180023_Application_20240402

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question t►►tanswered Please verify all hiformation atio►r and ► ake any necessary corrections below.
Application ►trust be signer! and tlrrtesl by the Per►►rlttee.
I. Certificate Of Coverage Number: AWC180023
2. Facility Name; S & L Riverside DaiEy, L.L.C.
3, Permittee's Name (same as on the Waste Management Plan): Andrew Ross Lail
4. Pennittee's Mai ling Address: 5837 Old Shelby Rd NOTE: New Mailing Address (5877 Old Shelby Rd.)
City: Vale State: NC Zip: 28168-9582
Telephone Number: 828-324-7313 Ext. E-mail: shulldairy o.earthlink.net NOTE: New phone number/email
828-446-3633
5. Facility's Physical Address- 8317 Shull Dairy_ Rd Email: [e-mail]
City: Vale State: NC Zip: 28168
6. County where Facility is located: Catawba
7. Farm Manager's Name (if different from Landowner): Andrew Ross Lail
8, Farm Manager's telephone number (include area code): 828-446-3633 Ext.
9, Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (01C): Andrew Ross Lail Phone No.: 828-446-3633 OIC #: 986743
11. Lessee's Name (if there is not a Lessee, write "None" ):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Cattle - Dairy Calf
Cattle - Dry Cow
Cattle - Dairy Heifer
Cattle - Milk Cow
Operation Types:
Allowable Count
45
60
350
400
Swine
Cattle
Dry Po%W
Other TVPes
Wean to Finish
miry Cull'
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy l leifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullcls
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Oilier
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP); (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoonllligesterl
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
SS1
Storage
1/28/1981
68,050.00
10,469.00
24.00
WSP (Waste Storage Pond)
UWSP
8/20/2020
Clay
318 19T.00
43,364.00
12.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215,10C(d), either by mailing to the address below or sending It via
email to the email address below.
The CAWMP must include the following components.
1. The most recent Waste Utilization Plan (WUP), si ned by the owner anti a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d, The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action P tan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that maybe
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying sys(em, waste transfers, etc.)
I attest that this application 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 to me as incomplete,

Note: In accordance with NC General Statutes 143-215.6A and 143-215,613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $ l0,000 or imprisonment of not mare than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/LandownerlSigning Official and Sign below. (if multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): A nJrw R ois Lo,i- t Title: owner bra 6 r
Signature: �./,,,� '�•' Z;"' Date: 3I29I 2c'ZLI
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
'ERE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-OW R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
If you have any questions regarding this application or the general permits, please call [phone].

ROY COOPER
Governor
ELIZABETH S. BISER
secretory
RICHARD E. ROGERS, jR.
Director
Andrew Ross Lail
S & L Riverside Dairy, L.L.C.
5837 Old Shelby Rd
Vale, NC 28168-9582
NORTH CAROLINA
Ertvfronrnentaf Quality
Fcbruary 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an application for permit coverap-c to the Division of Water. Resources (DWR) by April 3, 2024._
Enclosed ❑u will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring— State
Non-DischargeGeneral Fermat." The application form must be cam Ieted si fined b the Permittee and returned to the DWR b
April 3. 2024.
Mailing Address; NCDEQ-DWR
Animal Feeding, Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operationsAdcq.nc.goov
phone: [phone]
Please note that you must Include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
completed and signed auRlication form. A list of items included in the CAWMP can be found on page 2_of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Nan -Discharge General Permits are available at
www.deg.nc.Mv/animalpermits2024. General permits can be requested by writing to the address above.
If you Have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Aniinat Feeding Operations Branch statT at 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Re[tuest for Certificate of Coverage for Facility Currently Covered by an Exoiring State Non-Dischar c General
Permit
NarthCarolinaDepartmeutufFnti•iroumt.. [olQLL4Vty nivifiouaf iLtuResourm
512 North 5disburF 5treeJ 1634 Alai] Sen•ice Cntdr Raleigh, North Carulisu 27499.16M
919,7079129

Emergency
Action
Plan

Emergency Action Plan should include provisions for:
A. ❑escription on how to stop the release of the waste.
B. ❑escription on how to assess the extent of the spill and note any obvious
damages.
C. Phone numbers for contacting the appropriate agencies.

Emergency Action Plan
An Emergency Action Plan shall be prepared for each Animal Operation. This
Plan will ❑utline steps t❑ be followed in case of an emergency. As a minimum
the plan will contain the following items:
• For any emergency —Call DEQ Mooresville Regional Office
704-235-2100 or 704-663-1699
if after hours, contact emergency hot line 1-800-858-0368
• If there is danger to downstream properties -- Call 911
• For any emergency— Contact Catawba Soil and Water or NRCS at 828-465-
8950.
• For any emergency —minimize off site damages by taking action t❑
prevent any further en►►ironmentaI damages.
NOTE: A copy of this Emergency Action Plan with telephone numbers must be
available at each site. it should be posted in a readily accessible location.

EMERGENCY ACTION PLAN
Phone Numbers
❑EQ Mooresville
Catawba Soil and Water or NRCS
Catawba County Emergency Services
704-235-2100 or 704-663-1699
828-465-8950
828-465-8230 or 911
This plan will be implemented in the event that waste from your operation are
leaking, overflowing, or running off site. You should not wait until waste
reaches surface water ❑r leave your property to consider that you have a
problem. You should make every effort t❑ ensure that this does not happen. The
Ian should be posted in an accessible location for all employees at the facility.
The following are some action items you should take.
1. Stop the release of waste. Depending on the situation, this may or may
not be possible. Suggested responses t❑ some possible problems are
listed below.
A. Waste Pond/Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the waste pond lagoon immediately.
d. Calla pumping contractor.
e. Make sure n❑ surface water is entering waste pond/lagoon.
B. Runoff from waste application field -actions include:
a. immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where the runoff ❑ccurred.
C. Leakage from the waste pipes ❑r sprinklers
a. Stop recycling pump
b. Stop irrigation pump
c. Close valves to eliminate further discharge.
d. Repair all leaks prior t❑ restarting pumps.

D. Leakage from flush systems, houses, solid separators
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphoning occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewalls of waste pond/lagoon. ❑ften this is
seepage as opposed to flowing leaks.
a. ❑ig a small sump ❑r ditch away from the embankment or catchall
seepage, put a submersible pump and pump back into the waste
pond/lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side wails and waste
pond/lagoon bottom as soon as possible.
2, Assess the extent of the spill and note any obvious damage
a. Did the waste reach any surface water?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employees injured, fish kills, or property
damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on ❑r off the property)?
h. How much waste reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, calk DEQ (Division of Environmental
Quality) Mooresville Regional Office 704-235-2100 or 704-663-1699. If
the emergency occurs after hours contact the emergency hot line at
1-800-858-0368. Your phone call should include: your name, facility
info, telephone number, the details ❑f the incident from item 2 above,
the exact location of the facility, the location ❑r direction of the

movement of the spill, weather and wind conditions. The corrective
measure that have been taken, and the seriousness of the situation.
b. If the spill leaves the property or enters surface waters, call Emergency
Services 828-465-8230.
c. Contact Catawba Soil and Water and NRCS office at 828-465-8950 for
advise and technical assistance.
4. If none of the above works call 911 or Catawba County Sheriff's Office and
explain your problem and ask them to contact the proper agencies for
you.
5. Contact the contractor of your choice to begin repair of the problem to
minimize off -site damage.
a. Contractors Name: Le,;,Mk" G-,-d.y,
b. Contractors Address: s U Grpj Nic, .ry z 6G'z
C. Contractors Phone Number:
6. Contact the technical specialist who certified the waste pond/lagoon
(NRCS/Consulting Engineer, etc.)
a. Name: .70LM to d I 13 nC,� rtr�l
b. Phone Number: a -4 a q ,
7. Implement procedures as advised by ❑EQ and technical assistance
agencies to rectify the damage, repair the system, and reassess the waste
management plan to keep problems with release of waste from
happening again.

List ❑f DEQ Regional Offices:
Mooresville RO 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
Asheville RO 2090 U5 Hwy 70 Swannanoa, NC 28778
Phone: [phone] Fax: [phone]
Fayetteville RO 225 Green St. Fayetteville, NC 28301
Phone: [phone] Fax: [phone]
Raleigh RO 3800 Barrett Drive, Suite 101 Raleigh, NC 27609
Phone: [phone] Fax: [phone]
Washington RO 943 Washington Sq. Mall Washington, NC 27889
Phone: [phone] Fax: [phone]
Wilmington RO 127 Cardinal Dr. Ext. Wilmington, NC 28405
Phone: [phone] Fax: [phone]
Winston-Salem RO 450 Vilest Hanes Mill Road, Suite 300 Winston-Salem, NC
27105
Phone: [phone] Fax: [phone]

Sw
L4
■
b` b
C w C7 n ro CJ
n a.
w
i
4 O CCDD PL ZI
m R.
Crzi
a �r w
CD
O Ull�. ro �. Q
� a
O
cn
co
a,
R.
U
'b
ro
K
Ln
C•
ro
C7
C)
n
0
�
�
ro
R.
W
O
CCD
Vq
Rom•.
rD
m
rr
Q
n rq w rn o
w m o C
�� o a ro U
Uq �' tiq
A� CD
0 CL
ruCL
C' rG r ` V3 A7 �sA
n 'I ro `CS � ro
p ❑
qq
«� c dP C
ro CO
V7 5 a
rr aq
r* N N
BCD ^0 pa CD ry CL
CO ? a
C � � N
0 O oa
4 10 R
❑
❑
�
❑. fl w -rJ
-a-.
n
�
r
CL
❑0
4
D
Cn
r•
N
�`D
_
{C
¢
A
to
w
�
•
ro
rt

a
a
a -
❑
F
vl
w
a
CLCL ?:
ro Ln
z
n
O
C
Ln
L
CL
M
60Crp�
n -,Q: Q
S vim" N UQ CO,
a � UQ n � r�
m
s [D CD cp ro
i CL * W
CCD
3 " °; [p
L ❑' •.3' GD 1p" ram+
o phi O 0
❑
@.
i nqq
rl
�n crZ5ro
o.
P7 �b cy"
D IUD ❑
i
�!A

Verslon—July 20,.2023
Mortality Management Methods
Indicate which method(s) will be implemented.
Whoa selecting multiple methods indicale a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Prlmary Secondary Routine Mortality
❑ F� Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death, The burial must be at least 300 feet from any flowing stream or public body of water
(G.S,106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table, Attach burial location map and plan,
❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
1-1 F] Complete incineration according to 02 NCAC 52C .0102.
❑ ❑ A deemed composting system according to 15A NCAC 02T ,0113 {a}(12) and the NC
Department of Agriculture & Consumer Services Veterinary Division's Poultry & Swine
Composter Approval Guidelines. If compost is distributed off -farm, additional requirements
must be met and a permit is required from NC DEQ.
❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit, These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance,
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
■ In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G,S. 106-399A.
Signature of Farm Owner/Manager
Signature of Technical Specialist
31 zar 1-11
Date
Date

n
ro
O
n
+ K
0 o 0
❑ r n
3 r_
a
z
n
rn
m
m
z
10 � M
(D c ° n N
m L7, p m
b'A D a D
CD rt QO ti
Ln Q n Ln
rD Di o
SNO C �C
CL rt M C
N r
+N+ r7p N
cr
rD w Z]'
s
CL
v a
51 CS �
m m G
m O
3
rr
+
+
�
n �
Q
Q
m
T.
3
CL
Q_ v
rD
3
�
j
q
❑
❑
°o(u
M�
Q_
�,
�
3 rb
Ot7 Nr
v
a-
{D
❑
n 7
❑
❑
rr
rD
M
3
m
'
re
5]
n
0❑.
5 n
v
d
n
Q- fu
C
❑
C
rD
M ❑
u+
y N
D
❑
o
C
m
H ro
N
0
M
'2
r+
0
r9
p}
❑
rD
CL
7
CL
Q
ff
C
rO
v7i
=1
lu
rt
cu
-<
❑
n
�
C
c
C
CL
(D
n
ra
C
Q
C
i1y
Q
❑
v
@
n 7
rDr
ri
f° m
�
a
C
rD Up
W
D
rDr
fr
im
a4
❑ �
D
N
C I
Vf
7
• 7
S
C
❑_
❑
❑
Q
Q
❑
'�
C
❑
Q,
w
-1
+
+
+
+
+
+
2
z
>
Y+
n
D
o
n
n
(u
=F'
a_7v
W
�
c
CL
of
7
Q
:)
❑
m
p
�°
n
w
a
W
-I?
°
�
o
rD
n
'v
rb
7Q
�
N
si
6nn
3
v
m
rt
m
C
rt
rQ
C
❑
M
a
p
r+
w
(D
o
Q
ro
N
C
3
°t
m
=
m
WCL
(D
CL
U-
rr
-
C
C
Q
C
ro
rnt
M
¢
CD
CD
5
@
❑
❑
r+
N
rR
❑
N
_
:3
rD
r6
(4
rt
r4
r�F
R
D
y
C
W
rD
n
r'.
w
N
�
C
ny
m
rn
u+
3CD
F,
❑
n
CD
o
rD
m
r'
re
.V
rD
3
v Z
r* ❑
r�
lot

(D N
rb C
a
r+ [D m
rD ❑
t? @CL 0-
C�C
(D tQ C
CL 0-
'0 0
ro
C❑7 Q W
F -0
� n ❑
0 {D
❑-
M C M
7 n CL
to
C 4 UQ
vn �
♦
*
� as
❑
n
n
Ian C
n Z
tS
0
3
I
w
v
m
❑
C
D
�' m
a
tz
cu
D
0
H'
❑
�7
N
Lt
0
❑"
N
?
D r+
C D
[n
tp p
M C
w C
�' rt td
-a -0
m m N
CL
C
fP
Ln
R" ❑
w
-0
m
(ACL
� 3
�,
u m ro
C
I
I r*
o
�'
w
Q ro
a 3'
CL
M
c
3 3 m
C
C
N
7
CL c
3 n
C C"
n n x
❑
n
m
.(
3 3 rn
6 Q
ti7
7
CL
t2
a
7 X
{SQ n
�^ N L"
0}
❑ 0 rr
0
3
CL
LA
N
w
rp 3
(n r+
r-r
r
+�
C
as ❑
Nt F, ❑
fp
CL
Ip
3
N
C
n
F
r*
CL
C
o
3
N
CL
•
❑ 0 _27
C N
M ❑-
r' N ❑
CD
n
x 0
n ❑ �
m N
N
rD C El ❑
-0 CL
rb M 4A
r� fl7 3
OQ 5 a0
m ❑
❑f 0
: 7
CL
c
w cu
ra 9
3 �
tR
I
m
c
3 v
N
r+
3 ry
0 ❑
0
o C
97 m
rF
SU
t/1
❑
❑❑
H
40
EA
L
0K0-0
73
C
;vIA
�"
'' C❑Y
m 00
+
r•' �'] ❑
a b
7
ry
OD
(D N' � m fb
❑
Q�
m Q
fQ
I
Z7 Law VQ
—a 0 m�
m
N❑
Al
'� 2
C
❑
0
m
�
Q m n°
rD n
m
a
D
n v m 3'
v
3
R
:3 tl UQ
CD M
Ln
n
iA
n
a r+
M
Q
rD
f4
!4
0
'M
P
mm
�
p'a
m 3
rt
3' D
❑
❑ 0
w
m
� ❑
iD
❑ �
Al
3 va
n
3 o
ro
m
:
•
t?
�
G
0
m
1
3
x
7
V4

n
m
(D
0
r)
cu
aQ
CD
W
G
V
❑ ❑ ❑ ❑ ❑ ❑
0 n
a�--
0
Q
D
O
V1 z
❑
CL
CL CL
CD
CD
rt
❑
O
rD
rD
n
roCL
rD
O E
i
❑
3
n
L
❑
r+
C-
{p
UQ
❑
M
❑
N
h
N
`n
m
w
❑
v
O
❑
G3 0
0
1
o
m
c ❑
C m
❑
m
(D
[D
a
_r
n
r'
n ❑
CL
❑
0
T_
C
�
C
�
1
000 ❑ ❑ ❑ ❑
m O
❑- rD
rD kn-< M ❑ ib ro
C
fl1 O]
❑-
� 0 m ❑ ❑ o�
rb ro v
❑ U1 W CA
m !1 N in
�.
fQ -C o7 •C r-r zr
:E rD 3 3
s rD m q 3
ro r+ 3 3;
on
m �
fD rj
53
CD 77 N
N N ❑
❑ ❑ m
C
0
rt
O ❑ ❑
3 -0 -0
m ro ro
rr+ m
• rr+ H.
'0 _0
IV L3, ❑-
C_ ❑_
:3 m m
O O a
❑ 3 3
tt rc+
spy ❑ ❑
4 M =
rD d d
O_ ❑ O
C_ ❑_
1 Q
❑ n �
C � �
O ❑
O C C
[4 @ rD
O C_ !Z
ro 7 7
w 0
ro fD
♦
m
O
C1
u�r
7r_C
Z
a �
n m
m
sn
m
3 v
`
-n
mwl
n
A
o
3
❑
r
[gyp
7
3
{i
E
a
z
o�
fll
Z
L
fl•
a
�
r�
rri
❑❑❑
2
❑❑
Liv
❑ �'
C1 &)
❑ -
❑_
m
Orc1
y rt
N
fl
M rD
z
<
r•r
CD 3
g
❑o m
S
o
ro
rt w
l
v S
,v w
u,
rt
M [4
�•
rr
irD
c3
N
❑-
i 0
:
p
❑
M
G
n
O w
CL
D
t1Y
a
r n
o
0
'
ro m
ro rDO
❑
N
ro
C1
OrQ
3
CL
❑
rp
n
v Q
c
0 W
3
rD
3
X
O
C
■
'-1
O
ro
Q
r1
n
❑
f4
3
3
Z)
rD
C
O
C
'+
N
OS
O
TF
m
of
N
3
r•r
rD
z
CD
n
v
n
n•
a�
fD
Q

D
b
N C -- N ro ro L❑
rD rt( m n M�= ro CLro� rt v a p-0 ro 2 v n
ro C 3 r+ MN aq ❑
w v +, ❑❑ o m v w ro ❑
@ O iA H N r4 ❑
L 0 o a 3 m Q n CL m �
c .0 on N
p0 CL —; ff� {D 4.I m C r� 0
❑_ 'rpY o
O n n n rU ❑
w bq C en m a= Q Q C
@ N rpr � pp CD 3 y. 6 srb (A
�s < m ❑ m v
lu CL
n n -o 7 w o p' @ rD rp
❑ 3 ❑ Qa ❑
N iA ❑_ r-r ❑ -0 S
�• rA a ❑ rt
ry' ❑ 0-0 4
L rD
CL
CL c
aq m 0
rD
Lnq c
M ro r
C
fR fD
7 7
N r n O O
O p ❑ ro ❑
FD N • a QY
w �, M ro W n a
r-L ro a4 r0 ❑ '0
rr ❑ rD p tin lwn
• ❑ a CL ❑ Q
N I ¢ r+ N D ❑
o n co ED w
w p Ian j' D O
C
p' �
D w Cm m 0 (n h
n CA CL rw+
p r❑r �'
N ❑ :37 Qq
rP ❑ aq ❑ H
rt
Q as c pf
�fl� o;
� p
n 0 0 m <
c m ❑
r e
Qj r+ r! m
4 ❑ -+
0
❑
n
F
a
b
0
C
m
fl
I
F-'
N
❑•1
1
N
a
N
W
CL
v
C
w
G7
w
N
I OR
w
73
r
0
N
ai
❑
C
E
m
■
Ln
_0 0 m n
ro
W
7 `*
rD
v
U-
n
r-r ❑
ro �
°+ 3
3 m
M
rA ❑-
m
I �
m
m CL
N
o
m
aq
❑
N
i (D
C➢-t
m
N
ro
Q n
m ro
Ln
r3' �
rD
❑ ❑
3
❑
(D
Ln0
Ln
rD
rD
fa
ro 3
n 4
� r-r
ro
n
a)
C
vt
C
n
ro
n
Q3
rr
!Si
3
cu
LA
fn
ro
I
CL
O
Z
n
O
r*
1
v
n
m
n
m
3
z
d

W.
m
rD
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ by o ❑
N N Ali ❑ Q rt �� a tin
� n � 73- . ❑ iD n '❑ a'� rD v � 7 � � ,, rD � m , chi}
f�A C _ N�_• rt N
-0CL H Q R 3 0 _0Q f 3 7 Ln 7 `C ❑ rD
rt
i °1 [n vq C w vG UR D ❑ v 4
f5 of m• .+ N b n `ran w 1 a w ¢� o 3
w to M 7� rt w iD = ❑- C @ c m Q
in FirM7 O -❑ n
@ rD Q p Q Q r cA Ian r+ @ .0 _� tT
rD ❑ M N p CrrD fD {D Cr 7 @ @ rr p
m m m w ❑
pm aNs w w VO � c `' "� � r ❑ CL
m � ❑ ❑ m m
C7 �S 0 ❑ N C � Q N �• 0
r�P 1 -0 to k Q °1 j '+ .D
C Q oy ❑ ❑ a❑ Q C
m '+ a °h' rD �� rD a rD
❑ � y 3 n =ri ❑ m as C m in ❑
m ❑ n ro -< i
ni N ❑' -. o
f°
'^ nr N ❑ ZI M
o N m rD'
r
W ❑ 6
n L CL
-a E 3
o v m
rD x
w �
Q lw C CIL
[��
OQ cn 0 N h
7
m
rD
o o o Q
N rY ❑ iU
[D ❑ Q rt C
in ❑ ❑ rD
❑ di
n pQ
0 M
ra :mr
❑ ❑
{
a �+
-0 V m
00 •m
n
3 _
❑ ro rD
rDQ j6 (6 O
O
:3-CL 3
cr
a d C
vcm
(DD Q- o
Uw
❑ ��
a m
S
� o �
n fl
Q �
m
a -tea_ c.
N [ 1 .CT
O � C
:3 M
❑ �-h
E ❑ Ln
w 77 D
:3 Z
O
� n
m C n
Ln L O
rD O
QrD
3
V. a- C
s � N
rn
r.
T
V
rD
3
r;
2
D
C
O
iJ
LA

n
CL)
O
r7
+«
-+
m
o >
❑ > m
Q ro v
Q
3 p -i
-0 r5
n�
O
0 n
a
rt
a
n
3
-0m
f0
n.
N
� r6 p C
C
n
v
CL
o < ro
N c Q_
m
a
m rq
N c
r+
r
r:
3 �,
n
M�
d ❑
m 77,
v,
D- w
-M
M V,
on
❑
❑
❑ M N
n rm
�, v m
� �
M
r+
rQ
ts3 p ❑
0
c 3
ry
CL
ro
m
0 0 o rr+
m0
@.
3
0
C d 7
CD r? Q
a
O
41
Q)
N
a
m
o_
a
O
c
n
m
m
n
d
{�7
W
c
LA
M
a
CL
a
r1
-C
.0
M
3
w
❑
r
n
m
Q
c�
a
N
�
0-a
=
M
73
O
;a
m
m
Ci
❑❑
❑No
o
❑ d
o
--I C
r* �+
� a
c
f0
m C'
d f0
G]
m
1 a
GG rD
c
7 r+
C O
'Ln 4
❑
O4 v
-0
v_
7:3
m
ro
r+
ro
r➢ Q
w
nj
C
M m
ro
4
Cr
w
m
r2
c
r+
ro 3
�
(
N
3
3
a
rN_+,
7
O4
0
m
lw
n'
p}
❑h ❑❑❑ ❑❑�
❑ -0
fR M ` =r C inn
r+ _0
@ n� r+
Ln C � rwr D r=r ' ro 7
y N C N
rD r+ r%r 'o L 1;
fl3 cn rrt O M. 7" _0�7 ❑ a.
m m o 41 on SZ n t7 g n
N ❑rD
d 4 0- f0
ry _0 -a N n m
cr -0u -a E w C CL
M m rt rt� O ro 3
Q a' fl oa 7' Di C7
0 w
� r, N
�. r+ C n ❑ a �
m O n w
7 °F Q 3
to re, to :3N M
ro r N
m
[n
b
n
N
r+
M
In
cu
�C
C
t�
.-r
[g
Cp
M
3
r+
Q
n
3
r•r
n
M
r••r
N
r•F
J

Ml
b
'p
0
C
rn
0
1
F-+
M1J
m
1
0
N
UJ
Z
c
F
v
n
n
ro
n
n
rD
7
LA
❑
b
w
7
C
rP
m
a
a�
oa
m
ra
❑
0
Q
N
0.1
3
Cl
M
fP
]0
0
F-�
0
V
to
Ln
n
❑
rD
r0
rl
m
0
n
ro
(D
z Z
n n
� 2
n
Ln
h Ln
a a
Q Q
w w
Q r1
N N
ro
a' w
as m
ro C�C
I!S C
( ro
fb m
m a
3
a
m
►J
r•
as
n
v+
Ln
v
a
GG.
m
R
W
00
d
I
❑_
cr
m
w
1
V)
m
h
ro
a
m
r+
m
N
m
1+
b
m
00 w
Caro
n 3
rn
OS rt
n
❑ ;t
7 n El
R a
� � N
CL
N
❑ rr0
w > a
❑ � r-r
ai
3 o0
m
a �
o m -0
71
C
y
r+ on
❑ {d
3
fu
S11 r+
7 Un
C C
n N
rp r+
fa
m Ln
Ln
m �
a r0
m
a
0
m
4C
ro
o n
Q Q
w 7 ❑ 7 3 CT tT
OZ "1 R7 w UK
vr'i P 2@ Q
w v
r* d4 04 dG 64
Q Q N
rD< a d O C C(
m
r
m N
a a
L^ C
O
� ro
to N
m
n
ru
b

Waste Management System
operation and Maintenance Plan
Prepared For
S&L Riverside ❑airy, LLC
Catawba County, North Carolina
In Cooperation with
Catawba Soil & Water Conservation District
And
Natural Resources Conservation Service
March 2024

T&e of Contents
Pages
System Overview
3
Waste Storage Pond/Waste Storage Tank
5
Feed Alley and Manure Storage Facility
5
Waste Water Piping
6
Waste Handling Equipment
6
Clean Water Collection and Piping System
7
Concrete Curbs
7
Vegetated Diversion
g
Livestock Exclusion
8
Filter Area Planting
g
Stock Trails
g
General Comments
g
Additional Considerations and Responsibilities
1.0
2

SYSTEM ❑VERVIEW
This Animal Waste Management System consists of the following major components:
1. WASTE STORAGE POND
1A. WASTE STORAGE TANK
2. FEED ALLEY AND MANURE STORAGE FACILITY
3. WASTEWATER PIPING
4. WASTE HANDLING EQUIPMENT
5. CLEAN WATER COLLECTION AND PIPING SYSTEM
6. FILTER AREA FOR LOUNGING AREAS
And the following associated components
7. CONCRETE CURBS
8. VEGETATED ❑IVERSION
9, LIVESTOCK EXCLUSION
10. FILTER AREA PLANTING
11. STOCK TRAILS
Milk cows, dry cows, and heifers are housed in freestall barns and pastures. It is estimated that
100% of the manure is collected at freestall barns and three other cattle barns. 25% of manure
is scraped and spread at the feed alleys located in pastures. The waste storage pond is designed
to provide storage for manure, normal runoff from the drainage areas and waste water from
the milk barn and provide storage space for the twenty-five (25) year, twenty-four (24) hour
storms runoff from the drainage areas.
The Animal Waste Management System is designed to prevent discharge of Animal Waste
Contaminates to surface waters from the twenty-five (25) year, twenty-four (24) hour storm, as
required under the Non -Discharge regulations.
Runoff from lounging areas and small feed areas in pasture will be diverted through 100' or
greater of vegetated filter area. Vegetated filter areas are located below all bare areas and all
gravel heavy use areas.
OWNER/OPERATOR RESPONSIBILITIES
S&L Riverside Dairy, LLC is responsible for proper installation, operation and maintenance of
the waste storage pond tank and facilities. Although the waste storage pond was designed by
agencies of the Conservation Partnership (NRCS, SWCD, ❑SWC) using the hest available
technology, it needs t❑ be inspected and property operated and maintained in a safe manner if
it is to operate as planned and designed-
3

5&L Riverside Dairy, LLC is also responsible for applying animal waste in accordance with their
waste utiiization plan. They racist properly handle the waste in an environmentally sound
manner, without negative impacts on state surface waters, groundwater, soils and crops,
grazing animals or other consumers of craps and without impacts to their neighbors,
The farm is required to maintain records of waste application as well as waste sample analyses
and soil analyses for each field receiving waste applications. These records should be
maintained and available at the farm. The waste utilization plan and maps of farm fields
receiving animals waste and their acreage should also be kept on the farm. Keeping accurate
records, along with implementation or proper BMPs on the farm, is the primary method for -
proving to government regulators and the general public the waste management system is not
causing an adverse environmental impact.

1, WASTE STORAGE POND
If11a �II�T►1J
The waste storage pond is designed to store manure, runoff and wastewater. Additional
storage space is included to contain the twenty-five (25) year, twenty-four (24) hour storm
runoff from the feedlot. A post is installed with the level of the top of post indicating the level
of storage available prior to infringing on the 25 year, 24-hour storm capacity. The waste
storage pond consists of earthen dam. The maximurn storage level below the emergency spill
elevation is shown below for the pond. The design storage is period is also shown.
Max Level
Design Storage Period
Waste Storage Pond
0.6 below ESW
160 Days
Pump Pit at old Freestalls
Push Off Ramp Elev,
The service life of the waste storage pond will be determined by the level of management for
the entire system. Once solids have reached the waste storage pond, how effectively the waste
is agitated will determine the amount of solids which remain in the waste storage pond.
Over time It is expected that some solids will accumulate in the waste storage pond. Poor
management will result in the rapid accumulation of solids, which will reduce the usable
capacity of the waste storage pond to the point that some form of dredging will be required. if
a large volume of solid waste is allowed to wash from the lot and/or if inadequate agitation is
performed, this dredging operation could be required in a very short period of time.
Vegetation on the dam should be inspected periodically and reseeded as needed to maintain a
vigorous stand. The darns should be mowed at least annua#iy to prevent woody growth.
Mowing operations must take place only when the soil of the dam is dry, and vegetation should
not be mowed to a height of less than four (4) inches at any time. See Filter Area Planting for
further maintenance requirements. Any evidence of sloughing or seepage should be reported
to the Catawba Soil and Water Conservation District Office.
1A. WASTE STORAGE TANK
OVERVIEW
The waste storage tank is designed to store manure, runoff and wastewater. It is to act as a
temporary holding tank to he pumped into the waste storage pond. This tank is being used on
an as needed basis, the majority of the waste is pumped straight into the waste pond.
Additional storage space is included to contain the twenty-five (25� year, twenty-four- (24) hour
storm runoff from the north feedlot.
0 P E RAT10 N/MAI NTENANCE

The tank should be inspected regularly for leaks and degradation. Inspect all pipes and
connections to the tank. Inspections or repairs of waste storage tanks can be hazardous
because it involves entry into the tank where toxics, oxygen displacing, or explosive gases may
be present. Confined space entry training should be had by anyone entering tanks for repair.
Remove any waste or other materials that are around the base of the tank to keep the bottom
rings from corroding.
FEET] ALLEY AND MANURE STORAGE FACILITY
The collection of waste pertains to the capture and gathering of manure so it can be further
managed. Manure is stored and/or collected from a couple feed alleys at housing barns. The
solid manure stacking facility provides storage for a month or so. A roof covers the feed lanes
and manure storage area to prevent the addition of rainfall to the waste. Manure is pushed
into the storage using a tractor. The waste should be scraped into the stacking facility before
manure reaches a depth of O.S'.
The storage component of the system is the stacking facility. A rninimurn of six inches of
freeboard near the wall will be maintained in the dry -stack at all times.
The manure dry -stacking facility will be inspected periodically for damage and deterioration.
Check the concrete for cracks, scaling, exposed reinforcing steel or pieces broken off. Inspect
the roof structure and waifs for rot, insect or animal damage, broken or warped lumber, rusted
fasteners and roof leaks. Make any necessary repair immediately. Consult the Catawba Soil and
Water Conservation District for technical assistance making the repairs.
A few small feed alleys are located above grass Filter areas in pastures. Waste will be scraped
regularly form the feed alleys.
3. WASTEWATER PIPING
OVERVIEW
Wastewater piping consists of a pipe from the milking parlor to the pump pit and transfer pipe
form pump pit to waste storage pond.
MAINTENANCE
Inspect the pipe components for cracks or other damage, and make repair or replace as
needed. Inspect the structure regularly and remove accumulated solids.
4. WASTE HANDLING EQUIPMENT
OVERVIEW
The waste handling equipment consists of slurry pumping equipment. Waste Storage Pond is
agitated prior to pumping waste. Manure accumulations will be removed from the pond by
pumping to slurry haul tanks. Dry rnanure will be spread using dry manure spreader.

OPERATION
Manure spreading should be initiated prior to the liquid level reaching the 'full
storage level marker in the waste storage pond. When the liquid level in the
waste storage pond reaches the marker., liquids must be removed. ❑o not
spread in such a manner as to cause runoff of e0ibn. Do not spread on frozen
or saturated soils.
The it►itial step in each spreading operation is to properly agitate the Waste in the
waste storage pond.
MAINTENANCE
Soil tests the applibation. fields every three jrears. Vegetation in. the fields should
be, inspected periodically and reseeded. as needed to insure a vigorous stand.
Fields may'also need to be limed based on soil test results. See Nutrient
Management Plan.
5. CLEAN WATER COLLECTION AND PIPING SYSTEM
OVERVIEW
Clean water collection and piping consists of piping clean water under stock tralls
and diverting clean water around lounging and feedlot areas and waste storage
pond.
MAINTENANCE
Inspect the corn panents of the QLEAN WATER 00LLECTi0N ANIa PIPING
SYSTEM annually for cracks or other damage, and make repairs or replace as
needed. Inspect annually and remove accumulated sediment.
a. CONCRETE CURBS
OVERVIEW
The canerete curk s constructed around the feedlots and freestaII barns are
required td divert water and waste into waste: storage pond.
MAINTENANCE
The concrete should be inspected periodically for major cracks.

7. VEGETATED DIVERSION
OVERVIEW
VEGETATED DIVERSIONS are located above the WASTE STORAGE POND
and freestall barns and will convey lion-coritarninated runoff arouhO the
structures. biversions will also he located around the feed areas to divert Clean
water,
MAINTENANCE
The vegetation in the diversion should be inspected periodically and reseeded as
needed to insure a vigorous, stand, It is essential that neither vehicles nor
livestock bb allowed to create travel lanes within the diversiork. The diversion
should be mowed at least annually to prevent woody growth. The diversion may
be control grazed or mowed for hay. Grazing and mowing operations must take
place. only when the soils. are dry., and vegetation should not be grazed or mowed
to -a height .of lees than four (4) inches. If sedimentation has reduced the
capacity of the channel, contact the Catawba Soil and VVater-Qonservation
District for technical assistance in correcting this problem, See FILTER_ AREA
PLANTING for further maintenance requirements.
8. LIVESTOCK EXCLUSION
OVERVIEW
LIVESTOCK EXCLUSION is installed at locations as indicated on plan -maps,
MAINTENANCE
Inspect the LIVESTOCK EXCLU81QW periodically for mechanical damage or rot.
if fencing wire becomes loose, re -tighten. If fence posts are rotted or damaged
in any way, replace damaged posts,
g. FILTER AREA PLANTING
QVEkVIEW
FILTER AREA PLANTING applies to seeding 100' of grass below the lounging
areas and seeding diversions,

MAINTENANCE
Soil samples should be taken at least every three years. Fertilizer>and lime
should be applied at the rates rebommended as a result of the soil test. Fertilizer
and lime should, be applied either during September October or February -March.
Vegetat€oh should be inspected pefiodidally and reseeded as fteeded td 'insure a
vigorous stand.
The filter area .may be control grazed ar mowed for hay. Grazing and mowing
operations must take place only when the soils are dry, and vegetation should
not he grazed or mowed to a height of less than four (4) inches. All FILTER.
AREA PLANTING should be mowed at least annually to prevent woody growth.
Mowing operations must take place only when the soil is dry and vegetation
should not be mowed to a height of less than four (4) €hches at any time, Do .not
mow cool season grasses -during periods when plants are showing signs of
drought stress.
The number of cattle allowed on lounging area/pastures is critical to success of
the filter -areas, Cattle: housed exclusively on pastura should be limited to. a lower
stocking rate during wet winter mar#ths. A stocking rate of 4 cows per acre
during the whiter is soggested as an acceptab[Ee rate. Actual stock-ing 'rate
should be based on how well Vegetation is maintained ih pasture especially near
drainage ways.
10, STOCK TRAILS
OVERVIEW .
Stock trails are located as indicated on plan maps.
MAINTENANCE
Inspect the stock trains periodically for damage and wear. If gravel layer
becomes thin, gravel shall be replaced to Maintain a minimum ,of 4" of cover over
the filter cloth. Manure accumulations in broad-Oased dips an stock trail shall be
removed at regular intervals to prevent overtopping.
GENERAL CC)MMENTS
PESTICIDE USE
Extreme care should he exer--eised with the use of all he(bicides so that desirable
vegetation, especially than of the filter area, diversion and dam, is not. adversely

affected. It is a violation of law to use any pesticide iri a manner not permltted 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
Notify the Catawba Soil and Water Conservation District if repairs or major
modifications are required for any of the corrlponents cf th'is,Vllas'te Management
System.
Additional Considerations and Requitrements
The collection, treatment and storage facilities shall be properly
maintained and operated at all times; this also includes the land
application equipment and sites.
2. A suitable vegetative cover shall be maintained on all land application
sites and buffers. in accordance with .the Waste Utiliza#ion' Plan'. Na wash
may be applied- on fields not approved by or prepared in accordance with
the Waste Utilization Plan.
3. An acceptable pH of the soil shall be maintained on' all land application
sites to insure an optimum yield for the crop(s) being grown.
4. The plant available nitrogen (PAN) application rates and hydraulic loading
rates identified in the Waste Utilization Plan shall not be eXceeded.
5. Application of animal waste on land Which is used to grow crops for direct
human consumption (e.g., strawberries, melons, lettuce, cabp'age, etc..)
shall not of cur within 30 days. prior to oe during the planting ofF tie crop or
at any time during the growing season, or In the case of fruit bearing
trees, 30 days �pribr td breaking dorrrlandy. For fiber and food crops,
whieh.'undergo further processing, application of animal waste shall not
occur within 30 days of harvesting, if waste is to be applied to bare soil,
the waste shall be incorporated into the soil within 24 hours after the
appiicatior) on land..
0. ❑omestic wastewater from showers, toilets,, etc. shall not be discharged
into the animal waste manor gement system. Wash' vats required to be
connected to the animal waste ManagemerRt-system by the .Grade A
Pasteurized Milk Ordinance Part ll; Sectlon 7, Item 5r are exempt from
this requirement. V 00,—down Of stock trailers owned by and used on the
dairy only will be permissible as long as the design accommoddtes the
in

additional wastewater and as long as detergents and disinfectants are
used which have been labeled as readily biodegradable by the
manufacturer.
7. Disposal of dead animals shall be none in accordance with the North
Carolina Department of Agriculture (NCDA) regulations and the Waste
Utilization Plan.
8. Grazing of,animals on.appli'Qatian sites shall be ooritmiled in accordance
with USDA -Natural Resources Conservation Service Standards.
9, Solid materials such as, but not limited to, bottles, gloves, syringes, silo
covers or any other solid waste from the dairy operation shall be
prevented frorn entering the waste management system and shall be
disposed of properly.
10, The facility must have either adequate animal waste- application or
handling eguipment on site, a lease for the use. of necessary equipment, a
contract with a third party-appIicator,or a contract for the pueohase of the
equipment. In all cases,.the equipment must be capable -of applying the
waste on sites specified in the Waste Utilization Plan and at rates riot to
exceed agtanomic and hydraulic- loading for the sites.
11. Animal, -waste shall .n❑t be applied to wetlands or surface water or shall not
reach wetlands or sufface waters of the state by runoff, drift,, manmade
conveyances (pipes a ditches), d[rect application, or direct discharge
during operation or land application, Any -discharge of waste, which.
reaches surface water, Is prohibited. Illegal discharges are subject to the
assessment of civil penalties of up, to $10,000 per day per viola 6 h by the
Division of Water Quality for every day the -discharge continues.
12, Animal waste shall be applied on land eroding at less than 5 tans per
acres per year. Waste may be applied to land 'that is -eroding. at 5 or more
tons bLit,less than 10 tons per acre pie year providing grass filter strips are
installed where runoff leaves the field.
13. Animal waste shall riot be applied to saturated sails, during rainfall events,
or when tho sail surface is frozen. When animal waste is to be applied on
acres subjopt f[ooding, it will be soil Irtcorpbrated an convontionally tilled
cr❑plarid. When applied to conservatipn-tilled crops or grasslan.d; the
waste may be broadcast, provided th'e application does not eccur'dudng a
season prone to flooding,
14. Animal wasfe shall not. be applied closer than 25 feet to .surface water,,
This distance may be reduoed for waters that are not perennial provided
adequate vegetative -filter strips are present.

15. Animal waste shalt not be applied closer than 100 feet to wells.
16. Animal waste -shall not be applied closer than.200 feet to dwellings other
.than those owned Eay the landowner.
17. Waste shall not be applied on other property or public right-of-ways.
18. Ahimal waste applied on grassed waterways shall beat agronomic rates
and in a manner that causes no runoff or drift from the site.
19. Waste shall he tested within 60 days of utilization and soil shall be tested:
at least every th.ree,years at crap sites where waste products are applied,
Nitrogen shall be the rate -,determining element, Zinc, and copper levels in
the soils shall be monitored and aiternative crop sites shall be used when
these metals approach excess levels. Soii test and wasteanalysis
records shall be kept for 5 years or as required by permit.
20. Liquid waste shall lac applied at rates not to ekceed the soil Irifiltrafion
rate. Nb ponding shall Occur,
21, Records of waste application shall be maintained to establish actual
application rates. The records will include. date of application, amount of
waste applied per acre by tract number and field number, most recent
waste analysis and soil test report, and the realistic. yield expectation
(RYE) nitrogen rate. Waste application records shall be rriaMtained for 5
years or as required by permit.
22. Proper caI[bration of aipplioation equipment should be done to ensure
uniformity and accuracy of spreading rates.
23. Animal waste should be applied on actively growing crops in such a
r.hanner that the crop is riot covered with waste to a depth that would
inhibit growth, The potential for salt damage from animal waste should be
considered also.
24. It is the responsibility of the owner of the dairy to secure an update of the
waste utilization plan when there is a change in the operation, number of
animals (increase), method of utilization or-Pvailab.le land.
t2

w U N
C
L
m
m
� �
0
'i
Z
In
Fu
(6
U
i6
2 N
LV
�
N
W
Q-
J
Ln
z
d
m
N m
cn
U
U
2 2
C
c I N f6
C C L
L L d N O
CO COC t L
OCL fL6
O
N N (1) Ln
N N U
N s 2
= N
L.L L.L (>p
-i N d H
L.L L.L = (n 5

Date: 2/13/2023
Genera! (ad hoc) Map
Cllenl(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
Approximate Acres:197.40 NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 5421, Fields 1.10.11.2,3,4,5,6,7.8.9
o 752
peel
Practice Schedule
PLUs
USDA
Prepared with assistance from USDA -Natural Resources Conservation Service
NOTE:
T: 5421 F:1 is T:5241 F:1 B on 1NUP
S
T: 5421 F:1A is 3 acres and beside the waste pond

Date: 4/8/2020
Conservation Plan Map
Client(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
0 752
Feel
Practice Schedule
PLUS
USDA
Prepared with assistance from USDA -Natural Resources Conservation Service
A

Date: 4/8/2020
Conservation Plan Map
Client(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina nres
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 238, Fields 1
752
USDA
Feat
Practice Schedule
PLUS
Prepared with assistance from USDA -Natural Resources Conservation Service
A

Date: 4/8/2020
Conservation Plan Map
Clients): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 199, Fields 1 Tract 5425, Fields 1 Tract 5426, Fields 1 Tract 6041, Fields 4
Prepared with assistance from USDA -Natural Resources Conservation Service
n 376
Feet
Practice Schedule
PLUS
USDA

Date: 4/8/2020
Conservation Plan Map
Client(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 5425, Fields 1 Tract 5426, Fields 1 Tract 6041, Fields 4
376
USDA
Feel
Practice Schedule
PLUs
Prepared with assistance from USDA -Natural Resources Conservation Service
NOTE: T:6041 F:4
Is no longer in the waste plan and waste
isn't being applied on this field. A

Conservation Plan Map
Date: 4/8/2020
Client(s): S & L RIVERSIDE DAIRY
Catawba County, North Carolina
Land Units: Tract 98, Fields 1 Tract 5423, Fields 1 Tract 5424, Fields 1
Assisted By: JULIUS JOHNSON
NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Prepared with assistance from USDA -Natural Resources Conservation Service
0 3/6
Feet
Practice Schedule
PLUs
USDA
1'
A

Date: 4/8/2020
Conservation Plan Map
Client(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 80, Fields 1
376
Feet
Practice Schedule
PLUs
USDA
Prepared with assistance from USDA -Natural Resources Conservation Service
A

Date: 2/13/2023
General (ad hoc) Map
Client(s): S & L RIVERSIDE DAIRY Assisted By: JULIUS JOHNSON
Catawba County, North Carolina NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Land Units: Tract 47, Fields 4 Tract 4718, Fields 2 Tract 4720, Fields 1 Tract 6155, Fields 5
376
USDA
Feel
Practice Schedule
PLUs
Prepared with assistance from USDA -Natural Resources Conservatlon Service
NOTE:
T: 4720 F:1 is T: 81 F:3 in WUP
T: 6155 F 5 is T. 81 F:4 in WUP
T: 4718 F:2 is T 81 F:1 in WUP
N
A

Conservation Plan Map
Client(s): S & L RIVERSIDE DAIRY
Catawba County, North Carolina
Land Units: Tract 4717, Fields 1
M
Feet
Practice Schedule
PLUS
USDA
Assisted By: JULIUS JOHNSON
NRCS
NEWTON SERVICE CENTER
CATAWBA SOIL & WATER CONSERVATION DISTRICT
Prepared with assistance from USDA -Natural Resources Conservation Service
A

S&L Riverside Dairy LLC
This plan has been prepared for
S&L Riverside Dairy GLC
Andrew Lail
5877 Old Shelby Road
Vale, NC 28168
828-446-3633
312.1120 24
This plan has been developed icy:
Catawba Soil & Water Conservation
Blake Henley
1175 South Brady Ave.
Newton, NC 28658
828-465-8959
7 L-4�z
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
a',L /1' &/
Signature (owner)
' 4- 0-;,/
Signature (manager or producer)
3 I Z812a ? q
Date
3 1 -Zs Izo-2y
Date
This plan meets the minimum standards and specifications of the tl.S.Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adapted by the Soil and Water
Conservation Commission.
Plan Approved By:
- S � S' r- -3
*,,W,,,1'Sp,6aIlst Signature Date

S&L Riverside Dairy LLC
312/12024
Type of Plan: Nutrient Management with Manure Only
Narrative:
2-13-2023
The total amount of waste produced on the farm were calculated by Sam Bingham (Soil & Water
Division Engineer). The waste amounts used in the WUP are listed on his design for the waste
pond, There are 2 waste sources in the waste utilization plan (Dairy Heifer Solid Waste and user
defined Liquid Manure Slurry). Nutrient management was having issues computing the user defined
source for the solid waste, so I used a standard source for the solid waste after consulting with
Michael Shepard (Senior Environmental Specialist Division Soil & Water], The current waste plan
total amount for solid dairy (heifer) waste is 768 tons/year per 64 animals, but the farm only
produces 764 tons/year per 245 animals. I also tried adding a rotation for mixed cool season hay on
the fields that had field craps planted on them When I tried to add mixed cool season hay to the
rotation it would go out to a 5-year rotation on the waste utilization plan. After talking with Michael
Shepard, we removed the mixed cool season hay and replaced it with fescue grass hay. Now the
waste utilization plan is on a 3-year rotation as it should be.
3/2112424 10:54:32 AM 1 I 1

Sources in Plan
5&L Riverside Dairy LLC
Nutrients applied in accordance with this plan will he supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
S 7
Dairy {Heifer} Solid waste generated 768 tons/year by a 64 Dairy (Heifer) Solid operation.
NOTE: Actual waste generated is 764 tonslyear (per waste pond design) by a 245 Dairy
(Heifer) Solld operation. This is also referenced in the narrative.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Injected
5,161
Incorporated-4 wks or less
following application
5,161
Incorporated-5 wks to 3 seas
following application
3,441
Broadcast
3,44I
Irrigated
3,441
Max. Available
PAN (lbs) `
Actual PAN
Applied (Ibs)
PAN Surplus 1
Deficit fibs)
Actual Quantity
Applied (Tons)
Surplus/ Deficit (Tons)
Year 1
3.441
5,177
(1,736)
i,156
(388)
Year 2
3,441
6,746
(3,305)
1,606
(738)
Year 3
3,441
3.901
(460)
071
(103)
3/2112024 10 53:11 AM 1 1 2

Sources In Plan
S&L Riverside dairy LLC
U 1001
S&L Liquid Manure 5turry waste generated 4,888,000 gals/year by a 560 dairy (Faulk Cow) Liquid
Manure Slurry operation. This production facility has waste storage capacities of approximately
160 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Infected
49,244
Incorporated-4 Wks ortess
following application
49,244
Incorporated-5 wks to 3 mos
following application
32,830
Broadcast
32,830
Irrigated
32,830
Max. Available
PAN (lbs)
Actual PAN
Applied (Ibs)
PAN Surplus 1
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplusl Deficit
(Gallons)
Year1
32,830
83.970
(51,140)
12,502,078
(7,614,078)
Year 2
32.830
79,581
(46,751)
11,848,655
(8,960,655)
Year3
32,830
36,163
(3,333)
5,384,292
(496,292)
3/21/2024 10:53:11 AM 112

Planned Crops Summary
S&L Riverside Dairy LLC
The table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
and Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal
Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field,
where available.
If a filed's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested
plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
no additional applications of manure. Regardless of the PLAT rating starter fertilizers may be recommended in accordance with
North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the
following table if the field's PLAT rating is High or Very High.
Tract
Field
Total
Acres
Wettable
Acres
SMU I
LI
Crop Name
RYE
Recom-
mended
PAN
PLAT
Rating
P205 (Ibslacre)
Crop
Removal Applied
47 _ 4
4.2
4 CaB 21
Corn, Silage
22.5 Tons
245
Low
77
NA
Fescue Hay
4.9 Tons
216
Low
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Low
33
NA
Small Grain, Silage
10.8 Tons
120
Low
58
NA
a0 -
1 1 23.4 23.1
CaC
21
Corn, Silage
21.2 Tons
231
Low
72
NA
Fescue }lay
4.6 Tons
202
Lew
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Low
31
NA
Small Grain, Silage
10.1 Tons
112
Low
55
NA
81 -
1 2.2 2.1
CaC
21
Corn, Silage
21.2 Tons
231
Low
72
NA
Fescue Nay
4.6 Tons
202
Low
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Low
31
NA
Small Grain, Silage
10,1 Tons
112
Low
55
NA
81. 3
5.9
5.3 CaB
21
Corn, Silage
22.5 Tons
245
Law
77
NA
Fescue Hay
4A Tons
216
Low
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Low
33
NA
Small Grain, Silage
10.8 Tons
120
Low
58
NA
81 —
4
11.6
11.3
CaC
21
Mixed Cool Season Grass -Hay 3.2 Tons
141
Low
45
NA
98 —
1 1 22.2
21.7
CaB 21
Corn, Silage
22.5 Tons
245
Medium
77
NA
3/2112024 10:59:18 AM 1 14

Planned Crops Summary
S&L Riverside Dairy LLC
Fescue Hay
4.9 Tons
216
Medium
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Medium
33
NA
Small Grain, Silage
10.8 Tons
120
Medium
58
NA
Corn, Silage
22.5 Tons
245
Low
77
NA
Fescue Hay
4.9 Tons
216
Low
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Low
33
NA
Small Grain, Silage
10.8 Tons
1201
Low
58
NA
Mixed Cool Season Grass -Pasture
2.5 Tons
82
tow
3
NA
Corn, Silage
21.2 Tons
231
Law
72
NA
Fescue Hay
4.6 Tons
202
Low
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Low
31
NA
Small Grain, Silage
10.1 Tons
112
Low
55
NA
Corn, Silage
22.5 Tons
245
Medium
77
NA
Fescue Hay
4.9 Tons
216
Medium
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Medium
33
NA
Small Grain, Silage
10.8 Tons
120
Medium
58
NA
Mixed Coo} Season Grass -Flay
3.2 Tons
141
Medium
45
NA
Mixed Cool Season Grass -Pasture 3.2 Tons
106
Medium
4
NA
Corn, Silage
21,2 Tons
231
Medium
72
NA
Fescue Flay
4.6 Tons
202
Medium
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Medium
31
NA
Small Grain, Silage
10.1 Tons
112
Medium
55
NA
Mixed Cool Season Grass -Pasture 2.8 Tons 92
Medium
1 4
NA
Mixed Cool Season Grass -Pasture
2.3 Tons
76 Medium
3
NA
Corn, Silage
21.2 Tons
231
Medium
72
NA
Fescue Flay
4.6 Tors
202
Medium
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Medium
31
NA
3121/2024 10:W18 AM 2 14

Planned Crops Summary
S&L Riverside Dairy LLC
Small Grain, Silage 10.1 Tons
112
Medium 1
55 NA
5421 7
8.5
8.3
ToC2 14
Corn, Silage
18.9 Tans
206
Medium
64
NA
Fescue Hay
4.1 Tons
180
Medium
64
NA
Soybeans, Manured, double Crop
32 Bushels
124
Medium
26
NA
Small Grain, Silage
8.7 Tons
97
Medium
47
NA
5421 1
8
5.5 5.3
CfD 21
Corn, Silage
18.4 Tuns
201
Medium
63
NA
Fescue Hay
4 Tans
176
Medium
63
NA
Soybeans, Manured, Double Crop
34 Bushels
132
Medium
27
NA
Small Grain, Silage
8.8 Tans
98
Medium
48
NA
5421
9 15.5
15.4
Cfe
21
Corn, Silage
22.5 Tons
245
Low
77
NA
Fescue Hay
4.9 Tors
216
Low
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Low
33
NA
Small Grain, Silage
10.8 Tons
120
tow
58
NA
5421 1 10
25.7
25.4
CFC
21
Corn, Silage
21.2 Tons
231
Medium
72
NA
Fescue Hay
4.6 Tons
202
Medium
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Medium
31
NA
Small Grain, Silage
10A Tans
1121
Medium
55
NA
5422 -
1 30.5 30,1
Gad
21
Cam, Silage
21.2 Tuns
231
Low
72
NA
Fescue Hay
4.6 Tons
202
Low
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Low
31
NA
Small Grain, Silage
10.1 Tons
112
Law
55
NA
5422 _
2
33.3 32.9
CaC
1 21
Corn, Silage
21.2 Tons
231
Low
72
NA
Fescue Flay
4.6 Tons
202
Low
72
NA
Soybeans, Manured, Double Crop
39 Bushels
152
Law
31
NA
Small Grain, Silage
10.1 Tons
1121
Low
55
NA
5423
i
6.4
6
Cab
21
Corn, Silage
22.5 Tors
245
Medium
77
NA
Fescue Hay
4.9 Tons
216
Medium
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Medium
33
NA
Small Grain, Silage
10.8 Tons
120
Medium
58
NA
5424 ?
1 20.5 27.5
Cad
21
312112024 10!59:18 AM 314

Planned Crops Summary
S&L Riverside Dairy LLC
Mixed Cool Season Grass -Past—
3.2 Tons
106
Low 4
NA
5425 —
1
9.4
9
Cad
21
Cora, Silage
21.2 Tons
231
Low
72
NA
Fescue Hay
4.6 Tons
202
Low
72
NA
Soybeans, Man ured , Double Crop
39 Bushels
152
Low
31
NA
Small Grain, Silage
10.1 Tons
112
Low
55
NA
5425 --
1
17,6
17.2
Cad
21
Corn, Silage
22.5 Tons
245
Low
77
NA
Fescue Hay
4.9 Tons
216
Law
77
NA
Soybeans, Manured, Double Crop
41 Bushels
159
Low
33
NA
Small Grain, Silage
10.8 Tonsl
1201
Low
58
NA
Totals; 378.20
366.60
Notes: 1. In the tract column, _ symbol means leased, otherwise, owned.
Ll
Potential teaching
Technical Guidance
Low potential to contribute to soluble nutrient
None
`2
leaching below the root zone.
Moderate potential to contribute to soluble nutrient
Nutrient Management (590) should be planned.
> = 2 & - = 10
leaching below the root zone.
High potential to contribute to soluble nutrient
Nutrient Management (590) should be planned. Other conservation
leaching below the root zone.
practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered. Examples are
> 10
Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328),
Long -Term No -Till (778), and edge -of -field practices such as Filter
Strips(393) and Riparian Forest Buffers (391).
P Loss Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
26 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
100
Very High
Starter P application only
3/21/2024 10:59:18 AM 4 14

N
a
Q]
T D C
O c
0]--
Q
CL
Qy
C
9@D-
o
c �- m
a7 Q
p a) L) N
Q
o v
F-� aiY
cm(
Q D L 0
L ,�
V1 �.
C "O �
a7Ci
mc�m
7 t
a
+ @ 0]
n D
0 v N cn
c ch
OJ
am
�❑ c
f1] >,
U
., @
(D C U
co
D
C
m a -c
C D
Q
o Q
v
J
N
c6 ' a�
0
m
°' °' °
-0 c m
#+
n Q io
[�
aC:o-i
2
❑7 Q
U O
7'^�
F
D N OL
❑ n
D D
U�] 7 U T
N
Q
N
am
t�6
°' 0-
N
N
a
O
V
c D
�
+�+ ~
?C
Q1 @ a7
rIl @
D
N
d3
D ❑ @
N
C ,LJ
a
L
o
c o
ova
CC)
.0 �
� N
._ D
p� D
U
0
:5
Q]
E
_
.� @
D
tcp C
Q
n�
�
'
N
@
::D0 N
7 D 0 _D
d
d7 �
-2
@•d7
�=•C Q7
dJ n D
-
N n
Q
o 1
C] L
m n
Q Lr- m
9
0
0
a
a
a
o
0
0
a
o
a
o
•4 � m � C
w
u07�4V
co
co
r:
0 l
61
�
a]
a
LOt:
r
cn N
D�
C
•v1
R
•� 3_ Q7
to
d
Lri
c7
a
a�7
N
rn
ci
>`
n
n
m
r`
V
n
m
o
o
cr n d o
a
0
O
O
O
d
a
Q
O
d
d
yy
rL
f_v m Q
M
m
-t
m
rvi
00
m
co
C)
m
m
�
d y a
N
M
N
N
L
a
N
�
N
a
N
.R z
z
Lei. v
a-6
m
a
m
o
m
d
m
ti
m
m
o
m
m
a
m
a
m
b
m
v
m
❑
D
❑
D
O
O
O
O
D
m
O
d
O
m
m`
m`
m
m
m
m
m
CO
m`
m
d
d
d
a
a
O
d
d
d
a
a
4
a z
CD
d
O
d
a
0
O
Q
d
d
d
Em om. z
p U. G A
V z Q Y
C w
ID
uT
N
0
N
N
cJ
[`!
u7
N
O
N
N
d
N
u+
Q 0 r7
N
x.a
C �
z z
O
d
d
r
4
a
C
Co
[]
�c
M
(A
rn
rn
m
rt
•
N
fA
N
N
N
N
N
c
N
c
N
N
C
N
C
Ln
C
y
C
d
r--
G
O
r-
C
O
F
C
O
C
❑
C
P
H
D
❑
O
D
H
Q
F
�.
00
N
7
N
r
co
ry
u7
cq
U7
[�Lq
CV
O
N
N
d
N
a
N
0
CV
V7
N
a
w
or
0)
o
a�
m
@
cil
f9
N
�A
_
U7
C
V]
G
G]
C_
f!]
C
(!J
C
ro
m
w
m
Ev
m
m
a
w
m
u]
C7
in
i7
in
[�
ur
L7
U
in
C7
iA
c
�p
m
c
m
c
m
c
`o
U
U)
C]
CO
U
U)
U
0
2
o
U
E
10
1 U
R1 dl
Q
4
O
c
r
c
O
a
O
O
d
d
.d
-t
V
N
N
N
fy
LD
rrj
N
C•I
a
Cr
Q
. Ql
O
a
C7
4
O
d
d
d
d
a
O
O
N
N
N
N
LO
LO
[V
N
`C%
c
h- Q
N
m
In
m
w
m
m
m
m
m
mm
mm
s0a
as
0
4
O
r
d
d
d
d
a
Q
O
d
d
d
C7
�
V
v
m
cv
m
ca
a
oo
m
rn
co
rn
�
�
°'
F-
d

L�
d
d
d
�v
o
O
r]
d
-0
d
0
a
0
d
tl
0
Q
O
O
I'D
M1
1
eq
0
to
0
I;
CV
M
N
1Stl
cO
c6
v
C7
I
M
m
U]
to
W
M
m
0
o
U')1
f7
a
o
v7
n
d
o
61
o
d
d
N
M1
o
d
;E
0
d
d
9
Q
0o
o
C]
�o
v
fD
e�
a
d
m
o
m
o
cc
a
CD0o
co
m
n
u
0
o
O
d
N
d
cli
0
a
M
O
C)
W>
C.
I--
4
d
d
CDd
M1
Cy
U7
U7
47
N
[D
6
[D
M
0
N
M1
M
M
M
o
a
b
m
d
d
ft
fe;
0
0
LD
v
O
d
a7
N
Co
Q
fA
fV
0
O
n
Cl
d
to
so
0
0
U")
+q
M1
ci
M
cl]
U')67
U}
4"
!
no
a
�
Q
o
4
Ci
1-
CD
V
a.
{�
o
n
�
00
0
G
N
r
f"
N
P7
O
r
C
d
c7
rM
co
Uy
to
00
N
0*
N
fa
q
i7 �
r
C7
la
0
N
a
o
.Q
D
'❑
D
D
O
D
O
D
O
a
Q
'a
D�pp
"8
O
2
-�
D
D
O
Q
2
a
O
D
2
D
Q
'O
0
O
O
CR
W
m
W
m
m
m
m
cd
in
O]
in
m
m
m
m
m
m
m
m
m
d
0
0
O
0
Q
n
n
O
d
d
0
C}
0
0
0
C)
n
d
0
Q
a
o
d
0
d
d
d
O
0
a
O
O
O
d
fl
0
0
Q
Q
O
d
O
d
C)
d
Q
N
N
U]
47
Q
W
W
Y'
N
N
N
M
N
M
fD
M1
fD
N
to
r
r
C?
dl
00
6]
_
EO
p7
M
_
co
61
OS
M
OO
00
00
6]
N
C
❑
h
N
C
❑
N
C
Q
ul
C
a
(A
C
o
y
❑
N
C
❑
w
C
❑
C
C
0
N
C
❑
N
C
Q
N
C
P
Nl
C
Q
I
C
N
C
N
C
N
C
C
❑
=
Q
C
Q
CQ
U.)
N
r
Iq
Sn
N
N
w
co
N
N
N
N
r
r
z
fb
P7
m
N
r
4}
0
N
N
d
sV
M
0
0
M
C%
N
[V
d
h1
[V
iV
CV
d
PJ
yNj
cla
N
N
N
N
N
A
N
07
rn
[G
C
o
N
a7
�J
{O
C
o
LPN
C
❑
U7
ai
f6
Ul
rn
[O
C
❑
f[Ip�
C
o
l37
rn
SV
is
of
(a
C
❑
N
C
❑
on�N
C
a
p
C
❑
N
O7
M
L77
fI'J
0
U]
lVp�
V7
in
�
�
[17
N
a)
N
o
�'
U'
U �1
co
[,'}
[lCCJ
llrr7
U
U
C9
0
U C1
U 12
m
65
o
0
U `7
Un �
U W
U m
07
0
flr7
N
C
�
F
C
2
�
�
y
�
N
�
�
SG
lO
� h
a7 N
7
�
2
E
�
C
to
,1
a.
0
0
0
[]
�
� �'
fn
�
a
,�'
� a
[)
c)
rn
sn
� a
2 a
,3
2 a
a
Ci
ai
[)
O
[v
0
u9
a
d
6
O_
o
rn
d
as
O
_4
Q
rs
O
+n
O
Cl!
d
Os
O
os
d
rn
CD
ro
ea
00
OR
OR
a
N
O
N,
O
ca
d
r
rq
M
C6
m
N
N
ae
6
ni
[V
Q
a
Q
a
d
12
v2
U]
U7
co
fr!
[n
r
d'
of
d
co
0
C T
O
C i
0
�
6
a
d
d
d
d
d
'q'
0
V
d
M1
Q
M1
P
d
'Q
d
d
pp
V'
d
O
_
O_
0
-
C,
0
a
in
d
�c3
O
Lr7
CR
i�l
00
00
M
M
co
co
CIA
C1
CF7
U
w
m
U
a
LS
C}
U
U
U
U
U
U
U
U
{]
U
U
U
U
U
cit
LL
LL
U
U
F
0
O
d
0
r
a
O
M1
d
n
0
M1
a
y�
n
d
M1
O
M1
0
n
C?
a
d
r
r
m
m
Q
Q
fF]
[D
to
to
Lo
61
�
�
T
yry
V
CV
v
Cy
v
Sy
v
i+1
v
iV
iV
N
v
N
¢N¢
N
[V
N
CV
L�1
N
¢N¢
LV
N
1v

rw F,
r�
J
a
d
9
Q
o
Q
C)
O
o
d
d
d
d
d
a
p
a
Q
N
UN7
4�
LO
M
C,
rn
N
U�
v
o
M
v,
a)
�
-
a
�n
ca
M
to
N
cv
rn
Oo
N
r-
47
Ln
r-
(.p
a�
d
o
Ln
a
rp
Ln
ao
p
p
p
a�
00
0:)i`
fp
m
�
O
0
V
o�
C3
M
M
LO
Y�
M
N
[a
o
n
U7
M
u�
M
1l
cc
cu
C)
o
LO
N
M
F+
N
r
N
Lo
M
v
a
ro
Tl-
!+1
�
U]
Q
Ln
00
m
O
O
d
d
b
O
O
a
a
Q
a
a
Q
Q
o
o
O
d
N
N
N
N
N
G
C
Q
C
P
C
o
C
❑
C
❑
❑
1
m
m
is
0
Q
C
@
0
p
p
a
0-
¢
7
O
CO
N
W
[ii
{r)
t•
r'7
��
[h
f�
C7
[0
M
F�
f�
fh
�D
C7
04
r-
M
O1
N
r-
cp
Oi
G0
co
C7
00
n
'?
chi
M
R
M
00
[p
0o
U7
M
W,
[o
7?
00
a
Ri
m
0.
fl
M
w
M
r
fD
r
ep
r
fG
0
O
ry
Cp
�
o
C
N
ry
w�p
N
LnN
u7
N
43
le `N
to
o
NLn
ry
❑
[tl
�
O
h
a
a�p
o
a
a
CO
a
as
a
O
a
P
O
a
O
aarpp
ti
O
O
07
❑
O
O
O
Q
2
O
O
m
m
m
m
m
m
M
M
M
CO
m
M
d
a
a
p
p
Q
Q
Q
o
O
O
d
a
d
a
a
a
a
d
d
d
d
d
d
d
a
p
d
Q
Q
C+
o
O
d
d
d
n
rn
Q
co
T
U7
V
O
N
M
e-F
M
nF
M
N
LO
C
Q
N
co
Q
C7
fV
�
rJ
N
N
N
N
N
N
t+l
C+1
N
to
r�
�
r
N
N
C
N
N
C
h
C
N
C
N
C
fA
C
N
C
LO
C
N
❑
N
C
N
C
V1
C
v)
C
0
C
N
C
❑
6
C
�
❑
❑
❑
P
D
D
❑
❑
❑
❑
C
❑
O
Q
❑
T•
Lt j
r l
z-
117
0G
V]
CQ
�
[Xi
�
ry
N
'2d
iV
N
d
N
d
Ct1
CV
p
C7
N
Q
N
[+F
o
N
0
01
M
M
cc)
U]
U)
V?
fl)
V]
U]
S!)
sU
U)
U)
r
m
N
E
❑
C
{if
C
70
E
m
C
W
`
(a
H
l0
C
5
E
P
E
o
E
D
E
O
E
D
E
❑
25 is
❑
E
C)E
V)
U
w
U
0
U
V)
U
cn
u
co
U
G7
2 0.
U
0
C)
[n
O
a
Q
Q
o
C)
O
d
a
a
p
a
Q
Q
fl
b
C.
CO
LO
LOLO
(v[
r.
0)
❑]
t�
f-
N
N
M
M
r7
N
d
a
a
o
O
Q
d
o
b
d
d
a
a
a
a
Q
Q
u7
U?
N
U)
U�
47
M
M
V
V
U?
V
(o
LO
rn
LO
Ln
47
n
LO
Liz
d
a
q
p
(D
co
co
M
V,
1+
n
lo
N
N
cl7
M
M
M
N
U
❑
C]
�
�
U
C)
U
U
U
ul
ry
0]
M)
C)
U
co
U
m
m
m
m
cp
❑
h
U
U
U
U
U
U
su
U
ra
U
",
U
13
U
U
Um
C)
U
U
U
p
p
q
O
t
C7
b
d
d
a
a
p
�
a
Q
4
O
O
6
d
co
m
rn
al
N
r4
2
ty
_
N
fV
{I
N
N
vi
C\r
CMV
N
in
cN�
�t
Nq
t
�Ny
'CY
N
Lr)
L�f]
47
�+
n
UU7
LLLD
kO
in
�
Li]
to

0
0
d
d
0
d
d
p
0
0
d
0
0
4
Q
0
0
d
1
I
1
q
1p
S7 y a i6
❑ CP
00
47
Ln
m
Q
m
N
N
❑]
('�{
u
0V
N
W)
to
U;
m
O
to
[r7
r
0
p
p
O
O
0
0
O
0
0
p
t7
0
0
0
0
0
p
yy
Qw
CO
4"}
n
Cn
w
en
Q
W7
M
q
N
S❑
C
10
C7
17
CV
(p
c0
tn
co
a7
co
[p
R]
m
d7
IQ
m
C,
[Q
10
07
Qf
m
Q]
OD
m
LEI
0a
m
a
fA
CA
In
m
to
in
N
Y
O!
rG
to
N
l0
00
m
0
to
a]
N
Q
m
C"
C
lO
tl7
k7
oe
M
C7
t0
7 Q
c4a c x
r
r
r
pn
p
[gyp
m
m
m
m
f0
ro
[b6
co
O
p
❑
❑
❑
O
❑
❑
2
❑
❑
O
m
2
O
0
0
Q
CO
m
m
m
w
m
m
m
w
m
m
CD
m
m
m
m
m
.
0
O
d
N
0
0
N
p
0
Cl
d
O
0
0
0
t7
N
0
y_
N x
p
p
0
0
d
0
d
0
0
p
C7
C7
0
0
0
0
0
p
❑L ate
41 Q
N
CV
N
cy
N
N
N
r
N
LO
tD
N
0
N
[n
In
a
r�
d
N
CA
In
C.fl
0
N
4 Y cr .
N
x x
a
r
r
r
uz
to
�
u�
a�
ti
M
rn
n
M
m
ti
�
rn
ti
m
rn
�
ti
r3
rn
n
m
n. d
c�
as
co
a
v
;5
rn
4
m
rn
4
m
;a
rn
v
w
rn
111
O
G
❑
F
N
Q]
L
y
4
C
6
F
N
C7
N
6
C
❑
~
N
N
r
N
=D
G
❑
F
N
al
.0
N
P
N
0
C
❑
F
W
L
�
N
=O
Lo
C
❑
~
..
F
F
�
F
m
F
°0
D
°p
H
°°
li
rn
m
m
cfl
r
m
to
r
m
m
67
N
m
m
o!
Ci
0
cm
cB
zm
CD
iO
3
C6
7
S9
7
C6
a
u}
lO
❑
S6
?
a
[.!7
[ca
V1
try
7,
rl?
m
Lf7
m
w
Pn
N
87
CA
UU
_
72
cL?
=
14
cU
❑
_
gU
2
m
i7
us
[7
Qy
m
L7
m m
m
L7
m _y
U
m
C7
L)
' [�
_y
eo
n
V
1p
in a
V
b
❑❑' �
V
m
3
V
`m
p
u] O
4
O
2
u7
( O
r
to
,i
can
w
U)
L
can
co
L
L
0
y a)d
o
d
0
C.
O
a
o
o
_�
0
r
00
[�]
�
C3
o
M
a
CY]
o
��
o
r
r•
d
N
d
N
A [ev�7f
U,
0
�
[^1
(7
Ctik
C07
C7
Q
W
0
d
d
0
0
0
0
N
0
N
d
137
0
67
O
CA
[fl
p
N
p
N
0
N
0
01
0
Q1
CJ
N
tV
In
�13
N
N
O
N
N
N
lo
I
CJ
m
m
F �
Q
r
m
m
m
m
ro
m
mm
m
m
m
m
m
m
ro
m
L)
m
U
U
U
U
U
cUn
U
U
U
U
0
U
U
U
U
L]
U
co
U
0]
c]
j❑
0
0
p
0
p
0
p
0
O
ID
�
0
00
d
r
O
O
d
0
0
d
0
0
0
C7
O
0
0
0
0 6
O
O
0
d
❑—
r
r
�
Y
_0
■
T
%
Y
r
Y
r
%
Y
%
%
c!
n7
M
r
IA.
v
v
m
cc
ro
ro
m
co
o
ao
co
ro
rn
m
rn
rn
am
0
v

O
4
a
d
d
N
Q
N
a
[+7
Q
W7
O
oo
d
O
Q
N
a
0
to
isi
u�
to
CD
m
Cl)
m
ry
d
a
1-
v
v
Q
m
r-
b
b
Cn
a
o
Q
m
m
v
C!v-
N
b
a
d
wQ
Q
v
b
a
n
N
(D
C)
16
CD
Q
C
Q
C.D
Q
00
c
O
—
CDC)
LO
C7
N
O
n
P'1
Q
d
O
Q
Q
a
d
O
a
O
oMo
Q
c0
a
N
Q
O
N
O
to
r
to
to
Q
(0
[0
b
N
ail
C7
fA
Q
[V
Q
u7
d
V,
Q
O
b
fli
a
a
O1
0�
Q
Q
1�
f-
O
r
Q
C7
Q
Q
M
N
N
vi
CA
CL
fl
r
Cl
O
I'-
O
lA
0
d
CA
u7
r
NCC
m
dl
Y!
N
�-
d
Iti
[►
M
P7
1►
00
is
Hi
[V
SD
ti
[p
1+
cC
v
O_
Ti
6
'♦a
Qcc
P
0
o
a
D
O
O
O
2
2
2
2
6
m
m
m
m
m
D
m
m
m
m
m
2
m
m
m
m
m
m
m
m
m
m
m
m
Q
4
N
b
d
N
O
o
b
Q
d
Q
b
Q
N
N
Q
a
a
Q
Q
Q
d
Q
O
C7
a
d
d
O
CJ
b
C.
Q
d
Ca
b
b
Q
Q
Q
b
d
m
u7
N
tlo
N
O
N
N
It7
ED
Q3
r
V'
V'
Q
N
C]
N
m
u7
m
u7
Q
Q
w
Q
N
O
N
a
N
N
r
N
117
CIZ
c!7
chi
CA
N
N
N
r
N
N
La
to
LO
a1
ti
n
i
rn
;J
00
m
4
GO
00
00
W
V1
67
00
0D
co
ar
Q!
Ql
00
L
w
C
C
6
C
0
C
0
C
N
C
C
6
C
d
N
L
0
t
Vl
C
N
C
N
C
1A
C
C
❑
C
@
_C
m
y
F-
F-
r
a
9
m
W7
[V
cO
a
r
Q
m
CIi
V
CA
V
N
c+i
cV
ai
CC!
Q
Cn
Q
m
m
N
C7
ry
ri
f0
v
t0
r
a
r
C)
m
m
m
m
co
RI
M
IA
M
N
N
7J
-0m
vs
00
a
ED
I
am
o
0
r°�1}
[4
Ctl
7
N
lO
C a
m
�p
cm
0
O
.G
h
R
T
S
C
.�
N a=
7.
Z
O
O
C
@
C
,�
p
�
O
O
Z
Z
@
��
L
fl
Ry5
Um
y
C7
r0
m
07
U
C]
0
LP)
.0
C)
{] 2
w
m
C?
C9
ro�
Um
0
00
`
a
i
sn
�
2
o
cn0
�n
co(n❑
Ma
N
Q
Q
Q
Q
r
[7
a
dT
CDQ
CA
Q
_a
r b
Q
S
Cl
LO
Q
C,
O
a7
t5
67
d
6]
Q
[A
v
[A
Q
CA
O
C7
pi
p7
go
od
N
N
Ca
Co
Cd
CO
N
CV
�
O
d
C]
Q
d
O
cey
�
r
r
r
CD
6i
Q
CD
O
Ci
d
❑+
Q
O
C!
4
b
4
Q
Q
a
a
d
d
Q
a
b
d
Q
Q
O
m
P']
M
co
m
p7
00
9D
M
C7
Q
DO
a0
r
M
C1i
1
r
r
U
Z.
0
U
U
0
U
U
�3
U
U
�
C]
L1
{J
U
C)
U
U
U
IE
I C7
Q
O
t
4
i
Q
k
Q
N
C3
Y
t•
b
f
Ir
Q
M
1�
Q
i
i•
d
N
N
Q
C�
a
■
t`
d
N
i`
Q
t-
r
m
m
Q
Y
Q
m
[i3
m
m
N
N
C7
s•]
(r3
C�1
:'7
srl
�
1
1
�
r
r
i•
h
[V
aN
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Q
0
Q

o
a
a
a
a
p
d
a
4
o
d
N
o
a
a
o
a
a
a
2
rn
m
r
a
It
ir?
O
a
W
Cif
tp
f0
C[rry�
CV
Q
o
C7
N
6
C7f
ll"3
d
W
d
n
[r3
q
M
u-!
[p
UR
d
d
vi
4
CD
m
CDur
v
d
COuc')
toQ
M
a
v
rni
c
M
r
ti
ran
r
Cri
r
N
47
d
aop
CC)
a
a
d
Q
O
a
a
C7
Q
NC9
a
n
a
d
(=I
f]
6
00
O
n
w
a;
U)
d
CO
a
Crr
N
a
ry
u7
Q
N
[s+
o
rn
v
[h
CAa
0
Q
U)
d
(0
M
fV
d
1fi
n
Od
O
V
t,
Q
a
N
U]
LO
EO
ko
OD
w
W
r0
N
d7
lf)
C)
d
of
dr
N
CA
N
01
�
Ep
G
IO
G)
0
rD
CT
{D
m
N
U)
rm
C7
d
►}
to
m
r
M
M
N
[V
r
r
r
I
a6
a
Sn9
a
�6
'�
�
n
a
�
IM
�
m
�
-6
m
o
o
m
2
m
a
m
m
m
m
m
m`
m
m`
m
m
m
a
o
m
m
m
m
m
v
m
m[
m
[7
d
a
M
C0N
C7
C]
N
N
a
a
N
N
Cl
a
N
N
a
Q
N
n
d
N
a
[?
O
a
Q
Q
O
C7
N
Q
CO
CV
N
N
p
Q
n
d
rb
[4
W
N
CO
iA
O
CTi
C4
N
N
N
N
N
N
r!'f
a0
a0
CA
N
r
ti
07
M
[V
N
lL7
Ct N
r
N
r
10
0
LO
C?
ar
r-
c�
rn
n
M
ar
►
n
op
Gp
07
04
00
Ql
V
GQ
GO
C}'!
a0
6)
00r
O1
DO
V!
ca
+R
N
rR
N
N
0
a)
N
0
h
a
N
0
y
N
N
N
=
y
I_-
N
o
C
fA
0
0
0
0
0
N
N
0
0
0
w
°
Q
y
00
[r)
M
C4
[A
r
m
r
r
n
CO
d
~
d
na
m
C F)
CD
W
W
f0
r
o
m
CO
N
CV
N!
4
V'
b
d
d
CO
cO
a
d
W
V)
C
C
�j
Ar
,�,
0cn
0
0
N
c
27
N
��
T
7
(0
7
@
7
8
$
o
z=
��
a
T-
��
z
x
_�
z
s
T
�_
`�
0 d
U T
U m
as
a�
C7
m
a)
m
C7
m m
m
0
C7
�wQ m
0
m
[7
m y
m
i7
m y
d
u7yy
yy0
%�`' U
ra}}
�y7n
_
0% ,U
L7
Lyy7�
iG
ii
O
U
NVN
S9
.i-t .1
Q
L.1
rlU�
[6
ep
•� N
O)
fl]
E
O
6L
E
N
E
p1
C7 O
N
E
[7
N
�a
�a
�a
L
ti
ul
wa
U-
LL
cn
00
tL
�
u�
rn0
LL
m
cn
ACl
tt
u?
uro
m
Co
o
a
Q
o
N
a
N
a
N
Q
Ci
o
Ci
v
Ci
Q
C7
a
[h
d
li
d
[+]
a
(i
Q
d
a
a
V
a
00
Q
l[7
m
lh
r
N
C6
CO
CO
CO
M
OQ
co
N
LO
LO
U-)
U-7
in
in
li7
lL)
N
N
N
M
Iq
Q
Ln
a
rn
n
ur
p
iq
a
+n
a
u,
Q
Ln
4
N
d
w
Q
rn
a
rn
a
Iq
a
rn
4
rn
C7
Iq
Q
C7
d
a
CL)
[p
to
co
CO
m
OD
07
m
ad
Ln
LO
Ln
to
N
�
[`!
Cra7
")
"'
t
0
U
0
�
�
e
In
_m
�
�
�
1 1
0
(}
�}
L7
U
0
U
tJ
U
C]
o
n
a
►-
r
o
r
0to
o
o
n
o
d
a
d
a
o
0
i
x
x
i
�
x
■
■
■
x
a
s
x
+
+
d
iO
on
CO
w
fL
0
n
t.
n
[-
co
cD
m
m
to
M
❑1
m
p
a
a

Is P,
r:.
1
J
p
C)
CR
G
Cl
P
Ci
O
O
O
P
P
n
ti
N
6Y
d
47
Eli
[+7
n
[p
Ln
i--
Q
�.D
N
to
V
to
4
to
f-
N
r
[U
O
UO
d
Cr)
co
!�
n
m
C7
Lo
V
I i
[7
N
l[7
I�
[`7
N
LO
C7
ui
L4
0
to
d,
co
m
p
6
N
N
N
n
V
rn
O
P
n
CD
CI
O
O
O
O
C1
C1
d
O
P
P
y
N
N
vN
&0
N
C
C
❑
C
R
C
❑
❑
C
❑
m
m
m
m
ru
m
q�
c
0
o
0
O
o
v
n
m
o
m
m
to
N
N
in
N
R
m
SO
Y
b
r7
N
GO
[ 7
iD
m
co
IQ
V
uf>
M
to
rR
c.•
N
u'i
C7
co
[❑
�i
c�
ao
�
�
co
N
30
8
m
0.
cNt
cd
A
7
6
p
m
a
to
ry
w
ca
N
Q)
o
rn
to
eo
N
w
rn
47
47
ina
U7
47
m
(b
='i
4
rn
47
'n
07
0
m
G
m
to
m
a
m
m
m
m
m
m
m
d
m
a
m
a
ro
ti
ro
m
m
m
a
m
o
m
❑
a
❑
a
❑
a
o
a
❑
o
❑
R
o
v
o
m
m
m
p0
m
m
m
m
CO
m
m
m
m
m
cQ
0
o
a
v
a
o
0
0
0
o
v
P
o
0
0
v
o
0
0
v
O
P
O
O
O
P
P
P
`3
if#i
N
M
47
PF
M
�
f�
L�7
07
f i
T�
Ci1
O7
Y�
C7
�
Q7
r
�
tlp
�7
V
[n
Ot
Q
00
q
a
o
c
o
t
o
c
m
rro
m
rn
co
m
N
r9
r
m
rn
m
m
N
rn
N
tR6
U7
[G6
U]
[C4
01
{/J
f6
G7
N
.0
b
C
p
G❑
O
,C
.e
m py
a7
U
m N
N
L]
cu
Q '❑
U
m
m
'a
L]
m
jl
'a
(j
m
9
o
E
o o
E
E
$
m
n�
E
$
E
a}
cn
u) ❑
LL
cn
V ❑
L.L
rn
co
a
ti
cn
U ❑
L
(n ❑
a
a
a
P
P
v
a
v
a
P
o
o
a
P
P
17
rn
rn
rn
a
o
a
u�
Q
o
a
N
N
ry
Q
O
N
[V
CV
ip
to
[p
n
❑l
Cr)
07
t�
n
V'Y
C7
C7
m
m
[V
r
C7
C�
c
O
O
P
C1
c
d
O
P
C+
d
O
O
Yn
LQ
r7
r7
C i
d'
V
47
C
V
d;
[p
LO
to
0
o
ri
ri
ri
v7
m
Qfl
w
of
Q
rn
n
n
r
(1)
Cl)
cl
m
Cl)
n7
U
U
U
U
U
m
m
m
U
U
U
U
m
m
m
m
U
m
U
ro
L7
m
U
m
U
m
U
cv
U
m
U
m
U
cu
U
m
U
m
U
m
U
m
U
m
U
Y
�
N
N
CNV
N
ryryi
hJ
N
IN
N
N
rl
CV
N
N
N
tN}

.71
C�,
i H
Q
0
0
P
O
o
Q
O
P
a
n
o
_N
a
M
d
O
Q
T3 W
G
ti
C7
Q
ui
N
a
ao
O
cc
M
A
cr
N
❑]
M
q
❑)
P
d
A
P
ti
d
o0
Q
10 G
•� a Q
W
u'1
N
OD
N
nn
n
N
o
T
O
6t❑
�
f.77
a
co
�
ce7
'G.7
O
d
0
d
a
a
Q
b
0
qr
CD
P
(NA
Q
M
a
[p
d
N
Gi rig LO
C
❑ C D LJ O
m
U';
d
co
U7
ao
QL
w
IQ
co
10
0
N
d
d
M
"
o
d
n
V)
d
0
cn
Iq
o
O
o
d
a
v
ri
ri
v
[a
v
v
ni
r2
o
r=
o
o
c�
r-
o
o
u o M
�d�-
9O
r
LO
DO
to
fV
r
tl7
W
4
r
M
M
fp
Lo
[b
2
ia�
n
a
M
a
t
`E
o
o
a
v
v
o
a
rs
v
o
o
0
o
o
a
a
ti
o
0.
Q
a
a
o
o
o
'
'
m
m
m
in
m
m
co
Oo
m
M
m
m
m
m
m
m
m
m
a
0
0
o
a
o
o
Q
0
d
o
o
a
o
a
o
o
P
_
d
o
0
0
0
o
d
o
o
a
0
a
o
0
d
o
0
ywd
y'C
Q,`ai z
p LL 3 a A
xa"
e C
(A
b
d
N
V
iD
rtT
N
eNa
o
W
N
v
d
O
o
I'llOa.
�
N
r
CV
N
iV
z
v�.
Q�
. d.
w
G7
Y
Y
O❑
OD
W
00
a'J
co
CO
OO
m
M
00
43
N
N
VL
U)
fly
fA
f!i
fA
N
N
N1
0
✓7
C
N
G
U)
C
f/1
C
VI
C
N
C
.
W
C
C)❑
C
C
❑
C
O
C
❑
C
❑
C
❑
C
❑
C
❑
C
❑
C
❑
C
❑
❑
O
O
❑
❑
O
LL'
O7
(O
[Q
n.
N
4)
W
[O
W
Ct
N
cV
N
N
(D
co
00
.
in
m
N
4}6
L
i
NA
ro
1A
=
'O
C
❑
C
6y
C
❑
C
N
G
N
C
N
CL
T
tT
T
7.
C❑
T
T
to
N
co
(n
�
z=
S
40
m
m
m
U
m
m
U e
w
m
w
U
U
U d
U
m
v
U
�3
a
7
7
3
3
3
7
`ti`i
7
❑
7�
�i �..
V!
$j
� �
NN
�
47
tl
N
0)
is
^2
u
_ [a
�2
c
.�S
LL
LL
LL
LL
Z
LL
LL
a.
U-
LL
LL
=
2
LL
ti
y
a
P
a
O
a
M
o
P7
fl
!�
Q
N
d
[f7
O
Y
O
Q
r
a
R7
n
O7
O
Iq
Q
Iq
O
ai
P
m
d
rb
tB tM
•}
N
LLy
ry
`O
M
C)
02
00
M
LV
N
N
t7
O
fl
y. U
Q
61
_ �
d
N
�
Q
CV
d
(37
d
t❑
d
P
61
a
C9
O
67
d
V
0
V'
a
a
a
a
d
t�
d
f�
O
�
O
�
a
ryN
y
m
m
m
m
m
m
tv m
M
rug
1�
9?
w
U
w
U
P
U
3
m
Q
a
Y
O
[7
d
d
O
O
a
a
O
O
fl
O
6
d
d
d
A
a
a
q-
co
d
d
fl]
r
d
o
n
N
O
Q
n
. y❑
v
r
�
n'7
d
CO
m
Q
Q
N
N
c+7
M
1-31
�
m
co
�
rn
6i
N
¢
,�

1�
Q
Q
O
cn
d
d
[�
a
m
P
to
4
4
0
o
a
a
a
o
O
�
Q
Q
�
P
4
CO
❑7
d
d
ro
N
O
d
�
O
d
N
Cr]
Q
['7
[2
m
f�
Tv
t•
CO
C❑
CV
a
ifi
p
67
x]
0
V
Q
['7
❑
O
N
N
O
[A
l7
N
lV
Un
N
Q5
N
P
N
�T
ob
00
OD
N
Ic
07
Lr)
c❑
n
(1)
co
LO
a
05
Up
(D
O
"7
O
NN
d
a
d
a
P
P
O
O
Yy
to
N
co
V)
0
O
�r
n
C
C
C
C
G
❑
lo
@
❑U
iQ
6f
ca
61
cDj
o
a
a
d
a
a
a
Q
C
Ln
o
Lo
d
a
Q
N
P
co
t-
r-
r-
UI7
kr�
to
LO
OR
Un
o
p
cp
U'j
d
Q
4.0
o
U7
O
O
d
m
N
co
N
N
Q
LT]
C`7
¢I
U
N
O
a.
CL
a
cr
m
m
m
o
Q
m
to
co
M
w
M
to
w
M
Ln
M
rn
N
m
N
o
r-
w
rp
m
O
F-
m
t]
to
t1
m
-7
to
p
m
a
m
'0
t4
a
ro
-O
m
1-6
73
u
m
'❑
m
A
m
m
'❑
ro
m
�
t4
❑
❑
D
D
O
❑
❑
a
d
❑
fl
D
O
O
O
O`
❑
D
¢]
In
m
m
m
cc
w
m
m
m
m
m
m
m
m
m
[0
cc
P
O
O
Q
N
b
N
d
N
6
N
a
N
Q
N
P
[+1
Q
N
4
N
CDO
N
N
O
N
d
d
N
a
hl
r
a
a
P
P
O
O
d
d
a
a
a
O
P
P
O
O
a
N
N
t
N
N
Cd
tP
tO
(A
a
(4
a
P
co
C)
Co
cA
!�
.o
��
UD
[n
N
d
N
a
N
[n
ro
P
N
O
to
hl
N
[+1
C7
N
N
N
hl
N
CJ
s`a
m
oo
w
cn
c6
i-O
ca
ca
m
ca
;'j
oo
a7
cp
w
as
Qo
N
C
q
N
C
D
N
C
D
fh
C
D
m
C
D
7i
C
D
0
C
❑
N
N
V)
G
❑
N
C
❑
co
C
❑
N
C
❑
N
C
D
w
C
D
N
C
D
0
C
❑
N
C
❑
O7
c7
m
[O
r
r
`�
m
❑]
0
U❑
La
a)
N
U]
R?
hi
ry
ni
v
v
v
c
ri
It
N
N
17
N
ro
m
0
rD
c7
0
0
0
2
N
V)
wT
o
D
a
❑
a
a
m
=
T
w
=
T
w
2
]+
sn
=
7+
m
=
7+
m
S
T
ra
=
T
2
T
m
2
T
m
=
T
m
S
T
m
=
o
D
T
CO
=
7.
m
S
U U
U D
U `7
q7
Q7
Q)
6]
w
Q1
Q7
N
0
(7
N
M
U Q7
Q]
w
m
�in-
w
Via.
ro
Q.
ti-
LL
LL
LL
LL
U-
U-
U-
Ll-
w
LL
L
a
U-
LL
p
07
O
co
d
CO
a
N
a
N
a
C]
4
ci7
P
V 7
O
m
G
V
d
V
d
V
a
a
O�
Q
a
a
LO
C)
4
4
C!
d
Uf,
U7
(D
Up
co
co
0
LO
lCl
LC]
Ln
N
C)
to
N
m
to
U-
N
d)
[�
a
a
_o
a
LEI
o
LO
d
U7
d
4f
a
U7
P
U7
C:)
tl7
C)0
U7
o
a
d
d
4q
a
P
Co
to
Le
LO
to
OD
03
LD
U.)
In
L6
L6
N
C)
S*1
m
[)
fp
CO
N
Q7
r-
c7
m
w
N
o
N
❑
a]
w
N
m
m
co
m
is
!L
U
(a
C)
+)
Q
d
d
P
CD,
d
E)
d
a
d
o
a
o
a
v
O
o
O
0
Q
VJ
}
F
Y
F
V
LO
LO
rD
cn
r
n
co
co
cn
m
d
nl
N
Cl
fl
?
�
N
N
N
N
N
LnLLr)
if)U7
47
U')N
U�'y

O
a

Required Soil Test Values
5&L Riverside Dairy LLC
The Required Soil Test Values shown in the following table provide a summary of recommended actions that
should be taken based off information provided at time of soil tests. Fields that receive manure must have a soil
analysis conducted at least once every three years. High levels of zinc and copper Can adversely affect plant
growth, Alternative crop sites must be used when the concentration of these metals approach excessive levels.
Site life can be estimated by dividing the amount of copper and zinc to be applied in Ibslacre by 0.036 and 0.071,
respectively and multiplying the result by 0.85, By adding this quantity to the current soil index for copper or zinc,
we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each
crop based on the first crop listed on the most recent soil sample. Application of lime at recommended rates is
necessary to maintain soil pH in the optimum range for crop production. If the first crop or rotation changes,
these recommendations may need to be reevaluated to ensure optimal ranges ofr crop production are
maintained.
Tract ID
Field ID
Crop(s)
pH
lime Recorn.
for Crop(s)
(tonslacre)
Cu4
Copper
Recommendation
Zn4
Zinc
Recommendation
47
4
5.9
0, 0
438.9
0,0
363.4
0,0
80
1
6.3
0,0
1419.4
0,0
933.8
0,0
81
1
5.6
0, 0
88.9
0,13
76.1
0, 0
81
3
6
040
630.6
0,0
512.7
0,0
81
4
6
0,0
630.6
0, 0
512.7
0, 0
98
1
6.1
0, 0
747.2
0,0
1070.4
0,0
199
1
6
0, 0
1172.2
0,0
1201.4
0, 0
238
1
6.2
0.0
217
0,0
209
0, 0
4717
1
5.4 1
0,0
72.2
0.0
277.5
0, 0
6421
1 A
6.2
0,0
1298
0, 0
436
()'0
5421
113
6.2
0,0
1298
0,0
436
0,0
5421
2
6A
0, 0
1337
0,0
429
0,0
5421
3
6.2
0,0
1403
0, 0
398
0.0
5421
4
6.5
0, 0
1661
0,0
471
0,0
5421
5
6.3
0, 0
1602
0,0
372
0,0
5421
6
6.4
0,0
1404
0.0
396
0, 0
5421
7
6.5
0, 0
1477.8
04 0
939.4
0, 0
5421
8
5.8
0, 0
1422.2
0, 0
690.1
0,0
5421
9
6.3
0,0
1841.7
0,0
1698.6
0.0
5421
10
6.2
0.0
1569.4
0, 0
1469
0,0
5422
1
6
0.0
252.8
0,0
478.9
0, 0
3121/2024 11:01:34 AM 1 l 2

Required Soil Test Values
S&L Riverside Dairy LLC
5422
2 1
5.7
0,0
250
0,0
580.3
0,0
5423
1
6.2
0, 0
1180.6
0,0
749.3
0,0
5424
1
5.9
0,0
1008
0,0
320
0,0
5425
1
5.8
0,0
794.4
CIO
664.8
0, 0
5426
1
5.8
0,0
794.4
0,0
664.8
0,0
Zinc and Conner Toxicity Levels in Soils
Metal
Soil Test Index
Recommended Action
Zo
300
Limit application an peanuts, Maintain soil pH >= 6.0.
500
Cease application on peanut land. Maintain soil pH — 6.0.
2000
Caulion : seek alternative site tall crops). Maintain soil pH — 6.0.
3000
Cease applicatim tall crops}, Maintain sail pH — 6.0.
Cu
2000
Caution: seek alternative site tall crops). Maintain sail pH — &0.
3000
Cease appticatIon (all crops), Maintain sell pH >= 6.0.
3/2112024 11:01:34 AM 2 12

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
?. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land an which to properly
apply the waste, If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing himlher the use of
the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land,
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, storical data,
climatic conditions, and level of management, unless there are regulations
that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, MRCS Field Off ice Technical
Guide Standard 393 - Filter Strips).
s. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.

o. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is applied
to conservation tilled crops or grassland, the waste may be broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
7, Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application, No ponding
should occur in order to control odor and flies.
8, Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential far salt damage frorn animal waste should also be considered.
io. Nutrients from waste shall not be applied in fall or winter for spring planted
crops an soils with a high potential for leaching. Waste/nutrient loading rates
on these soils should be held to a minimum and a suitable winter cover crop
planted to take up released nutrients. Waste shall not be applied more than
30 days prior to planting of the crop or forages breaking dormancy.
ii. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied
from a lagoon that is a component of a swine farm shall be at least 50 feet
from any residential property boundary and canal. Animal waste, other than
swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet

13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
ia. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainage ways, or
wetlands by a discharge or by over -spraying, Animal waste may be applied
to prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied
on grassed waterways that discharge directly into water courses, and on
❑ther grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established ❑n all
disturbed areas (lagoon embankments, berms, pipe runs, etc.), Areas shall
be fenced, as necessary, t❑ protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.

2o. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant with
no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid leve
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate -determining nutrient, unless other restrictions require waste to
be applied based on other nutrients, resulting in a lower application rate
than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum
of five years. Pouitry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall
be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.

I. Taste Utilization Plan
Sufficient land is available to properly spread waste
at locations, times, volumes, and rates that maintains air,
soil. and water resources. Waste applications are }used on
soil and waste analysis. See waste utilization plan
prepared for this system.
J. ❑per•ation and Maintenance Plan
The. owner shall be responsible for operating and
maintaining the system. See operation plan prepared for
this system.
K. Emergency Action Plan
The emergency action plan is filed with waste the O & M
plan.
III. Rainfall and Runoff Data for the Year in Catawba Colunty
SURFACE UNSURFACE
NORMAL RUNOFF RUNOFF
MONTH RAINFALL o DEPTH DEPTH NORMAL EVAP.
JAN.
3.62
52
1.88
20
0.73
1.7
FEB.
4.24
56
2.37
25
1.06
1.6
MAR.
4.83
57
2.75
24
1.16
311
APR.
3.79
58
2.20
25
0.95
3.8
MAY
4.19
57
2.39
23
0.96
8.9
JUN.
4.62
60
2.77
27
1.25
4.4
JUL.
4.51
60
2.71
26
1.17
4..3
AUG.
4.18
61
2.55
30
1.25
3.-9
SEP.
4.1.4
67
2.77
32
1.3,2
3.2
OCT.
3.59
62
2.23
3.0
1.08
2.4
NOV.
3.19
55
1.75
25
D.80
1.,7
DEC.
3.84
59
2.26
24
0.92
1.7
IV. Waste Storage Pond
Waste storage pond will be designed to store 160 days
of waste from 400 milli cows, 60 dry cows and 100 bred
heifers.
A. Design Volumes
1. Waste Volume
The pairy Maxnure. Characteristics table in NRCS
Agricultural Waste Management Field Handbook indicate th-at a
milk cow producing 75 lb per day of milk will produce 18
gal/day/cow of manure and urine.

460 milk and dry cows will be on lot 100% of time,
Volume = 460 cows * 18 gal/day/cow * 160 days * 100%
7.48 gal cu ft
= 177.,112 cu ft
100 bred heifers will he on lot 100% time.
Volume = 100 heifers * 1.0 gal,/day/cow * 160 days * 100d
7.48 gal/cu ,ft
21,390 cu ft
Total - 177,112 + 21,390 = 198,502 cu ft/160 days
2_ Normal Runoff for 6-month period
Use average runoff values in Ag. Waste Management Field
Manual for Catawba County. New Freestall will use a gravity
channel to transfer manure to the waste pond.
Surfaced areas
Drainage Area 0 New F.r.eestall Barn = 0 s.q ft
Drainage Area @ Old Fre stall Barns = 2,500 sq ft
Upsurfaced Areas
Drainage area around Waste Pond = 7,000 sq ft
Use Drainage Area = 9,500 sq ft Surface = 2,500 sq ft
Unsur.face = 7,000 sq ft
6 months Surface Runoff Depth = 9.01"
Oct. thru March Unsurface Runoff Depth = 3.73"
Surface Runoff= 1�.24" * 2,500 sq fit= 2,758 cu ft
12 irk/ft
Unsurface Runoff= 5.75 k 7,000 sq ft = 3,354 cu ft
12 in ft
Total = 2,758 cu ft + 3,354 cu ft = 6,112 cu ft
3. Rainfall minus evaporation an pond surfaces
23.3I- 12.2 = 11.1" = 0.9 ft/6 months
4. 25 yr -- 24 hr rainfall on pond surface
Rainfall = 6.5" = .6 ft
5. 25 yr - 24 hr runoff
CN = 85
Rainfall = 6.5"
nunoPr — 4.77"

25yr--24hr runoff= 4.77" * 9,500 sq ft = 3,776 cu ft
12 in/ft
6. Freeboard + Emergency spillway stage = 1.0 ft
7. Parlor Water
400 milk cows x 5 gal/'cow/day
20Q0 gal/day x 160 days /7.48
real/cu ft
= 42,781 cu ft/160 day's
B..
Summary of Design Volumes
1.
waste Volume
198,502 cu
ft
.2.
Normal Runoff
6,112 cu
ft
3.
25 yr - 24 hr runoff
3,77E cu
ft
4.
Parlor Water
42,781 cu
ft
TOTAL
251,171 Cu
ft
5.
Rainfall minus evaporation. on
pond surface
0.9 ft
6.
25 yr- 24 hr rainfall on pone.
surface
0. � ft
7.
Freeboard + Emergency Spillway Stage
1.0 ft
TOTAL
2.5 ft
C. Size Waste Storage Pond
18 7' x 2 3 2'
2.5'
3:1 9.5' 3:1
115, x 160,
Volume = 9.5/6[115 x 160 + 172 x 217 + 4(143.5 x 188.5)]
259., 545 cu ft
Approximately 8,000 cu ft is available for solids
accumulations, etc.
Normal pump out Volume -
Waste Volume - 198,502 cu ft/1.60 days
Normal Runoff - 6,112 cu ft/6 months
Parlor Water - 42,781 cu ft/160 days.
li-E - 0.9r x187' x232' - 39,,046 cu ft/6 months
Total 286,441 cu ft/160 days
2,143,000. gallons/160 days
653,443 cu ft/year
4,888,000 gdiloins/Year

Volume below ESW -
11.0/&[115.x 160 + 181 x 226 + 4[148 x 193)]
318,197 cu ft
Maximum pond level
0.6' + 1.0' + 3,776 cu ft/(1781'x223`)
= 1.7' below top of dram
or 0.7' below the emergency spillway
b. Pump Out Elevation and ES.W Elevation
This waste storage pond should be pumped before the
water level reaches 'the 25 yt - 24 hr storage volumes. This
elevation is 1.7 ft below the top of dam. The emergency
spillway elevation is planned 1.0 foot below the top of dam.
E. Pump Pit at Old Freestall Barn
Pump Pit is 14'x18'x6' (1,512 cu ft) at ramp elevation
or 11,300-gallons. The pump pit is.located between the two
old, fx.eetall barns at old lot. Mr. Lail Starts the pump
before the waste reaches the ramp elevation. The 25--year
runoff from the unroofed lot is stored above the ramp
elevation.
25 yr -rainfall - 6.51, CST - 95, 25 yx runoff - 5. 91"
Volume = 5.91"/12"/ft x 2,500 sq ft = 1,231 cu ft
Survey completed in November 2g19 show the storage on
lot and in pump pit above the ramp elevation is 1,432 ou ft.
The push off ramp at pump pit is the maximum pump out marker
for the pump pit.
At 240 milk cow capacity, 2019 herd size, the pump pit
will store approximately 2 daYs of storage. Considering
unpumpable volume in bottom of pit, storage is likely less
than 2 days. Mr. Lail .indicates he needs to pump pit every
day.
Manure Volume = 240 cows * 18 al/des./cow * 2 days
1,155 Co.ft
7.48 gal/cu ft
=
Parlor Warsh Volume = 240 heifers * 5 alfda /cow * 2 days
321 cu ft 7 _48 gal/cu ft
Total - 1,476 cu -ft

V. Slurry Storage near at Old Freestall Barns
Slurry storage is located near old freestall barns. It
will be used to temporarily storage waste when needed.
Slurry Storage is located near A stream and is about 48
years old, Waste will primarily be pumped to waste pond
from pump pit. The level of storage in slurry store will be
maintained at a low level after waste pond is constructed
until it ca-n be closed. The25-yearstorage volume in
slurry stare is as follows:
i, 25 year direct
ii. benign freeboard
VI. Clean Water Exclusion
A. Diversions
TOTAL = 1 1
Clean water divex8ion will be maintained around waste
storage pond. Also, as much water as practical needs to :be
diverted around the old freestall barns. The District
Conservationist will design all d1versions. Diversions
shall be designed to carry the 25 year _ 24-hour runoff plus
capacity to store some sediment.
B. Gattering
Clean water shall be excluded to the fullest extent
possible by guttering. Any new roof runoff into feedlot
area will be guttered,
911. Lounging Areas, Stock Trails, Heavy Use Areas and
Filter areas
Vegetated filter areas will be located below small
concentrated feed areas. If runoff from less than a 0.1-
acre feed area flows through a 0,5-acre filter area, the
filter area to feed area ratio would be 5.0.
it waste in feed areas is removed on. a regular
schedule,' concentration of nutrients in polluted runoff"
would be reduced.
General Guidelines for unpaged beef feedlot in the
Guidance bobument for Ani.mdl Waste, AppQndik 5.1B will be
followad., Paved areas in the feed area are extremely sma, 1.
compared to planned filter area. The planned system will
have no more than a de minimus impact on water quality.
$aced can best professional judgement, the practices p3.44ned
will meet the intent of controlling the discharge of
pollutants.
The stock trails and heavy use areas consist of 8" of
compacted ARC stone- aver a specified -hype of Pilteu cloth.

Runoff from heavy use areas and Lounging areas will b(�
directed across well maintained grass sod. Filters shall be
maintained between lounging areas and drainage ways.
Filters shall be 100 ft wide. Swells of diversions shall be
constructed and maintained along fence lines to kick water
into filters at frequent intervals.
Waste volume estimates below does not include
evaporative lasses or additions due to waste hay and
bedding,
A. Day Old to 200 lb heifer. housing.
100% of manure will be collected from a maximum of 45
day old to 200 lb heifers. Heifers will be housed in sheds
or calf hutches. Waste will be scraped and periodically
land. applied.
When calves are housed in calve hutches on gravel pads,
grass filter will be maintained downstream of housing.
Volume � 45 calves * 1.5. al/da /.calf * 365 days
7.48 gal/cu ft
3,294 cu ft @ 62 lbs/cu ft = 102 tons
g. 200 to 400 lb heifers housing
100% of manure will be collected from a maximum of 100
heifers in this group. Heifers will be housed in heifer
barns. Waste is scraped to roofed manure pit at end of barns
and periodically land applied.
Volume — 100 heifers * 3.0 al/da /heif.er * 365 days
7.48 gal cu ft
14,639 cu ft @ 62 lbs/cu ft = 454 tons
C. 400 to 700 Ib Heifers Housed in Pastured
One Hundred (100) 400 to 700 lb heifers will be housed
in pastured. Supplemental feeding will be located at feed
alleys. 25 heifers will be in each group. Feed alleys will
be located above grass filter areas, Manure will be scraped
at least weekly and land applied.
Volume = 100 heifers * 5.5 gal/day/he-ifer. * 365 days x 25W
7.48 gal/cu. ft --
= 6,709 cu ft 62 lbs/cu ft = 208 tans
D. Prod Heifers
100 bred heifers will be housed -in old . freestall barns
with the dry cows. See waste storage pond above for
colleaLion of the 100 bred heifer manure.

V111. Waste Utilization Plan.
A. Management Facts (liquid manure)
During the course of one year, the waste storage pond
wiil store 4,888,000 gallons of slurry waste.
B. Management Facts (dry manure)
Manure far heifers will be stoned in houbing barfts or
feed areas foie approximately a week to two imotiths and spread
with dry manure spreader-.
Day old to 2.00 lb - 102 tan
200 lb to 400 lb - 454 ton
400 lb to 700 lb - 208 tar►
TOTAL 754 tan
C. Management Facts (polluted water)
Runoff from heavy use areas, lounging areas will be
diverted through grass filter areas. Grass sods are
maintained all year round. These areas maybe controlled
grazed in late spxing and early fall when ground is dry.
Weeds may require chemical control or periodia bush hogging.
Grass filters at least 100' wide from concentrated flow
areas will, be fenced and maintained in a good grass sad:
See plan map.
D. Nutrient computations
Manure application shall be based on manure analysis
and nutrient management plan.
a, Waste Storage Pond
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE NUTRIENT
(nutrient availability)
N 81,530 lbs 0.40 32,652 lbs
P205 44,481 lbs 1.0 44,481 lbs
K20 75,275 lbs 1.0 15,275 lbs
or 5.7 lbs PAN per 1000 gal
b. Dry Manure
TOTAL NUTRIENTS DISPOSAL LOSSES AVAILABLE NUTRIENT
{nutrient availability}
N 8,557 lbs 0.40 3,423 lbs
P205 51 348 lbs 1.01. 5,348 lbs
K20 7,487 lbs 1.0 7,487 lbs
or 4.5 lbs PAN per ton-

IX. Operation and Maintenance Requirements
The waste management system will keep pollutants out of
the streams and rivers if the 25.yr -24 ht storage capacity
is maintained in the waste storage ponds and diversions for
clean water .and polluted runoff are maintained around the,
system.
Before the waste storage pond reaches the high level
mark set at pond, the storage pond shall be emptied. A post
Will be set with its top at this elevation. See pond design
computations above for pond high level elevation.
Vegetation around the waste storage pond shall be mowed
annually and eroded areas patched. Fencing shall be checked
and repaired as required.

S&L Riverside Dairy, LLC
Engineer Cast Estimate, Waste Storage Pqnd, Etc.
Catawba .County, North Carolina
November 18, 2019 By SCB
Earth Fill - Fill Volume + Settlement
9,337 +467 = 9,804 cu yd @ $5.00/cu yd = $49,020.00
Clay Liner - 187'x232`x1.5' = 65,076 cu ft = 2,410 cu yd
2,410 cu yd @ $7.0.0./cu yd = $16,870.00
Note: Top soil removal. required in earth fill acid some of the clay
liner volume is include in earth Fill in this estimate.
Concrete Channel @ ESW - 61'xl0'x6" Plus 10% -- 12.6 cu yd
12,6 cu yd @ $300.00 = $3,780.00
Waste Transfer 6"- Pipe from pump pit to waste pond --- 1,000'
1,0.00.feet @ $12.00/ft = $12,000.00
Clean Water Diversion - 550 feet @ $2.00/ft
Seed - 2.0 acres @ $800/acre = $1,600.00
Mulch - 2.0 acres @ $400.00%acre $800.00
Fence (electric) - 1,200 feet @ $2.50/feet $3f000.e0
Roof Runoff Control, Gutter - 42' -12" gutter
42' @ $12..00/ft = $504.00
New Curb and Slab Work - 120' 6`x8" curb with Reinforcement Steel.
120' @ $12:00 per ft = $1,440.00
Clean Water Pipe - 100 feet 8" 5CH 40 PVC @ $20..,00'/ft = $2,000.Q0
Pumping Plant - 30 Hp @�$14,400.00
$14,400.00
Access Road - 500'xl2'x8" crusher run over filter cloth
gravel 223 ton @ $20.00./ton = $4,460,00
filter cloth - 667 sq yd @ $2.00/8q yd W $1,334.c0
TONAL $1i.2 f 208 . 00
Note: This estimate includes waste transfer/clean water exclusion
items necessary to remove concrete tank near parlor as a waste
storage facility. Estimate may not include all overhead and profit a
contractor may require.

united States Department of Agricult-0
4-1 N RCS
Natural Rasourcas Cons-rVatlon Salvias pb Krueger, Geologist
4407 Bland Road, Suite 117 Phene: t919) 673-2151
Raleloh, hlosth CarAna 27609 Fax: {919] .654a. 51
E-mail: kim.kroegarQnc.usda.gov
SUBJECT: ENG� Geologic Investigation Report DATE; Jb 19, 2014
Lail Dairy
Catawba County, North Caxalina
TO: Sam Bing>bam, Civil Engineer FILE CODE: 210
Ratherfordton, NC 28139
qn jtuie 4, 2013 a geologic investigation was conducted for a new waste storage pond on the Lail dairy.
This is all existing dairy with about 200 to 240 head, The existing waste storage system has about 30 days
of storage. The dairy is planning to build a new waste storage pond and fxeestall baw upslope and may
eventually expand to about 1,100 Bead. The purpose of the investigation was to review the soils in this
area of die proposed waste storage pond, to locate borrow materials for the e�ibankinent and clay liner,
and to determine if there is rock. excavation in the pool area.
Summary. The planned site appears to be a suitable location for constructing the waste storage pond.
The soils that have formed in these residual materials generally have sufficient strength to aupport an
embankment of this size. The liner should be installed according to the findings and recommendations of
the Soil Mecbarucs Center; Port Worth, Texas. Two large soil samples were sent to the lab for testing.
Location: The location of the new waste holding pond -is 350 37` 13.111 N, 810 27' 57,1" K in Catawba
County. See Figure 1 for a Location Map of the Lail Dairy_ The site is located in the Southern Piedmont.
Land Resource Area (136) of North Carolina. The topography of the area is rolling with bxoad upland
areas and steep side slopes to streams and drainage ways. The site is located in the hirer Piedmont Belt
of North Carolina, 'The soils were formed in residual materials froraa the weathering of these
metamorphic rocks. According to the Web Soil Survey, the soils in the area of the plaruied pond are
mapped as a Clifford Soil Series.
Procedures: Five (5) test pits were excavated to investigate the site by using a CASE 580C backhoe. The
test pits were located in areas of the proposed wash storage pond. See Figure 2 for a plait view and test
hole location map.
The investigation was conducted with a preliminary design or layout of the waste management system,
T`he layout shown in Figure 3 shows the latest design based on soils information and other
considerations. Based on this design and a clay liner 1-foot thick, the amount of compacted fill required
to construct the hirer would be about 2;280 cubic yards.
Generally, the test pits were excavated to about the maximum reach of the baekhve. 11ie tests pits wore
iippected visually, major soil layers were identified, and the layers ►were classified using the Unified Sail
Classification System (USCS). Two large soil samples were collected in 5-gallon plastic buckets and
shipped to the SML in Fort Worth, Texas for testing. All samples will be tested for gradation, Atterberg
Limits, compaction and permeability for suitability as a clay liner.
Help?ng Peop?e Help the Land
An Equa1 opporionily provider and employer

Findings: Test Pits 1, 2,3 and 4 were excavated in the area of a proposed waste storage pond, The area is
located north of the existing buildings and this was apparently an old Ioafing area for the dairy.
Presently it is in grass and bayland and there is a thin sandy topsoil layer in this area. Tire subsurface
layer is tunderlain by about 2 feet: of meditutn plastic lean clays (CL) and elastic silts (MH). Generally
Below 3.5 to 6.5 feet are silty sand layers (SM) and sandy saprolite. Sandy saprolite will be excavated of
the. pool area of the waste pond in the area of Test fits 2 and 4. See attached log of borings for a detailed
description, of the test pits.
Test Pit 5 was excavated in the area of the freestall barn location. The test pit may have been located in an
area of a Swale of a terrace, The area looked disturbed and the subsurface layer wa$ thinner than the
other test pits.
Interpretation of Results: The subsurface clay material is cozntinuous across the proposed waste pond
location. See Figures 4 and 5 for profiles of the pool area. The pool area with a size of 125 by 240 feet
world provide about 1,900 cubic yards of compacted clay liner material, This is less than the estim4eO
compacted fill amount of 2,290 cubic yards. If the clay subsoillayer in the area of the pool and
embankment area,is stockpiled, it should produce about 6,600 cubic yarns of compacted M. See the
attached computation sheet for the clay liner and boxrow yardage estiunates. If more clay materials are
needed for the liner of core of the embankment, the freestall barn area cart provide additional plastic fill.
Two large soil samples were sent:to the SvilMechanics Center in Fort Worth, Texas for suitability testing
as a clay lifter. The clayey subsoil in this area may be excavated, stockpiled and compacted accoiding to
the recommendations of the soil test report.
An experienced construction inspector sltould be oil site during the stockpiling and installatioxt phases of
the liner to assure that the proper materials are tiled. The pool area of the pond should be overexcavated
and the clay layer installed with proper moisture and compaction. The liner may need to be protected
from drying after Installation. This is to prevent desiccation cracks from forming and comprotrdsing the
integrity of the liner. This can be accomplished with a silt --inch layer of sandy material which covers the
compacted clay hher.
If you have any questiom or comments, please give nae a call.
Kim Kroeger
Geologist
cc: 'Perri Ruch, State Conservation Engineer, Raleigb; NC
Lee Holcomb, District Conservationist, Navvton, NC
Jeff' BeIflower, Civil Engineer, Rtstherfordton, SIC

USDA
APPENDIX s:a
United States
Natural
NC-CPA-17
Department of
Resources
Rev. Dec. 2000
Agriculture
Conservation
Page'I of 2
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL I �U TIUPI
S� iverl�;,xe
Namc l o4auvn +7
Address f [ ❑ � I� �.i� .: E4 c� a
Telcphanc ,1 , i T 2%yia - � Size of Operation (animal unils)
LOCATION DATA
DISTANCE CROM NEAREST RESIDENCE NOT OWNED BY PRODUCER
� � t9 �� FT
DISTANCE FROM NEAREST PUBLIC FACILITY (sclicai, church, ate—)
] 1 OOC'� FT
IS SI I - WITHIN 100-` EARFLQObPLAIN?
YES NO__�,/
If yes, NRCS cannot provide assistance.
15 SITE AT LEAST 100 rT, FROM A "BLUE LIKO' PERENNIAL STREAM?
YES VTI0
If no, site must be relocated.
DD�S SITEMSE'fMINIMUM STATE SETBACK REQUIRMABNTS FROM A.
YES l�NCL
WELLSFUPPLYINO WATER FOR HUMAN CONSUMPTION?
If no, NRCS cannot proVlde assi3fancc.
Is SITE wiTIjiN I -I MF- ZONING JURISDICTION OF A murnciPALrry?
YES— NO �
If yes, landowner should consult With a local zoning hoard alluut required
permits, Permits must be obtained prior to design approval.
A" UTILITY LINES LOCATED IN THE CONMUCTIO.N AREA?
YES NO
Ifyep, see Part 503 of the National Engineering Manual for polity.
(Copies of maps or Ether reference material may he at(adlied to site evaluation.)
WILL PROJECT INvoLVE CLEARING VEGETATION, MPROVING DRAINAG)E, OR PILLING LOW GROUND?
if yes, producer should hove a "Certified Weiland Detormitiation" on file for the work alto. YES^ NO
Prr4ui . srs shall Complete forms CPA-038 and AD- 1026 to obtain Certified Welland Determinations.
WILL TILE PROJECT INVOLVE DIRECT OR INDIRECT MANIPULATION OF WETLAND SOILS,
PLANTS, ORHYDROLOGY? YESNO
IF WETLANDS. WILL SL' MANIPULATED, FIA$ THE PRODUCER BEEN ADVISED THAT TIJRY MUST NOT WORK IN.
WETLANDS UNTIL T> IJ.3`Y �IAVE RECEIVED WFORMATION FROM THE U1 ARMY CORP9.OF ENGINEERS AND THE
NC DIVISIC)N OF WATER QUALITY CONCERNMG 0ERN IT REQUI REkSNTS? YES—NO—
NRCS WILL PROMS TECHNICAL ASSISTANCE FOR PROJECTS IMPACTING WETLANDS ONLY UNDER THE
FOLLOWING CIRC(MSTANCE&
a_) NRCS has determined that a suitable rion-wetland site is not available YES —NO
h.) TIIe most practical site for Iha project involves wotlands. NRCS hms determined ibis site to be most practical considering thn
obange of wetland functions, tho snilabi.lity of the rcaourcc for [his projec( Ilia oi5sts,and best available lechnology. The yrroduecr,
aecmrding to a mitigation plan provided or approved by NRCS, shall trtili ji 1le unmvnfidable"impacts to Wdtlands.
Ylis NO
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
PREI)OMMgANT WAVE) DMECTION?
YBS I/Nt]
PRI<CHARGINC.r LAGOON WITH FRESH WATER TO AT LEAST K OF THE CAPACITY? N1 A -YES ND
USING GOOD SOUND JUDOBM3WT IN LAND AFPLICATION OF WASTEI YES 'V NO

APPENDix 8.3
NC-CPA-1 T
Rev. Dec. 2000
Page 2 of 2
OTRER CNVIIZONI UNTAL FACTORS
If the answer to any of the following is VES, NRCS may provide. technical assistance according to its
General Manual policies. Contact the resource specialist for assistance, if needed,
USING THE FOTG LIST OF ENDANGERED & T WEATENED SPECIES AS A GUIDEw IS IT OBVIOUS T> IAT THE SM
PROVLDFS HABITAT FOR A LISTED SPECIES? YES No
IS A DESIGNATEh NAIbRAI, SCENIC AREA IAIgwbw IN THE PLANNTI+IG A"? , OR YES ND
WILL PLANNED. ACTIONS IMPACT ON Aid.ADIA,CENT NATURAL SCENIC AREA!
HAS A CULTURAL RhS0tYRCE5 W BEE ERFORMEI7 q ,rHE A ? Olt TO STARTING AI�'Y GRQUND
DISTURBING ACTWITIJ S7 wb 4 : 0, t'" ' �� � �'► VTR YES NO
ARE T MRE PRIMP, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING LMT7
WILL THE ACTION RESULT IN SODEUSUNG7
YFS NO V
YES NO ►'
WASTE MA NAGEIVII;1+ T
WES PRODUUR.OWN ENOUGH LAND TO PROPERLY APPLY ALL WASTE INCLUDING YES NO V'
SLUDGI3, BVEN THOd(3H SLUDGE MAY 8E ONLY APPLIED NPREQURNt'LY7
IF 90. DOES PRODUCER HAVE ACCESS TO MORE LAND? YES '�TVO
IF LAND I5 NOT OWNED I3Y PRODUCER, CAR PRODUCER oEr AN AGREEMENT FOR YESVNO
LAND ON WHICH WASTE WILL 613 APPLIED?
(Attach Waste Utilization Plan to site evaluatiam)
SOIL IN VE N STIGATTON (VALID ONLY IF SOB, INVEST[GATION SHEET ATTACHED)
IS SOIL SUITABLE FOR.J.— Q7 VJ CL5 Z— $'0�1 � Fb ui � � I) YES ✓Na
IS A LINERREQUIRED9 J YES V'NQ
TYPE OF LINER TO BE USED, CLAY l/ BFNTONITE SYNTHETIC
T CLAY LINER lS TO BE `Q8M, IS SUITABLE CLAY AVAILABLE -ON S1T9? YES 1%No
if CLAY IS NOT AVAILABLE ON SITE, DbES LANDOVMER UAV2 ACCESS TO CLAY? 14A Y"ES. NO
15 A CORE TRENCH REQUIRED? (Attach soil investigation sheet to site evaluation.) YES NOS
IS SUBSURFACE DRAIN TILE PRESENT? (if yes, the must he removed or plugged.) Y5! NO—v'—
STI' APPROVED
YES NO ] CONDITIONAL V
COMMMS
This site investigation is vatzd for twelve months from the dare shown below. if construction has not oc�n started
within twelve months, a site nVestigalion Will be requked. A
r
Signature. Date / .O L/,
" Changes in the local or state law or chang6 in the standtird could iequiro a new situ investigation.

0
{{aa
0 6
rr
L
R o
Ir
4
o
-
r r
..
-...
V
. 1
W
i
nl
r
i
o
{Zi
f
s
u
�
Go
a i
:-
.: ..
.. .. .:
.. w -. ..
i... .. .. .-
- ..
.. ... . .
-
..
Yp
:::�..••1111
- -
.- ......-.
i
.wwxauwrW
p%a1 WvaeaenacKa�ur.r�f ..=,z me�'am'=ti+-»is.nirao-i7eA+Krrs r�welwm-ucri+x—vd m,ws *ol

Project: LAID,�y
Client: $am Bingham
f ocatiotr 5877 Qld Shelby Road, Pllyaiogr Aic Province - Soulhem PiMinonl A4f-iiA (136)
PIT �� Tl';I
North CAFOtina
Sheet 1 of 1
Surface Elevation: 1060.14 Quadrangle; Map Projection: [ lTM Meters (Zane 17N) Datum:
Cie£ Alignment sty.- GffiBt: Gourdinates(UT&y - Ng dr3941897,9 kasr457si7.4
Con4aotar. 'Gerry FIildbraadt Driller: Exploration Fquipmenv Chse 580T. $ackhoeExploratioa Method: Test Pit
Azlmuthi — Length of Bxeavagon: Width of acavation: Total Depth: 9 Et.
Lagged By: KG Kroeger Start pale: 04-Jun-2014 Time: 8:40.-OD AM Finish pose: 04-Jun2A14 Tima: 9:10:00 AM
Samples! 1 Overburden: Rock;
GROUNDWATER
DATA
Date:
Time:
Waler Depth (VQ.' NA
Cesing Depth (Ft):
Hole Depth M)-
Symbol. �
Date;
15me:
'Water 1341h (F!): NA
Casing Depth (Ft):
Nile Depdt {Ft}:
Symbol: L
hate;
Time:
WawD@pth (Ft); NA
Casing Depth (Ft)!
Hale Depth (Ft):
Symbol:
Date;
Time;
Waler Depth (Ft): NA
Oising- Depth (Ft):
HOW Depth (Fi):
Symbol: �
a
w
D(e�pth
r,
MATERIAL DSSCRIPTTQN
Mu
urdt.
NM8
SAND
a d4D
(CAVA71p
PIT
ASaOA Tt psol, 30 - 35 -A Nanplcstie Fiord B. llry, $fit $illy Sand.
_. —.
CLAY
Ciny, 10 - IS%Saud Dark Iced, Dry -Moist, Medium Plaefk, tean Clay,
SAND
Sand 20 - 30 %Nonplastic fines, Llghl Red, hfhiat nry, Slight t tic% Si, Silty Sand,
5
1055
SAND
Sand, 15 - 20 %Nonplastia rhwr , UghrP4 Mo!OrDjy hfta, SM, StItySnhd,
SAPRI}t,CC&
Sgndysapmlitc, 15 9ti; Nanrir We Fines, Black, Gray and Rcd, Moist; SM. Silty Satai
f
f
'Ihe layer Itas the eppcarance nFmc& hw very easy to excava[z l ceavala c ids break easily
with 8pgzr p vmue-
Tesl Pit golVlctod6 9.0 R on 04.1wr-2014
IO
51$lC Alaao Coorduwca [K] 1367256.I. (Y) Ii gw7.5
rasa
tf SDA•NRCS
Natural
4407 Bland Road, Suite 117
l2rsntirccc
conservation
rtatelgn, NG ZTOQU
Soil Classaificlltion in Arcord:znce
Service
Telephone: [phone]
With ASTMD2499 - 93
Lab.USCS in. Alwk
Fax: 919,87�-2157
F'iatd F]SCS in Groy

2
2
F
9
Prajeer: LaIlVAIFY
PIT NO. TIFr2
Clint,. Sam Susg am
tcmtion: 5877 Old SlwlbyRond, plrysiogapUia
Pmvinen - $outhem Pledmont MLRA (136)
, North. Carolina
Sheet 1 of 1
Surface Elevation: 1069.7
Quadr'sngle: Map Projectiou. i]TM Meters (Zone 17N) Datum:
Ref, Aligiunane:
Sta: Offset,. Qoordinate5(UTW. N..A-39419n I&MA57845
Contractor: TeixyNldbrande.
Driller. Exploration Equipment: Case 580K.1asekhoaBxpIwft ioll Method: Te9t Pit
Azimuth: --- Length of Fxct vatlon: Width of Excavation: Total Deptb;.10.5 4
Lagged By: KG Kroegw
Stem Hate: o4-7un 2 k 7 ime: 9:15.100 AM Fetish irate: 04-1un-2614 Time: 9:35:00AM
Samples;
Overburden: Rock:
GROUNDWATFig DATA
le:
Time:
Walei•Depth (Ft): CIA
Casing DepBt {fit):
Bolo Repth (0t):
symbol: �
tea
D
TF-Ima;
Water Depth (R): NA
Cwring depth (F*-
Hola. Daplh (E't).,
Symbol: 1
Date:
Time:
Water Deplb (FL): NA
Casing I)oAth (F6.
Rote Depth (Pt):
Symbol:
Dale:
Tiinc.
Water Depth OR); NA
Casing Depth (Pt): Hole. Depth (Ft): Sysnbnl:
o aj
—
Depth
4'
0
(Ft.)
U
��
s
MATERIAL D�SCR>IFTZON
ro
2
A
0
�
v
E0
'� o
�
aL]ni[n11
I
SA,�tB
$nod' To spit,24-259;iJon losdcFinds,Bmwn.D Sit[ Sand.
i
siu.1'
Clnyey., 5-10%Sand, Deck Rod, Dry-hlois4 Medium 111 aAc, M Elastic Sill
$II1T
Silly, 5 - l0 % Smd, Nooptatic Firlos; Dmk I;sd, Molxt —My- Siil,
%6ResNatural
Resources
ConscrvatiDll
�'.isel-vice
SAND
Sadd Zfl-7496tlopplastinDina,Rcd,tdoisFAry MaliumUcosiry, V_Silty&nd.
SAPRALIT'E
SpndySoprolltA 15'A Nmsptlatic.Fines, Grey, olncic and Dime, Ywisi, Ste[. Silty Sand
The tamer has the appcMnce of"k but veryea5y to Ckcav#a. Sscavate docis break casily
with SingeYptrs'swc..
Tcsi PiS cainpicb�el nt;�b,5 Raa 04-]un=T014
Shod plannCenrdioaM (kr 1267A7.), (Y) 699745.9
USDA-NRCS
4407 Bland Road, Suite 117
MOO, NC 27609
Telephone. [phone]
Fax: [phone]
Soil Classification In Accordance
with ASTIvI D24sg - 01
Lab USCS in Black
Field USGS iu Grey.
D
w
1065
Fd

9
I
project: Ln11 Dairy
-
C1ievu SamBingllam
r ocadnn: 5977 Old Shelby MM, Phyxingmplsic Pto�nnc®= Stnt4hetr Piesimonl M1�A [13�
PIT No. TP-3
Worth Carolina
Sheat 1 of 1
5urfaee Elt yation; 1060.8 Quadrangle: Map Projection: UTM Metem (Zone r7N) Datum:
Ref: Aligitmwpt: 5#a:: Offsat: Coorclinates[UTlv1 Nv130941937,2 tauA577713
Contractor. Teny Hildbrucit Driller, Exploration .Egpiprnent; Case 580K Back oePxplomdon NlBthod: Test Pit
Azimuth: --- Length of Excavatiun: Width of Excavation: Total l7eptltt 10.5 Ft
L6ggftl By, XG Kaargee Steil Bate: 04-fuu 2014 Time: 9:417:00 AM Finish Date, WJun2414 Time: 9:55:00 AM
Samples: 4 Overburden: Rock-
GROUNDWATER
DATA
Oate:
Time:
Water Depth (Ft): NA
Casing Ileptli(tit):
Hole Depth (Ft);
Sydrbel:
Date:
Time:
Wblt r Dopth (Ft): NA
Casing Depth (FQ.-
Hpie Depth (Ft):
Symbol: 1
Dale:
Tama:
Waler Depth (R).: NA
Casing Uoptli (Ft):
Ho16 Depth (Ft):
$ymbvl- �
Date:
Urne:
XYatex Depth (El): NA
Casing ❑el7tlt (FI):
fIole Depth (Ft):
Symbol:
a
N
Depth
`
(Ft.)coo
0
MATERIAL. DESCRTPTICN
>�
ed
w
~
V]
17]
2
�
O
W
fx-,
p (]
Unit
Name
.vJs�
SAM
1060
o
3
Sandysofl, 2S • 3S 96 i<taapinitio.FYnrS, 5 9S,Gmtcl; Srowu, pry, ^�M SIItySand, �—
CLAY
PRrr
l
2.5
Clay, I❑ -7 5% Snnci, 01uk Rcd, Dry�Moist
Hrcdiutri 11las[ic, Ml(C�7 , Lon Clay,
SAND
Sand, 75-309oN aVlus[IcAtes, Red, wisi, naen, Sit Siltysnn�i
5
1055
SAKED
f
Sandy9aptollla, IS 9& Nonplastic Piaes, Gmyedd Rrd. Moist, QL ilty,$and
IWith
'rho taycr has $0 appearencaofrack but verygssy la examatc. 13xrsvata clod.5 Ucenl: �'aslly
�fr}.
�J
finger prcssvtu,.
r
l
10
MSG
•rest Pitcampteted at 10.5 R on't0-tun-2014
State Plgna C mrdinatw M 1267101J. _M1975
USDA -ARCS
4407 Bland Road, Suite 117
RCS0r1rCCB
%6Natural
Conservation
Mwelgrl, NG ZTWO
&ail Classification ill Aocordanpp
,.,/ Service
Upphoner a 19-073:212a
with ASTM f)24BE - 93
Lab USCS In Black
Fax: [phone]
Field USCS in Grey

Project:. uil➢airy
Cltanp saw [ih,plianl
1'�T No. TP-4
Location: 5871 ld Shelby Rend, Plipsiogsaphia Province = �otdh" Piedmont M.RA. (136)
M 6 Carolina
Sheet 1 of 1
Surfaee Elmflon:.1071.5 Quadrangle: Map Projection: UTIvM Meteq.(Zone 17N) Datum:
Rd. Alignment: SfL- Offset: Coortiinatm(UTK: Nonlh,3941WA BwAYMA
Contractoi: Ferry Hlldbrandl Drillor: Exploration Equipment: Case 580K 13ackboe Exploration Method: Test Pit
Azimuth; --- l-engltl of Excavation: Width -of Excavation: Total Depth- 10.5 Ft.
Logged By: KG Kroeger SW Data 044"-=4 Time: 10 0:00 AM Fipish Dale: 04-1un2014 Time: 10:30:00. AM
Samples: Overburden: Rock:•
GROUNDWATER
DATA
Date:
Tirane:
Water Depth (Ft): MA
cmin� Depth (Ft):
kale Depth OLI -.
Symbol:
pate;
Time;
Water Depth (FL), NA
Casing Dcplh (Ft):
Ho1e Dpplh (Ft):
Synat,ni.
lute:
Tima:
Water J)epih {f•Y.):. NA,
Casing Qepdi.M):
Hole Depth 00;
Symbol:
Dale:
Time:
Watet-Deplh (r): NA
Casing Dopti, (Ft):
Hale. Depth (Fl):
Symbol:
0
a7
Dppth
'
z
a
MATERIAL DESCRIPTION
p
°?
�
nT�19
d
W
y,
nail
Name
.9
Fars
SAMD .
Sulyd' i1, 2p - 25 %v N IaSdc Fi 5 %Grgvel 8,pwr4 , aU Sil Saad.
strx
l
1070
Oap y, 5-10%Sand 5 -10 °h GravA>, park Red, Dry�Nroist, Medion, Plastic, JU,
�lastll�sisL
srLT
Sil , 10 -15 95 Blind, Non ias8c Finas, tied, Mois6 �. 3ilz
SAMD
Sand,10-35.4 Nonp4nsirc pints, Rod, Moist, SU Silty Sand
—
SAND
Snndy Saptoll(e, (5-201.4X)nplgs6c Firle$ Gray, Tun sad Rod, Aiki L Mica, Mcdium
1065
�f
oensil7; $K Silty Send
Thr.lnyrr, 1w the appeanmoo r}f rock hat very eat to cxcavato. k+zrFlvx� clads ioreoi[ easily
with fingor presswa..
�fr
t�
Test Fit cwnpkted at 10.5 R on 044 lip-201d
Slow 1-1.0 Goordi, [W QC) 12611843. (Y) 60988.7
10b0
USDA -MRCS
Nana[
4407 gland Road. Suite 117
l�.esnu l`Ges
ConSel-Vatioll
Raielgll, ING ZT00-5
Soil Classificgtic>� in tlocardance
iS
isel.Vjce
Telephone: [phone]
in BlacBloc -43
Lab USC128 With CT
k
Fax; 919-.B78-2157
Field'OSCS 111 Gray

Project; Tali Dairy
Client: Sam 13' am
PIT No, TP-5
Lvcadore 5877 27Id Shetby Ttdad, Physiog apbW Province A Southem PiedmontMLltA (136)
Noich Carolina
Sheet 1 of 1
Surface Elevation: 1082 Quadrangle: Map Projection: UTM .Meteor_ (Zone 17N) Data -
Ref. Alignment: 5ta- 011wi: Caordinates(UTM):-394197XI East-OWMA
Contractor, Terry FIildbmdt Driller. - Exploration Rquipmtnt: Cak 580K BaokhoeExploraHoii Method, Test Pit
Azimuth: -- Length of Excavation: Width of Excavation: Total Depth! 1.8 Ft.
Legged Byt KU Krueger StartDakn 04-lun-2014 'time: 10:35-.OD AIM Finisb Dab: 04-Jun-2014 'rime: 10:5HOAM
Samples: Overburdan: Roclt:
GAOUND.WATER
DATA
Date:
Time:
Watea J]cpth (Ft): MA
Casing Depth [Ft]:
Hale Depth (Ft):
Symbol.. SZ
Date;
Time:_
Water Depth (Ft); NA
Casing Depth (Ft):
Idnle bepth (Ft):
Syujho); 1
Dae:.
Time;
Waver Depih (Ft); NA
Casing Depth (Ft):
Bolo Depth (Ft):
$ymhctl:
Date:
Time:
Water Dcplh (Ft); CIA
Casing Depth (Ft):
Uele Depth (FO:
Symbo): .I_Z
}depth
r,
z
(Ft.)
MATERTAL DESCTUP11ON
A
oA
W
Name
rah
SAPID
Sundp Tblwll; 25 - 35 45 Nimplasdr Piues, S 3 Ornvcl, w Dn_, pry, Sh4 Silty ill.
1
SUIT
1p$U
Clayey ti} -15•}6 sand, nark Red. ❑ Moist. sli Ito A4edn�naPlmstic, . G+lastic silt,
SAND
Sand, 25 - iU °/ r�Cnf1i89t G Pit e9, 1ud Dry-Moisk Shl, 8lltysmid.
SAND
$
/
Sand y Sopmtilo, 15 %Nonpbsiic Finer, 6nsy,'ran and Avd, AAoist, Mcdiinn Acnsity Mica,
�rr
S�r1, Silry$ond
%J
fJ
The la)cr has tha aPpcamnea of Mn k htvcty easy to cxaavatc, Uxravate clads break easily
With Ark9V pMMM..
I
107S
f
Test Pit conaftmd at 7.8 R on 044un•2014
State Piane.Coordinstss (XI) T267399, (Y) Mt11
10'70
USDA-NRCS
Naiuxal
4407 Bland Road, Suitt: 117
Res(y11'Ce3
COJISM216Dll
Raleigh, NG 2TO09
50Cfas0cadun.in Accofdflnce
Service
Telephone; 9JM73-2128
lit 2hack~93
uAsS Shin
Faxi 919-973-2157
Field U$CS in Cney

10 LNW1- - "-a"% b-n iti
Feel
CD
Y J
I T
.
........
... ...........
L 4
......
. .. . ..... ..
0
9
... ...
i
i
a
tz
CD
pr
0
...
... ... ...
..........
rn
Ln
.............
.
0 (Al
C)

Natural
WOWes
consumflon
service
National Design,
Canstlucilon,
?nd Wl
mecha"Ics
Center
507 W. Fell,,
Olds. 7.3
Forl woeth,
Texas 7fi115
Phone;
817.S09,144
Fes;
817-509.3208
USDA
United States Departmerltnf Agriculture
subject, ENG - Soil Mechanics Report— Lail Dairy AWSP hale' AUG 4 2014
Catawba County, North Carolina
To; Terri Ruch, P.E. File code: 210-22
State Conservation Engineer JO}' Na 7550
N RCS, Raleigh, NC
INTRODUCTION
Two large samples were submitted from the Lail Dairy property for consideration as liner
material for an agricultural waste storage pond. The Fort Worth Soil -Mechanics Lahoiatory was
requested to perform index, compaction, and permeability testing. We are also providing some
general recommendations for the IIner's design and construction based upon the test results,
INTERPRETATION AND DISCUSSION Old` DATA
Index Tests and Water Content
Sample F14-1081 Field Swuple 1, from the pool area, classifies as elastic silt (MR) accordi rig to
the [unified Soil Classification System (USCS). it consists of 65 percent clay, 20 percent silt,
and 15 percent sand. This sample is highly plastic with a Liquid Limit (LL) value of 65 and
Plasticity Index (PI) of 31. 'Phis sample represents a Permeability Group 1V classification as
defined in Appendix 1OD, Chapter 10, Part 651; Agricultural Waste Management Field
Eandbook (AWMFH), Rev. March 2008.
Sample F14-1091 Field Sample 3, from tlae poet area, classifies as elastic silt (MH) according to
the Unified Soil Classification System (USCS). It consists of 64 percent Clay, 16 percent silt,
and 20 percent sand. This sample is highly plastic with a Liquid Limit (LL) value of 62 and'
Plasticity Index (PI) of 30, This sample represents a Permeability Group III classification as
defined in Appendix IOD, Chapter 10, Parrt 651, Agricultural Waste Management Field
Handbook (AiAWH), Rev. March 2009.
Index properties of the samples are shown in Atxa6rnent 1 on farm SCS-ENG-354 and are
summarized in the table below,
% Passing
% Passim
As -
Lab Sample
2 Nic.rons
% Passing
Received
Number
4.002mal
#200 Sieve
#4 SWe
LL
PI
Uscs
wn. %
F 14-108
65
85
100
65
31
MH
24.E
p 14-1.09
64
80
100
62
30
MH
26,7
Helping People Help the Land
An Equal opped+nity F$ppvlder,and Errlployar

Soil Mechanics Report — Lial Dairy AWSP, NC — Job No. 7550 2
Compaction Tests
A: Standard Proctor density test, ASTM-D698 Method A (minus #4 material), was performed for
each of the samples. Plotted test results are provided in Attachment 2 on form SCS-ENG-352,
Compaction and Penetration Resistance. The table below summarizes the results of the tests.
Optimurp
Lain Sample
Water
Nuinber
Max yd
Content
cf
F14-108
87.5
30.0.
2.68
F14-109
90.0
28,0
2.71
Dispersion Tests
Double hydrometer and crumb tests were performed for each ofthe samples, with results
summarized in the following table. Double Hydrometer test results less than about 60 indicate
that dispersion is not a problem, and these results did not vary and were all very low.. Crumb test
results of 1 indicate that dispersion, is not present or is minimal, but results of 3 or 4 are positive
indicators that clays are dispersive. The testing of8oil samples F14-108 and F14-109 did not
indicate that these samples have dispersive. clay characteristics.
Lab Sam pie Number
% Dispersion
Gratab
F14-108
1S
212
F14-109
l0
11 1
PerineabilityTOts
Foul' flexible wall permeability tests were conducted for each of the soil, samples F14-108. and
F14-109. The testing results are shown in Attachment 3 and in the following table with a
summary of the set-up conditions of the remolddd specimens.

Soil Mechanics Report — Lial Dairy AWSP, NC — Job No. 7550 3
Degree of
Test iv %
Percent
Additive
Additive
k Value
Fro
Compaction
Ref. To
Sat.
Type
Rate
cmJSec
]t Value filch Y
Wet%
Target i,
°�o Max.
Opt.
"/°
Ib/ft� Y
S
F14— 108
95
014
81
None
---
2.3 x10-
0.06633
s
95
3.I
88
None
---
5.3 x10"
0.01505
7
„
95
43
91
None
---
2.8 x1.0-
0.00081
Dense
7
„
95
0.3
80.
Soda Ash
0.10
2.5 x10-
0.0.0072
�
F14 — 109
95
1.4
81
Name
---
2.4 x1.0-
0.06888
„
95
3.1
86
None
_-_
3.8 x10-
0,00107
f
s
,
95
4.9
91
None
-
6,2 x10"
0.00018
Dense
95
0.7
80
1 Soda Ash
1 0.10
12.2 x10-
0.00635
Sample F14-108 soils can be compacted to a condition that meets the target permeability rare
with adequate moisture,, the sail additive dense soda ash at a rate of 0.1 pounds per square foot
per six-inch compacted lift, and compactive effort. Sample F14-109 soils can be compacted to a
condition that meets the target permeability rate with adequate moisture and compactive effort.
The August 2009 update to the AWMFH Appendix l0D includes a recommendation for the use
of a revised seepage rate for NRCS critefla for earthen liner projects .rather than a strict
permeability rate. The updated seepage rate is 5,000 gallons per acre per day, which also
includes a manure sealing allowance. This updated crritedon is to be used unless state or local
regulations are more restrictive, in which case those, re.quireipp-nts should be followed. This
seepage rate converts to a specific discharge rate of about 5 x 10-6 croslcm. 2lsec.
Seepage calculations for soils presented by Sample F14-109, assuming a compaction rate of 95
percent of maximum Standard Proctor density are computed below solving for the maximum
mquixed liquid depth.
Therefore Given:
H (Liquid Depth) #t = Unknown.
k (Permeability) 3.8 X 10 7 GM/See (1.07 x 10-3ftlday)*
v (Specific Discharge) = 5A x 10-6 ctnlsec (0.015 ft/ day)**
d (Liner Thickness) = 1,0 feet (assumed)"
*At a compaction rate of 95 percent of maximum Standard Proctor density
** Required specific discharge for this site

Soil Mechanics Report --- Lial Daity AWSI , NC —Job No. 7550
H— d x(v-k) ` 1.0x (0.015-0.00107)
k 0.00107
This highly plastic soil was classified as an elastic silt (MHj and should meet the State of North.
Carolina permeability criteria.. This soil will also meet the changes to NRCS criteria acid the
updated Appendix I OD seepage rate of 5,000 gallons per acre per day as long as the storage
elevation in -the pond is lessthan13 feet for a one foot liner Uckness,
CONCLUSIONS AND RECOMMENDATIONS.
The following recommendations should be considered,
1) A r inimum liner thickness of at least one (1) - foot is recommended.
2) The liner should be constructed in at Ieast two lifts, each one raving a loose lift thickness of
no more than about 9 inches.
3) Constractiug the liner with sirnilar� soil from the same borrow source would allow the
contractor to work off of one proctor curve for QA purposes,
4) Compaction and water content should be monitored and adjusted if needed during
construction to be within the recommended window of density and water content ranges
shown in Attacbment 4 and summarized in the table below, The recommended degree of
compaction is between 95 and 100 percent of maximrun Standard Proctor dry density. The
recommended water content needed to achieve a minimum of 80 percent sativation.in soils
line those in Sample F14-108 along with the additive dense soda ash are shown in the
following fable, Also, the recommended watez• content needed to achieve a minimum, 86
percent saturation in soils like those in Sample F 14-109 are also included fi� the following
table.
5)
Lab Sample
Number
Nat.
W %
Min. %
sat..
951A max. Std Proctor
100% max. Sid Proctor
Water content
%
DensityWater
content [%o)
Density �c f)
F14-1D8
24.2
80
30.2--3.4.0
83.1
27.2.—.3.0.6
87.5
P14-10
26.7
86
31.0 —32.5
85.5
27.9 — 29.2
90.0
6) Compaction of these type soils can most effectively be accomplished with a sheePsfoot or
pad -fool: roller. A. minimum of 4 passes is recommended to reach 95 percent of maximum
Standard Proctor density_ Field moisture and density tests and/or the construction of a test
pad are recommended to verify that the specified degree of compaction is being obtained.

Soil Mechanics Report --- Lial Dairy AWSP, NC � Job No, 7550
7) The completed liner should be protected with at least 6 to 12 isiches of additional fir material
over the finished litter surface.
if you would like to discuss this report or if you need to request further testing, please contavt me
at [phone].
Prepared by:
TEVEN GARNER, P.E.
Civil Engineer
NRCS, Fort Worth, TX
Crineurred by;
HTLLIP T. AJ PPE, E
Head, Soil Mechanics Laboratory
MRCS, Fort Worth, Tip
Attachments:
1. Form SCS-ENG-354, Soil. Mechanics Laboratory Test Data, l sheet
2, Form SCS-ENO-352, Compaction and Penetration Resistance, 4 sheets
3. permeability Test Summaries, 2 sheets
4. Recommended Window of Dry Density 1 Watex Content Combinations, 2 sheets
cc: (electronically distributed)
Kim Kroeger, Geologist, NRCS, Raleigh, NC
Stephen Reinsch, Co -Director, NDCSMC, MRCS, Lincoln, NE
Noller Herbeit, Director,, CEFD, NRCS, Washington, DC

Attaclu-nont 1
'NRCS-ENG-354, Sail Mechanics Data., 1 sheet of sample data

pAQ
w
4
�
»mPN�
<
o
m&�SAmd
F.
{ � m
wn MCI @N
M
M
ejnls!ovq
/.
\
$qA m«d
\
\
j, ,mmD AJ&n
§
§
f\
{
G
%
)�
j
g
�
®22
)�
7
®2[
�
kS2
(
§§§
«
/
k)(
)
«S2
22E
¥
(
3
{\E
])[
g
E
a
2 [
g
-
/q
2
�
}L
\
\
\
\
©
%
0
/

Attachment 2
Compaction Test Data, 4 sheets

ASTM D698 Compaction and Penetration Resistance Test: 10
Job No.
7551)
State:
NC
Project: Lail Dairy
County: Catawba
Type:
AWSP
Fund:
C❑-01
Sample No.
F14-108
Method:
A
Tech:
Vince
Checker; Robert
Field No.
1
Due:
Assigned;
Completed:
6)2312014
Checked: 6)2412014
Mold Volume
1/ 30.026
ft3 =
0,03330
fe
Mold Weight
4.07
!b:
Harrlmer Weight
5.5
lb.
Minus No. 4
Drop
12.0
in.
Lifts
3
Selected Machine:
Fart Worth
Natural Moist:
Fine Gs
LL
PI
USCS
Selected Values;
24.2
2.68
65
31
M H
Tft"
woFi%
87.6
30.0
Curve No.
of
CYL.
Compaction Point
WEIGHT +
CAN 1NET
CAN DRY
CAN
NEIrl7Ll
NEEDLE
SOIL.
WEIGHT
WEIGHT
WEIGHT
READING
SIZE
MOIST. % Remarks
1
7.63
659.93
539.26
84.33
56
1130
28.5
2
7.83
592,30
476.94
82.97
29
1/30
29,3
3
7.87
602.15
478.79
87.58
63
114
31.5
4
7.83
572.13
456.70
119.75
64
112
34.3
5
7.83
572.13
456.70
119.75
64
112
34.3
5
7
8
Selected Points
WET
DENSITY
(PCF)
DRY
DENSITY
(PCF)
MOISTURE
(°Ia}
PENE-
TRATION
RESIST.
(PSI)
1
106.9
84.5
26.5
1680.
2
112,8
87.2
29,3
870
9
114.1
86.7
3.1:5
252
4
112.9
84.1
34.3
128
4
112.9.
84A
34.3
128
n,nto: rn th0 abOW) tAbla if any of trio valusa - 0 ealaot nc fer that Pori
nclude
let; no
zi ❑
❑ ❑
❑ 0
❑ 0
Fort Worth Soil Mechanics Lab
❑RY
DENSITY
(PCF)
WSAT
(°/o)
92.0
30.5
87.❑
34.4
82.0
38,8
77.0
43.7
72.b
49.4
67.0
56.8
62.0
63.3
57.0
72.2
52.0
62,7

Compaction and Penetration Resistance ASTM D698
Lai[ Dairy, NC lob No. 7550
Catawba CO-01 AVVSP Field No. 1 Lab No. F14-108
i3
2000
1500
m _
� •N
°
1006
a
a
26. 2IIA 3p.0 32.6
34.4 36.0 38.0 40.0
120,0
115.0
11 D.0ILL
65
1o5.aPI
Q
IOUU)
d
•
W
m
a
0
9U
U
a
•N
a
so.a
85.0
80,0
26.0 28.0 30.0 32.0
34,6 36.0 38,0 40.0
Method : A
Max. Particle Size: Minus Na. 4
_ - - •- -
-��-� --- - - -- --
- -
Ydmax� 8T.5
USGS - MH.
��Natrrural Moist.
_
-
•- -
-- --
--•- _-
-
_..._.
- -
..—
_.
-• -•
Wet ❑ensity
_
--
_
-- - _ — - --
_ _ • _ - - -- -
.----
-
�._
Zero
Air
Voids
._ .._
Dry -Density.
F7-
MOiStUre Content (Pe reant ❑f ❑ry Weig11t)
Prepared by Fort Worth Soil Mechanics Lab
71912fl'I4

ASTM D698
Compaction and Penetration Resistance
Test: 10
.lob No.
7550
State:
NC
Project:
Lail Dairy
County: Catawba
Type:
AWSP
Fund:
CC-01
Sample No.
F14-109
Method:
A
Tech:
VinCe
checker:.
Robert
Field No,
Clue:
Assigned:
Completed:
6/23/2014
Checked;
612412014
Mold Volume
11 20,026
fe =
0.03330
ff3
Mold Weight
4.07
lb,
Hammer Weight
5.5
ib.
Minus No. 4
Drop
12.0
in.
Lifts
3
Selected Machine:
Fort Worth
Natural INoist.
Fine Gs
it
Pi
USGS
Selected Values;
26.7
2.71
62
30
MH
Yamax
W"Pko/o
90.0
28,0
Curve No,
of
CYL.
Compactlon Point
WEIGHT +
CAN.WET
CAN DRY
CAN
NEEDLE
NEEDLE
SOIL
WEIGHT
WEIGHT
WEIGHT
READING
SIZE
MOIST. °IQ
Remarks
1
7.71
585.34
483.05
84.14
59
1130
25.6
2
7.91
652.68
528.55
87.66
33
1130
282
3
7.90
600.74
480.43
86.56
69
114
30.5
4
7.84
682.47
533.60
84.56
63
112
33.2
5
7,84
682.47
533.60
84.56
63
112
33.2
6
7
8
Points
=DENSITYDEN
MOISTURE
(°Io}
PENE-
TRATi4N
RESIST.Selected
(PSI)
1
109.3
87.t7
25.E
1770
2
115.2
89.9
28.2
.990
3
116.1
.88.2
30.5
276
4
113.0
84.9
33.2
126
4
113,0
84.9
33.2
126
notar In iho abova tobio if *My of tho Valuoo � ❑ oologt" f,�r that toW
nciude:
1ms no
Z ❑
21 ❑
El 0
Fort Worth Sail Mechanics Lab
DRY
DENSITY
(PCF)
WSAT
N
95,0
28.8
90.0
32.4
.8510
36.5
80,0
41 A
75.0
46,3
70'.0
52.2
65.0
59,1
60.0
G7.1
5&4
76.6

Lail Dairy, NC
Catawba
Compaction and Penetration Resistance
CO-01 AVVSP Field No.
ASTM ❑598
Job No. 7550
Lab No. PIA-1 f1Q
v 2000
kk
1500
I
Sao
_ .
I
G
CL
24.0
26.0 28.0 - 30.0
32.Q 34.0 36.0 38.Q
Method: A
Max, Particle Size: Minus No, 4
- - Yamax = 90.E
120.0
Wopt% = 28.0
Fine GS = 2:71
-
_
USCS = MH
91 U.0
_ — -
-
ILL = 62
PI 30
-
- -
- Wet Density
105.0
Natural Moist.
100.0
-
0 95.0
Zero Air voids
Dry Density'
8C
24.0
26.0 28.0 $0.0.
32.0 34.0 36.0 I8.0
Moisture Content (Percent of Dry Weight)
Prepared by Fgrt Worth Soil Mechanics Lab
71912Q14

Attachment 3
Permeability Test Data; 2 sheets

ASTM R5084
Job No. 7550 Stat
County: Catawba
Attachment 3
Remolded Fiaxible Wall Permeability Test Summary
e: NC Project: Lail Dairy
Type:. AWSP Fund: CO-01
Sample No. F14-108
Allowable
L{quld Lloer 5aepage Creditfar TRUE
Dep 10,0 Thldc2iess= 1.0 trpdi= Manure TaNetk= 4.9E-07 0.001395
Teat: 47
Nit, vu%
Qensity
Water Content
Additive
Results
_Date
Complete
d
24.2
Perris
Run
yumm�
°Io of Max
87.5
pcf
ww %-
Rel. to•Q t
30.0
e%
Additive Type
Rate*
Iblft)
k•{cmis
Ir f d
%
sat.
Past
w°%
ti124114
1
95.0
83.13
0.5
30,5.
80.79
713114
95.0
83.15
0.4
I X4
2.34E-05
0.066446
80.54
37-10
5124114
2
95.0
83.13
4,0
l 34.0
90.06
7H 1114
95,0
83.13
4.3
84.3
I
2.64E-07
0A00805
88197
f
36.86
7111114
3
95.0
83.13
3.0
33.0
87.47
7123/14
95.0
63,12
3,1
f 33,1
5,3.7E-46
0-015042
87.66
36,53
7/11114
4
95.0
83.13
0,5
30.5
❑ense Soda Ash
0,10
80,79
7128114
95,0
83.13
0.3
30.3
I
2.54E-07
0.000719
M38
J
35.17
5
I
8
�
7
_
I
I
I
8
I
9
I
'
10
11
I
12
13
i
14
15
l
uu111u1111rrI l4 lY II1f rl6S
dispersant=ldWIS inches
Recommended Density Range = 95 In 100
Recommended Sat. Range = 80 to 90
95°% Proctor
100 % Proctor
min w°%
MAX w°%
Qenslly
Qrl w°% _maxw%l
pengity.
I
3.G,2
34.0
83.1
27.2 34,6
87_$
f-Ofl Worth Sail Mechanics Lab

AS7M 05084 Attachment 3 Teit; 47
Remolded Flexib4e Wall Permeability Test Summary
Jab No. 7650 Slate:
NC
Project' Lail Dairy
County: Catawba
Type:
AVVSP
Fund: CO•-01
Sample No. 1`14109
AWwable
Liquid
Liner
Seepage
IFpol=
Credltfor TRUE
Manure Targel k =
4.9E-07
0.001395
Depth =
10,0 Thickness = 1.fl
Nat. w0to Density
Water Content
Addifivo
Results
28.7 7cbwe• 90.0
w,p�i6= Z$.t]
°I°
Rate'
Date
post
Complete
Perm
Run % of Max Ct Rol, to Opt.
°!°
Additive T e tlblft2
k crnlsj
k t dj
v1%
d
6124114
1 95.0 85.50
1.0
-29.0
2.43E-05
O.Ofi8783
v 37
81.40
3G:i8
713114
95,0 j 85,50
i.4
29.4
i
80.07
541
2 85.50
4.5
32-
6.23~_08
0.00017
91.05
34.78
95.04.9
32.9
87;30
71111iA
3 05.0 85.60
3.5
51•$
3.76E•07
0.001666
88.30
J 35.39
7128114
95.0 85:50
3.1
31.1
80.3T
7111h14
4 95.0 85.50
1.❑
29.0
Dense Soda Ash 0.10
224E-oB
O.00li346
79.55
33.87
7123114
95.0 85.50
0.7
24.7
i
5
i
6
7
8
`
I
9
1Q
1
11 �
i2 I
13
14 1
I
1.5
• b-6ni°NwlbeI4 in&-
dfspersanl�6Ht're inches
Recommgnded Density mange =
95
IQ
10fl
Recommended Sat. Range =
86
to
90
95%u P
min w.9'n max
no 1 32.
10 % Pfoct,
ensity min w°/a max w k.
20.2
Fort WOrth Soil Mechanics Lab
90,0

Attachment 4
Compaction Recommendations, 2 sheets

LI
►l
E
0
Q
C
Di
C
0
75
r-
CD
0
0
C
q)
E
E
0
0
w
M
CD m co
e� 1�1Y
❑} OD OQ � 00 Cb CO co co Q7 co
a
co
1
M. V
a
I
Ca
L6
r
co
.c
ro
�o
u�
o �r
Q
G° C4
U rZ
r�
VJ
U
z
a
T
CL
9)
IL

-p C M
(D ❑ Q?
o0
Cam.
❑ N c q]
�0
U
U
Z
LO
Ln
d
za r 0
, r.w
N
r�
J ❑
Q
i
CD
L4
�r
G
� V
C)
I Sri
V) e0000"
v
CD
Q
� �
r
@
Ln
000�
'0010
o— r
r
�
s
r
r
r
r
r
ell000
rr
ry
■
■
+� r
si
�I
1
0
•ryr
! ado
m (J CF) W co
(jod) AllsuaCl AjCj
�L.
�
II
a
L
❑
ID
T
C)
L
V
Z
Q
d"
fl
Q
MM ca
Y J
W W M S�

Energy, Mineral
and Land Resources
EHVIR61414ENTAL GUAUTY
,1ur•isdictional Determination/Hazard Classification Request
To -evaluate if a dam is governed by the Dam Safety Law of'1967 (as amended)
If.it is your desire to have the Land Quality $eetion's Data Safety Prograrn staff determine if your dam
is governed by the Dam Safety Law of 1967 (as amended) (General Statute §143-215,23-37),
Please complete this form in its entirety, if'applicable, and return to;
State Data Safety Exrgineey
North Carolina Department of Environmental Quality
Division of Energy, Mineral, and. Land Resources
Land Quality -Section
1612 Mail Service Center
Raleigh, NC 27699-160
1, Describe any potential hazards For loss of life and environmental or structural property damage to
existing and/or potential future downstream developments (i.e. buildings, houses, roads, bridges,
major utility lines, etc.), None. Nate in .tune 2014 evaluation made for a larger waste pond
near a couple houses. Pond Shifted away from horn-ses ,and designed smaller, Predominant flow is
away from the residences. Liquid stored is a slurry manure which tends to move slowly when
moving
Please attar-]! a vicinity snap of the dam (Preferably aerial -and/or topagraph,ic contour =p, which
shows. the premise as well as the concerned downstxcam areas} aid provide abrief description of
the location/nearest physical sheet address: See drawings an'd location map in Waste
Management Plan
❑sgovern. frm (revised 2/14/17)

Paga 2 of 3
3, General Summary of the Dam:
a, Name of Owner: Andrew Lail (S & L Riverside Dairy, L
6, Address: 5877 Old Shelby Road-
C.
City.
d. Phan Nc
Tale
828-446-3633
State; NC
Email
Zip; _28168.
Dam. Name (STATE- ID, -if assigned):
Latitude:
Longitude:
35637' 11.7"N
81627'59.6"W
Nearest State Road Number/Narne:
(SR #)1002
County:
Catawba
River/Stream:
Jacob Fork
Drainage Area (acres):
Less than 0.1 acres
Dam Height (from the highest point on the top of dam to
the lowest point on the downstream toe of datri in feet):
1075.5-1056.5 19.0 feet
Depth of Water at Normal Pool (ft):
10.4 feet
Depth of Water at Top of Dam (fc):
12.0 feet
Impoundment Surface Area at Normal Pool (acres):
0.9 acre
Impoundment Surface .Area -at Top of Dam (acres):
1.0 acre
Storage Capacity at Normal Pool (acre-feet):
6.6 acne -feet.
Maximum Storage Capacity at Top of Dam (aore-feet):
8.3 acre-feet
e. Please provide any additional engineering documents (historical records, design drawing
plans, rating curves, etc.)
4. General Summary of the Downstream Area(s) [check all boxes that apply];
a. Primary Downstream Land Use:
1-1
WOODLAND Fx1
AGRICULTURAL
� RESIDENTIAL
❑ MDUSTIUAL/COMMERCIAL
b. Existing and/or Future Downstream Developmenisllmprovements:
❑ DWELLINGS ❑ BUILDINGS ❑ ROADS n
UTILITIES

Page 3 of 3
Existing and/or Future Downstream Development/improvement(s) Data;
Blevaiion
"reaoh
Dowl�s[ream
Distance
Floodplain
Relative
Channel Flood
CulvertlBridge TC
ljazard/lmprovement
DownsbtarnWidth
to
Slope Wave
Dimensionsae-
rype
from Dam
Moodplain
Elevation
Houses elevated
House and
300 feet
and Located east
NIA NIA
3Q0 feet
2'
8,0°/0 �1'
House Trailer
of draw below
dam
-
Old Freestall
Barns
700 feet
100 feet
Earns near
Branch
Floodplain and
Confluence
1,900
Creek very large
with Jacob
feet
�100'
compared to sire
Fork
of pond
In accordance with 15A NCAC 02K .0I05, I am providing the followingproposed hazard classification:
RECOMMENDED HAZARD CLASSIFICATION: LOW [—] INTERMEDIATE n
IIGH
I agree that this form will be used to initiate the Jurisdictional Determination process and/or determine its Hazard
Classification based on current submittal mid additionally requested documents, as needed.
NAME OF o N-ER/REPRESENTATNE or PROFESSIONAL ENGINEER; _Samuel C. Bijighatn, PE
F
SIGNATURE:. PE. SEAL:
DATE: Novembur 26, 2019

VEGETAUON ESTABUSBAIENT
Grading and Shaping
Constiudt diversions above waste management system eotnponents to prevent runoff
from draining into tlae area. Engineer will Make final eQnstruction inspeotion before
seedbed is prepared.
Seedbed Preparation
Rip and disk all disturbed arcas V deep. Incorporate 2 tons of lime, 1000 tbs. of 10-10-
10 and 500 lbs of'0-20-0 into the soil. Unifonydy apply,50 lbs, tall fescue per acre.
Seeding shoLdd be completed as soon as possible after construction. Immediately (same
day).caul& with 100 bales of small grain straw per acre. Reseed any Tilled or Bullied
areas that way develop. A nurse crop :should be seeded with fescue. Engineer will
determine whether cool season (25 lbs. rye grain/acte) of Warm season (sudex sedan.)
nurse crop is needed.
NO

Construction Specification 23-----EarthftU
1. Scope
The wort. consists of the construction of earth embankments, order earti­ffllls, and earth backfilh
required by the drawings and specifications.
Barthfrdl is composed of natural earth materials that can be placed and compacted by
construction equipment operated in a conventional manner.
Farth backflll is composed of natural earth material placed and compacted in confined spaces oi'
adjacent to structures (including pipes) by band tamping, manually directed power tampers or
vibrating plates, or their equivalent.
2. Material
All fill material shall be obtained from required excavations and designated boixow areas. The
selection, blending, routing, and disposition of material in'the various fills sball be. subjeet to
approval by the engineer.
Fill materials shall contain no frozen soil, sod, brush, roots, or other perishable material. Rock
particles larger than the maximuun size specified for each type of fill shall be removed prior to
compaction of the fill.
The types of material used in the various fills shall be as listed and described in the specifications
and drawings.
3. foundation preparation
Foundations for earthfill shall be stripped to remove vegetation and other unsuitable material or
shall be excavated as specified.
Except as otherwise specified, earth foundation surfaces shall be graded to remove surface
irregularities, and shall be scarified parallel to the axis of the fill or otherwise acceptably scored
and loosened to a minimum depth of t inches. -The moisture content of the loosened material
shall be controlled as specified for the emleill, and the surface material of the foundation shall
be compacted and bonded with the first layer of earthf7ll as specified for subsequent layers of
eartbfill.
Earth abutment surfaces shall be free of loose, uncompacted earth in excess .of 2 inches in depth
normal to the slope and shall be at such a moisture content that the earthfiil can be compacted
against theta to produce a good bond between the fill and, the abutments.
Rack foundation and abutment surfaces shall be cleared of all loose material by hand or other
effective meads and 'sball be free of standing water when fill is placed upon there. Occasional
rock outcrops in earth foundations for earthflll, except in darns and other structures designed to
restrain the movement of water, shall not require special treatment if they do not interfere with
compaction of the fbiindation and initial layers of the fill or the bond between the foundation and
' the fx1l,
(21 Q-VI-7+E.H. May 2001)

Foundation and abutment surfaces shall be, no steeper than one hol i7orrtai to one vertical unless
otherwise specified. Test pits or other cavities shall be filled with compacted earthfill conforming
to the Specifications for the earthfili to be.placed upon the foundation.
4. Placement
Ear-thfill shall not be p.iaced rurtil rule rsquii Ed excavation and foundation preparation have been
completed and the foundation has been inspected and approved by the ellOneer. Lartlifill shall
not be placed upon a frozen.suitface nor shall snout, ice, or frozen material be incorporated ill the
eaithfill matrix.
Earthf ll shall he placed in approximately horizontal layers.. The th 6o ness of each layer before
coxnpacoon shall Trot exceed the maximum thickness specified in section 10 or shown on the
drawings. Materials placed by dumping to piles or windrows shall be spread uniformly to not
more than the specifiad thickness before being compacted.
Band compacted earth backfill shall be placed in layers whose thickness before compaction aloes
not exceed the maximum.' thickness specified for layers of earthbackfill compacted by manually
directed power tampers.
Earth backfill shall be placed in a manner that prevents dwriage to the structures and allows the
structures to assume the loads from the earth backfill gradually and uniformly. The height of the
earth backfill adjacent to a structure shall be increased at approximately the same rate On all sides
of the structure.
Earthftll and earth baclsdill iu,darms, levees, and other sti'uctu�es designed to restrain the
movement of water shall be placed to meet the following additional requirements:
(a)
The. distribution of materials throughout each zone shall be essentially unifatm, and the
earthfill shall be free from lenses, pockets, streaks, or layers of material differing
from the surroilhding material.
substantially in texture, moisture content, or gradation
Zone earthflls shall be constructed concurrently w-dess otherwise specified.
(b)
if the surface of any layer becomes too hard and smooth for proper bond with the
succeeding layer, it shall be scarified parallel to the axis of the fill.tc a depth of not less
than 2 inches before the next layer is placed,
(c)
The top -surface of embankments shall be maintained approximately level during
construction with two exceptions; A. crown or cross -slope of about 2 percent stxall lye
maintained to ensure effective drainage, or as otherwise specified for d.rainfill or
sectional zones.
(d)
Dam embankments shall be constructed in continuous layers from abutment to
to facilitate construction or to allow the passage of
abutment except where openings
streamflow during construction are specifically authorized in the contract.
(e)
Ernfiogaments built at different levels as described ender (c) or (a) above shall be
the bonding surfaces between. embankment in place and
constructed so that the slope of
embankment to be placed is not steeper than 3 feet horizontal to 1 foot vertical, The
bonding surface of the embankment inL place sliail be stripped of all Material not
of this specification and shall be scarified, moistened, and
meeting the requirements
r�ecompacted when the new eartbfili is placed against it. This ensures a good bond with
the new earthfiill and obtains the specified moisture content and density at the contact o€
the inplace and new eatth.ftlls,
(23 U-Vi-NM stay 24ai) 2

+ 5. Controi of moisture content
During placement and compaction of earthfill acid earth backfill, the moisture content of the
material being placed shall be r aintained within the specified range.
The application of water to the earthfill material shall be accomplished at the borrow areas
i isofar as practicable- Water may he applied by sprinkling the material after placement on the
eaitlifill., ifnecessary. Uniform moisture distribution shall be obtained by disking.
Material that is too wet when deposited on the earthfill small either be removed or be dried to the
specified moisture .content prior to compaction.
If the top surface of to preceding layer .ofcompacted earthfill or a foundation or abutment
surface in the zone of contact with the earthfill becomes too dry to permit suitable bond, it shall
eittier be removed or scarified and moistened by sprinkling to an acceptable moisture content
before placement of the next layer of earthfill.
6. Compaction
Eax-thfill—Earth ll shall be compacted according to the following requirements for the class of
compaction Specified!
ClassA compacdon--Ea.ch layer of carthfill shall be compacted as necessary to
provide lice density of the earthfil] matrix not less titan the minimum density specified
in Section, 10 or identified on the drawings. The earthfill matrix is defined as the
portion of the earthfiIl material fluer than the maximum particle size used in the
compaction test method specified.
Class B compoedon—Each layer of earthfill shall be compacted to a mass density not
less than the minimum density specified.
Class C compgctiopt—Faeh layer of earthfill shall be compacted by the specified
number of passes of the type and weight of roller or other equipment specified or by
ail appioved equivalent method, Each -pass shall consist of at least one passage of the
roller wheel, or drum over the entire surface of the layer.
Earth bachrll Earth backfill adjacent to structures shall be compacted to a density equivalent
to that of the surroUurding inplace earth material or adjacent required carthfill or earth backfill.,
Compaction sliall be accomplished by hand tamping or manually directed power tampers, plate
vibrators, wall -behind, miniature, orself propolled rollers. Unless otherwise specified heavy
equipment including backhoe mounted power tampers or vibrating compactors and manually
directed vibrating rollers shall not be operated within 2 feet of any structure. Towed or self-
propelled vibrating rollers 'shall not be operated within 5 feet of any structure, Compaction by
means of drop weights operating from a crane or hoist is not permitted,
The passage of Heavy equipment will not be allowed:
• Over oast -in -place conduits within M-days after placement of the concrete,
• Over cradled or bedded precast conduits within 7 days after placement oftlie concrete
cradle or bedding
• Over rimy type of conduit until the backfill has been placed above thetop surface of the
structure to a height equal to one-half the clear span width of the structure or pipe or 2
feet, whichever is greater, except as may be specified in section 10.
(210-VI-NrJ4. May 2601)

Compactirxg of earth backf ll adjacent to stnictures skull not be started until the concrete has
attained the strength specified in section 10 for'this purpose, The strength is determined by
compression testing of test cylinders cast by the contractor's quality control personnel for this
purpose and cured at the world site in the manner specified in ASTM C 31 for determining when
a structure may be, put into service.
When the required strength of the cQncrete'is not specified as described above, compaction of
earth backfill adjacent to structures shall not be, started until the fallowing time intervals have
elapsed after placement of the concrete.
Time interval
Stnicture l.laticl
Vertical or near -vertical walls with earth loading on one side only 14
Walls backfilled on both sides simultaneously' 7
Conduits and spillway risersp .cast in-plAae (with inside forms in place) 7
Conduits and spillway risers, cast -in -place (inside forms removed) 14
Conduits, pre -cast, cradled. 2
Conduits, pre -cast; bedded
l
Cantilever outlet bmultaneously 3
7. Reworldng or removal and replacement of defective earthAll.
Barth$11 placed at densities lower than the specified minimum density or at moisture contents
outside the specified acceptable range of moisture content or otherwise not conforming to the
Req_uiueinents of the specifications shall be reworked to meet the requirements or removed and
replaced by acceptable cWthfill. The replacement eart:hfill and the foundation, abutment, and
eartlrfill sUrfaces upon which it is placed shall confaz•m to all.requirements of this specification
for foundation preparation, approval, placement, moisture control, and compaction.
8, Testing
During the course of the work, the engineer will perform quality assurance tests required to
identify material; determine compaction characteristics; determine moisture content; and
determine density of earthfill, in place. Tests performed ley the engineer will be used to verify tUat
the earkhfilts conform to contract requirements of the specifications and not as a replacement for
the contractor's duality control program.
Densities ofearthfill requiring Class A compaction will be determined in accordance with ASTM
D 15 55, Dz.l 67, D 292, or D 2937 except that the volume and moist weight of included rock
particles. larger tiia�p those used in the compaction test method specified for the type of till will be
determined and deducted from the volume and moist weight of the total sample before
computation of density or,. if using the nuclear gauge, added to tUe spocif ed density to bring it to
the measure of equivalent composition for comparisoli (See ASTM 0 4718). The density so
computed is used to determine the percent compaction of the earthfill matrix. Unless otherwise
specified, moisture content is detemined by one of flip following methods; ASTM D 221 Gs D
3017, D 4643, D 49.44, of D 4959.
(210-VINEEL May200k) 4

9. Measurement and paymenit
For items of work for which specific unit prices are established in the contract, the volume of
each type and compaction class of earthfiil and earth backfnll within the specified zone
boundaries Mid pay limits is treasured and computed to the nearest cubic yard by the method of
average cross -sectional end areas. Unless otherwise specified in section 10, no deduction in
volume is made Pot embedded items, such as. but not limited to, conduits, inlet structures, outlet
structures, exnbankment.drains, sand diaphragm snd outlet, and their appurtenances.
The pay limits shall be as defned below, with the further provision that earthfill required to fill
voids resulting from. overexcavation of the foundation, outside the specified Lines and grades,
will be included bi the measurement for payment only under time following conditions:
• Where such overcxcavation is directed by the engineer to remove unsuitable material, and
• Where the unsuitable condition is not a result of the contractor's improper consih action
operations as determined by the engineer.
Earthfill beyond time specified lines and grades to l ackfill excavation required for compliance
with. OSHA requirements will be considered subsidiary to the earthfill bid items),
Method ]—The pay limits shall be as designated on the drawings.
Method 2-Time pay limits shall be the measured surface of time foundation when. approved for
placement of the earthfill. and the specified neat lines of the earthfill surface.
Method 3—The pay limits shall be the measured surface of the foundation when approved for
placement of the earthfill and. the measured surface of the completed earthfilI.
Method 4—The pay limits shall be the specified pay limits for excavation and tlne specified neat
lines of the earthfill surface.
Method 5—The pay limits shall be the specified pay limits for excavation mid the measured
surface of the completed earthfill.
Method 6—Payment for each type and compaction class of earthfill mid earth backFIB is tnadc at
the contract unit price for that type and compaction class of earthfill. Such payment will
constitute full compensation for all. labor, material, equipment, and all other. items necessary and
incidental to the perfot7nance of the work.
Method 7—Payment for each type and compaction class of earth -fill and earth bacicfill is made at
time contract unit price for that type and compaction,class of eartfill. Such payment will
constitute ful I compensation for all labor, material, equipment, and all outer items necessary and
iitciden#al to the performance of the work except Furnishing, tran.sportirig, and applying water to
the foundation and eardifill material. Water applied to the foundation and earthfill material is
measured and payment made as _sp.egifiod in Construction Sppcificatiott 10,
All methodsL—'The following_ provisions apply to all methods of measurement and payment.
Compensation for any item of work described in the contract, but not listed in the bid schedule is
uialudod in the payhi6nt for the item of work to wvUch it is made subsidiary. guch items and the
items to which they are made subsidiary are identified in section 10 of this specification.
(210-VI-NEN, Mayznal) 6

10. Items of world and construction details
This item of work includes the eartlt£ili for waste storage pond construction.
The imximu.rn thickness of lift prior to compaction shall be 9 inches,
Cornpaation shall be, greater than 95 percent of maxbnum standard proctor dry density. The
recommended Water content is optim"In plus.
Connpaetioii shall be class C, A minimum of 4 passes of a sheepsfoot or pad -foot roller is
recommended to reach 95 percent of maximum standard proctor density.
Section 9 on measurement and payment does not apply to this work.
(2) o-yr--NEK MRY xoal]

CONSTRUCTION SPECIFICA,^iION
LINEA FOR- SEEPRGE CONTROL
1, Scope
The work shall consist of installation of impervious or .low permeability, liner
for the control of seepage from the waste storage pond. The work will include
furnishing all labor, tools, equipment, machinery, supplies, and materials for
construction of the liner.
2. Physical Requirement's of Liner
The liner when installed must provide impediment of seepage such that the
Hydraulic conductivity at all sites covered by the lineic is no more than .014
ft/day {5xlO--6 cm/sec)- The liner shall be installed in such a manner as to
effectively 'Seal around all appurtenances and structures in the pool area.
3. MATW4S
Materials used for the liner shall be as specified it Section 6 of this
specification. Thickness of lining material shall be as described in Section 6
of this speci-fidation.
4. FOUNDATION PREPARATION
The finished subgrade shall contain no sod, brush, roots or other organic
materials. Rook particles larger than the maximum size specified in Section.6
of this specification shall be removed prior to placement of the liner.
Foundations shall be stripped to remove vegetation and other unsuitable
materials or shall be excavated as specified.
Except as otherwise specified, earth] foundation surfaces shall be graded to
remove surface irregularities and shall be scarified parallel tg the axis of the
fill Pr otherwise acceptably scored and loosened to a iminimum depth of 2 inches.
The moisture content of the loosened material shall be controlled as specified
for the earthfill, and the surface.materials of the foundation shall be
compacted and, bonded with the first layer of earthfill as specified for
subsequent layers of earthfill.
Earth abutment surfaces shall he free of loose, uncompacted earth in excess of
two inches in depth normal to the slope and shall be at such moisture content
that the earthfill can be compacted against them to effect a good bond between
the fill and the abutments,
Rock foundation and abutment surfaces shall be Cleared pf all loose materials by
hand or other effective means and shall be free of standing or running water
when fill is placed upon them. Occasional rook outcrops in earth foundations
for earthfill, except in dams and other structures designed to restrain the
movement of water, shall not require special treatment if they do not interfere
with compaction of the foundation and initial layers of the fill ar the bond
between the foundation and the fill.
F.vundation and abutment surfaces shall be not steeper than 3 horizontal to 1
vertioai vn14�.Oa otr M2!'W!srw Rpr ci fiPd . Test pi tS or other cavities shall be

filled with compacted earthfill conforming to the specifi.cati.oas for the
earthfill to be placed upon the foundation.
5. IMNOLING OF LINER MATERIALS
Clay liner material shall be stockpiled on site when waste storage pond is
excavated. Material not suitable fpr clay liner will be used in freestall
building -pad or in hack slope'of embankment,
6. ITEMS OF WORK AND Coi9STRUCTION DETAILS
items of work to be perfoxnmd in conformance with tbis specificatson and the
construction. details therefore are:
Clay Blanket Liner
(1) Soils investigations at this site indicate that.local aTailable soil
materials are s-uitah.l.e fox use as an impervious liner.
(2) This item shall consist of the preparation for and the installation of a
1.5' thick soil liner. 1.0of the liner shall be. clay. 'the top 0.5' shall he
a sandy material.
(3) After stripping, the foundation area will be prepared to assure a bond with
the clay liner fill. All loose dry soil material shall be remgv'ed and the
subgrade shall be scarified by disking. moisture oontent of the foundation
soils shall be adjusted by adding water as necessary.
} (4) All rocks greater than .6 inches in diameter shall be removed from the
surface of the subgrade:
(5.) The material used for the clay liner shall be selected from those areas
excavated for the waste storage pond as identified in the Soil Mechanics report
or as designated by the engineer. The clay material (MR & CL,) shall be free of
sod, roots, frozen soil, stones over 6 inches in diameter, and other
objectionable material. the fill for the liner material shall be thoroughly
minced such that there will be no lenses, pockets, streaks, or layert of material
differing substantially in texture or gradation From the surrounding material.
(6) The fill shall be brought up in approximately horizontal layers not to
exceed 9 inches in thickness prior to compaction. A pre --determined sequence of
equipment use and the routing of equipment shall be established -to assure
uriifcrmity of the placement and compaction process. Each layer- Will 'be
compacted by a -minimum of:
compaction gAd water content shall be monitored and adjusted if needed to be
within the tecommehded range shown the Soil Mechanics Report. Compaction of
highly plastla soils can most effectively be accomplished with a sheepsfoot or
pad -foot roller to provide a kneading action to the clay during compaction_ A
minimum of 4 passes is recommended to reach'95t of maximum Standard Prndtor dry
density. The actual number of.passes will be determined by field
maistureldensity 'test. The recommended dater content is shown. in Soil Mechanics
Report.
(7) See attachment of the Soil Mechanics Report for recommended moisture
content ranges for the percent compaction QbLalnea.

(8) The clay liner material shall not be placed or compacted while the material
is outside the recommended moisture content range_ Soil conditions exceeding
maximum are indicated when conditions are too wet for the efficient use of
hauling and compacting equipment. When fill material begins to stick and cling
to the wheels and tracks of hauling and compacting equipment the fill is too wet
and compaction effort is wasted. when such conditions exist, the hauling and
compaction of the liner material shall cease until such time as drying of the
fill has occurred. Disking and mixing of material at the borrow Site sha.il be
permitted in an effort to inoorporate wetter materials on the surface with drier
materials below.
(9y During installation, of the clay blanket liner, a qualified inspector as
designated or approved by the designer must be on -site to vezify the quality of
the fill material and the adequacy of compactive effort. The criteria for
evaluating the material and compaction shall be as prescribed in USDA-NRCS
National Engineering Handbook, Part 651, Chapter 10, Appendix IOD,
"Geotechnical, Design, and Construction Guidelines". Failure to provide.
compaction.of the liner in accordance with this specification as documented by
the. inspector or placement of the liner in the absence of a qualified inspector
shall be grounds for rejection qt the installation of the liner
(10) Qualitatide testing of clay liner material and compaction results may be
required as deemed necessary by the inspector and/or designer. Whet testing is
required the laPdown.er will be responsible for furnishing test reshits and
ce-rtificatifln that tYie construction meets -the design requirements, Any tests
and certification shall be performed by a certified laboratory.
W
_]

CONSTRUCTION SPECIFICATION
CONCRETE
1. Scope
This specification corers the quality of concxeter steel. reinforcement,
the forming, placing, curing and other requirements for concrete
construction of simple 51.abs, low walls (xxot to ekoeed 4 feet),, curbing,
aprons, ballast etc:
2. Definitions
The "contractor" is the individual or company who performs the
construction.
3. Composition
Concrete Phall be composed of .Portland cement, fine and coarse aggregates,
water and, when specified, air -entrainment,: set retardant or other
admixtures. These materials shall conform to the following requirements:
Portland Cement - Portland cement shall meet the requirements of ASTM
specification
C-15g for Type I cement unless otherwise specified. Cement shall be
properly stored and protected from weather, dampness or other destructive
agent. Any cement that is damaged will be rejected and not permitted to
be used in the work..
Aggregate - Fine aggregate shall meet the requirements of N.C, Department
of Transportation (DOT) standaxd 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 contractor shall designate the design mix and submit it to the
angineer for approval prior to placeme'ltt of any concrete. Unless
authorized by the engineer, the ooncrete mix will meet the following
guidelines foie a cubic yard of'concrete;
Cement 564 lbs . minimum - j b rugs )
Coarse ag.9re9:ate 1850 lbs. maximum
Pine
aggregate 1450 lbs.. maximum
Water
6 gal lbag of cement M33 i-MVM -
1
36 gallons)
The cant-ractor will submit evidence as required by the engineer, showing
that the concrete ingredients comply with the requirements of tlZis
specification.
1 of 6

After the design mix has been approved, no change in the source,
character, or grading of the materials shall be 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 mn x has been
based shall be used until the eriginees has determined its conformity With
specifications and has approved a new design m.ix 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 it can•be worked
readily into the corners and angles of the forms and around reinforcement
with the method of plading 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 beconsidered as a part of
the,mixing water �p computing the water content.
The slump shall b6 between 2 and 4 inches when tested by "The Test for
Sluinp of Portland Cement Concrete," ASTM Designation C-143.
5. Mixers and Mixing
Concrete may be furnished -by hatch mixing at the site of work or by ready -
mix methods. The mixing equipment shall be capable of combining the
aggregate, cement and water into a uniform mixture and of discharging this
mixture without segr6gation.
When the concrete is delivered in ready --mini trtapks, the delivery ticket
must show the time of ]catching and the amount of each of the ingredients
in the load.
7. Forms
Material - Forms shall be of wood, steel, or other approved. material.
Construction - Forms shall be true to line and grade, mortar -tight and
sufficiently rigid.to prgvp-nt objectionable deformation under load. The
form surfaces shall'be smooth, free from irregularities, dents, sags.., or
holes when 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 farms are removed, metal will be not less than
one (1y inch from any concrete surface.
Coating - Forms for exposed surfaces shall be coated with a nonstaining
form oil which shall be applied before the concrete is placed. After
oiling, surplus oil on the form surfaces and any oil on.. the rginforcing
steel or other surfaces requiring bond with the concrete shall be removed.
Forms for unexposed surfaces may be thoroughly wetted in lieu of oiling
immediately before the placing of concrete, except that, in freezing
weather, oil shall be used,
2 of 6

1 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
ex-piration 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 withthe grO-Qnd 3 days
8, Embedded Items
Biefare doncrete is placed, all embedded items will be firmly and ;securely
fastened in place as indi.oatea.ot the drawings. Embedded items shall be
free of oil and other fareign matter.
9. Steel Reinforcement
All reinforcement shall tee free from flaky rust, oil, grease, paint or
other substance that would impair the bond between concrete and steel_
steel bars for concrete reinforcement shall b.e deformed billet -steel bars,
coop orming to ASTM spdcificat�on A-615, Grade 90.
Welded steel wire fabric shall conform io'the requiroments of ASTIR
Specification A-185.
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 30 tunes the diameter of the smaller bar is the splice. Welded
wire fabric shall be lapped as directed by the engineer.
10; conveying
Concrete sha11 be coAv.Yed from mixer tv forms as rapidly as practicable
by -methods that will prevent segregation or loss. of ingredients. `Fliers.
shall be no -vertical drop greater than five (5) feet except ►fhere 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
contractpr shall notify the engineer of his intention to pour at least 24
hours in advance.
Before any concrete is placed, the forms, surface, of previously placed
concrete, and subgrade shall be free of chips, dirt, sawdust, or other
extraneous materials.
11, ?lacing
General - Concrete shall be worked into the earners and angles of the
forms and around all reinforcements and embedded items without psrmittinq
the materials to segregate. Concrete shall be placed within one and one
ha] (�-112j hovr. a£trar trie i rrtroductibn of the. cement to the water and
aggregates.
3 of 6

1 Concrete, when deposited in the forms during .hot weather, will have a
temperature not grieater than 90'F at the time of placement. lee may be
used as a portion of the mixing water to control temperatures provided all
ice is melted in the mixing process.. When the atmospheric temperature
reaches or exceeds 90°F, the concrete shall be placed within 45 minutes
after batching.
Concrete, when deposited in the farm., during cold weather, shall have a
temperature of not less tkz 40*F and not more than 800F. The aggregate
and mixing water may be tieated to nbntro-1 the concrete temperature;
however, the temperature of neither aggregates nor idixing water shall be
more than 100°F just prior to mixing. The materials shall be free from
ice, snow and frozen lumps before entering the mixer.
Concrete shall be deposited as close as possible to its final position in
the forms. The depositing of concrete shall be regulated so the concrete
may be consolidated with a Ihinimum lateral movement. .Concrete shall be
consolidated with the aid of mechanical vibrating equipment supplemented
by hand -spading and roddi.ng_ Vibrating equipment shall be of the internal
type and shall at all times be adequate to properly consolidate all
concrete. All concrete -placing equipment and methods shall be subject to
approval.
Lifts in Concrete - All concrete shall be deposited in horizontal layers
approximately twenty ('20) inches in thickness unless otherwise autharized
or directed. The placement shall be carried on at such a rate that the
formation of cold joints will be prevented. if a delay occurs in excess
of a forty (90) minute interval between any two (2) consetutive batches or
loads, or in case of any delay between placing of batches that allows
previously placed concrete to take initial set, the contractor shall
discontinue the placing of concrete and make a construction joint
satisfactory to the engineer before proceeding with the placing
operations.
Concrete on Rock Foundation - Wheeze concrete is to be placed on rock
surfaces the rock is to be clean, free from oil, standing or running
water, mud, objectionable coatings, debris, loose semi-detached or unsound
rock or fragments. All rock surfaces shall be wet immediately -prior to
placing concrete.
Concrete on Earth Foundation - Unless otherwise authorized by the engineer
all 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 potous earth, or upon fill that has not been subject to
approved rolling and tamping. Where concrete is to be places} on dry
surfaces, action must be taken to prepare a damp, moist surface prior to
placing.
12. Construction Joints
The placing of concrete will be accomplished s❑ 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 kept damp until the new concrete is
placed.
4 of 6

ki
hi
13. Expansion Or Contraction Joints
General — Joints shall be provided at the locations indicated onthe
oted. the
drawings and according to the details sheet to approval own 6r. as wbyet eperigineer-
methods and materials used s1ia11 bed dded in concrete, be continuous
In no case stall any fixed metal,
through an expansion or contraction joint, except as specifically detailed
in the drawings.
19. Finishing
Defective concrete, honeycombed areas, voids left k�.y the removal of the
farms and ties, and ridges an all concrete surfaces shall be repaired
immediately after the removal of afrms tieurpdslessshallr}�esteamedoanded or
directed. Voids left bybe reared by
Completely filled with mortar- materialfectitantioplacingncretesnewlconcr'eteiwhich
cutting but the unsatisfactory
keys, dovetails, or anchors. Excessive rubbing of
shall be secured with
formed surfaces will nbeperstlalldhave a wood float nformed ufinish withoutrete,
exposed in the completed
work,
additional mortar.
15. Cux'ii19
xcessive drying for a Curing period of
Concrete shall be protected from e
at least 7 days after it is placed. Expbsedusurfatil ces shaioo pound is
uriag
continuously moist for the entire p rinkling.,
applied as specified below. Moisture shall be maintained by s P
flooding or fog spraying, or by covering with continuou9ly moistened
aw, sand or other approved material.
canvas, cloth mats, strMood farms
(except plywood)- left in place during the curing and reperiodafter shallfbe kearewet.
Formed surfaces shall be thoroughly wetted.paired are completed.
removed and shall be kep^t.wet. until patching. ring shape applied in such a way that the concrete surface
Water or cove
is not eroded ox otherwise damaged.
Except for constructions joint surfaces, cori'arete 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 surfaces as soon as
free water has disappearedi but shall .not be applied to any surface until
patching, repairs and finishing of that surface are completed
The curing compound shall be thoroughly mixers immediately before applying,
and shall be applied at a uniform rate of not less than one q4l lon per 1,50
square feet of surface. Yt strap fOra[t a uniform, continuous, adherent
film that shall not check., crabk or peel, and chill be free from pin holes
or other impsrfectiorf.S.
Curing compbdz�ci shall not be applied tq surfaces - requiring bond with
subsequently placed concrete, sudh As construction joints; Sear Plates,
reinforcing steel and other embedded itenas-
Surfm aces subjected to heavy rainfall or running water within3xhours after
the compound has been applied, ❑t surfaces daaged by g
5 of 6

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 fqr 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 or excessive heat shall be
permitted near or in direct Contact with concrete at any time.
16. ITEMS OF WORK AND CONSTRUCTION DETAILS
Items of work to be performed in conformance with this 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 for the slag. Approximate
10 cu yds of concrete will be needed for the slab.
6X6 - 1Qx14 welded wire fahric will be requixved.
(2) An adequate supply of clean rarer 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.
j (5) Concrete design mix shall provide a minimum of 4000-psi compressive
strength at 28 days.
(6) Slump of all concrete delivered to thesite shall he between 2.5 and
4.D inches when tested by "The Test for Slump of Portland Cement
Concrete," ASTM Designation C-143_ Slump Shall be tested when the
concrete arrives at the site prior to the introduction of
superplasticizer. Superplasticizer may be added only after samples are
taken for slump tests. After superplasticzzer has been adequately mixed
with the concrete slump tests may again be conducted using fresh samples.
Slump shall not exceed 8.0 inches after introduction of superplasticizet.
(7)- 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 hatch plant a set retardant or superplasticizer adMi.xture 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.
(8) Concrete delivered to the site shall be fiber reinforced using
polypropylene fibers added during the batchizkg pfoces's in the manner and
quantity specified by the fiber manufacturer.
(9) curing compound shall be available at the site prior to delivery of
concrete_ A minimwm of 10 gallons of curing compound will be required
unless other method is approved. Application of erring compound shall
commence as soon as finishing of any area larger than 200 square feet is
completed.
6 of 6

558-1
NATURAL RESOURCES CONSERVATION SERVICE
CONSERVATION PRACTICE STANDARD
ROOF RUNOFF STRUCTURE
(No.)i
CODE_ 5513
DEFINITION
Structures that collect, control, and transport
precipitation from roofs.
PURPOSE
To improve water quality, reducewil erosion,
increase infiltration, protect structures, andlor
increase water quantity.
GONOITIONS WHERE PRACTICE APPLIES
Where roof runoff from precipitation needs to be:
diverted away from structures or
contaminated areas;
collected, controlled, and transported to a
stable outlet; ar
collected and used for other purposes such
as 'irrigation or animal watering facility.
CRITERIA
Genera! Criter":a A licabta to All Pur ores
Tha minimum design capacity for roof runoff
structures shall be a 1 0-year storm frequency, 5-
minute rainfall precipitation event, except where
excluding roof runoff from manure management
facilities. In that case, a 25-year frequency, 5-
'minute.precipitation event shah be used to
design ;roof runoff structures (Refer to
Agricultural Waste Management Field . Appendix
Handbook, NEH Part 651 Chapter 1❑ Apo
1 oB). When gutters are used, the. capacity of
the downspput(s) must equal or exceed the
gutter flow rate.
Runoff may empty into surface or underground
outlets; or onto the ground surface, Surface and
underground outlets shall be sized to ensure
adequate design capacity and shall provide for
clean -out as appropriate. when runoff from
roofs empties onto the ground surface, a stable
outlet shall be provided. When runoff is
conveyed through a gutter and downspout
system, an elbow and energy dissipation device
shall be placed at the end of the downspout to
provide a stable outlet and direct water away
from the building.
surface or ground outlets such as rock pads,
rock filled trenches with subsurface drains,
concrete and other erosion -resistant pads, or
preformed channels may be used, particularly
where snow and ice are a significant load
component on roofs.
11, regions where snow and ice will accumulate
on roofs, guards and sufficient supports
Withstand the anticipated design load shall be
Included.
Roof runoff structures shall be made of durable
mat®rials with a minimum .design fife of ten
years. Roof gutters and downspouts may be
made of aluminum, galvanized steel, wood, or
plastic. Aluminum gutters and downspouts shall
have a minimum nominal thibkrieas Of 0.027
inches and 0.020 inches, respectively.
Galvanized steel gutters and downspouts shotl
be a minimum 28 gauge, Wood shall be clear
and free of knots: Wood may be redwood;
c.edar, cypress, or other species that has the
desired longevity. Plastics thall contain
ultraviolet stabilizers. Dissimilar metals shall not
be in Contact with each other.
Rock filed trenches and pads shall consist of
poorly graded rock (811(or* f(a9rrients
Approximately the same size) and be. free of
appreciable amounts of sand andjorsoil
particles. Crushed limestone shall not be used
for twkfill material unless it has been washed.
Subsurface drains or outlets shall meet the
raeli�e siandar¢s are reviewed peCiodicaliy end updated if needed. To obtain
NRCS,NC
Consery lion p may 20,10
ref ut�jeN gobs t the Fie lacdad, a hap( . GudBtural Resources Ganservalfvn Sery rs

Elk
558 - 2
material requirements of the applicable NRCS
conservation practice. standard.
Concrete appurtenances used shall meet the
requirements of NRCS Conservation Practice
561, Heavy Use Protection,
Roof runoff structures shall be protected from
damage by livestock and equipment.
The following runoff rates may be used for
design:
'l) For 10-yr. frequency: 0.6 in 15 min, or
0,17 cfs per 1000 sf of roof
2) For 25-yr. frequency: 0,72 in 15 min.
or 0.20 cfs per 1000 sf of roof
The flow rates for downspouts shall be calculated
by using the orifice discharge equatlon with a
coefficient of discharge (c) not greater than 0.65.
Downspout (orifice) size may determine the
design capacity of a gutter and downspout
system. The capacity of the system is the lesser
of the gutter and. the downspout flow rates_
Agricultural Engineering Technical Note N1,
Roof Runoff Management —Gutter Selection
Size. (Refer to FOTG Section I NC Engineer
Technical References) may be used to match
roof area to roof gutter size and to select the
size and spacing of downspouts.
In addition, strainers shall be used at the head of
downspouts when underground outlets are
used.
Gutter supports shall have a maximum spacing
of 48 inches for galvanized steel and 32 Inches
for aluminum and 'plastic, Gutters that are not
mounted on fascia boaras.snall have lateral
supports spaced not more than 10 feet apart.
Downspouts shall be securely fastened at the
top and bottom with intermediate supports no
more than 10 feet apart, lateral downspouts
shall have supports that are a maximum of 5
feet apart.
Gutters will normally be installed below a line
formed by projecting the roof line dawn and out
away from the building.
Gravel drip lines shall function as either a water
collection/conveyance device or as a raindrop
Impact barrier. The minimum depth of washes!
gravel shall.be four (4) inches and the minimum
Width shall be two (2) feet, centered directly
beneath the drip line of the roof,
NRCS, NC
May 2010
Additional Criteria to Increase. Infiltration
Runoff shall be routed onto pervious landscaped
areas (e.g., lawns, truss planting areas,
infiltration trenches, and natural areas) to
increase infiltration of runoff. These areas shall
be capable of infiltrating the runoff in such a way
that replenishes soil moisture without adversely
affecting the desired plant species.
Additional Criteria to Protect Structures
Runoff shall be directed away from structure
foundations to avoid wetness and hydraulic
loading on the foundation.
On expansive soils or bedrock, downspout
extensions shall be used to discharge runoff a
minimum of five (5) feet from the structure.
The discharge area for runoff must slope away
from the protected structure.
Additional Criteria to Increase Water
Quantity -
Storage structures for non -potable purposes
such as irrigation water shall be designed in
accordance with NRCS conservation practice
standards, as appropriate.
Potable water storage structures shall be
constructed of materials and. in a manner that
will not increase the contamination of the stored
water. Roof runoff collected and stored for
potable uses must be treated prior to
consumption and shall be Nested periodically to
assure that adequate quality is maintained for
human consumption.
CONSIDERATIONS
Avoid discharging Outlets near wells and
sinkholes.
Some designs may provide secondary benefits,
e.g. rock pads may also reduce rodent problems
around livestock and -poultry barns.
PLANS AND SPEGIFiCATIONS
The plans and specifications shall show the
location, spacing, size, and grade of all gutters
and downspouts and type and quality of material
to be used. Plans and specifications for other
practices essential to the proper functioning of
the roof runoff structure, such as.underground
outlet, shall be included.

558 3
DPI=RATIoN AND MAINTENANCE
An operation and maintenance plan shall be
developed that is consistent with the purposes of
the practice, its intended life, safety
requirements, and the criteria for the design.
The plan shall contain, but not be limited to, the
following provisions:
• Keep roof runoff structures clean and free of
obstructions that reduce flow.
■ Make regular Inspections and {perform repair
maintenance as needed to ensure proper
functioning.of the roof runoff structures.
REFERENCES
USDA-NRCS. 1999, National Engineering
Handbook, Part 651, Agricultural Waste
Management Field Handbook.
USDA NRCS. 1985. NENTC, TN, Agricultural
Engineering Technical Note N'I. Roof Runoff
Management— Gutter Selection Size: (Located
In FG1'G Section I NC Engineer Technical
References)
NRCS, NC
May 2010

-� Construction Specification 45---Plastic Pipe and Plumbing
1, Scope
The, work consists of furn,isbing and installing plastic pipe (except corrugated polyethylene
tubing) amd the necessary fittings and appurtenances for plumbing.as shown an the drawings or
as specified herein,
2. Material
Pipe, fittings, and gaskets shall conform to the requirements of Material Specification 547,
Plastic Pipe, and as specified in section 14 ofthis specification or as drown on the drawings.
Other materials shall meet the requirements as specified in section 14.
3. Hand ling . and storage
Pipe shall be delivered to the job site and Dandled by means that provide adequate support to the
pipe and do not subject it to 1Zndue stresses or damage. When handling and placing plastic pipe,
care shall be taken to prevent impact blows, abrasion damage, and gouging or cutting (by metal
edges andlor surface or rocks). The manufacturer's special handling requirements shall be s#xictly
observed. Special care shall be taken to avoid. impact when the pipe must be handled at a
temperature of 40 degrees Fahrenheit or less.
^� Pipe shall be stored on a relatively flat surface so that tLw barrels are evenly supported. Unless
} the pipe is specifically Manufactured to withstand exposure to ultraviolet radiation, it shall be
covered with an opaque material when stored outdoors for 15 days or longer.
4. El xcavation
The pipe, foundation shall be excavated a minimum of 4 inches lower than the .pipe grade shown
on the drawings or staked in the field whenever bedrock, boulders, cobbles; or other material that
may cause pipe damage is encountered at planned pipe grade.
5. Laying the pipe
Plastic pipe conduits complete with fittings and other related appurtenances shall be installed to
the lines and grades shown on the drawings or specified in section 14 of this specification. The
pipe shall be installed so that there is no reversal of grade between joints unless otherwise shown
on the drawings, The pipe shall not be dropped or clumped on the bedding or into the pipe trench.
The ground surface near the pipe trench shall be flee of loose rocks and stones greater than I
inch in diameter_ This ensures that racy will not be displaced and impact the pipe.
Just before placement, each pipe section shall be inspected to ensure that all foreign material is
removed from inside the pipe. The pipe ends and the couplings shall. he free of foreign material
when assembled. At the completion of a work shift, all open ends of the pipeline shall be
teinpol;arily closed off using a suitable cover or plug,
Care shall be taken to prevent distortion and damage during hot or cold weather. During
unusually hot weather (daytime high temperature of more than 90 T), the pipe assembled in. the
tr'encJt shall be lightly bacidilled or shaded to kccp it as near to ground temperature as poss;6]c
(ain-vl-i�r H� May2001j

until fmal backfill is placed. Backfrll operations should be performed during daily coRstruotiop
and the temperature of the pipe do not vary more than 40
periods when the ground temperature
degrees Fahrenheit.
Perforated pipe shall be installed with the perforations down and oriented symmetrically about
the vertical centerline. perforatious shall be clear of any obstructions on the inside and outside of
the pipe when the pipe is approved by the engineer for bacl¢ll.
installation the. pipe, shall be firmlY and uniformly bedded throughout its entire length, to
purttxg installation? p P
the depth and in the tnal nOt specified in section 14 of this speoi,AcatiOu or as shown d other
he
in bedding material under bells, eptxpngs, fittings
drawings. Bell -hales shall be placed iu
to assure the pipe is uniformly sup ported througis ut not se •mitt dentire enim. Blocking or mounding
beneath the pipe to bring the pip grade
6. pipe embedment faced on compacted earthfill bedding
bedding —The pipe shall be firmly and uniformly p p
or an inplace. earth material bedding of ample bearing.strengih to support the pipe .witha►.it
noticeable settlenjent, The earth material oil wWclx the pipe is placed shall. be of uniform density
to prevent differential settlement.
Unless otherwise specified, a groove that closely cotxforms to the outside surface of the pipe shall
ove shall be equal to or greater than U.3 of the pipe
be famed in the bedding. The depth of the go
diameter.
Earth bedding shall be compacted to a density not less than adjacent undisturbed.inplace earth
material or be. compacted earth backfill. Earthfill material used for compacted eartbedding shall
be free of rocks or stones greater than 1. inch in diameter and earth clods greater tlian 2 incneies in
m diaeter. The pike shall be loaded sufficiently during the compaction of bedding
haiumhes and around the sides of the pipe to prevent displacement from its fWal approved
placement.
Said, gravel, or crushed rack bedding —When. sand, gravel, or crushed rock bedding is
spec.41 , the pipe shall be ftrn lY and uniformly placed on the bedding material. Material for
ameter• Unless otherwise specified in section 14 of this
bedding shall not exceed 1 arch in di
specification or shown on the drawings, the coarse -grained bedding material shall be carefully
placed and compacted to a depth equal to or greater than 0.3 of the diameter of the pipe above the
bottom of the pipe. The pipe shall be loaded sufficiently during backfilling and compaction
around the sides to prevent displacement of the pipe from its filial approved placement.
Pipe encased in draini<dl The pipe shall be firmly and uniformly placed on bedding of
specified drahM. Draiiif'tll shall be placed and compacted. as speoif ed in sceti6n. i4 of this
specification. or as Shawn. oar the drawings to Form a continuous uuifolm support ground the
entire circumference of the pipe. Tl.1e pipe shall be loaded suffiaie7qtly during back5lling.aioi�i.1d
the sides snd during eoxnp.actiort to prevent displacement of the pipe.
7. Backfill
Initial hackfill--Unless Iott�erVvjab speG�ified, initial baoldxli to 6 ruches above tl�e tap af�the
conduit is kelp red. less hauncliing and initial backfill material shall consist a�f soil material that
k _,.ee of.i•ncics, stones, ❑�-hard clads more than l inch fix diameter, Coarse laaclefrll material shall
(210-V1 NLIIK May2001) 2

be the specified saad, gravel, crushed rb* or drainftll material.
initial backfill shall be placed in two stages. In the first stage (hauncbing), backfill is placed to
the pipe spring line (center of pipe). In the second stage, it is placed to 6 inches above the top of
the pipe.
The first stage material shall be worked oarefully under the haunches of the pipe to provide
continuous support t1 oughoutttiae entire pipe length. The haunching bacUll material shall be.
placed in layers that have a maximum t}sickuess of- about 6 inches and are compacted as specified
in section 14 of this specification or as shown o�i the drawings, During compaction oper4bns,
care shall be taken to ensure that the tamping or vibratory equipment does not come in contact
with the pipe and the pipe is not deformed or displaced.
When pressure testing is not specified, the pipe shall be cohered with a minimum of 6 inches of
bactM material as soon as possible following assembling of the pipe in the trench, but not later
than within the saroe clay that placement has occurred. When pressure testing is specified,
sufficient backfill material shall be placed over the pipe to anchor the conduit against movement
during pressure testing activities.
Final bacicnil Final backE l shall consist of placing the remainingmaterial required to
complete the bacicl=<ll from the top of the initial backfill to the ground surface, including
mounding at the top of the trench. Final backfill material within 2 feet of the top of the pipe shall
be free of debris or rocks larger than 3 inches nominal diameter. Coarse back ill material shall be
the specified sand, gravel, crushed rock, or drainf[ll. Finial backfill shall be placed in
approximately uniform, compacted layers, Final backfill compaction requirements shall be as
specified in section 14 of this specification or as shown on the drawings.
Vehicles or construction equipment shall not be allowed to cross the pipe until the minimum
earth cover and required density as specified in section 14 of this specification has been obtained.
S. Pipe encasement in concrete
Concrete encasement shall be carefully placed to form a continuous uniform support around the
entire eirc►unference ofthe pipe as specified in section 14 of this specification or as show.6 on the
drawings. Pipes encased in concrete shall be securely anchored to prevetit movaraoilt of the pipe
during concrete placement. A clear distance of 1.5 iucb ,shall be ma intaizted between the pipe and
the reinforcing steel.
The concrete for the encasement shall conform to the requirements of Construction Specification
32, Structure Concrete, for Class 3000M concrete unless otherwise specified.
9. Joints
Unless otherwise specified in section 14 of this specification or -shown on the drawings, joints
shall be either bell and spigot type with elastomeric gaskets, coupling type, solvent cement bell.
and spigot, or jointed by butt heft fusion. When a- lubricant is required to facilitate joint
asssein bly, it shall be a type having no deleterious affect on the gasket or pipe material.
Pipe joints shall be watertight at the pressures specified except where unsealed joints axe
indicated.
(2tn-VI:NHH, Wy200.1) 3

Pipe shall be installed and joined in accordance withthe manafa,twerls recommendations.
Laying deflections and joint fitting or stab depths shall be within the matil'factu'rer's
recomnieuded tolerances,
ll
When solvent cement joints are specified for PVC or ABS pipe an ft each ASeTMha 85made
in accordance with the fallowing A,STMs and . the related appendix
pVC pipe and fittings and D 2235 for A. pipe and fittings,
Flanged, banded, heat -fusion, or elastotnerio-sealed mechanical joints shall be,used when joining
polyethylene (PE) and high density polyethylene (UDpE) pipe and fittings Mess otherwise
specified in section 1.4 of this specification or as shown on. the drawings.
Pipe ends shall be cut square acid be debarred to provide a uniform, smooth surface for the
jointing process, Reference marks shall be placed on the spigot ends to assist in determining
when proper seating depth has been achieved within the joust.
10. Fittings
Onless otherwise specified, steel fittings, valves; and bolted �comiectivrss shall be pauite or
coated as recommended by the manufacturer.
Pfttiligs fat aorspressure pipe shall be of the saute or similar` material
as the
Pipe and shall provide
the same durability, watertightness, and. strength as the pipeunless
11. Thrust blocks and authors
When specified,- concrete thrust blocks and anchors shall be installed as shown on the drawings
-or speoified in section 14 of this specification,
The concrete for the thrust blocks and anchors shall conform to the requirements of Construction
Specification 32, Structtnro Concrete, for Class 1000M concrete unless otherwise specified in
sections 14 of this specification.
The tht-usf block cavity shall be, hand dug into undisturbed soil or ptreviously placed compacted
backflll. The cavity shall be formed with soil Or wood to Bold the freshly placed coacrete without
displacement ttntii an initial set has occurred_
When excavation beyond the designated trench widths and depths as shows, on lice drawings or
specified in section 14 of this specification occurs at locations. where installation of concrete,
thrust blocks is required, the contractor shall install an alternative thrust block provision. The
concrete thrust block shall have a thickness of one pipe diameter,and a contact face area that
shall be formed agalost the pipe as shown on the drawings or specified in section 14 of this
specifcation. $ackfill shall be placed on all sides of the th'rtist Block and to the sides Of tile
excavation. It shall be compacted as specified for initial hackfill.
11 rressure testing
Mein d r Pressure testing of tine completed conduit is not required.
MgIllod 2—The conduit shall be tested for lealcs in the following Manner'
a, Before pressure testing:
{ l } Saiz atone assemhled pipeline shall be alloNved to cure as recomnmded by the irtanuWttM,
(2k0-V%-NEH. May2401) 4

WI
(2) Pipeline shall be flushed and cleaned,
(3) All concrete anchors and thrust blocks shall be in place and allowed to cure for a
minimum of 3 days.
(4) Barth backfill shall be sufficient to anchor the conduit against movement during the
pressure testing and shall be compacted as specified in Section 14 of this specification
or as shown on the drawings,
(5) The conduit shall be braced, anchored, or both, at each edd to restrict all potential pipe
movement.
(6) The ends of the conduit shall be plugged. The upstream plug shall have a standpipe
installed vertically. having a inininium diameter oft inches and shall be equipped with
a shutoff valve. All high points in the line shall be vented to evacuate air packets; The
conduit and the standpipe shall be slowly filled with water such that no air is
entrapped during the Fll.ing operation. Auer filling is complete, all veAts shall be
closed.
b. During pressure testing, the water level in the standpipe shall be coutuntously maintained
at a minimum of 10 feet above the highest invert elevation of the conduit For no less than 2
hours unless otherwise specified in section 14 of this specification or as shown on the
drawings.
The volume of water leakage in the 2-hour test period shall be recorded. The maximum
allowable leafage A in gallons per hour shall not exceed 0.02 times the nominal pipe
diameter- (b) in inches for each 1,000 feet of pipe line, which is about 50 pipe joints (L
0,02 x D).
c, Wheu observed leakage exceeds die allowable, leaks shall be sealed by replacement of
pipe and fittings as necessary. The conduit shall be retested as described above. This
procedure shall he repeated until the conduit leakage does not exceed the allowable
specified above.
The contractor shall be fully vesponsible for any and all work required to correct leakage
exceeding the amount specified,
Method 3 The conduit shall be tested for leaks in the following meaner:
a. Before pressure testing:
(1) Joints of the assembled pipeline shall be allowed to cure as recommended by the
manufacturer.
(2) Pipeline shall be flushed and cleaned.
(3) All concrete anchor and thrust blocks shall be in place and allowed to cone for at Ieast
3 days.
(4) Earth backfilI shall be sufficient to anchor the conduit against movement doting the
pressaxe testing and compacted as specked in section 14 of this specification or as
shown on the drawings.
(5) The conduit: shall be braced and/or anchored at each end to prevent all potential pipe
movement.
(6) The ends of the conduit shall be plugged, and a pressure gauge shall be attached to the
upstream, and downstream ends. All high paints a]ong the pipeline shall be vented to
(21 o-VI-NEH, MAy'1001) 5

permit the complete removal of all air within the pipeline, The coliduit shall be slowly
filled.with water such that no air is entrapped during the filling operations,
�. The testing pressure specified in section 14 of this specification shaU be continuously
maintained at the, upstream gauge for a minimum of t hours. The pressure at the
downstream gauge, shall not exceed the pressure rating of the pipe.
c. The volume. of water leakage for the 2 bpux test period shall be recorded. Maximum
allowable leakage shall be in accordance with the following:
Allaw01e lealmge fae plastic pipe
(gaihdl,400 feet, or 5Q pipe joints) 9
Nominal Test pressure in the pipei3na [iBlin200
Pipe Sim 50 too 15,E (in) p llowabla leakaee - ------
4
.19
.33
.38
b
.29
.41
.50
.57
g
.38
;54
66
.76
10
.48
.69
.83
.96
12
.57
181
.99
1.15
14
.67
.95
1.16
1.14
15
.72
1.42
1.25
1.44
16
.76
1.07
1.32
1.52
18
.86
1.22
1.49
L.72
it Computation basis
ND• where
74 1, = allowable leakage in gallons per Uour
N = numbed' of joints (pipa and fLn'ngs)
D = nominal diameter of pipe in -inches
p = test pressure in pounds per square inch
d. When observed leakage exceeds the allowable, leaks shall he sealed lay replacement of
pipe and fittings as necessary. The conduit shall be, retested as described in this section.
The procedure shall be repeated until the conduit leakage does not exceedthe allowable
specified above,
The contractor shall be fully responsible for any and all work required to correct.leakage
exceeding the amount specified:
13. Measurement and paymiaiat
tl�od )-For items of work for which speeifio unit. prices are established in the contract, the
Nfe
M tlAodntity of each kind, size, and class of pipe is determined to the nearest Brat by measurement of
the laid length along the crown centerline of the conduit. Payment for each kind, size, and class
of pipe is made at the contract unit prioe for that kind, size,. and class: $ucli payment constitutes
frill compensation for furnishing, transporting, and installing the pipe inoluding excavation,
slxoring, baokfill, bedding, thrust blocks; quid all fittings, appurtennacee, and othet' items
(214-VI-NEIL May 200)
A

necessary and incidental to the completion of the work, Payment for appurtenances listed
separately in the bid schedule is made at the contract prices for those items.
Methad 2--Far items of work for wlucb speeif a unit prices are established in the contract, he
quantity of each kind, size, and class of pipe is determined as the sum of the nominal laying
iengths of the sections used. Payment for each kind, size, and class of pipe is made at the contract
unit price for the kind, size, and class. Such payment constitutes full mnpensation for
furnishing, transporting, and. installing the pipe including excavation; shoring, haclfll, bedding,
thrust blocks, and all fittings, appurtenances, and other items necessary and incidental to the
completion of the.wvrk, Payment for appurtenances listed separately in the bid schedule is made
at the contract prices for those items.
Method 3—For items of work for which specific unit prices are established in the contract, the
quantity of each kind, size, and -class of pipe is determinned to the nearest foot by measurement of
the laid length along the crown centerline of the. conduit. Payment for each kind, size, and class
of pipe is made at the contract unit price for the kind, size, and class. Such payment constiiutds
full compensation for fumishhig, transporting, and installing the pipe including shoring, all
Ettings, thrust blocks, appurtenances, and other items necessary and. incidental to the completion
of the work. Payment for appurtenances listed separately in the bid schedule is made at the
contract prices for those items.
Method 4—For items of work for which specific unit prices are established in the contract, the
quantity of each kind, size, and class of pipe is determined as the sum of t€le.a0mirtal laying
lengths of the pipe sections used, Payment for each hind, size, and class of pipe is made at the
contract unit price for that kind, size, and class, Such payment constitutes full compensation for
furnishing, transporting, and installing the pipe including shoring, all fittings, thrust blocks,
appurtenances, and other items necessary and incidental to the completion of the work. Payment
for appurtenances listed separately in the bid schedule is made at the contract prices for those
Items.
Methods 3 turd 4—Excavation, back i11, and bedding is {raid separately under their respective bid
items_
AIf measurement aced puyineni methods---,Qoxnpensation for any items of work described in the
contract, but not listed in the bid schedule, is included in the payment for the item of work to
which it is trade subsidiary. Such items and items to which they are made subsidiary are
identified in section 14 of this specification.
14. Items of work and construction details
This item of work includes all pipe and fittings for manure transfer.
Unless otherwise shown on the drawings, all piping shall be schedule 40 PVC. The
ruisnunum size piping is as shown on the drawings. Pressure testing shall riot be required.
All piping shall allow for easy drainage to prevent freezing,
Piping from slurry store to waste storage ppnd shall. be recoininended by supplier of manui-e
transfer ptnnp. Pipe shall withstand the pressures for the type of �utnp selected,
7 Section 13 on measurement and payment rives not apply to this work.
(219-VI-NMi, M%y2001) 7

. Lail Waste Storage Pond
EROSION AND SEDIMENT CONTROL PLAN
FOR POND CONSTRUCTION
ESTIMATED DISTURBED AREA ------ 1.5 Acres
NOTE: This specification. is intended to give guidance in,
controlling erasion while installing this practice.
EROSION AND SEDIMENT CONTROL MEASURES
Erosion -and sediment control measures shall include the following:
a. Sta in of Earth Work Activities
The excavation and moving of soil materials shall be
scheduled so that the smallest possible areas will be bare
and unprotected from erosion for the shortest time feasible.
Construction Sequence
1, Strip Embankment
2. Complete cutoff. trench
3. stack Pile Clay Liner Material
4. Construct dam and emergency spillway
5. Complete excavation of Pond
6. Install Clay Liner
7. Complete Seeding and Mulching
b. Control of Sediment from Dewater
Sediment from dewatering shall be controlled by ponding water
in flood plain below dam or pumping water into an excavated
pit.
c. Diversions
Diversions shall be used to divert water away from disturbed
areas and also located as needed to provide optimum. erosion
Control during vegetative.establishment period. An example
is a diversion located uphill of a borrow area slope. A
typical diversion is 1.5 ft deep and shaped to easily mow.
The Engineer will determine location of diversions.
d. Ve ,tation
Within 7 days of final grading, vegetative work shall be
completed.

m.o o x
7
[G =
rb
77 Ip rQL
.
p Y w a O
cEp
CD m
nn 2 -' �' �• f m n m
I fff 3
S a ?
J _ Q = {
03
od
�Q
go
7 N +• �7
. 5�.� �i .off � !F {7N . ._ �m•�n�i
n tl C 3 O it CJ A• CC
m t7 ry 0 m m a�. °^
.�.. a' p-
V ? Q p l
1 R o �' Q d. n d n'.• '; 0
y O tl t7 �O6-'
c a
M 1
ro m a y
w7y al
pa in .4 n
o
y .W
o
40
s �N
a21
� m W
j l [fib

73 w -0 R) C }
o ro ❑ - � - fl - � - a
Q n U1 O 3
3 P PO_ r3aNn
rq ro to ,< < - D C:
n -3 m Qn (D ,+3 p 3 �.fo p a
33P P ro°C+ 0 vt�r 70
ro ) roCD
rD j �❑ ro n
Fa nCD
r 5 5. ❑ lfl Q r r 3 i
i F3'0 � � ro Q LAfPro
F rf (U Q fn1 3 0 _ 3- nc ro
0 Q ro 3 �� nO- -A t+�
3 Ill 3- p O7 n 2�� � P S
ro
to ro
3❑ I@ 3 n Z n
s 0 Q C+ 77
or n n
K- Dm:3 r 0(D roQ
3 �nro 0 rs :5 LA
�rD r m� Q r ro a``ro +m�0
P ft] 41 <Z ; ro
o Q C ro Q
§ Q O 3 3 `C
Q Lnfo 7) 0 � Ul m
r� ° � ro Q (D
r`C t:j h 3 n r-0 Lfl 5
Q
h ro
Q P S Z`
s Q n rp 3
rA h O ro
F- ro
� � Z
ro n
C"
p
ro0p c w
r+
0 to 0
n Q
,+ ---- --
� o
jy F
n cn 3
Q-
M
O �
-0rafo
m�msn_Q
V
n O
ro
_0�<
9
5
:5n�
U
nQ
0
S
n
¢
{�
ro
❑
Q_
c F Li
3
Q
fA
fl rp
S
r�- Q-
Z3
ro
Q C)
o�
[ fl 75
Q-
0
�
� o
ro "
0
3
Q
f+
ro
5
0 3
0 '
C i
c
<n
h
3
ro -,a
0 P
3 n
Oro
ro m
n x
�h
Q A
a n
d�
Q
3.3

/
�
2
E
■o 03
G|| z /
|| o
� C �
Q � }/\
¢ $/�
� @ � k/
go f:
[ §• 4 -
(D
Ora
m
0
a� §/0
;-
- /- do 2 2 \2 >
� r
E // 6 $D §
=p C) EL 3 Eay
0 7=» /a§q-
�
/} 0\ $Ln
-
�fo =
§/ffkgiR
| j§§ 13
\ /�cno-(o
\§ . A/>0
e D CD
� �)$o//
■ e %&®\o�
|||| Q & gmEQ;a
9 �E
\\kk\
|■■| � ,� nr»
EI£k73
�� \k//
' QUER�E
% /m`
:3-
- § cr
4 CD

{
F
n
m cn
� wry
u
v
r
T 4 uj % Z
N
Ar
apz
N
S
m C:, 0 cr
c o � m
❑ 050
[�
o ❑
0 (A
m -�
❑ rn w
G
Zr
d
❑
Fb
iTl
°'
�
tt
� 7 0
�❑ o
S
n�
to
k"F
S�
5m
x'
xa o
i+
rl
Gj
m