WQ0004268_System Description_20090225

System Description
Aliens, Inc. - Plant #7 is a vegetable canning operation located in Turkey, North Carolina. The
existing wastewater treatment and disposal system consists of two stationary screens, one screw
press, a primary lagoon, a storage lagoon, and a wastewater spray irrigation system located along
Rowan Road. The proposed permit modifications in this submittal include the following
equipment:
• Screening facility with four (4) stationary screens, two (2) screw presses, one (1) storage
hopper, one (1) closed -loop recycle water storage tank and one closed -loop recycle water
pump
• Irrigation pump station, wet well, intake Structure with wooden dock, and well house
• Approximately 11,600 linear feet DIP or HDPE forcemain
• 244 Spray Irrigation heads and associatedirrigation piping and valves
With this permit modification, no increase in the design flow is proposed. The existing primary
and storage lagoons will remain in service. Once the new pump station is online the existing
pump station will be abandoned. The existing irrigation zones will be connected to the new
forcemain.
Currently the wastewater flows out of the canning facility :into a submersible pump station. This
pump station feeds both stationary screens at the existing screening facility. Solids separated out
by the screens are conveyed to. the screw press while the water flows by gravity to the primary
lagoon. The solids enter the screw press where the water is removed and piped to the lagoon.
Solids are emptied into a hopper for storage until they can be used or properly disposed of
Water removed by the press is piped to the primary lagoon. Primary lagoon effluent flows into
the storage lagoon where it is irrigated onto the adjacent fields.
The proposed system is expected to operate very similar to the existing system. Differences
include additional capacity for solids removal at the screening facility and a gutter flush return
pump with a closed -loop recycle water storage tank to flush drains inside the canning facility.
An upgraded pump station with Variable Frequency Drive (VFD) pumps will irrigate the existing
irrigation fields and the proposed field across Rowan Road. The proposed irrigation design uses
a solid set system with impact sprinkler heads.
Aliens, Inc. - Plant 417
Wastewater Treatment System Improvements
MacConnell & Associates, P.C. Project No.: A30701.00 and A.30705.00
.....••=............ar...ffleaa.4••••••••• • • —
71,7CE11V11E1
FEB 2 5 2009
RALEIGH REGIC;,(i OFHGE

10. Irrigation Design (fill in the appropriate inforMation for either a spray or 'drip irrigatlon system):
a. Spray Irrigation:
Field / Zone
Design Arealft2) :
,
Number Of
Nozzles ,
Maximum Irrigation
precipitation Nate (nau).
Design Annual Loading
Rate (in/yr)
1
71,312
6
035
6332
2
.
140,534
13
039
5064
„
3
506,038 :
38
0.31
51:05
4
82,315
6
0.30
937
5
33,844
4
050
' '
.• 9.26
6
84,551
11
0.48
'
36,77
7
43,455
5
.0.49
.
. 27.73
'
8
112,760
10
0.37
_
33.96
9
. 34,357
3 ,
0.37
,22.48
10 .
: 57,901
6
0.44
65.02
11
I 29,205
3 .
044
62:13
-
, 12
. 162,719
12
0.31
.
61.13
13
92,965
- 7
031
57.54
14
328,856 •
- 30
,038
61.72
15
. - •
; 42,300
2
'020
5730
.
16
i; 313,595 .
23
030
58.25
17
1 99,069
7
-029
- 991
.
18
1 306,375
32
035'
- 57.52
,
18a
I
i 285,931
.
. 26
038
57.52
1
1
'
,
, Total
. 12,908,08;
T,,,.;.,
,,, , -.4,-.,
--
5,..i•••-•'%,,Z3`,..,,,,„,,„-
,1-:,,74..,,x1A
I.
Spray Irrigation Design Element
Plan Sheet
Specification
Page Number
1
Wetted diameter ofoOzzles
,
172 ft Full Circle/162 ft Part Circle
C-106.
11872-1
Wetted area of nozzlesi ,
1
'
;
23,235 K2 Full/2012 Part ft2Part
- C-106
.
1-1872-1
Nozzle capacity
,
43.1 gpm FullT44.1 gpm Part
C406
11872-1
Nozzle manufacturer/ model
Senninger 8625AR Full
Neon F
LsOAMY Part
C-100
11872-1 '
Elevation of highest nozzle
116.50 ft
- C-105
11872-1
FORM: WWIS 12-06
Page 16

Irrigation Zone Loading Rates
Full Circle Sprinklers.= 43.1 gpm
Part Circle Spririklem= 44.1 gpm
Zone 6 Full Circle Sprinklers =
Zone 6 Part Circle Sprinklers =
.Zone Number
1
2
3a
3b
4
5
6*
7
8
9
10
11
12
13
14
15
16
-17
18
18a
38.0 gpm
38.5 gpm
Number of Full. Webber of Part
Zone Area Circle Circle Flow per Zone
(square feet) Sprinklers. Sprinklers (gpm)
71,312 - 3 .3
140,534 .7 .6
291;838
214,200
82,31.5
33,844
84,551
43,455
112,-760
34,357
57,901
29,205
162,719
92,965:
328,856':.
42,300
31_3;595
99,069:
386,376
285,931
*Use 7/16" Nozzles in Zone 6 Sprinklers.
21
14
5
0
1
1
4
1
2
0
11
5
22
2
21
6.
23.
16.
1
2
1
4
10,
4
6
2
4
3
1
2
''8
2
1
9
10
261.60
566:30
949.2o
691:60
259.60
176.40
423.00
219.50
437.00
131.30
262:60
132.39
518.20
30370
1301.00
86.20
993.30
302.70.
1388.20
1130.60
Instantaneous
Loading Rate
(inlhr)
0.35
0.39
0.31
0.31
0.30
0.50
0.48.
0.49
0.37
0:3'7
0.44
0.44
0.31
0.31
0.38
0.20
0.30
0.29
0.35'
0.38

Irrigation Zone Disposal
Assume zones run for two hours at a time.
Pump Run Time = 120 minutes
Zone Area
Zone• Number (square feet)
1 71,312`
2 140,534
3a 291,838
3b 214,200
4 82,315
5 - 33,844
6 84,551
7 43,455
8 .112,760
9 34,357
10 57,901
11 - 29,205.
12 162,719
13 92,965
14 328,856
15 42,300
16 313,595
17 99,069
18 386,375
18a 285,931
Zone Area
(acres)
-1.64
3.23
6:70
4.92
1.89
0.78
1.94
1.00
2.59
0.79
1.33
0.67
3.74
2.13
7.55
0.97
7.20.
2.27
8.87
6.56.
Design Annual
Loading; Rate
(inches)
63.32
50.64
5.1.05
51.05
9.37 -
9.26
36.77
27.73
33.96
22.48
65.62'
62.13
61:.13
57.54
61.72- -
57.30
58.25
991
57.52
57.52
Flow per Zone
(9pm)
261.60
566.30
949.20 -
891.60
259.60
176.40
423.00
219.50
437.00
131.30
262.60
132.30
518.20
303.70
1301.00.
86:20
993.30.
30270
1388.20
1130.60
Flow per -Dose
(gallons)
31,392
67,956
113,904
82,992
01,152
21.,168
50,760
26,340
52,440
15,756
' 31,512
15,876
62,184
36,444,
166,120.
10,344
11;9196
36;324
166,584
135,672
Anticipated
Daily FLOW
(inches)
071
0.78
0.63
0.62
.0.61
0.96
0:97
0:75
0.74
0.87
087
061
0.63
0.76
0.39
0.61
0.59
0.69
0:76
Approximate
Days to Irrigate
90
65
82
82
15
9
38
29
46
31
75
71
100
91
81
146' -
96
17
83
76
Anticipated
Yearly Flow
(inches)
63.32
50.64
51.05.
51.05
937
gala
36.77
27.73
33.96
22.48
65.62
62'13.
61.13
57.54
61..72 -
57.30.
58.25
991;
57.52'
57.52

Zone 1 Headloss Summary
Assumptions and Design Information:
DIP, C Factor = 130
HDPE, C Factor = 155
PVC,, C Factor = 160
Sprinkler Head Height = 4.5
Pipe Inlet Elevation = 81‘.00
Flow per Sprinkler Head (gpm) :F. 44.1
Pressure at Sprinkler Head (psi) = 50
1.. Calculations reflect zone segrnent-with greatest headloss (static Orfriction):
Minor Losses
Elevation of Pipe Length Equivalent Number of Pipe Size Head Loss
Segment Ground Elevation Sprinkler Head feet) Length #eetl Heads Flow (gpm) (inches) Velocity (fps) (feet)
Riser 115.5 120 10 io 1' 44.1 1.25 1:1.53 9.53.,
1 6296 2 1 44.1 2.149 3.90 1.70
- 2 112.34 16.8 2- 88.2 3.166 3.691.83
3- 406 12 3 1-32.3 3.166 6,39 0.51*
4 43.16 6 4 1764 4.072 4.36 0.74
5 4318 " 21..5 5 2205.5993 2.61 0.22
6 468.65 81 6 264.6 5.993 3.01 2.68
Headloss throUgh. Irrigation •Zone = 17.22
12-inch 6bR-21 PVC Irrigation Main -2,02.2..55 , 315 6 264.6 11:538 681 0,47
12 inch DIP Forcemain = 11,506 650 6 r 264.6 12.46. 0.70' 2.18
12-inch DR 9 HDPE Forcemain = 11,505' 650. 6 264.6 9.746 1.14 522
Static Head = . 39.00
Required Pressure at Sprinkler Head = 115.50
TIM:With DIP FOrdethain --L. 174.37
TM-I:with HDPE FOrcemain Li 177.40

Zone 3a Headloss Summary
Assumptions and Design Information:
' DIP, C Factor = 130
HDPE, C Factor = 155
PVC, CFactcr = 150
Sprinkler Head Height = 4.5
Pipe. Inlet Elevation = 81.00
Flow per Sprinkler Head (gpm) = 4.4.1
Pressure at Sprinkler Head(psi) 50
1. 'Calculations reflect zone segment with greatest headloss (statiC br friction).
Minor Losses
Pipe2.i4S:ze
Elevation:of Pipe Length Equivalent Number ofHead Loss
Segment Ground Elevation Sprinkler Head• (feet) . Length (feet ) Heads Flow (gpni) (inches) Veloctiy, (fps) (feet)
115 119.5 10.10 1 44A 1.259.53 .,.
Riser
1 6.1 44.1 11.53
3.90.1.58
2 4594:44; 6.5 2 88.2 3166
3,59 0,78
4.072,
3 .28.12 4 3 132.3 3:26
4 48.70 7.6 4 176.4 4.072
5,993 4:$5 018:
9.0.5, -
5 57.74 6 5 220.5 2.51 0.22'
6 78.82 6 6 264.6 3.01 0.41 5:993
7 15.57 9.5 7 308.7 5.993 3.51
8 73.31 4.5.'8 352.3 7.805
7.805 2.37
9 19.82
82.13 4.5 9 396.9 , 2.66
10 4.5 10. 441 2.96
11 39:75. 4.6 '11 40.1 74305 .325
12 .61.39 8.5 12 '529.2
9701 177.805 18.50:8 32..5958 00000 .. 03111 6078:
0.34
0:10'
13 •25.0.0 22. 22
Headlossihrough Irrigation Zone F.
,..15.00
12-inch SDR-21 PVC Irgation Main 1,94533 281 22 9702 i1.538 2.98 4.94:
12 Inch DIP Forcemain 11,565 650 22
9702 12•462 55
12-inch DR;9 HDPE Forcemain= 11,505 650 22 e .
.'' , :
- 4.17
Static Head = 4:.. 751
,9701 9.746: 0
Required PreSture at 8prinkler Head
TDH with DIP FOrdemain =
TDHwith HDPE Forcemain
11550
198:11
231.68,

Zone 10 Heasiloss Summary
Assumptions. and Design Information:
DIP, C Factor 130
HDPE, C Factor = 155
PVC, C Factor = 150
Sprinkler Head Height = 4.5.
Pipe Inlet Elevation = 81.00;
Flow per Sprinkler Head (gpm) _ .44.1
Pressure at Sprinkler Head (psi) = 50
1. Calculations reflectzone. segment with greatest headloss (static or friction).
-Minor Losses.
'Elevation of PipeLength Equivalent . Number of Pipe Size. Head Loss
Segment Ground Elevation Sprinkler Head (feet) Length (feet) Heads 'Flow (gpm) (inches) . Velocity (fps) (feet)
Riser 97 101.5 10 10 1 44.1 1.:25 11.53 9.53
1 129.13 8 1 44:1 2.149 3.90 3.58
2 94.62 27 -2 88.2 3:166. 3:59 1,74
3 17.26 4 5 220.5 5.993' 2.51 0.07
4 122.88' '24.1 6 264.6 5 993. 3.01 0.18.
Headloss through Irrigation Zone = 15.11•
12-inch SDR-21 PVC Irrigation Main = 447.45 70, 6 264.6 11.538 0.81 0.10
12 inch`DIP Forcemain:= 11,505. '650 6 264°.6. 12.46 0.70 2.18:
12-inch DR 9 HDPE Forcemain = 11,505 ;650 6 '264.6 :9746 1._14 5.22
Static Head = 20:50
Required Pressure at Sprinkler Head = - 115.50
TDH with DIP Forcemain = 153.39
TDH with. HDPE Forcemain = 156.43

Zone 14 Headioss Summary
Assumptions and Design Information:
DIP, C Factor = 130
HDPE, C Factor = 155
PVC, C Factor = 150
Sprinkler Head Height = 4.5
Pipe Inlet Elevation = 81.00
Flow per Sprinkler Head (gpm) = 44.1
Pressure at Sprinkler Head (psi) = 50
1. .Calculations reflect zone segment with greatest headloss (static or friction).
Minor Losses
Elevation of Pipe Length . Equivalent Number of Pipe Size, Head Loss
Segment Ground Elevation Sprinkler Head (feet) Length (feet) Heads Flow (gpm) (inches) Velocity (fp6), (feet)
•Riser 99.5 104 10.00. 10. '1 44.1 1.25 11.53. 9.53
1 79.03 2 1 44.1 2.149 3.90 2.12
2 44,85 17.5 2 88.2 3.16e 3.59 0o9
3 92.25 4 3 132.3. 4:072 3.26 0.85
4 32:057.8 4 176.4 4,072 4:35 0,69
5 75.20: 6 5 220.5 5:993 2.51 0.28
6 5.40 30 7 308.7 5.993 3.51 0.23
7 94.48 4.5 8 352.8 7.805. 2.37 0.23
8 50.34 8.5 9 , 396.9. 7805 2.66 0.17
9 130.61 77 30 1323 11.538 4.06 0.82
Headloss through Irrigation Zone = 15.72
12-inch SDR,21 PVC Irrigation Main = 1,148.90' 190' 30 1323 11.538 4.06 5.30
12,inch DIP Forcemain = 11505 , 650 30 1323, 12.46 3.48 42.89
12-inch 1514 9 HDPE Forcemain = 11,505 650 30 1323 9.746 5.69 102.48
Static Head r- 23:00
Required' Pressure at Sprinkler Head = 11,5.50
'TRH -with DIP Forcemain = 202.41
TDH wiih.HDPE Forcemain = 262.00

Zone 18a Headloss Summary
Assumptions and Design Information:
DIP, C. Factor = 130
HDPE, C Factor.= 155:
PVC, C Factor= 150
Sprinkler Head Height = , 4.5
Pipe Inlet Elevation =' 81.00
Flow per Sprinkler Head .(gpm) = 44.1
Pressure at Sprinkler Head ;(psi) =. 50
1'. Calculations- reflect zone segmentwith . greatest.headloss-(static or friction).
Minor -Losses
Elevationof Pipe'Length Equivalent Number of Pipe Size- Head Loss
Segment Ground Elevation Sprinkler Head (feet) Length (feet) Heads Flow (gpm) (inches) Velocity (fps) (feet)
Riser 91..25, 95.75 10 10 - 1 44.1 1,25. 11.53. 9.53.
1 96.35 2 1 44.1 2:149 3.902.57
2 14:11 17.5 2 88.2 3,166 3.59 0.45
3 . 53.51 •29 3 132.3 4.072 3.26. 0.73
4 , 86.58 7.8... 4 176.4 4.072 4:35 1.43
5 44.76' 6 5 220.5 5.993 • 2.51 0.18
6 59.62 6 6 264.6 5.993 • 3.0.1 0.32
7 36.47 .9.5. '7 308.7 5.693. 3.51 0.30
8 74.83 16:5' 8 352.8 7.805 2.37' 0.21
9 - 36 86 4.5 9- 396,9 7.805 2.66: 0.12
10 67.05 4.5 10. 441 7.805 2.96.. 0.25
11 16,59 4:5 11 _485.1 . :7 805 .325 0.09
12 80.20' 4.5 12 529.2 7.805 3.55 0.41
13 46 27 4:5 13 673,3 7:805 3.84. - 0.29
14 40 73 '8:5, 15 661.6 '7.805 4.44: 0.36
15, 24;07 70 24 1058.4' 11.538 3.25 9,25
16 128.94 19. 25 1102.5 . 11.538 3.38 .0.42
17 . . • .62.35. 26.5 26 1146.6 11.568, . 3.52 0.27
Headloss through irrigation -Zone = - 18.15
12-inch. SDR-21.PVC Irrigation Main = . 2,972.58: 370 26 1146,6 1.1.538 . .3.52 - 10.10
12-inch DIP Foroemari =. 11,505, - 650.. 26 1146.E - • 12.46 3:02 32.91
12-inch DR 9 HDPE Forcemain = 11,505.•' 650: 26 1146.6' 9.746 4.93 -78:64 •
Static Head = 14.75
:Required Pressure at Sprinkler:Head..= 115.5.0
TDH with DIP Forcemain'
TDH. with HDPE Forcemain=:
191.42
237c7 S

Zone 18b Headloss Summary
Assumptions and Design Information:
DIP,.0 Factor 130
HDPE, C Factor= 155.
PVC, C.Factor = 150-
Sprinkler Head Height = 4.5
Pipe Inlet Elevation = 81.00
Flow: per Sprinkler Head (gpm) = • 44.1
Pressure. at. Sprinkler Head. (psi) = 50.
1. Calculations reflect zone segment with greatest headioss (static or friction).
MinorLosses
Elevation of Pipe Length Equivalent Number of Pipe Size` Head Loss
Segment Ground Elevation; Sprinkler Head - - (feet). Length (feet) Heads Flow (gpm) (inches) Velocity (fps) (feet).
Riser 91.8 96.3 10 10 1 44,1 1.25 11.53. 9:53
1 101:97 2. 1 44.1 2:149 3:90 2.72
2 51.79 9 2 882 3166 359 087
3 45.34 45 11 485:1 7:805 3.25 0.37
4 42:88. 4.5 12 529:2' 7.805 3:55 0:23
5 94:82 8:5 14617:4 7:805 4:14 0;67
6 6652 19 17 7491 11:538` 2:30 0:12'
7 :28:30 19 18, 793:8 11.538 2:44 0.07 .
8" 74.14 19 19' 837:9 11:538 2.57 0:16`
9 27:89 19 20 882' 11,53.8 2.71 0.09
10 64.51, 1.9 21 ' 9261 11:538 2.84 0:17
11 .67.70 34 23' 10143 11:538 3'.11 0.24`
12 46:39 19 24 . _ 1056:4 11..538 .3:25 0:17
13 53:85 .-19 25 1102:5 11.538 3.38 0.20.
14 1 07,60 19, 26 :1,1466 11.553388 3.52 0:98'.
15 4:09 - 19 _ 27.1190:7 3;65 0.07
16 145.17 19 30. ' 323• - 11:538 4:06 . 0.65
17 72.41 34' 31 1387..1 11.538 4.19 0.45
18 414.54 41 32 1411:2 ' 11..538 4.33 2:02
Headloss through litigation Zone.= _ 19.18
12-Inch SDR-21 PVC lrrigation.Main = 3;429:17 ' 366 ' 32 1411.2 11.538 - 4.33 • ' 16.84.
•12-Inoh DIP:Forcemain:= 11;505, 650 • '32 14112 . 12':46 ' , 3.71 48:33.
12-inch DR 9 HDPE,Forcemain:= 11;505 650. , .32 1411.2 9:746 6.07 115:47
Static Head'= 15.30;
Required Pressure at Sprinkler Head 11.5.50
TDH with:DIP Forcemain = 215:15
TDH with HDPE-lForcemain = - ' 282:29

Operation and Maintenance Plan
System Operation
The proposed screening facility wilt,operate automatically as the existing pump station doses the
stationary screens. The screening facility is set up to operate in two trains, with each train
operating two stationary screens and one screw press. Manually operated valves will allow the
operator to dose either of the trains, or isolate pieces of equipment for required maintenance.
Augers will transport the vegetable screenings to the screw press. After the water is pressed out
the vegetable screenings will collect in a hopper. The screenings will be stored until they are
manually emptied into a truck using the discharge auger(s):
Water from the screening facility will flow by gravity to the primary lagoon or the closed -loop
recycle water storage tank. The Closed -loop recycle water pump moves water back to the plant to
flush the gutters used for transporting vegetable waste out ofthe plant Settling will occur in the
primary lagoon prior to the effluent entering the storage lagoon. The irrigation system will draw
water out of the storage lagoon to dose to the irrigation. fields. The pump station contains three
main irrigation pumps and one jockey pump. A variable frequency drive (VFD) set up is used to
control the pump operation. Valves will be manually operated in the field to dose the desired
irrigation zone. As valves are opened and closed the VFD will automatically adjust the flow
based on the pressure changes. The pump station contains a jockey prunp to maintain the desired
discharge pressure during low flow fluctuations.
All system operation should be performed by the Operator in Responsible Charge (ORC)
or someone working under his direct supervision.
Inclement Weather Operation
The Operator will track and record rainfall, air temperature, and weather conditions on a daily
basis and report this information on the Discharge Monitoring Report (DIvIR). Due to the
manual nature of the irrigation system an operator will be on -site during a vast majority of the
irrigation periods. Weather forecasts and actual site conditions will be used to monitor for
pending or actual rah.). events. Irrigation is stopped if inclement weather is imminent or has
occurred. Visual inspections of the field conditions will be used to determine the acceptable time
to commence irrigation after rain events.
Safety Measures
Access to the proposed pump station and existing irrigation fields is restricted by the security
guard at the plant entrance. The pumps are protected on other sides by natural obstacles such as
wetlands and the irrigation lagoon.
Aliens, Inc. - Plant #7
Wastewater Treatment System Improvements
MacConnelf & Associates,P.C. Project No.: A30701.00 and A30705.00

The proposed irrigation fields on Rowan Road will be protected from public access by a two
strand barbed wire fence and a gate on the Rowan Road (north) side of the irrigation field. The
Beaman Woods Road (west) side of the field will be fenced from Rowan Road to the woods line.
Access along Beaman Woods Road in the woods line is also restricted by a cannel. Access to the
irrigation fields on the other south and east side are restricted through natural buffers such as
creeks, woods, and wetlands, therefore additional fencing will not be necessary.
Crop Harvest and Removal
Winter Rye crops should be cut and removed (bailed) in the spring to prepare for a re -growth of
Coastal Bermuda. Coastal Bermuda crops should be cut and removed in the fall prior to seeding
of winter rye. Recommendations in the agronomist report by S&EC and the provisions in the.
Division of Water Quality permit should be followed at all times.
During harvesting periods, sections of fields are taken out of rotation to allow ample time for
cutting, drying, and bailing. Generally this process takes 3 - 10 days depending on drying and
weather conditions After the completion of one section, another section is taken out of service
and the cutting, drying, baling process is repeated. The additional capacity of the Rowan :Road
fields will allow tune for harvesting sections of the fields and keep up with the wastewater
generated by the canning facility. Harvesting should always follow good agricultural practice
and the recommendations of North Carolina State University, Sampson County Extension Office,
and Soil & Environmental Consultants (agronomist). The :harvested crop is used for cattle feed.
*All harvested (mowed) crops shall be removed from the site.
Aliens, Inc. - Plant #7
Wastewater TiCatment System improvements
MacConnell & Associates, P.C. Project No.: A10701.00 and A30705.00

SystemMaintenance
To ensure a smoothoperating system, .regular maintenance shall he performed on each treatment
unit. The maintenance for each unit is detailed on the plans and is displayed in the following
table.
Operation and Maintenance Tasks
Unit.
Frequency
Task
Stationary Screens
daily
Check for solids accumulation, blockages, or damages:
Repair as needed.
Screw Presses
.daily .
Check;for solids accumulation, blockages, or damages.
Repair as needed. Grease moving parts as required. and
perform any specific maintenance tasks recommended by
manufacture at prescribed intervals.
Augers
daily
. Check for solids accumulation, blockages, or damages.
Repair as'needed. Grease moving parts as required=and
perform.any specific maintenancetasks recommended by
manufacture at prescribed intervals..
Storage Tank
daily
Inspect for leaks or damage. Repair as needed..
Pump Station Intake
Screens
daily
Clean off debris to ensure unrestricted water flow to wet
well.:
Irrigation Field:
Vegetation
2 - 4 weeks
Mow vegetative cover to a -minimum height of 12 inches if
applicable. to ensure vegetation does not interfere with the
system operation. :
Irrigation System: -
Piping and Distribution
Equipment
daily
`Check for leaks in force mains and damage to sprinkler
risers, odors,ponding and erosion to ensure runofdoes
-not.oecur in irrigation area.
Control Panel and
Pump Efficiency
monthly
Check amp readout and compare to manufaeturers
instructions. Refer to manufacture's recommendation for
Maintenance of variable lrequency drives and contros
Aliens, Inc. - Plant #7
Wdatitcwatcr Ti-tatrncn[ SyStim Tmprovernents
•Mttc.4.ontiell & rls5uoiati s1 PC.' .Pcoject No.: A30701.00 And A3.0705.00

Spill Control and Emergency Contact Information
In the event of a spill or bypass the following: steps, should be taken:
• InternalCommunication of the Incident.
• Containment of the spilled material
• External Communication of the Incident
• Spill Cleanup and Proper. Disposal
Contact information is provided in the table below:
Aliens, Inc. Turkey Plant Internal Contacts:
Tommy Langston -
Plant Manager
(910).596-0028
Aliens, Inc. Corporate Contacts:
Laura-J. Mushinski CHMM
Director of Environmental Quality
(479)`524-6431
Commercial/Private Spill Assistance' Contacts:
Crystal Clean
607 Ellis Road
Durham, NC 27703
[phone]
Kathryn Yeager
Corporate Environmental Specialist
(479) 524=6431
301-Truck Stop
I :95:B&usiness NC 87 (on US 301)
]Fayetteville, NC
(910) 483-0.1.05
Federal, State, and Local .Not ficationAnd Emergcncy:Assistance Contacts:
Sampson County Emergency Management
[phone]
Fire Department
911
State Emergency Operations Center
[phone]: -
NCDENR Water Quality Division — Groundwater Section _
Fayetteville RegionalOfficeRaleigh Main Office
[phone] (919) 733=3221
NCDENR Water Quality Division —,Aquifer Protection Section
Fayetteville Regional Office. Raleigh 'Main :;Office
:
[phone] [phone]
National Response Center
[phone]
U.S. Coast Guard
[phone]
A11ens, Inc: Plant 17
Wastewater Treatment. System Improvements
MacConneli & Associates, P C ProjectNo;; A3070I:00 and:A30705:00

SECTION 11872
WASTEWATER IRRIGATION SYSTE1V1
PART I - GENERAL
1.01 Description of Work
A. The work covered under this Specification consists of furnishing all labor, tools,
matenals, equipment and supervision required to construct a spray inigation
wastewater disposal system for the purpose of disposing of treated wastewater
through designated fields..
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Section 15100 - Valves and Related Appurtenances."
1.02 Submittals:
A. Product Data: Submit data for proprietary materials and :items, including sprinIder
nozzles, related appurtenances, and others as requested by Engineer.
PART1 - PRODUCTS
2.01 Impact Sprinklers
A. Full Circle Impact Sprinklers shall be Senninger Model 80251IR-1-1 1/4" M, 15/32"
nozzles, for operation at 43.1 gpm, 50 psi, and a diameter of 172 feet.
B. Partial Circle Impact sprinklers shall be Nelson Model F80APV, 15/32" nozzles, for
operation at 44.1 gpm, 50 psi, and a radius of 81 feet.
C. All Impact Sprinklers in Zone 6 shall use 7/16" nozzle,s.
2.02 Valves
A. Isolation Valves shall be manually operated and be gate valves. The valves shall be
placed upstream of the irrigation zones so that the irrigation system may be isolated in
case of a valve malfimction.
2.03 Control Panel
A. Control panel shall be as specified in Section 12191.
Aliens; Inc. - Pia% #7
Wastewater Runup; Systemimproyements
MacConnell & Associates, P.t., 'Project No,: s A30701.00
Wastewater Irrigation System.
11872-1

B. Control panel shall be capable of dosing one field while two pumps are operating.
PART 3 - EXECUTION
3.01 Spray Irrigation Piping
A. The irrigation piping shall be SDR 21 PVC pipe with push on joints. The piping shall
be laid as shown on the plans and shall be done in accordance with Section 15060 of
these specifications.
3.02 Drainage and Removal of Water
A. Daring construction of the irrigation system, the Contractor shall maintain the area of
operations free from all water from any source not needed in construction. Rainfall or
groundwater shall be removed from the area of operations with the use of sumps and
pumps, drainage ditches or other suitable means. Water removed from any area of
. operations shall be transported and released in a manner that will not have adverse
impact on existing or planned facilities or downstream property.
3.03 Installation
A. Install sprinkler heads and risers as shown on the Contract Drawings.
'END OF SECTION 11872
Allots, Inc. - Plant #7 Wastewater Irrigation Siastan
Wastewater ;Treatment system Iinprovements
MacConnell & A.ssociates,-P.C. Projeals16.: A36701.06 .11872-2

SECTION 13205
POLYETHYLENE TANKS
PART 1- GENERAL
1.01 Description of Work
A. The extent of work in This Section includes providing a high density polyethylene
tank with piping connections and accessories for closed -loop recycled water storage.
1.02 Specifications And Standards
A. Except as otherwise indicated, the current editions of the following apply to the work
of this Section:
1. ASTM C177 - Test Method for Steady -State Heat .Flux' Measurethents and
Thermal Transmission Properties by Means ofthe Guarded -Hot Plate AppatatuS,
2. ASTM C273 - Method for Shear Twist irt Flatwise Plane of Flat , Sandwich
Constructions or Sandwich Cores.
3. ASTM D638 - Test Method for Tensile Properties of Plastics
4. ASTM13746 - Test Method for Brittleness Temperature of Plastic and Elastomers
by Impact.
5. ASTM D790 - Test Methods for Flexural Properties Of Unreinforced and
Reinforced Plastics and Electrical Insulating Materials.
6. ASTM D1505 - Test Methods for Density of Plastics by the Density -Gradient
Technique.
7. ASTM D1525 - Test Method for Vicat Softening Ternperatme inastics.
8. ASTM D1998 - Standard Specification for l'ol3rethylene Upright Storage Tanks.
9. ASTM D1621 - Test Method -for Compressive Properties Of Rigid Cellular
Plastics.
10: ASTM D1622 - Test Method for Apparent Density of Rig,id Cellular Plastics..
11. ASTM 1)1623 - Test Method for Tensile and Tensile Adhesion Properties of
Rigid Cellular Plastics.
Allep, The. :Plant #7
Desigii`of Screening Facility
MacConnell & Associates, P.C., Project-1'y): Yq0705.00
•
Pcilye.thyletip• Tanks:
13205.71
•

12. AsTM D1:693 - TestMethod for Enviromnental Stress -Cracking of Ethylene
Plastics.
13. ASTM D2126 - Test Method for Response of Rigid, Cellular Plastics to Thennal
and Humid Aging.
14. ASTM D2842 - Test Method for Water Absorptionof Rigid Cellular Plastics
15. ASTM D2856 - Test Method for Open Cell Content of Rigid Cellular Plastics by
the Air Pycnometer.•
16. ASTM E84. - Test Method for Suifaco 13Mning Characteristics of Building
17. NEMA ICS 6 - Enclosures for Industrial Control and Systems.
PART 2 -PRODUCTS
2.01 General
A. Tanks shall be circular in cross-section, vertical, complete with piping inlets and
outlets, drains, overflows, and anchoring system (if required). Covered tanks sholl be
vented, and where indiCateA, tanks shall be provided with entrance manways and
level indicators. Tanks shall be marked to identify the manufacturer, date of
manufacture, serial number, and capacity. Tanks shall meet the requirements of
ASTM 01998 unless otherwise indicated.
2.02 Tank
A. Materials: Polyethylene shall be the cross -linked, high density type meeting or
exceeding the follo-wing:
Parameter
Density, grake
Tensile strength at yield, psimininium
Elongation at break, irtin percent
Stress -crack resistance, min hours for F50
Vicat softening temperature, deg: F
Brittleness temperature, deg. F, maximum
Flexural modulus,. psi
Aliens, lac. Plant #7
Design of Screening Facility
,MgcQonnell Assogiates, P.C,' Project No: A30705.00
ASTM
Test Method NT-alit&
01505 0.937 to
0.945
0638 2600
0638 400
01693 • 1000 01525 230
0746 -180
0790 100,000
PolyethyleneTanks
13265.2

1. Resin used in the tank shall be: equal to Phillips: Chemical :Maarlex CL 200. or CL
250, PAXON grade 7004 or 7204, or equal, and shall contain a minimumof 0.3
percent ultraviolet stabilizer as recommended by the manufacturer: Where black
tanks are indicated, the black :resinshall contain 2 percent carbon black blended
into the resin.
B. Construction:. Tanks 'shall be .constructed using . a rotation ally 'molded fabrication.
process. Wall thickness of the tank 'shall be designed by the hmanufacturer with a oop stress no greater than 600 psi:using i.5 times the : specific y
gravity ' indicated.
Stress shall becalculated using the Barlow formula::
1. Tanks: shall have the -following characteristics:
a. Nominal diameter: 12 feet
b. Nominal height: ,12.5 feet
c. Nominal capacity: .10,000 gallons
2.03 Tank .Fittings,
A. Tank fittl`ngsshall be according to the .fitting schedule below. Gasket material shall be
closed cell, crosslmked polyethylene' material equal to the tank material indicated:
Buns N,: Viton, EPDM fittings or equal are acceptable, PVC fittings shall be
compression type Schedule `80 long shank high -torque :desi with minimum of `85 •
percent threaded .contact. • Any screwed fittings shall use •
„encan Standard Pipe
Threads.. No metals" shall be exposed to tank contents...1ftanks are insulated, fittings -
shall be installed at the factory prior -to application of the ta:insulation.
B Bolted flanged fittings, shall have Hastelloy C or 316 SS studs and polyethylene
.encapsulated herds. D ouble:riut.PVC 'fittings are also acceptable.
2.04 Manufacturers
A. Products•shall be: manufactured .by one of the following:
1. Poly Cal Plastics
2. Central California Container Mfg.
3. Nalgene
4. "Snyder
S. Or Equal
PART 3 -. EXECUTION
3.01 .Installation
A Installation shall bean accordance With the manufacturer's recommendations.
Aliens, Inc. Plant#?
Design of Screening Facility
MacConnell & Associates, P.C:, Project No: A30705:00
•
Polyetkylene Tanks •
13205 3.'

3.02 Field Testing
A. After installation of tank and all fittings, the tank shall be water tested by filling the
entire tank with water and monitoring the tank as well as all fitting connections for at.
least 24 hours. Any leaks shall be corrected prior to acceptance.
END Of ' SECTION' PM
Aliens; Inc. Plant#7
Design of Screening Facility.
MacConnell & Associates; P.C., Project No: A30705.00
Polyetf►ylene Tanks
13205=4