjacent to structures, pipe conduits, anti -seep
,�ollars, and drain fill, shall be carefully compacted to a density equivalent
) that of the surrounding fill by manually directed power tampers or plate
-ibrators.

kSTE STORAGE POND SPECIFICATIONS: PAGE 4 OF 4
VEGETATED EMERGENCY SPILLWAY: The emergency spillway will be excavated in
undisturbed earth to the dimensions, grades, slopes and location as shown in
the plans and staked
EXCAVATED PONDS: The completed excavation shall conform to the lines, grades, and
elevations shown on the drawings or as staked in the field. Spoil not used in
the embankment shall be uniformly shaped, spread, or hauled away. See plans
and specifications.
PROTECTION: A protective cover of vegetation shall be established on all exposed
surfaces of the embankment, spillway, borrow area, or spoil if soil conditions
permit. If soil conditions at the conclusion of construction preclude the use of
vegetation and protection is needed, non -vegetative means, such as mulches or
gravel should be used. In some places, temporary vegetation may be used until
conditions permit establishment of permanent vegetation. Fencing shall be used
if necessary to protect the vegetation.
VEGETATION:
Establish vegetation on bare areas using the following rates per acre:
? estimated 1.0 acres will need vegetation established.
.Jme (bulk) 2 tons
Fertilizer (10-10-10) 1000 lbs
Seed:common bermuda 20 lbs
Brown top millet 25 lbs
Small Grain Mulch 2 tons (cover 75 % of ground)
CONSTRUCTION SEQUENCE:
1. Construct a temporary diversion around waste storage pond.
2. Remove grass sod from pond, dam, spillway areas. Place this
material above and to sides of waste storage pond.
3. Start excavation at upper end of pond and place 12 to 15 feet
of fill above old fence line at fish pond. Depth to be 2 ft. to 3 ft.
4. Strip any remaining sod inside of dams toe limits.
5. Cut cutoff trench (approx. 2 foot depth) and compact fill.
6. Use fill material for cutoff trench from excavation of clay material in upper
end of pond.
7. Start fill for dam according to specifications. Use material from cutoff
on backside of dam.
8. TOP OF DAM ELEVATION: 92.0 BENCHMARK ELEV. LOCATION
BOTTOM OF POND ELEV.— 81.5 LENGTH -76 FT- WIDTH -42 FT -
SPILLWAY ELEVATION: 91.0 LEFT SIDE—RIGHT SIDE \�/
ILE:ympond,dac
cpi 12

Evaluation of Soils for Use in Dam Construction
Yates Witherspoon
Gaston County
May 8, 1996
By: Sam Bingham, Civil Engineer, NRCS
The cutoff trench shall be excavated through the root
zone and at least 2 foot deep. All alluvial layers shall be
removed. NRCS will check the depth prior to backfill. All
trenches shall be dewatered prior to placing earth fill.
All alluvial material suitable for use in the dam
construction must be placed in outside slope of dam.
Clay material (MH, SC, or CL) shall be used for cutoff
trench and core construction.
A well is located approximately 120 ft from the waste
storage pond excavation. if saprolite (SM) material is
exposed in bottom of pond,. the pond shall be undercut -11 and
backfilled with compacted clay material at optimum moisture
or above. The inside of pond shall be plowed if lenses of
sand are present in clay to mix soil and compacted with a
sheepfoot roller.
COMPACTION REQUIREMENTS
Maximum thickness of layer before compaction is 81, or
less. Compaction is equivalent to or better than the
following. The routing of the loaded hauling and spreading
equipment over the fill in such a manner that every point
will be traversed by not less than one thread track of the
loaded equipment along the main axis of the dam. A sheeps
foot roller is the preferred compaction equipment.

I <
�qq.c
C;L
V
t
Ct c Q Je
19
31
0 0
2..) 9 -mo
e
4A
%Ck
76' LLJ
:2
fn.
vv,
A,
Cd.j-el

OPERATION AND MAINTENANCE PLAN
FO R NAFES W.LTHERSIJOUN DAIH� WASTE STORAGE t'O.ND
The purpose of this plan is to provide gul-dell:Lnes 1 01,
carrying out. the rout':Lne maA tit enarice work needed to keel, -the
storage pond operatin.g as planned. Houtine maintenance is
Considered to Ibe normal good care of the storage porid arid
surrounding area. Good maintenance adds to the usefulness
an(! permanence of the facility.
The routine 111'.1inLenance of the storage pond involves, but
is riot limited to tile following:
1. Maintenance of a vegetative cover on the dam and in
the spill.way; B E'R IM U DA ( Type of Vegetation) is
bein.a established on -these areas. Beginnin�_Y in spring of
bi-annually thereafter, the dam ancl spillway
should be fertilized with 400 pounds of 10-10-10 per
acre and 1.1me.cl once every 4-6 years according. to soil- test, to
maiia.ain a vigorous stand.
2. control of.- weeds, brush arid -trees in the grassed
spillway and on dam: This may be done by mowing, spraying, or
chopping, or a combination of all three. This will be done
a least once each year and possibly twice in those years
favorable -to heavy growth of vegetation, The loc-al E'xtensiorl
Agent can SLIPPIY Lhe latest information of spray material and
I,he best Linte to apply theiii.
3. Protection of the grass on the dam and SUrrounding
area. Uncontrolled vehicular trIffiC can create trails Or
r L i L ,, . Runoff from storms can enlarge these ruts into
g u I I i e-,-; . if ruts appear to be forming, stop the traffic
doing the damage..
4. When the storage poti(I has reached its operating
level it will be necessary to periodically di.spose of the
Offluent. Pond will be puniped down when waste level reaches
elevation 94.8 (inarked ori invert of ti)ilkwater pi.pe outlet).
ThI.S will be accompi i shed 'by applying the waste onto
(lesignatea areas as rioted in the Waste Utilization Plan.
Spring and fall applJ(_-.ations will. ma-,\ImIze the fertl.tizer
beriefit of the waste.

OPERATION AND MAINTENANCE PLAN
Maintenance inspections of' this facility should be made
during the Lin3tial fi.I.Iing, start and end of storage period,
at, least annually, and after every major storm event. rhe
following is a list of what to look for dUring the
inspection:
Embankment
a . se-LtlemenLL, cracking, or "jug" holes
b. side slope stability - SiLIMPS or bulges
C. erosion and/or wave action
d. rodent damage
e. seepage or other leakage
f. condition of vegetative cover
2. Reservair Are -a
a. undesirable vegetative growth
b. undesirable floatin-, debris
n
C. check liquid level to determine if
disposa.l of effluent is needed
3. Fences and Gates
A, 1DOSe OT� damaged posts
b. looSe� or broken wires
C. open or dama.ged gates

Evaluation of Soils for Use in Dam Construction
Yates Witherspoon
Gaston County
May 8, 1996
By: Sam Bingham, Civil Engineer, NRCS
The cutoff trench shall be excavated through the root
zone and at least 2 foot deep. All alluvial layers shall be
removed. NRCS will check the depth prior to backfill. All
trenches shall be dewatered prior to placing earth fill.
All alluvial material suitable for use in the dam
construction must be placed in outside slope of dam.
Clay material (MH, SC, or CL) shall be used for cutoff
trench and core construction.
A well is located approximately 120 ft from the waste
storage pond excavation. If saprolite (SM) material is
exposed in bottom of pond, the pond shall be undercut 11 and
backfilled with compacted clay material at optimum moisture
or above. The inside of pond shall be plowed if lenses of
sand are present in clay to mix soil and compacted with a
sheepfoot roller.
COMPACTION REQUIREMENTS
Maximum thickness of layer before compaction is 811 or
less. Compaction is equivalent to or better than the
following. The routing of the loaded hauling and spreading
equipment over the fill in such a manner that every point
will be traversed by not less than one thread track of the
loaded equipment along the main axis of the dam. A sheeps
foot roller is the preferred compaction equipment.

M
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
. SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUiTABILIT'i OF PROPOSED POND SITE
FARMER'S ME DISTRICT
DATE - COUNTY
S, C, S. PHOTO SHEET NO. WORK UNff
WATERSRED AREA MEASUREMENTS
CROPLAND—ACRES PASTURE RES— 6�14
AC
. WOODLAND—ACRES TOTAL 0 ACRES POND CLASS
. .... .... ...... .
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE jApprox.
"e V'--feot)
Locate s-vfer!7q!.voixt vwcimlorlins otdam'andid' 5 n—'s k �ei
.SEE
MEN EN mom
ME
MINNEENOM
0 0 NJ ILI MEMINKNEMENONSEEN
24. IN F1 W, 5, NZEE
ENNEENEEMENIEN
FAINNEREEMONN
NNNEENO
MI I I TO I NEW) W
MIN
��WMIMMMMIM
IN
W 4qu
Emum
Elm
MIN
0
0
ON N Pm F, Ar
EMINNEW06WAVANEIR
00,
NIMMINEIMINIMMIN
IMEMERINANNARIANIN
ME
MINIMMEENMEM
NONE
Egon. mom
MENNINEEMEMN
BORING NUMBER AND PROFILE
Make and list dam -site and spillway 6orings first. then ponded arroand borrow pit borinos; -separalf with Lmwdcal red tint,
(Continued on back wA*rw n4ceiiary) Show water ?able eltuations on dam -slit borings.
_
0=01MI-0—in
ININIM, SENSE=
ININININININININIMIN
BORlNGS MADE BY—lLq—A SIGNATURE & T=

FY—Pk,,, JF MATERIAL ENCOUNTERED IN BORIN.,,
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix & - gravel
GP- Poorly graded gravels s. -sand'
GM -Silty gravels; grave I -sand -s i It mix vf s - very fine sand
GC -Clayey gravels; grave 1 -sand -c lay mix sl- sandy loam
SW -Well graded sands; sand-gr4vel mix fsl - fine sandy loam
SP-Pooi,ly graded sands I - loam
SM -Silty sand gl-grav,elly loam
SC -Clayey sands; sand-cllay mixtures .81 - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt �sil- silt loam
CL -Clays of low to medium plasticity cl -clay loam
CH-Inotganic'clays of high -pl�atic4ty siel - milty clay loam
Mil -Elastic mitts 3cl -sandy clQy loam
10'' P4 'ti61tk­­ _si6-slItY clay,
OL Organic al ts 6 a W as
OH - Organic clays, medium to high phisticity -c 'Clay
i. Suitable material for embankment is available
No. (Indicam where.locaftd on th6 skskA apt
rm.wrw SWO
RE"RKS1.
-e-
, PO4 '0,
A UL) kK4,j
iYe 0-�
It lot ffe
(;&Vex r
L Explain hazards requiring special attention in design (Scipav, spring. -rock ek.1
GENERAL PJ24ARKS:
1131113211
33 11
U
0 35 11361137
38 1139
1140
410
42 1
43 1144
9 46
9 46 1147
50 11 m

H

,0

S

U. S. DEPARTMENT OF AGRICULTURE NC -ENG -40
Soft Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: �11 -V&� 0IT"E Rtl00FIJ —Date -. �-30-%
county: (� nst o M
Address: (:J6 ST MAFK'5 CH W PC tj _P r,> ef�E'Kky UILLC AJL 2 'bC)Z- I
L ENG TH
r SIDE SLOPE 2, TO I
Pw AVE. TOP ELEV.
3
MID SECTION
\ Ar --
AVE. BOTTOM ELEV.
ENG Tw
(See back for volum catculations)
Use of facility: WSfe �-rur-,1466
capacity: -Gallons Ft3
soil Type:
Bench Mark Description_LLj.__2L91 50u-fHW,,( CoEOEIZ OP W A -r" fn3&-
tP, () U_ (, 11 nr3 -,roF oE coracizu-(F ?AD.
Bottom
Normal Liguid Level
storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev. R I - -S
Elev. 'g-5, �
(+) 3.9 Ft.
Elev. _%9 H
(+) I - L Ft.
Elev. �31-n
Ft.
1� Q Ft.
Elev. _n2_n

VOLUME OF A TRAPEZOIDAL PIT
one equation for calculating the volume of a trapezoidal pit is:
volume - SleptIl [(area of top) + (area of bottom) + (4 * area
6 Ft3
of midsection)l =
Another equation for determining the volume of a trapezoidal
excavated pit with constant side slopes is:
V = wdL + Zd2 (4/3 Zd - w - L)
where:
V = total. volume of the pit in ft3-
w = width of the pit at top in feet.
d = depth of the pit at top in feet.
L = length of the pit at top in feet.
z = side slope
for 2 to 1 use Z = 2
for 21/2 to 1 use Z = 21/2
NOTE:
Dimensions used must be constructable. Always check for narrow,
deep pits. For correct results the following must be true.
v must be greater than 2Zd
L must be greater than 2Zd

9,2,6
Volume of manure, clean water,
and wastewater accumulated
during the storage period
ELV.
vvr�elf accumul
_a-veiV7's6l L
for per��Id�,be7
ELV..
Freeboard (1.0 ' minimum)
Volume of 25 year -24 hour storm. on pond
ELV._
Crest of
emergency
Volume of runoff from 25 year-24hour storm event
spillway
ELV._
Volume of runoff from normal precipitation less evaporation
ELV.
accumulated during the storaAe period
Volume of manure, clean water,
and wastewater accumulated
during the storage period
ELV.
vvr�elf accumul
_a-veiV7's6l L
for per��Id�,be7
ELV..

mon r, , i-� lon6:1! 1996 Paga
iri. jle Volume Report
original Surtace: ywtopo.dMi
Design surface: ywwsp2dam
.I �PC
Cut 4 i I i Net
(CU yd) (cu yd) (Cu yd)
--------------- ---- --
196-9152 "'J. 4160 - 64 4

V1.
tL
.. ... ... ...
.. . . . .
. . . . .
. . . .
. . . . . . . .
TI
V1.
.. . . . .
. . . . .
. . . .
. . . . . . . .
... . . . . . .
.
4 1
i
V1.

Mom III M a MMMMMMMM1HM ME MMMMM--
MEMO mmm I I law MENEEMMMENNEMEMENN MEMIMMEM---
EEMEMEMEMEN M. Nunn No MEN
MEMO Mw MIMMMMMMMRMMMMMM M
ommoommommmmum
MMMMMM1MMMMMRM
MEN ME ME MONO
OEM 0 ORONO
ME
SOONER
MENNNE
mcammmum ON
was ONE MEMEMEME
Oxon 0 MESON onommoommmm
ENRON No mosemoomm M
INNER Emmons MIMEMEMEME
mosommosomms
MEN 111111101111111 01110IMMEMMEMMEMME
MEIN sommommons mommoommomms
so SOMME MEN 0
low son MEN M M MXMMMMMMMMMMMMMM MEMOS
ommommommonsommomm M 0
I mom on 00 IEEE ENESSENESSE
mom
No
mom MEMO M mom Moog ME 0
MONROE mosommonamoom no NEWS
M III an M NONE
0 NOON man MMMMMMMMMMMMMM INES MOM 0 2
0 MENEEMENEEN OEM
ISO mollolmommil a
No M 0 mom M MEIN I 1 0
No 0 a MEMO 0 OWNER mom NONE 9 1 mom on OMENS
us MEN mom SO MMmMMMMIMMMMM MEN 11 1
INIIIIIIIIIIIIIII mom ME minamommosomon
MEN M III MENEM
MEN MEMOS
mom mom
mom Illowas ME MENSEENEEN
NONa Olson 0 ON Emomommsmon
on in 1 0
man MMIMWmM mom amonsommommso
SENOR on MEMO M Emoolonsummom 0
MOORE 0 M III
MMMMMMMMWMMMMMMMMM1
MEMO
lion
MEMMMIMMM ON NEON
MENEM MEN
Emmons EMMEM
MEMORIES MEN MEMEME
No
MOMEMEM r
al IMMEMOMME annommom MEMO
NJ Immmommom No
MOMMERIIIIIIIII mom III NONE 0
0 No soon 0 MENEM 0
0 M No 0 NEI No
0 on MEMENNE No son ON
M 0 0 NONE M Noun M now mom No ON IN
M M 111 0 0 on MEN MEMO MEN
0 0 m 0 1111111111 M No IN EMIUM NONE so 0
a 0 MONROE 'Now SENOR M M MMMMMMM M
ME 0 M momommmommmmso SOMME 0 0
ME M
MEMI IN 0 0 a MEN ME M ME NEON SEEM 0 M
mom 0 0 SOMME 0 MMMMMENUM m MMME
smomemom an NOUN ME min m"MEMMEN 0
0
MM1MMMMMM EMENNE offmommoommai 0 ME
ME 0 SEE
on
onnommommmmom mom on 0 as
NO REMENE
mmmmm� MENMEM
IMMEM MENEM
SOMME
M MENEM
0 Run MONSOON
ONENESS mom

/Y
-,Wql
'I,
. . ... ... ..
I FP_
V
g4
Yom'
-,,A
�ia
Lr,
C�j
/Y
-,Wql
'I,
yr
V
Yom'
-,,A
�ia
Lr,
C�j
tiy f
01
k ow
441, WL."
4i
/Y
-,Wql

0

kn�
Any",
IL
A f MA
th
Vat

silo
qn
'�v
EM B
------ Ir
C't
AIO 7-C

IV. Waste Storage Structure for Manure for Milk Herd
A. Volume of Waste
Dairy cows are in the feedlot area approximately 34% of
the time. It is estimated that 500W of the manure produced
will be collected in the waste storage structure. The herd
will have access to a lounging area. Assume 50t of total
produced will be collected.
Volume = 80 cows*14.0---c S
fal/day* 60 days*1 cu. ft * 500
7.48 gal/cu ft
= 4,492 cu. ft
B. Sizing Waste Storage Structure for Manure
Manure will be stored on a concrete slab near the lot.
Manure will be stacked with a tractor. Earth embankment
will be constructed on three sides to confine waste on the
concrete.
The concrete slab will be sized to store manure 3 ft deep.
Try 401 * 401:
volume = 401 * 401 * 31 = 4,800 cu ft OK
C. Average Manure Stored per Year in the Structure
3 month winter period
30% * 80 cows * 14 gal/cow/day * 90 days 4,043 cu ft
7.48 gal/cu. ft
9 other months
505.1- * 80 cows * 14 gal/day/cow * 275 days 20,588 cu ft
7.48 gal/cu ft
V. Clean Water Exclusion
A. Diversions,
Clean water diversions will be constructed around waste
storage pond and storage structure. The District
Conservationist will design all diversions. Diversions
shall be designed to carry the 25 year - 24 hour runoff plus
capacity to store some sediment.

NAME -.-YATES WITHERSPOON.
AGREEMENT fl 36-1-116-68-03
DESIGN COMPLETED -5-8-96
DESIGN APPROVED DATE -5-8-96
CONTRUCTION APPROVED
DATE: BOOK# PG4
a-- in--ji-741-mm

;S -NC
Area 1
CONSTRUCTION SPECIrICATION
CONCRETE - WASTL FACILITY
YATES WI-IHERSPOON
1 . Scope
CONCRETE
July 1996
This' specification covers the quality of concrete, steel
reinforcement, the forming, placing, curing and other requirements
for concrete construction of simple slabs, low walls (not to
exceed 4 feet), curbing, aprons, ballast etc.
2. Definitions
In this specification, the "engineer" is the designated NRCS
representative. The "contractor" is the individual or company who
performs the construction.
3. Composition
Concrete shall be posed of Portland cement, fine and coarse
aggregates, wate r rnmd, when specified, air -entrainment, set
,tardant or other �idmixtures. These materials shall conform to
a"following requirements:
Portla nd Cement - Portland cement shall meet the requirements of
ASTM.�,, Sp-ecificat�ion C-150 for Type 1 cement unless otherwise
specified. Cement shall be properly stored and protected from
weather, dampness or other destructive agent. Any cement which is
damaged will be rejected and not permitted to be used in the work.
Aggre . pate - Fine aggregate shall meet the requirements of N.C.
Department of Transportation (DOT) standard size number 28.
Coarse'aggregate shall be N.C. DOT size number 57 or 67.
Water - Water shall be clean and free from oil, salt, acid,
alkali, organic matter or other harmful substances.
4. Design Mix
The contraotor shall designIate the design mix and submit it to thc-
engineer for apiproval prior to placement of any concrete. Unless
authorized by the engineer, the concrete mix will meet the
following guidelines for a cubic yard of concrete:
Cement
Coarse aggregate
Fine aggregate
Water
5b4 lbs. minimum - (6 bags)
1850 lbs. maximum
1450 lbs. maximum
b gal./bag of cem��-nt
maximum -(-`-'b ga-IS)

NRCS-NC CONCRETE
Area 1 Page 2 july 1096
The contractor will submit evidence as required by the engineer,
showing that the concrete ingredients comply with the requirements
of this specification.
After the design mix has been approved, no change in the source,
character, or grading of the materials shall bo made without due
notice to the engineer. No new aggregate, nor any aggregate found
to differ in quality or properties from the materials on which the
design mix has been based shall be used until the engineer has
determined its conformity with specification and has approved a
new design mix based on the new or altered material.
5. Consistency
The amount of water used in the concrete shall be the minimum
necessary to obtain the required workability. In no case shall
the water content exceed the amount designated in the design mix.
The consistency of the concrete shall be such that is can oe
worked readily into the corners and angles of the forms and around
reinforcement with the method of placing employed on the work, but
without permitting the materials to segregate or excess free water
to collect on the surface. The free water contained in the
aggregate must be considered as a part of the mixing water in,
computing the water content.
The slump shall be between 2 and 4 inches when tcctcd W "Tho Tcat
for Slump of Portland Cement, Concrete," AUM MciSnaviOn U-140-
6. Mixers anad Mixing
Concrete may be furnished by totch mixing at the sitc cf
by ready -mix methods. The mixino cquipmcnt shall tc caPajlc Of
combining the aggragatc, ccment and %-:atcr into a uniform mixturc
and of discharging this mixturc y1thout ocgnegation.
When the concrete is dclivOrcd in rcady_m" trucks, the dclivery
ticket must show the time of batching and the amount of each Of
the ingredients in the load.
7. Forml,
Materia . steel, or other approved
_al - Forms shall be of wood,
material.
Co struction - Forms shall be true to line and grado, mortar -tight
and sufficiently rigid to prcvent cbjectionablo

.4RCS-NC CUNCH E T L-_
Area 1 Page J i U -1 �' I (f
deformation under load. The form surfaces shall be smooth, free
from irregularities, dents, sags, or holes whcn used for
permanently exposed faces. All exposed joints, edges, and
external corners shall be chamfered unless otherwise directed or
indicated on the drawings. Bolts and rods used for internal ties
shall be so arranged that, when the forms. are removed, metal will
be not less than one (1) inch -from any concrete surface.
Coating - Forms for exposed surfaces shall be coated with a non-
staining form oil which shall be applied before the concreze is
placed. After oiling, surplus oil on the form surfaces ana any
oil on the reinforcing steel or other surfaces requiring bond with
the concrete shall be removed. Forms for unexposed surfaces ML,y
be thoroughly wetted in lieu of oiling immediately before the
placing of concrete, except that, in freezing weather, oil shall
be used.
Removal - All form removal shall be accomplished in such a manner
as to prevent injury to the concrete. Forms will not be removed
before the expiration of the minimum time indicated below except
where otherwise directed or specifically authorized.
Beams and deck -type slabs 14 daYs
Walls and slabs in contact with the ground 1:1 days
8. Embedded Items
Before concrete is placed, all embedded items will be firmly and
securely fastened in place as indicated on the drawings, Embedded
items shall be free of oil and other foreign matter.
9. Steel Reinforcement
All reinforcement shall be free from flaky rust, oil, grease,
paint or other substance which would impair the bond between
concrete and steel.
Steel bars for concrete reinforcement shall be deformed billet -
steels bars, conforming to ASTM Specification A -61b, Grade 40.
Welded steel'wire fabric shall conform to the requirements of AbfM
Specifi-cation A-165.
Reinforcement shall be accurately placed and secured in position
in a manner that will prevent its displacement during placement of
the concrete. Splices of reinforcing bars shall provide an
overlap equal to at -least 310 times the

NRCS-NC COriCRL f L
Area 1 Page 4 July 1JOU
diameter of the smaller, bar in the splice. Welded wire fabric
shall be lapped as directed by the engineer.
10. Conveying
Concrete shall be conveyed from mixer to forms as rapidly cis
practicable by methods which will prevent segregation or loss Of
ingredients. There shall be no vertical drop greater than five
(5) feet except where suitable equipment is provided to prevent
segregation and where specifically authorized.
No concrete shall be placed until the engineer has given his
approval of the subgrade, forms and reinforcing steel in place.
No concrete shall be placed until the engineer or his
representative is present. The contractor shall notify the
engineer of his intention to pour at least 24 hours in advance.
Before any concrete is placed, the forms and subgrade shall be
free of chips, dirt, sawdust, or other extraneous materials.
11. Placing
General - Concrete shall be worked into the corners and ang-1cG of
the forms and around all reinforcement and embedded items without
permitting the materials to segregate. concrote shall be placed
within one and one-half.._(1-1 112.) hours after the introduction of
the cement to the water and aggregates.
Concrete, when deposited in the forms during hot weather, will
have a temperature not greater than 9ooF at the 'time of placement.
Ice may be used as a portion of the mixing water to control
temperatures provided all ice is melted in the mixing process.
(See note 6 page 7).
Concrete, when deposited in the forms during cold weather, will
have a temperature not less than 40OF nor more that 800F. The
aggregate and mixing water may be heated to control the concrete
temperature; however, the"teriperature of neither aggregates nor
mixing water*.,shall be more than 100oF just prior to fnixing. The
materials shall be free from ice, snow and fro-zen lumps before
entering the mixer.
Concrete shall be deposited as close as possible to ito, final
position in the forms, The depositing of concrete shall b��?
regulated so the concrete may be consolidated with a minimum
lateral movement. Concrete shall be consolidated with the aid of
mechanical vibrating equipment supplemented by hand -spading and
rodding, Vibrating equipment shall be of the internal typo and
shall at all times be adequate to properly consolidate all

.qRCS-NC C ON C R El E
Area 1 Page 5 July IIJ96
concrete. All concrete -placing equipment and methods shall be
subject to approval.
Concrete on Earth Foundation - Unle
engineer all concrete shall be plac
which are free from frost, ice, sta
Concrete shall not be placed upon s
upon fill that has not been subject
tamping. Where concrete is to be p
must be taken to prepare a damp, mo
12. Construction joints
ss otherwise authorized by the
ed upon clean, damp surfaces
nding or running water.
oft mud, dried porous earth, or
to approved rolling and
laced on dry surfaces, action
ist surface prior to placing.
The -placing of concrete will be accomplished so that construction
joints occur at locations shown on the plans or as approved. As a
lift is completed, the top surface shall be immediately and
carefully protected from any condition that will adversely affect
the hardening of the concrete. Joints shall be clean and ker)t
damp until the new concrete is placed.
13. Expansion or Contraction Joints
General - Joints shall be provided at the locations indicated on
the drawings and according to the details shown or as otherwise
approved. The methods and materials used shall be subject to
approval by the engineer. 1n no case shall any fixed metal,
embedded in concrete, be continuous through an expansion or
contraction joint, except as specifically detailed in the
drawings. Place expansion joint at 30' intervals or less.
14. Finishing
Defective concrete, honeycombed a
of the forms and ties and ridges
repaired immediately after the re
authorized or directed. Voids le
be reamed and completely filled w
shall be -repaired by cuttIng out
placing,new ooncrete which shall
or anchors. Excessive rubbing of
permitted. All unformed surfaces
completed work, shall have a wood
mortar.
reas, voids left by the removal
on all concrete surfaces shall be
moval of forms unless otherwise
ft by removal of tie rods shall
ith mortar. Defective concrete
the unsatisfactory material and
be secured with keys, dovetails,
formed surfaces will not be
of concrete, exposed in the
float finish without additional
15. Curing
Concrete shall be protected from excessive drying for a curing
period of at least 7 days after it is placed. Exposed surfaces
shall be kept continuously moist for the entire period or until

NRCS-NC CONCRETE
Area 1 Page 6 July 199b
curing compound is applied as specified below. Moisture shall be
maintained by sprinkling, flooding or fog spraying, or by covering
with continuously moistened canvas, cloth mats, straw, sand or
other approved material. Wood forms (except plywood) left in
place during the curing period shall be kept wet. Formed surfacc�
shall be thoroughly wetted immediately after forms are removed and
shall be kept wet until patching and repaired are completed.
Water or covering shall be applied in such a way that the concreto
surface is not eroded or otherwise damaged. Except for
construction joint surfacas, concrete may be coated with an
approved curing compound in lieu of the continued application of
moisture.
The compound shall be sprayed on the moist concrete nuFfaccs no
soon as free water has disappeared, but shall not bc applicd to
any surface until patching, repairs and finishing of 0hat furfacc
are completed.
The curing compound shall be thoroughly mixcd immediately before
applying, and shall be applied at a uniform rate of not less that)
one gallon per 150 square feet of surfaces. It shall form a
uniform, continuous, adherent fim that shall not check, crack or
peel, and shall be free from pin holes or other imperfections.
Curing compound shall not be applied to surfaces requiring bond
with subsequently placed concrete, such as construction joints,
shear plates, reinforcing steel and other embedded items.
Surfaces subjected to heavy rainfall or running water within :�
hours after the compound has been applied, or surfaces damaged by
subsequent construction operations during the curing period shall
be resprayed in the same manner as for the original applications,
During cold weather, the air and forms in contact with the
concrete shall be maintained at temperatures above forty (40)
degrees for at least five (5) days and at a temperature above
freezing for the remainder of the specified curing period.
Concrete, permitted to be"cured with -curing compounds, shall be
provided -the same protection against freezing and low temperatures
as provided herein. No fire of excessive heat shall be permitted
near or in direct contact with concrete at any time.
ITEMS OF WORK AND GOWSTRUCTION DCTAILS
Items of worR to be performed in conformance with thQ;
specification and the construction details therefore are:
(1) This item shall consist of furnishing materials, tools and
labor to install, finish and properly cure the concrete.

JRCS-NC CONCRETE
Area 1 Page 7 July 199b
(2) An adequate supply of clean water shall be available prior to
and during the pouring process and all surfaces will be kept
moist and clean.
(3) Concrete shall be formed and finished to the neat -lines and
grades shown on the drawings.
(4) Concrete design mix shall provide a minimum of 3000 Psi
compressive strength at 28 days.
(5) Slump of all concrete delivered to the site shall be between
2.5 and 4.0 inches when tested by "The Test for Slump of
Portland Cement Concrete," ASTM Designation
C-143.
(6) Air entrainment admixture shall be added to provide 4% to
6% entrained air at the site. If concrete cannot reach the
site within 45 minutes from the batch plant a set retardant or
super plasticizer admixture may be required. in no case shall
water be added to the concrete mix enroute to the site or at
the site without express approval by the engineer.
(7) Concrete shall be vibrate to assure proper consolidation in
all corners and around all embedded items.
(8) Curing compound shall be available at the site prior to
delivery of concrete.
WASTE STORAGE STRUCTURE - WOODEN FENCE
Install 11 - 6" x 6" x 8" pressure treated posts set on 4'
centers. Posts shall be set at a minimum depth of ��' in the
ground. 4" of concrete will be poured around the posts 'the length
of the wall. Install 24 - 2" x. 8" x 12' pressure treated boards
flush to create the wall. The first 6 rows of boards shall be
flush, beginning at the concrete, with the last (seventh) row
centered in the remaining top space.
EXPANDED,CONCRETE LOT - WOODEN FENCE
The wooden fence shall consist of 2" x 8" treated lumber supported
by post 8 feet on center. Spacing of the boards will be (from the
ground to the top of each board) 14", 28", 42", 56". Two !rich
boards shall be nailed with 2 16d nails per post.
Wooden Posts
The fence shall be supported by line posts, spaced 8 feet apart.
Posts shall be 6 feet long and set 3 feet in the ground. Wood

NRCS-NC CONCRETE
Area 1 Page 8 July 1996
posts and braces shall be of black locust, red cedar, osage
orange, redwood, pressure treated pine or other wood of equal life
and strength. At least half the diameter of red cedar or redwood
posts shall be in heartwood. Pressure treatment shall conform to
Materials Specifications 585. The posts shall be sound, new, f-ree
of decay, with all limbs trimmed substantially straight throughout
their length. Anchor posts shall be used any time there is a
curve creating an angle less than 160 degrees in the fence line.
Setting Posts
All posts shall be set and maintained in a vertical position.
Posts may be hand set or set with a post driver. If hand set, all
backfilled material shall be 'thoroughly tamped. Post holes shall
be at least 6 inches larger than the diameter or side dimension of
the posts. If power driven, wood posts shall be sharpened to a
dull point.
Earth backfill around posts shall be thoroughly tamped in layers
no thicker than 4 inches and shall completely fill the post hole
up to the ground surface. Concrete backfill around posts shall be
rodded into place in layers not thicker than 12 inches and shall
completely fill the post hole up to the ground surface. Backfill,
either earth or concrete, shall be crowned up around posts at tile
ground surface.
No stress shall be applied to posts set in concrete until at least
24 hours after the concrete has set.
Bill Of Materials - Wooden Fence
See plan map for locations of waste storage structure fence and
livestock fence around concrete lot.
6" x 6" posts, 8' long
- 2'? x 8," boards
�,W linear feet of waste storage structure wooden fence
�'k
'--�W-4'linear feet of livestock wooden fence
14' gate, / A"- 12' gate

OC
cr IJI
66-

VJ,S.S. A�JD Ll XK WOODEij FS�JCC
Z x 8 boarts
0-.- ocm
s 1 cpe oF dcr-. o"xG"Xs pcsts
POSTS
1 * 4 ft �.C. ft D.C.
in
C�l
L
W. S. 5. Femce c r 1 -lvestcclk --eri e 0 's ce c� h-s.s�
D:cce exccvcted d�r+ on
0- v-S.S. D 7 L-1
EAI\ I i I
T P
CONCR I- CURB
SE'CTrOM VIEW
NO SCALE

CGNfFlUTAT;L)N SHEET U, S. DEPA R TMEN T OF A G.Rl �- UL I U i-,lE
SCS -ENG -522A -OIL CONSERVATION SERVICE
Alev. CP0 :;�'y
S TA TE PROJECT
Iq - C. I �.,4 o n
ay CME
TE
-) . )L- 9 L
ICHECKED BY
-v-
TA TE
JOB NO� ,I
SUBJECT
--7T
-PCs
. .. ..... ..... i
SHEET
. . ....... . ....
MEN
ONE
Ml
M
NONE
M
m
M
0
00
M..
LWW�
N
WEsa
MIM
m
ME
Elm
oil
�lm
ME
M
M
==-
oil
mmmmm
No
ELIO
MEN
0
ml
ME
III
In
ME
loom
0
NONE
ME
WEEMEM
MMI
LM
M
no
No
No
NOWN
INN
0
No
No
MEN
ME
Emmormommmm-
T�L E,(AUA�.-,t-0-200-624

0 Z
Q1%

V V? 1-791.
d��Nl 'A "NO -IN& T
(N P& s 1 'IN
I v A�

United States
partment of
.Xiculture
Natural Resources Room 202, Fed. Buldg.
Conservation 146 North Main Street
Service Rutherfordton, NC 28139
April 16, 1997
Subject: Eng - Yates Witherspoon Irrigation
Waste Management System
To: David Freeman, Resource Conservationist, Gaston Co.
Shawn Smith, District Conservationist, NRCS
T reviewed the irrigation design by Johnson and Company irrigation
les. The design was nearly complete on March 11, 1997 with the
.ception of a few minor details needed on the drawings. The design
appears to meet NRCS standards for a waste irrigation system.
Samuel C. Bingham
Civil Engineer
Enclosure:

RECEIVED JUN' -- 2 S138
'-lited States Natural Resources Room 202, Fed. Buldg.
partment of Conservation 146 North Main Street
.-,griculture Service Rutherfordton, NC 28139
May 29, 1998
Subject: Yates Witherspoon Dairy
Irrigation Installation Approval
Agreement #36-96-68-03
To: Shawn Smith, District Conservationist
Rob Gordon, Natural Resource Conservationist
I understand from discussions with Rob Gordon that Johnson & Company
Irrigation Sales, Inc. installed Yates Witherspoon's irrigation system.
Work was completed in November 1997 and Henry Johnson, Jr. certified
that system was installed on 12-18-97 on the Animal Waste Management
Plan Certification.
I have not seen final invoice for installed system but it should be
milar to estimated cost in the design. Installation of Item 9,
cigation System in cost share contract should be considered approved
-ased on above certification from Henry Johnson, Jr.
Samuel C. Bingham
Civil Engineer

OPERATION AND NL41NTENANCE
URRIGATION SYSTEM
RTFHERSPOON DAIRY
System Start -Up:
1. Attach pipe and gun to hydrant (see map for locations).
2. Prime pump.
3. Start pump motor.
4. Open pump discharge gate v,,tIve.
5. Evacuate all air from system lines.
6. Open pump discharge gate fully.
System Shut -Down:
1. Turn off pump motor.
2. Close discharge gate valve.
3. Remove pipe and gun from hydrant.
4� Move pipe and gun to next position.
Winterization:
1. Open all drains in the system. (pump and PVC lines)
2. Open ground entry gate valve and pour in a small amount of anti -freeze.
3. Leave ground entry gate valve slightly open.
4. After water has been evacuated from the PVC lines, close the drain valves.
Maintenance:
1. Follow all maintenance schedules supplied with the system. (pump)
2. Grease hydrant sterns annually.
3. Replace any worn gaskets or parts when needed.
Flushing:
1. Flushing must be done after a pumping sequence.
2. Using a pipeline to obtain fresh water from the farm pond, flush the system.
3. Attach the pipeline to the back of the slurry pump.
4. Run the system until the lines are flushed and the water is cleat.

JOHNSON & COMPANY IRRIGATION SALES,INC.
P'c
9OX 122 - ADVANCE, N.C. 27006
N.
00)222-2691 [phone]
CUSTOMER:
YATES WITHERSPOON
DATE: 02-17-97
ADRERESS: 610 ST. MARKS CHURCH RD.
DAIRY WASTE IRRIGATION
CHERRYVILLE, N.C. 28021
ITEM
TYPE
UNIT
TOTAL
NO.
DESCRIPTION QUANITY
UNIT
PRICE
PRICE
I
ALUM. SUCTION 6"x 30'
1
EA.
$247.50
$247.50
2
SLURRY STRAINER 6''
1
EA.
$240.00
$240.00
3
PVC FLOAT 6"x 10'
2
EA.
$65.00
$130.00
4
SUCT. CLAMP
4
EA.
$8.50
$34.00
5
COMP. FLANGE 6''
1
EA.
$19.73
$19.73
6
PVC NIPPLE 606''
2
EA.
$12.60
$25.20
7
FLANGED GATE VALVE 6''
1
EA,
$182.87
$182.87
8
SCH.80 PVC TEE 6"x4''
I
EA.
$48.94
$48.94
9
PVC FKANGE 6''
2
EA.
$19.73
$39.46
10
BOLT & GASKET SET 6''
2
EA.
$6.43
$12.86
11
ECC. REDUCER 6"xa" FL.x MPT
I
EA.
$68-30
$68.30
12
PVC BALL VALVE 1112''
1
EA,
$19.42
$19.42
la
PVC UNION 1112''
1
EA.
$6.54
$6.54
14
PVC ELL 1112''
3
EA.
$0.64
$1.92
15
PVC MALE ADAPTER 1112''
2
EA.
$0.50
$1.00
16
'OTECK PRIMER #700
1
EA.
$221.00
$221.00
17
-RKLEY B21/2ZPL - 20HP
I
EA.
$1,9S3.75
$1,9S3.75
18
GAL, NIPPLE 2112"X 4''
1
EA.
$3.38
$3.38
19
GAL. TEE 3''
1
EA.
$8.97
$8.97
20
GAL, BUSH. 3"x2l/2''
I
EA.
$3.76
$0.76
21
GAL. BUSH 3"x2''
I
EA.
$3-76
$3.76
22
PVC NIPPLE 244''
1
EA.
$1.49
$1.49
23
AIR/VACUMN RELIEF 2''
4
EA.
$27.00
$108.00
24
GAL- NIPPLE 346''
1
EA.
$6,85
$6.85
25
PRIMING VALVE 3"x4''
I
EA.
$205.50
$205.50
26
PVC NIPPLE 4"x 6''
1
EA.
$7.51
$7.51
27
PVC FLANGE 4''
4
EA.
$12.54
$50.16
20
FLANGED KATE VALVE 4''
2
EA.
$131.22
$262.44
29
BOLT & GASKET SET 4''
4
EA.
$4.32
$17.28
30
EPDXY HYDRANf 6"X36"w/2n OUTLET
3
EA�
$171.28
$513.84
31
PVC FLANGE 2''
2
EA.
$5.81
$11,62
32
BOLT & GASKFT SET 2''
1
EA.
$105
$1.85
33
PVC BUSH 201''
1
EA-
$1,60
$1.60
34
PVC TEE 141/2" SxT
1
EA.
$1.65
$1�65
35
PVC BUSH 1"xl/2" SxT
1
EA.
$1.19
11.19
36
LOW PRESS/HIGH PRESS SHUT DOWN
I
EA.
$178.00
$178�00
37
PRESS. GAUGE L/F 1004
2
EA,
$22-60
$45.20
34
PVP NIPPLE T/2"x4''
1
EA.
$0-46
$0.46
39
PVC ELL 112" TxT
1
EA.
$1.65
$1.65
40
PVC BUSHII/2"xl/4" TXT
2
EA.
$0.76
$1.52
41
"VC SCH.80 45 BEND 4''
1
EA.
$27.77
$27.77
4;
'C SCH.80 BUSH. 604"
1
EA�
$19.33
$19.3''1
43
KVC SCH.80 ELL 6''
2
EA.
$2900
$58.20
44
BERKLEY B2TPMS-SHP-3PH PUMP
I
EA.
$1,263.7S
$1,263.75

4
LA -IM. SUCTION 4"x 20' w/,SCREEN
I
EA.
$180.00
$180.00
4�_
_�PDXY PLUG 6"
1
EA.
$28.54
$28-54
47
ECC_ REDUCER 4"Y 2112"
1
EA.
$40�27
$40,27
48
BALL- VALVE 11/4"
1
EA,
$13.86
$13.86
49
PROTECK PRIMER #7
1
EA.
$120.00
$120-00
50
Gf)[.-. NIPPLE 2"x 3"
1
EA�
$1.65
$1,6S
51
PVC: SCH.80 TEE 3"
1
EA.
$12.37
$12 �37
�,2
PVC SCH-80 3"x2" SXT
1
EA.
$14.59
$14.59
5.'.�
PVC SCH. 90 BUSH. 3"xll/4"
I
EA.
$14.S9
$14.59
54
PVC FLANGE 3"
2
EA.
$9.92
$19.84
55
BOLT & GASKET SET 3"
1
EA.
$2.S3
$2-S3
56
BRASS GATE VALVE _311
I
EA.
$52.24
$52.24
5�
BRASS CHECK VALVE 3"
1
EA.
$70.40
$70.40
51�
PVC NIPPLE 3"x4"
4
EA.
$S. 52
$22-08
59
PVC� SCH.80 ELL 3"
1
EA.
$6.73
$6 . 7 3
60
PVC SCH.80 BUSH. 4"x3"
1
EA.
$13.91
$13�91
61
PVC SCH. 80 ELL 4"
3
EA.
$10.23
$30 _69
62
PVC SCH.80 TEE 4"x2"
3
EA�
$18.24
$54�72
63
PVC BALL VALVE 2"
7
EA.
$29.80
$208.60
64
VALVE BOX 10"
3
EA.
$14.80
$44.40
65
PVC CLI60 PIPE 4"
220
FT.
$0.91
$200-20
66
PVC CL160 PIPE 6"
1200
FT.
$1.96
$2,352.00
67
PVC SCH�90 TEE 4"Y21;
2
EA.
$13-91
$27-82
68
PVC SCH.80 45 BEND 6"
1
EA�
$34.97
$34.97
69
IDVC SCH.80 TEE 4"
1
EA.
$14.33
$14.33
7(
�)LVE CjPENING ELL 6"x4"
1
EA.
$104.88
$104.88
71
-,UMP :,fART TIMER
I
EA.
$76.00
$76.00
72
ALUrl- PIPE 411
1020
FT�
$2.36
$2,407.20
ALI.R1. ELL- 4"
1
EA.
$44.46
$44.46
74
ALUM. VALVE 'IEE 4"
1
EA.
$105.21
$ 10 5 .2-11
75
ALUM. VALVE OPENING ELL 4"X311
1
EA.
$67.76
$67.76
76
ALUM. END PLUG 4"
1
EA.
$20.82
$42'0 . 8 2
77
CIR. LOC C -LAMP 4"
3S
EA.
$8.77
$306.95
70
ALUM. ADAPTER 3" C/L x MPT
I
EA ,
$43.28
$43.28
7,)
C i R . L 0C C L AMP 3
1
EA.
$7.55
$ 7 . S 5
8 0
f -i U N C A R T
I
EA.
$410.00
$410.00
81
NLL',-�ON 0 100 GUN SPRINKLER
I
EA.
$519.71
$519�71
82
PVC CEMENT
1
GL.
$41.92
$41.9-21"
8 `�
PV(� PREMER
I
GL.
$30.36
$30.36
84
TEFLON TAPE
3
RL.
$1.25
$3.7-5
8,L:',
PUMP STARTER 20HP-3PH
I
EA.
$696.47
$696.47
86
PUMP STARTER SHP-3PH
1
EA.
$412.98
$412.98
87
PVC SCH.80 TEE 6"x3"
1
EA.
$36.44
$36.44
SUB TOTAL $14,976.29
SALES TAX 1% $149.76
TOTAL MAT. $15,126.05
INSTALLATION $3,900.00
TOTAL $19,026.05

I NOTES:
I . MATERIALS ARE ES[lMATED FROM PLANS DATED 02-21-97 AND MAY VARY
SOMEWHAT DURING INSTALLATION. OWNER SHALL BE INVOICED FOR ACTUAL
QUANTITY OF MA'fERIALS INSTALLED.
2. JOHNSON & COMPANY SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT
1-0 INSTALL ALL PIPE LINE, FITTINGS, PUMP, AND VALVES.
3. IF MATERIAL IS ENCOUNTERED WHICH CANNOT BE TRENCHED BY JOHNSON & COMPANY
FOUIPMENT ( ' ROCK), (ANY ADDITIONAL EXPENSE SHALL BE THE RESPONSIDILITY
C) 17 1 -1 -IF OWNER INSTALLATION
6. MATERIALS SHALL BE PAID FOR UPON DELIVERY TO THE SITE
SHALL BE PATD FOR WITHIN 10 DAYS OF COMPLETION.
7. HAIF-RIAL PRICES ARF GOOD FOR 30 DAYS, AFTER 30 DAYS PRICES ARE
,Si..JRJECT TO (-�HANGE,

IRRIGA*nON SYSTEM DESIGN PARAMETERS
Landowner/operator Name. Z'J , 7)-�gs&CC)
Addmss: zo,/f) 5�— lvi�242 e--.elzlA -C-��
Telephone:
TABLE 1, - Field Specifications'
County:
Date: ;;-7 ��7
I Field
Nurnber2
Approximate
maximum
ustable Size
af Field3
acrps)
Soil Type
Slope
Crop($)
Maximum
Applir-ation
Rate +
(irt1hr)
Maximum
Apprication
per Irrigation
cycle4
f inches)
Cwnments
'Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the Field Office for field location(s).
"T otat field acreage minus required buffer areas.
4Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
r ararneters USDA-NRCI
page. North Cart

TABLE 3 - Solid Set Irrigation Gun Settings
IMake, Model and Type of Equipment. I
Field No
and
Une No'
Number of
Wetted
Oiameter
ffeet)
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
OPERATING PARAMETERS
Application Nozzle Operating operating
Rate Diameter Pressure Time
fin/hr) (inches) @) Gun (psi) Hydrant (h r
Comments
. ..........
'See attached map provided by the Field Office for field location(s).
2Show separate entries for each pipeline With hydrants in each field.
an Parameters USDA -NRI -
r 1995 North Ci

TABLE 2 Traveling Irrigation Gun Settings
�Iake, Model and Type of Equipment:
Field No'
and
Hydrant No 2
Travel
Speed
(ft/min)
Application
Rate
(in1hr)
TRAVEL LANE
E�ffective Eftective
Width fft) Len
Wetted
Diameter
(feet)
EQUIPMENT SE-MNGS
Nozzle Operating Operating
Diameter Pressure Pressure Are
(inches) Gun (psi) @ Reel (psi) Patteml Comments
'See attached map provided by the Field Office for field location(s).
2 Show separate entries for each hydrant location in each field.
-'Use the following abbreviations forjadous arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (haif circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.
Pararneters USDA -NRC'
1996 page North Cari

TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Biock 1.5, pecifi cations'
Designer may provide thrust biock details on separate sneei.
I THRUSTELOCK
LOCATION I AREA (sq- ft.)
90* Bend
Tee
15Z
ISte USDA-NRCS Field Office TctlLnical Guidt, Seclion �TV, Praciice Code 430 -DD.
USDA-NRCF
North Cart
.995 page.
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
Operating Pressure at Pump (psi)
Design Precipitation Rate (irL'hr)
Hose Length (leet)
xxxxxxxx
type of Speed Compensation
xxxxxxxx
pumpType (PTO. 1�nginc, Electric)
runrip rower Requirement (hp)
TABLE 5 - Thrust Biock 1.5, pecifi cations'
Designer may provide thrust biock details on separate sneei.
I THRUSTELOCK
LOCATION I AREA (sq- ft.)
90* Bend
Tee
15Z
ISte USDA-NRCS Field Office TctlLnical Guidt, Seclion �TV, Praciice Code 430 -DD.
USDA-NRCF
North Cart
.995 page.

Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
REQUIRED DOCUMENTATION
The followinf, details of desi-n and materials must accompany all irrigation designs:
1. A scale drawinz of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thr-ust block
locations and bufficr areas where applicable.
2, Assumptions and computations for determining total dynan-Lic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4, Sources and/or calculations used for determining application rates,
5� Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430 -DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip Z Sl�f-eet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
-)n Parameters USDA -NRC'
r 1995 pag North Cart

NARRATIVE OF 1PRIGATLON SYSTEM OPE40TION
We apprafor shall first aWalv the hAding pond unrdl the wast -
has a maximum of 2% solids content.
the operator shall then Mck all manual drain valv"& to assure
the valves are cLoAed-
3. Then saL out On tirsL aluminum jatcy6l, setting up the gun
sprinkJev an the far and ot ths lateral.
a, open the 4" hydrant gate valvo and the 4" valve opening ell at the
gun spr inklev .
s, over Yids the low pressure shuLdown switch to start the pump,
6- pavtially open the 4" gate va[va at, the pump. prime and start
[he pump. onan liquid begins to discharge from the gun, hegin
h, 4" ,t, ,Ive until pressupe on the discharg,��
gauge leads the correct pressure fnr the gun setting in use.
(Each gun set -Ling. due to pipe friction loss and elevation. will
run at a slightly different pressuve at the pump discharge to hav��,
a pyessure of SO Psi at Lhe discharge of the gun. The pressure for
each netting shall ��)e determined when the sy,--,tem is first run.)
7, Set We time switch to shut the pump down after 3,3 hours.
6 uhack the gun in the fiejd to asnur& XOPey operation and that
no runoff is occuring. RECHECK FREQUENTLY FOR PROPER OPERATION.
0 Aftev wach setting has run. shut down the 4" vallve opening AJ and
move the gun to the nook set"P on Me lateral, Once all settings
an that j,t,,,j compjetv, move I" lateral to nevr hydrant.
I At the completion of each days irrigation, shut the o" suction
gate valve and open the 4" flush gate valve. prime and start the
flush pump. then restart the main pump. Thoughly flush all tines
used during the day's aparaLinn.
I,. When all irripaLion has been completed, thooghly Qunh all lines
Removo oll lateral pipino from the field and open all Manual drains-

jlFW 4C "4'
Ar
L'6
-,i: Z^ 0
.W
4;7
Al
17- l
L
V�.
10
is 4
x,
"4'
ip
j
V,
A;X
779

C
C'OMPANY T F,' F? I G A T IC) N L r- I N C,
V E
ADVANC N C . 2,7006
0 0
4, 2691 0 )998-5621
.1 [,--' C.- I . Y o'['[.-- I H F R S P 0 C) N [)A I E : rl(-)v , I F, , if:) 9�-,
L 6 1, 0 MoRK�, CHURCH RD DAIRY FARM
W- R Rl Y V I I.. I E r PUMP C: Pit- C UL. Al I ONS
RE QU I RE 11 p F () U lip. 17, D
I -� F 5 C, R i p T I N HEAD ( Fl
o i8l,-, crm
- -P P
E
r-wOVF W(6 'r 0 [R F�
-1 Ul I I C) c 5. E '17
1-:11Y 1 1011 r--,jPjN(,-t
fl�.JHP PIP11,11"i
1, "1 o I �, .11- 111 F Pl [ J 11
PIPING
1*,"LER RISEP
AD.1, (JF FRI1.1-TI(IN 1-05' FOR 2%
IWN� Pl-W)TREL-) P p L -S �;
Pt.)ND
Sol- I DS ( 2 S%
138 . 60
-13 .00
1 .00
.40
3 T-)
2
4 .67
17:3 9 0
6n. ()()
-S -63
Z,
4 19
75 - 3 1

CAPACITY IN U.S. GALLONS PER MINUTE
C-8477 nosed on 1'-3723 Supersedes C-9477 naied 3-6-79 c3.,. 6-20-85
MODEL B 2/2TP
Come: Materlot C-1. Wt. No. LO 1027 M,,h.N,. L01027 NomInal R.P.m. 3600 cyc
Impeller: malerlol C-1. patt. No, M02691 Mch.No. See BelowDl.. 9" (Full) Based on Fresh Water Oa 800 F,
Maximum Working Pressure: 250 PSI
NPS11R
...........
'NO
MP.E L�LER
.. ........... - . M. -
ACI I
lip
— ------ ------ .......
20
07678
25— �0164,
3 0 07680
T' 350
. ........ ... .....
�,j
V 7:�
iz-,ti IG N ��Y
300
8-7/ j bi
5 H
< 250 ------ -------
7- D6 ... ... .......... . .. ....
z 7j
cl
200 .....
------------
6
0
. . . . . . . . . . . . . .
150 40,
0: - ----------- ------------
0
50 - - - - - - - - - - 7 - - - - - - - - - - - - - — . . . . . .
. . . . . . . . . . . . . . . . . .
0 __j - - - - - - - -
0 100 3-00- 400 500
CAPACITY IN U.S. GALLONS PER MINUTE
C-5040 Brord nn Supersedes C-5040 opim 5-1-70
- ru mop
Lip Tc Z 11/5,v
VA CLa-A10,R
000
i4Z -6 TO) D
Date B-16-85
MODEL62-LZpj
2
P 0- 00
r-C)HE'o To Acco"wop%1Z
'8 <
IA/AT�Ek7 % FLA NP�? LXr-AcTWR*`6'-
5% CORVE -REZae.-Modif

4) eg;)
z,':x
�01 "//L-
4ry
EJQO IJ - F7.
T Ll
zl�-4p
C�l
Ap, Z -
I d�,---);D
.Z-j�-Fq
Pv�) I-xazrope. "J
r-7, �O I �S-L
r6q
OA,
,0,5
I)q
107
C�?
ICY
, C),3
7-
I bli
m
r P5,
ED
,2-1
IC3
,CZ -
104P
lc�
.03
, CA,
101
'/�22
,ij r-

Z1.
\4z-�
71
113
Zz�, 37
?�o
-Z
cl
CC,
L�x
100-1,
\4z-�
71
113
Zz�, 37
?�o
-Z
cl

I BIG GUN@ PERFORMANCE TABLES US. UNITS I
100 SERIES BIG GUNS — 240 TRAJECTORY"
10 T TAPER BORE NOZZLES ra
,Avanaoie omy wim i-iuu a bmiuu.
Nozzle
Nozzle
Ozzie
Nozzle
Nozzle
N
Nozzle
Nozzl;---?T—
.86 RING .09 RING
zle
Ring
- .5-
GPM DJA GPM DiA
*561
GPM DIA
86,
$5"
.7"
40
75�16
1
4.
134 238
25,
(
'g.
1.0"
��
P.S.I.
GPM
DIA.
GPM
DIA.
GPIN
DIA.
GPM
DIA.
GPM
DIATGPM-�
94 255
DIA.
GPM
DIA.
GPM
DIA4 I
GPM DIA.
GPM
DIA.
50
60
205'
64
21.5-
74
225'—
..- - — -
65�
-106
246'
1_1*5
256' 1
130
265-
1 150
j7j;
00'
204
300'
-- 70 .
SO
225'
'
is
238'
88
250'
103
26T
126
555'
7W,'
7 115�w J911W
1—i Fs— -j-9-w-F
177
302' 1
1 lor
243
338,
- -
90
—
N
I
24V
83
266'
100
270'
117'
283'
135
295'
155
306'
1 175_
315'
4j"
!3 335r
274
362'
796
535,
-1
-
1,90,
100
14
186
320'
i3i
3
2100
360'
M6
no
41M
400'
265'
92#278
1
2'e,
i
ill-
i66-,
F i2s
44 5'
" —
-2-55
465'
56
485'
655
—
755
540;
17
3D4
380,
,Avanaoie omy wim i-iuu a bmiuu.
Ring
Nozzle
GPM1'I'DW
100 R RING NOZZLES
Nozzle
13,
GPM DIA.
Ain
PSI
.71 RING
.77 RING .81 RING
.86 RING .09 RING
.93 RING
Ring
GPM WA
GPM DJA GPM DiA
GPM ()IA GPM DLA
GPM DIA
86,
.97"
"p
40
65 208
78 212 91 215
103 224 110 235
134 238
W,
117W.WiM
1"WERM XWRW"
WIMM1111111 "Mm"Em
��
60
81 235
06 240 11D 245
125 260 141 270
164 276
DIA.
GPM
P
UP VINA
GPM
DIA,
1101
94 255
Ill 265 127 275
145 285 163 3W
189 WS
od,
"TYXIMM
1.611111"" IIVW1
MW111111111
,
w 100
105 270
124
162 305 182 320
212 325
..- - — -
60
"The diamelor of throw Is approximately 3% lass for the 21- trejeclory angle, 6% less for W
200'
160 SERIES BIG GUNS — 240
TRAJECTORY"
182
1SO T TAPER BORE NOZZLES
225
315,
IGO DN DIFFUSER NOZZLES
.96 RING 0.5 ON 0.8 ON 0.7 ON 0,8 ON
GPM DIA 11 GPM DIA I GPM DIA I GPM DIA I GPM DIA
MENEM.
"The diameter of throw Is dppr0k[MatOly 3% less for the 214 trajectory angle,
200 SERIES BIG GUNS — 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
PS.1,
Ring
Nozzle
GPM1'I'DW
Ring
Nozzle
13,
GPM DIA.
Ain
Nozzle
115,
GPM DIA.
Ring
RIn9
Nozz
1.75ie
GPM DIA.
1.9.
PM
G NozzleDIA.
Ring
Rin
86,
.97"
"p
1341'
..,q
I
P.S.I.
GPM .
DIA.
GPM
DIA.
GPM
DIA.
GPM
P
DIA.
GPM
DIA,
GPM
OtA.
GPM
DIA,
...
so
-F-- —
74-'. 0OWWRIM
"TYXIMM
vwm��
MW111111111
M
—
..- - — -
60
110
200'
143
281),
182
300,
225
315,
275
335'
3id
m.
I
36S. 1
485-
715
505,
855
53S'
1006
555'
7W,'
7 115�w J911W
F"F
so
126
2f10'
165
300,
210
320'
2 6WO
34G'
616
110_pj_�
go
3iF
445 .
395�
4j"
5
4W
B"IT-1
796
535,
-1
1,90,
100
14
186
320'
i3i
3
2100
360'
M6
no
41M
400'
1 500
415,
116 1
lv�"P
37D 425,
1
44 5'
" —
-2-55
465'
56
485'
655
—
755
540;
1 SO
560-
120
157
315,
7'2;�,337'1
wo,
1 320
380,
1 w
400,
1 465
420'
"The diameter of throw Is dppr0k[MatOly 3% less for the 214 trajectory angle,
200 SERIES BIG GUNS — 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
PS.1,
Nozzle
GPMlro5'0[A,
Nozzle
GPM1'I'DW
Nozzle
1.2"
GPM DIA,
Nozzle
13,
GPM DIA.
Nozzle
1.4.
GPM OIA.
Nozzle
115,
GPM DIA.
Nozzle
111
GPM DIA,
Nozz
1.75ie
GPM DIA.
1.9.
PM
G NozzleDIA.
70
210 360,
310
380,
355
395'
415
410'
480---
430'
565
450,
630
465'
755
4195-
890
15,
.
"TYXIMM
WON11111IM111
�IIIIIWIII
M
90
310 390'
350
410'
405
425'
475
445'
545
465-
625
485-
715
505,
855
53S'
1006
555'
7W,'
7 115�w J911W
F"F
,
1
--W
—
110_pj_�
340 410,
90
43731�45V
4j"
5
4W
B"IT-1
796
535,
1,90,
130
37D 425,
425
44 5'
485
465'
56
485'
655
515-
755
540;
1 SO
560-
1 1025
590'----j
lilO
13120--
24 R RING NOZZ L LES
The BIG GUN' performance data has been obtained under Ideal test condillons and may be olversely alfecled by wind, poor hydraul Ic entrance conditions or olhor factors.
("-j

V) AVIAIC,111011 MIU
Check rhe appri-)prhuebav
0 L'Xi-stillv fi'I�Jhtv with existing Wasle aonlicati n c uipmcnt (WUP or 1)
AlliIII'M %Vzlsto appliViTion equipmcnt specified in the plan ha5 been either field calibrited or
ev�aluated in accordance with exisling design chails and tables and is able to apply waste as
nr,cemary to accommodate the waste managenient plan: (existing application equipment can
cover the, %rea required by the, p4in at rates not to exceed either thr, specified hydraulic or
nutriont loriding rates, a schcdule for timing ot'applications ha� been established; required
buffers ctui be maintaincd and calibnation and adjustment guidance are contained as PM of the
plan).
'L --pxi�stif�qdlit �withp�utgds�fin, w�aste a �Vigjt�n
ew or ex an �r'd f��Icilit I �Ore _t�tu e (1)
Aniumil waste application eqUipment specified in the plan has been designed to apply waste as
necessary to occanu-nodate the waste nianagement plan-, (praposed application equipment can
co%,cr Oic. ttrca rcquircd by the plan tit rates not to exceed either the specified hydraulic or
mitriont loadin L
,g ratus, a schedulu for timing of applicatinns has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plall).
IJOM
Name of Technical Specialist (Picase Print): &&Kel
Affiliation-.
AddTess(Agcncy S�'g
) T -
Signature: Date:
III. Certification of Installation
A) Qqfle�tinn, Stgrage, Treatment Installation
New, -expanded or retro[tued fac—t
J"
Animal waste storage and treatmont structures, such zLs but not lirnitod to lagoons and ponds,
have been installed inaccordance with thc approved plan to meet or exceed (lie rrdniinum
.Standards and specifications,
For existing facilities lVithout retrofits, no certifkation is nece.�sary.
Name of Technical Specialist (Please Print):
Affiliatiow
Address(Agency):
0 Phone No.-
Sionature:
0
ANVC -- April 24, 1.990
Date:

STRE, AA M B A N HIC �
AOC
0"- "-"1 8
IF I
P R -- Pum! T �- �V j 4% "�� T - I
SYSTEM

w rr R crzseoot-� -bfngy
AME: -h— . . . ............ . ............
ro -
AGREEMENT NO:
-71
1)[,,Sl(.'N A1111110VED ijA'1'1," .-I --.-
CONSTIMCNION APPROVI'M DATI,
HEAVY USE AREA
PROTECTION (Ac.)
Code: 561

P g
;w. t_l
1,.ON�
C�l
Qk
ire: -
ON
q V�
,4MI
i�
MAP

HEAVY USE AREA-LIVESTOCK-YATES WITHERSPOON
NO. AND AREA AREA AREA TOTAL TOTAL TOTAL
ACRES WIDTH LENGTH DEPTH 8Q.YDS. CU.YDS TONS
MATERIALS LIST:
HEAVY USE AREA
ROLL DIMENSIONS
12, X 310,
FABRIC-GEOTECH
61.00 61.00 413.44
GRAVEL CRUSH RUN
58.00 58.00 0.583 373.78 72.64 130.75
0.00 0,00 0.00 0.00
GRAVEL FINES
58.00 58.00 0.084 373.78 10.47 18.84
0.00 0.00 0.00 0.00
TOT GRAV CR RUN 130.75
TOT GRAV FINES 18.84
GRADED AREA
65.00 70.00
GRADED AREA(ACRES)
0.10
FENCE LENGTH
0.00
ROCK RIP -RAP
0.00 0.00 0.00 0.00 0.00 0.00
All unsuitable material should be excavated and the
SPECIFICATIONS:
heavy use area filled with well graded crushed gravel
with a maximum particle size of 1.5 inch down to less
than 10 percent fines. Minimum depth to be - 7 T inches
Place a fine layer over the crushed gravel. Class 1
sand or screen lime can be used. Depth to be 1 inch.
Geotextile Fabric( Tensile -grab strength 120_) is to
use under the gravel to stablize the heavy use area.
See attached plans. Gravel shall be maintained at a
minimum depth of 8 inches, Any damaged geotextile
shall be patched and/or replaced as needed. Maintenance
shall be performed for a minimum life span of 10 years.
Compiled by: C.D. Parker Jr.
File: heavy-u.ss
OPERATOR: YATES WITHERSPOON TRACT: 316
cpi 12
Date: July 17 1997
Approved by: Dagn,� Date:
CONSTRUCTION CHECK:
WIDTH LENGTH DEPTH TONS
GRAVEL
WIDTH LENGTH SQ.YDS
FABRIC 0.00
WIDTH LENGTH ACRES
GRADING 0.00
"ONSTRUCTION CHECK
BY:
DATE:
L4

CONSTRUCTION SPECIFICATIONS
HEAVY USE AREA AT FEEDLOT
YATES WITHERSPOON DAIRY
Placetutut of Filter Cloth
-fbe fabric filter cloth shall be placed on the approved prepared surface at the locations and in
accordance with the details shown on the drawings. The fabric shall be unrolled along the
placement area and loosely laid (notstretched) in such a manner that it will conform to the surface
irregularities when the stone is placed on it. No cuts will be permitted in the fabric panel unless
otherwise specified, The panel may be folded and overlapped to permit proper placement in the
designated areas. The overlaps of panels and end roll details shall be as specified on the attached
dra,%%,ing.
Securing staples sliall be placed along
the edr-
,;e of the panel and at abnipt changes in contour to
adequately secure the fabric filter cloth to the soil surface. At overlaps, securing staples shall be
inserted through both layers along a line through the approximate midpoint of the overlap.
Securing pim shall be pla"d along a line approximately two inches in firom the edge of the outer
limits of the completed filter cloth area at intervals not greater than 12 feet. Additional staples shall
be installed as necessary to prevent any slippage of the fabric, regardless of location. Staples shall
be machine made of No. I I gauge or larger new steel wire formed into a "U" shape, The size
when formed shall not be less than 6 inches in length with a throat of not less than 1 inch in width.
Staples normally used for securing erosion control netting or other similar binding material may be
acceptable if approved prior to installation.
See Attached Drawing Labeled Lat Maintenance
July 17,1997
by: C.Parker, Jr.

LCry MAjNTJ2MNCE
Tim AREA SJJOULD BE SCIW]�,D WIT11 A TIRE' SCjbU)E To AVOID PULLING
up UTIE CARPET. ULD BE
IF A LARGE AREA, SUCH AS A FEED LOT, TIM SCRAPING SI -10
DONE IN ONE- DIRECTION. PLEASE NOTE EMPLE.
SCRAPE IN
allis
DIRECTION
1 F' T ROLL 2ND'ROLL
SCRAPE IN
allis
DIRECTION
OVERLAp --A#gr FEET
opic
IT IS LIKE'ROOFING. Go WITI-1 n -M DIRECTION Or Tl -M- FIRST LAYL'R
TO AVOID LIFTING YOUR OVEM-APS' AVOID A LARGE' BUILDUP -
3. ARL.M SlJOULD BE SCRAPZ-b PERIODICALLY TO
4. nLIS IS A VERY SIMPLE PROCEDURE.
LM

NAML�- YA I I'S Wl I FIHK:Sl'(-Y-)N
), -� it
Al G13 JL%� IT -TE: ALV J TENT' I'll 6 -.9 6A - 6 kS) - 0 3
DYISIGY'N COMPLFL,�TED-- 8-15-96
I (33N] A P P IR�r IN [),A TE Q- 1 5-96
CON"FRUCTiON APPROVED
D All -. 1-1 -. BOOKP PCO
-v- -W -W T -97-1 —T-1 Af--'L -E--
11 In S I H R. F S&L
-K—j -P. v -R--j k --Y F F lam"
-Til -S)07- 401�-1 --Fr- -W"- T L�� -9- T
F. Yi g F, .9 i q F Fi I vtj
-ELJ J *L . 11�4 %,J 'r-k—F 1 '10

NOI 11-11 CAROi. It' A '_;UPI-`�-LMEN I
U.S. DEPARTMIA,11' CIF -1,2chn-ica!
. I IV
beil
��cv, 'Iept. 11-11-14
HIGH TEMS-P-L- C-L-L-CIRIC
r- C- N -1 N G ( F- 1-3 C,
DA.!I�Y
�i P I o r, 0, u i d
I I , n C, 0 L 4 11 p (.1 e �,c i r v,
. F (- - -
, s, -, , , I I I �, I .
Fe nc, e I i n es w tt� i . -,j 1- 13 r t� - n, a) rec W' �-Mcj
-m:)p bank's. in y :-cqL, 1 r. I
aci nc- c: a I �:� r i - c a a i %! -I- cr
wi-11 be h-ld c.
Permanent� Fen. --e
Permanent el��ctric -fc-i)c-: i3 V"'i . tl� t�)O irtcr�. C -r
being left. in p)a--e f(,,i- )IC, "ro. 1 -� 4,s the ec ui of any
staridard non-e-,ectric fcnce. �io f -, re , the
cri I%-.eria f ot p�..rmrancnr e,11c,�,-,tri,- f c n c c r c L, j-, es :raterial-,z
des i gn and -QII'7 trt_lr 1;-�Ist for :iiany years wtth
t i
i ti -I e- mai nten'-- nc,- .
r of and
an:. -J Pacing
z-,haj I )e
de,igned
to
11-�c� mp c G u r, �! s u 111
t. . ri E%: -1 --,-3 n c
e F h c-
f o 11 Qw
6 r C G u 9 9 r-,-.1; .-, e 0 I'l I r e CP ar c; -i n 9 s an(-�
used for propert-.
i c ri -a r
o r
different kinds arw , lasses
animals.
�,Iheri multiplia
��ystertis are i-ise-d, SpLiCil)g of �.J'
s h o u
be desljned
to
insure, f�icia'i slhc- I", VT:1901r) OnlMc�, I
EC-Acmplt-
t -o p - !ace
head
between wire-�.
in most instances �,n t�'e '.�JUthea:-it, --in ali positivc. cli-jar-ge
fence wi ill SU�HC-1,2. 1T cxj-��,r cm.,C t��O
so i -1 n n S I to
, �qjlll dry to t�-ie po-:'A 11hal it- not caus-.D
Si-JOCIr Oj the. animal, t,11 -:n L, corj'—'na,1c; of positive (+) and
negatjv-� (-) t-rircs GhOL.":d be usci.
One and two
f -71n.ceo m�:.:,,
bc- uscd for �-Jth-, i -Farm
u,,;es such as
,--treamside�
foincing ;Arx
SUOdividing PLICtUr.-25, but
may not be
used for propert-.
(-,r-
r,)adside fencing.
+ = positive C,harq,.-,,-j . o i I re, - =- orc,md viirc,
+/- -.:: positive or --round v,,iro.�

Page 2 of
Wires Animal Fence Height Spacing from Ground
Inches inches
3 Cattle 34 to 44 11 to 18+/-, 22 to 8C-,
w/calves 34 to 44+
Div.'Fen.
3. Wi: re
A. Wire shall be 12 1/2 guage, single sorand, tensile
strength of 120,000 PSI minimum 5reaking strength for 1 and
wire fences and 180,000 PSI minimum breaking strength for 3
or more wire fences, with Type III galvanizing. Barbod wire
will not be used on electric fences because of safety hnzard.
B. Wires will be attached to line post by a method that
allows tbam to slip. Wires will be attached to stays in a
manner that prevents stay slippago along the fence.
C. Splicing of high tensile wire will be accomplished
by crimping sleeves or "figure eight knots.- See attached
drawing.
D. Tying of high tensile wire tc end post will be
accomplished using "threao through method" or crimping
sleeves. See attached draw4ng.
E. Tension of wires will be des'gned to maintain the
proper average height of the fence Vies and tightnesE to
provide wire contact with animals. Tension of wires will be
approximately 200 pounds. Where wild animal pressure is
likely, tension should be incrcased, especially on bottom
wires to 400 pounds. In-line wire tighteners will be used to
maintain tension on wires.
4. line Post, and Offset Brackets
A. Line posts and stays will be either:
(1) Australian iron wood (eucalyptus), 2 inches in diameter.
Attach wire to post by loose clips or running through holes
in post. httnch to stays with tight clips to hold in place.
(2) Fiberglass sucker rod of at least 3/4 inch in diameter.
Attach wire to post by loo&e clips or running through holes
in post. Attach to stays with tight clips to hold in place.
(3) Fiberglass F -posts and stays of oL least !-Kch in cross
section. Attach to post with loose wire clip or by running
through holes in post. Attach to stais with tight clips to
hold in place.
(4) Wooden posts of black locust, red cedar, osate orange,

Page of
redwood, pressure treated pine or cther wood of equal life
and strength may be used, At -least one half of the d-lameter
of the red cedar and redwood posts shall be heartwood.
Pressure treatment shall conform to Materials Specificat7 . on,�
585. Wire shall be attached by )nsulai�ors. �See item 6 -
Insulation. Line posts shall be at llea-st 31 1/2 inches in
diameter at the small e -id.
1
(5) Steel posts may be used. The,, may be "T" or "U" posts
that are new, painted or galvanized and a minimum of 1.313
pounds per one foot of length. charge vilre must be attached
with insulators. See item fj - ln��ulation, for quidance.
(6) Posts for I and w -ire fent-es shall be long enough to be
set at least 18 inches in the ground ano extend �,it least 2
inches above the height of the -fence. On siandy loam and more
coarse textured soils the posts shall be at least 24 inches
in the ground. Posts for 3 or more wire fences 2.,hall be se -r,
at least -",I inches in the ground.
(7) Spacing of line posts and stays depend on terrain and
number of wires. Maximum spacing will be in accordance with
Table 1. In Undulating torrain, space posts and stays so
that fence height is maintained. Posts, in dips shall be
constructed so that they will not pull out of the soil. Two
inch or smaller poGts wil) be anchored or wooden posts (3 1/2
inch) set to sufficient depth to resis.-. pull out.
B. Offset Brackets
Clff��et bi-ackets made of galvanized high tensile spring
wire with insulator of high density polyethylene with ultra-
violet stabilizer or porcelain�can be attached to standard
barbed wire fence or net fence to provide transmission line
arid/or to electrify a standard fence. Place offset brackets
no further than 70 fect apart and attach to wires of standard
fence next to post, If control of animals is desired, place
offset brackets at 2/3 the height of the animals to be
controlled. Insure that no wires of the old fence come in
contact with the electri,: fence wire as a short will ocGur.
5. Corners and Braces
Braces and end assemblies are required at all corners,
gates and angles in the fence line. Single post corner,
angle or end brace assemblies or "H" Brace assemblies or an
equivalent strength brace will be usod. See Attachment A for
criteria on corners, angles or brace a,,,-semblies,
6. Energizers
-manent el ec r! - fenci ng must be
A. Energizers for pe�

Page 4 Of
high voltage, low impedenc,�,,, short pul��e that can produce at
least 4,000 volts output wnen all fenc��-2s are charged (on) and
under maximum anticipated load. it is strongly recommended
that energizer be accompanied with one digital read out
voltage meter.
B. Grounding shall be accomplished by attachment to a
minimum of 3 -feet of ground rod per joule of energizer output
capacity. G � c�und rods :.,hall be 1/2 to 5/8 inch galvanized
steel rod or ��alvanized pipe. Copper rods with copper wire
may be used -f the energizer t,3rminals are stainless steel.
Locate groun( -ods it, a molst, deep soil area. Drive
sufficient 6 to 8 -feet rods inLo the ground at -ieast 10 feet
apart to provide the required amount of ground tod. Connect
a continuous ground wire -from the energizer to :-:-ach rod or
pipe with a galvanized steel or aluminum clamp. (Use copper
clamp with only copper wire and copper rod,) ric-e ground
rods may be needed for system to funct-Ion prOPE-11-1Y. (See
diagram of Electric Fence, AtLachmert
C. '�_Ightninq arrestei­ shall be i�nsta-jljed to protect tile
energizer from lightning strik-Ing the -fence. instal -I an
additional set of three b -foot ground rods and z.ttach to a
lightning arrester no closer than b5 feet -from -i,he ground rod
set at the energizer. Attach the jigh�ning ar�-ester to the
wires of. the fence. Preferably, in.stall a "lightning choke"
in the fence line immediately between the lightning arrester
and the' -energizer, The lightning arrester ground must be
better than the energizer ground for it to function properly,
because lightning will 3eek the, least resistance route to
ground. (See diagrain of electric fence, Attachment B.)
D. For P�-OtUCtIOr-I of energizer, i� is recommended that
for 120 volt c),, 240 volt energizers that a voltage spike
protector be Lited. Also, a ground rod should be installed at
electric company's transformer- pole (primary ground) and
another ground rod installed at the electrical circuit
breaker box (secondary ground), if they do not exist.
7. Insulation
A. insulation used for positive charged wire(s) r�LlSt be
high density polyethylene with ultra-v'lolet stabilizer or
high density polypropylene with ultra -violet stabilizer.
B. All underground wire(s) installations must be double
insulated, molded, aluminum or high tensile strength steel 12
1/r 2 guag'e or larger wire. The insulation must be high
density,polyethylene with.ultra-viclet stabilizer or high
density polypropylene with ultra-viole-L, stabil�,-er.
C. Insu steel and othe- conduc.ive material
lators -for

Page 5 of
posts must be high density polyethylene with ultra -violet
stabilizer, high density polypropylene with ultra -violet
stabilizer or porcelain. Do not use insulated tubing for
attaching around post of brace assemblies.
Considerations
Training areas should be used to condition livestock to
fences. Select a well fenced area and construct an electric
fence across or around the area to allow animals to come in
contact with the electric fence. Normally, a minimum 12
hours of exposure to the electric fence is required. Most
animals.will be trained fully in 48 hours. When animals are
approaching the fence with caution, they are trained.
Plans and Specifications
Installation and general construction details will be in
accordance with manufacturer's recommendations. See plan map
for fence location.
Operation and Maintenance
Electric fences will be regularly checked to determine the
voltage�lon the fence. If voltage is not sufficient,
determine the cause and correct. During dry weather, ground
rods',may need water applied to soil around them. Maintain
.proper tension on the fence wires. Clear brush from fence
lines to reduce voltage loss. Remove fallen limbs.
Overhanging trees and limbs should be trimmed or removed as
needed to prevent their falling onto the fence. Electrified
flood gates must be maintained. Keep clear of debris.
During extended flooding periods, switch the flood gates off.
Bill of Materials
390 linear feet of electric fence
1 - 14' gate
See plan map for location of high tensile electric fence.
Compiled by: 0,)
PaAA� Date:
Reviewed by: , Date:
Approved by: Q) Date:
YWELCFNC.DOC

lot$
1011
' ZFE,110R\SL,'t-',VN ---'E,
4—W' 0 ' (
loot
10
iXiRE HOG r kCE
10
3 WIRE CATTLE "C' E NCE
iWl
lott
5 Wr/IR'BOUNDAR. 'IN I
10
7—WI GOAT&P iDATOR
FENCE
J
loot
10
iXiRE HOG r kCE
10
3 WIRE CATTLE "C' E NCE
iWl
lott
5 Wr/IR'BOUNDAR. 'IN I

Electric Fence
Cut off switch
.neraizer
5 turns of
fence wire
12"
Attachment B
�4 -1 o.+
4-10' +-*1
Australian Iron 'o'o d
A.
1 61+
or plastic piping
A
65'+
+
a
.Energizer earttVgrou nd
system
Lightning diverter earth/ground
systern

Ej rg'�er
7
-tate
-d
cable
MOhods 01yin'OTS wirb
10' —*14-101 -+1
Steel galvanized pipe or rod
Cutoll switch
(optional) Urnping s . leeve tap, sprkV wire
connector, or wrap Wire over wire
ZZ W Hot -02 1/2 cia.)
LIghining
arrestor
-1 Ground -(12 112
.-dachment 2
4 Ground rod
Double insulated, molded,
J-
7
additional mile
or polypropylene, 12 112
Togure"
crinnpiP9
conduit)
eighl
sleevem.
_.knot
10' —*14-101 -+1
Steel galvanized pipe or rod
Cutoll switch
(optional) Urnping s . leeve tap, sprkV wire
connector, or wrap Wire over wire
ZZ W Hot -02 1/2 cia.)
LIghining
arrestor
-1 Ground -(12 112
.-dachment 2
4 Ground rod
Double insulated, molded,
(one for each
high density polyethylene
additional mile
or polypropylene, 12 112
of fence)
ga. wire (HTS) (waterproof
conduit)
In-line
strainers

Table 1. Spacing of Fence Posts and Stays Relative to the NumbLr oll-ine Wires
High-tensil Electric Fences, Erected In Straight Lines Over Level Terrain
Number of
Maximum Spacing of
Maximum
Line
Primary Line Posts
Stay
Wires
Distance
Without
With
-Stays
Stays
1
100,
—
--
2
50,
100*
50'
3
100,
50,
4
so,
100,
50'
6
60,
100,
6
33-4-
100,
33-4"

iD
— — — - — — — - — — — — — — — — — — —
cp
19
7z
lu
I
72
P-
L\L
LU
-x
......... .....
cr
oe
ed

Y -H - % T - B 7 1 1 L --'l F -V e --A Ar -'l W,,? F -
E 'Ev ffl'�51 Wyk R%,
-s" -a. JiL-.d JEL '-" -JIL 3%,
V Ar '% -7 a --k. r—' -F-1 —F1'b
lo i 0 1 I -C
_tw 43h
'S—j K -P JIL -ALIML-M--4.A -ULJL.VJNL

Q. DEPARTMENT OF AGRICULTURE Page 1 Of 4
oatural Resources Conservation Servic4s-
PENCING
Me, oil -f-i-c-m! i &
WITHERSPOON DAIRY
I. Eence Line Clearin-9
Fence lines will be cleared of brush and trees; gull4es and steep banks
may require gradino.
2. lonce-1ynpi�
a. B�-�Lbg�d i re
_yv_
All barbed wire shall consist of W strands of wire with a point.
barbs spaced not more than 6 inches apart. Galvanized barbed wire
shall be fabricated from 12-112 gauge or 16-1/2 gauge strand wire
and shall meet the requirements Of ASTM A121.
Barbed wire fence shall consist of at least a strands of 4 point w-
112 or 15-112 gauge barbed wira. Spacing of wire for cattle will be
(from the ground to the top) 16 inches, 10 inches, 10 inches, and 10
inches.
3. Post and Braces
The fence shall be supported by line posts, spaced 10 feet apart for
barbed wire.
Line posts for conventiona) fences may be spaced up to !6-1/2 feet for
short distance in low use areas and where soil or terrain conditions
prohibit closer spacing. Brace posts shall be set 8 feet from corner
or anchor posts.
The general use of exi5ting trees as line posts is not recommended.
Anchor posts shall be used any time there is a curve creating an angle
loss than 160 degrees in thy fence line.
Wood posts and braces shall bo nf black lanunt, red cedar, redwood,
pressure treated pine or other wond of equa) lifn and strength. At,
least half the diameter of red cedar or redwood posts small oo in
heartwood. Pressure treatment shall conform to Material Specifications
585. The posts shall be sound, new, free from decay, with all limbs
trimmed substantially flush with the body, They shall be substantially
straight throughout their length.

6
Page 2 Ot 4
a I WOO.Q Fcifli5
Line_Post Fpr wire_Fences - shall be at least J-1/2 inches in
diameter at the small end and 6-1/2 feet long. Line post shall be
set 2 feet into the ground.
Anchor Post for Wire Fences - shall be at least 5 inches in
diameter at the small end and 8 feet long. Anchor post shall be
set 3-1/2 feet into the ground.
b. S t e�fpiJl— - jie en c e P o sA� �z�
Steel fence posts shall conform to the requirements of Federal
Specification HR -F -221/3A. Posts shall be 6 feet long. Posts with
punched tabs for fastening the wires shall not be used. The
following steel posts are acceptable for line post.
Style 1 - "T" Section 1-3/8" x 1-3/6" x 1/8" thick
Style 2 - "U" Section 2" x 1-1/4" x 3/32"
Style 3-"L" Section 2" x 2" x 1/421
Stao I es
Staples used to fasten fence wire to wood posts shall be 9 -gauge
galvanized wire with a minimum length of 1-112 inches for soft woods
and a minimum length of one inch for closo-grain hardwoods,
Brace Installati__
Brace or pull post assembly shall be installea in straight fence
sections at intervals not to exceed 330 feet an level lana or at other
points or changes in slopes and curves for barbed wire or woven wire.
Double span assembly shall consist of hori7ontal timbers Oetween posts
with a double strand of No. 9 gauge wire attached to the top and base
of the center pull post or end assembly may be substituted for
horizontal timber with wire brace,
6. Setting.-Pos-W-
All posts shall be set and maintained in a vertical position. Posts
may be hand set or set with a post driver. if hand set, all bankfilled
material shall be thoroughly tamped. Post holes shall he at least 6
inches larger than the diameter or side dimension of the posts. if
power driven, wood posts shall be sharpened to a dull point.
Earth backfill around posts shall be thoroughly tamped in layers no
thicker than 4 innhes and shall completely fill the post hole up to the
ground surface.

Page 3 of 4
Concrete backfill around posts shall be rodded into place in layers not
thicker than 12 inches and shall completely fill the post hole up no
the ground surface. Backfill, either earth or concrete, shall be
crowned up around posts at the ground surface.
No stress shall be applied to posts set in concrete until at least 24
hours after the concrete has set.
7. Stretching the_Wire
a. Wire at end posts and corner posts shall be wrapped
and attached to itself with 3 twists.
8. Attorhing—Fancing to Posts
The fencing shall be stretched and attached to posts as follows:
a. The fencing shall be place on the inside of the post
facing the area being protected, except on curves.
Where appearance is critical, fence may be fastened to the
Vutside" of the post.
b. The fencing shall be placed on the outside of curves.
C. The non -electric fencing shall be fastened to wooden line posts by
means of staples.
Each strand of barbed wire shall be attached to each post. Staples
shall be driven diagonally with the grain of the wood and at a
slight downward angle and shall not be driven so tightly as to bind
the wire against the post.
d, The fencing shall be fastened to steel line posts with either two
turns of 14 gauge galvanized steel, iron wire or the post
manufacturer's special wire clips.
e. Wire shall be spliced by means of a Western Union
splice or by suitable splice sleeves applied with a too! designed
for the purpose. !he Western Union splice shall nave not less than
8 wraps of each end about the other. All wraps shall be tightly,
wound and closely space& Splices made with splice sleeves shall
have a tensile strength not less than 8U percent of the strength of
the wire.

Page 4 of 4
Safety - Fencing operation can result in painful and serious injury, The
following safety measures are recommended.
Wear heavy gauntlet leather gloves to protect hands and wrists, and
boots or high shoes to protect legs and ankles.
Tough, close -fitting clothing will prevent catching on wire.
When stretching barbed wire, stand on the opposite side of the post
from the wire.
Keep chains and wire stretching clamps in good condition.
BILL OF MATERIALS - 530 ft barbed wire fence
1 gate
YWFENCE.DOC

Attachment A
Wooden 3 Post Double "H" Brace End Assembly Without Deadman
4" dia. horizotal brace
mina .4 6'miniman length Galvantzecl.,�� 6" nominai
wood Direction of pul 5" nominal steel pin wood
5" no I wood —1
wo oops of 9-12 1/2 -75hu
gage galvanized wire 70
mum lenoth =%6— =*-rt—f*--6' minimum
Note: Materials shown above may be substituted using 2 3/8" steel pipe,
capped, set in concrete (12 in. diameter hole). Pipe must be painted.
36"-44'
Q\\' so i I so rt ace,
I \IN
E t1i
Concrete q
steel pipe
is used
(12" hole)
Note: Materials shown above may be substituted using 2 3/8" steel pipe,
capped, set in concrete (12 in. diameter hole). Pipe must be painted.
36"-44'

5* nominal wood
2 3/8" nominal pipe
i
5 Post, H -Brace Corner, Without Deadman
5" nominal wood
2 3/8" nominal pipe,
I
'It
I
Soil surface
Attachment A
Horizontal:
4"wooden
2 3/8" pipe
Ulf
6" nominal wood OfP
E

I ELD 4
P/R
F I R
T 91 cl c
P R OP CA D
L I // - OCK
C L U S I
I E L D
7. 5
�OSE
R I P
G T E
ONCRETE LOT
A
EXTENSION AND
�USH OFF RAMP
F I E I
WASTE
CD PROPC ED W. S. P. STDRAGE
FENC NG, SEE POND
AGR.
LL -
Lu POND
�-o zs�
00 TREAM S BACK 10
S'l p 104 SL1 34CK AT LOUNG I NG AREA 100 -Ft
F I F D T T -4L L#L' f�O ED FENCING = APPX. 5-`0 -Ft.
G A T - 1 EA
C c GATF �OCATIO� E RAI OML� PLACED ON PPOPDSED
PL4N. LAND OWNER CAN AD T PROPER GATE LOCATION.
I L K C 0 W
WITHERSPOON DAIRY
P4STURE
00 y LIVESTOCK EXCLUSION FROM STREAM
GASTON NATURAL RESOURCES CONSERVATION DISTRICT
C;'lL E I 100,
DR 41 BY: R. GORDON USDA NATURAL RESOURCES CONSERVATION SERVICE