3303_EasternCompost_Comp_AFR13-14

EASTERN COMPOST, LLC
P.O. BOX 460
BATTLEBORO, NC 27809
YEAR END REPORT
JUNE 30, 2014
Compost
State of North Carolina
Department ofEnvironment and Natural Resources
Division of Waste Management
COMPOST
Facility Annual Report
For the period of July 1, 2013-June30, 2014
According to (G.S. l30A-309.09D(b)) completed forms must be returned by August 1, 2014 and a copy of this report must be sent to the
County Manager of each county from which waste was received. If you have questions or require assistance in completing this report, contact
your Regional Environmental Senior Special ist.
Facility Name: EASTERN COMPOST LLC Permit: 3303-COMPOST-2010
Physical Address ,;; " Mailing Address
Street 1: 8487 BATTLEBORO-LEGGETT ROAD Street 1: P. 0. BOX460
Street 2: Street 2:
City: BATTLEBORO County: Edgecombe City: BATTLEBORO
State: North Carolina Zip: 27809 State: North Carolina Zip: 27809
P:rimmy F acitit;y Contact Person .,.., .. Billing Contact Person
Name: JASON SMITH Name: JEAN SMITH
Phone: (2?2) 903-5367 Fax: [phone] Phone: [phone] Fax:
Email: [e-mail] Email:
1. Tipping Fee: $25.00 T (Att h 1 d 1 ft. · r ·f · ) _________ per on ac a sc 1e u e o tppmg ~.ees 1 appropnate.
2. Did your facility stop receiving waste during this past Fiscal Year? 0 Yes [gj No
If so, please report the date this occurred:
3. Please attach results of monthly temperature monitoring for the period of July 1, 2013 thru June 30, 2014.
4. For Type II, III, and IV facilities, attach results of tests (Waste Analysis with metals, foreign matter and pathogens) as required in Table 3 of
Rule !SA NCAC l3B .1408 for the period of July I , 2013 thru June 30, 2014. Current Rules state that "Compost shall be analyzed at
intervals of every 20,000 tons of compost produced ot· every six months, whichever comes first."
5. What type and quantity of waste was composted by your facility?
+ ... 1Juusab1e Tons
Materials COMPOSTED Check :X if Received Tons RECEIVED Tons COMPOSTED DISPOSED
Yard Waste [g] 1,125 1,125
Clean Wood D
Sawdust ~ 1,112.5 1,112.5
Wooden Pallets ~ 7,369.56 7,369.56
Food .Waste [g] 5,757.76 5,757.76
Animal Waste D
Sludge and Biosolids ~ 12,141.45 12,141.45
Grease Trap Waste D
Animal Mortalities D
Sheetrock [g] 91.45 91.45
Conuuingled D (Desc1ibe)
Other Cotton Gin Trash ~ 2,675 2,675 (Describe)
Other Land Clearing [g] 875 875 (Describe)
Other D (Describe)
TOTAL 31,147.72 31 ,147.72
3303-COMPOST~20l 0.
.-
6. What type and quantity of compost was produced and removed from your facilitv? .
I·· ' Tuns Tons USED Tons SOLD Tons GIVEN Tons " Tons . "'· Qtller
I"" .. Type CREATED On Site to Public to Pub'Jic. STOCKPILED J)ISPOSEI):. 'y .
Mulch 31,147.72 3,114.77 17,625 500 9,907 95
Grade A Compost
Grade B Compost
Other
Other
TOTAL 31,147.72 3,114.77 17,625 500 9,907.95
7. Indicate waste received at this compost facility during the period of Julv I, 2013, through June 30. 2014. Indicate tonnage received by
COUNTY of waste origin. Please indicate COUNTY and STATE if received from another state.
Jul Aug Sept Oct Nov
Received from
Wilson 439.43 736.40 226.19 610 01 414. I 7
Man in 225.00 75.00 75.00 0.00 125.00
Edcombe 1,294.21 1,163.81 1,146 09 I ,366.34 I ,336.79
Wake 323 07 272.44 246.79 321.84 366.03
Nash 125.00 75.00 125.00 225.00 100.00
Pitt 0.00 000 0.00 0 00 0.00
Johnston 0 00 0.00 0.00 0 00 0 00
n,EMINDER: According to (G.S. l30A-309.09D(b)),
this :report must be s~ilt to the Regional Environmental Senior
Specialist for your area and a copy of this report must be sent
to the CQuntt Mana~er of each county from which waste was
received.
Dec Jan Feb Mar Apr
868.43 149 08 988.99 703.06 333.50
75 .00 75.00 0 00 50.00 212.50
1,207 81 1,615 99 1,340 56 I ,26 I .35 I ,689.09
408.85 615.54 422.30 438.95 625.51
275.00 75.00 50.00 0.00 0.00
6.00 25.00 14.40 21.25 19.00
0 00 0 00 0.00 50.00 0.00
Please send your completed report to:
Ben Barnes
PO Box 8998
Rocky Mount, NC 27804-6998
May June
732.39 717.09
50.00 150.00
1,663.21 1,592.07
542.50 488.89
75.00 0 00
5.80. 0.00
000 100.00
Grand Total
phone: [phone] email: [e-mail]
CERTIFICATION: I certify that the information provided is an accurate representation of the activity at this faci~ity.
Total
6,918.74
1,112.50
16,677.32
5,072.71
1,125.00
91.45
150.00
31 ,147.721
Signature: ~?'""--~ Date: _71_3_1_12_0_1_4 _________ _
"Name: JASON SMITH Title: MEMBER MANAGER
Phone Number: [phone] Email: [e-mail]
Compost2014 3303-COMPOST-20 iO Page2
ANNUAL REPORT
~astern Compost, LLC Annual Report for July 1, 2013
through June 30,2014
TO:
FROM:
DATE:
Martin Gallaher/ DWM
Eastern Compost, LLC
August 1, 2014
1. Composting site location, contact and background information
The Type 4 composting site is located approximately 400 yards off Battleboro-Leggett Road
approximately one mile east of Battleboro in Edgecombe County, North Caroljna. Eastern
Compost, LLC is the legal entity responsible for the corporate operation of the facility. Jason
Smith, Principal Partner, is the primary contact for this facility. Jason Smith's contact
information is 252-903-5367.
The Division of Waste Management issued approval of the modified application for solid
waste composting permit on March 16,2005. During the site preparation phase for the
aerated composting m ethod Eastern Compost, LLC discovered the required 3-Phase
electricity and water to the site were not readily available. The Division issued a modified
permit on July 6, 2006 to allow windrow composting on this site. A site visit was conducted
on July 13,2005 with Division of Waste Management representatives to review the site
conditions prior to the initiation of composting activities.
On March 4, 2010 Eastern Compost, LLC was issued a permit to operate a large Type 4
Solid Waste Composting Facility. Facility Permit No.: SWC-33-03.
2. Operational Information
Eastern Compost, LLC began its composting operation in August 2005. Appendix A
contains the daily operational logs for the period from July 1, 2013 until June 30, 2014. The
operational logs include the results of the temperature monitoring for each windrow
produced.
3. Type and Amount of Materials Composted
Waste Received Tons
Food Byproduct 5757.76
Sawdust 1112.50
Yard Waste 1125.00
Cotton Gin Waste 2675.00
Wood Pallets 7369.56
Land Clearing Debris 875.00
Class B Cake 12141.45
Sheet Rock 91.45
4. Quantity and Class of Compost Produced and Distributed
All materials produced were Grade A Compost. Once a windrow had reached its pathogen
reduction requirements, it was moved to the passive curing area. A majority of finished
compost was land applied for agricultural soil amendment. A portion was screened and
particles over 2 inches were reused in composting. Distribution of the compost included
land application by Boseman Farms and landscaping clients such as Carolina Mulch and
Parish Nursery.
Waste Processed Tons
Coarse Compost Produced-r eused in composting 3114.77
Fine Compost Produced 31147.72
On-site Stockpile 9907.95
Distributed -Landscaping 500.00
Distributed -Land Application 17625.00
5. Laboratory Results
Laboratory results for Eastern Compost, LLC are included in Appendix B.
Appendix A
Daily Operational Logs
COMPOST ROW NO .
. Row Constnaction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 7/29/2013 8:00AM
2. 7/30/2013 12:00 PM
3 7/31 /2013 7:00AM
4 8/1 /2013 9:00AM
5 8/2/2013 7:00AM
6 8/3/2013 7:00AM
7 8/4/2013 8:00AM
8 8/5/2013 7:00AM
9 8/6/2013 8:00AM
10 8/7/2013 5:00PM
11 8/8/2013 6:00PM
12 8/9/2013 9:00AM
13 8/10/2013 7:00AM
14 8/11/2013 8:00AM
15 8/12/2013 5:00PM
16 8/13/2013 7:00PM
17 8/14/2013 9:00AM
18 8/15/2013 10:00 AM
19 8/16/2013 7:00AM
20 8/17/2013 8:00AM
21 8/18/2013 8:00AM
22 8/19/2013 12:00 PM
23 8/20/2013 5:00PM
24 8/21/2013 7:30AM
25 8/22/2013 6:00PM
26 8/23/2013 8:00AM
27 8/24/2013 8:00 PM
28 8/25/2013 8:00 AM
29 8/26/2013 12:00 PM
EASTERN COMPOST, LLC
8487 Bauleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON #B2
7/29/2013 Linear Feet: 300 ---------------------------Linear Feet: ---------------------------Linear Feet:
Section Temp Temp Temp Temp
#
90 91 92 90
100 99 100 101
106 104 105 104
115 110 116 112
118 115 120 116
120 119 122 120
124 127 24 124
126 125 126 128
130 130 131 134
133 132 134 138
138 136 136 140
140 139 140 141
144 142 146 142
142 144 148 146
145 146 150 148
148 150 149 150
150 152 152 154
152 155 154 155
155 154 156 152
153 152 154 154
150 150 152 151
145 144 146 145
149 152 151 152
152 155 156 158
146 148 149 150
144 145 146 148
140 142 144 145
142 140 142 142
140 138 140 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
-Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
8/12/2013
8/13/2013
8/14/2013
8/15/2013
8/16/2013
8/17/2013
8/18/2013
8/19/2013
8/20/2013
8/21/2013
8/22/2013
8/23/2013
8/24/2013
8/25/2013
8/26/2013
8/27/2013
8/28/2013
8/29/2013
8/30/2013
8/31/2013
9/1 /2013
9/2/2013
9/3/2013
9/4/2013
9/5/2013
9/6/2013
9/7/2013
9/8/2013
9/9/2013
Section #L
Section #2:
Secll:i.on #3:
Time
5:00PM
7:00AM
9:00AM
10:00 AM
7:00AM
8:00AM
8:00 AM
12:00 PM
5:00PM
7:30AM
6:00AM
8:00AM
8:00AM
8:00AM
12:00 PM
7:00AM
7:00AM
12:00 PM
8:00AM
8:00AM
12:00 PM
8:00PM
7:00AM
9:00AM
8:00AM
12:00 PM
12:00 PM
7:00AM
7:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON B#3
8/12/2013 Linear Feel!:: 300 -------------------------
Linear Feet: -------------------------Linear Feet:
Section Temp Temp Temp Temp
#
92 90 91 95
100 98 101 102
11 2 100 109 114
116 111 114 116
120 110 118 120
122 121 122 124
128 126 125 128
134 131 130 134
140 139 138 141
145 144 144 146
150 151 152 155
148 146 149 150
149 148 150 152
152 150 152 154
150 148 150 152
155 154 153 154
150 152 150 151
148 150 148 147
150 152 150 151
152 155 154 154
154 158 153 158
158 160 155 155
155 156 158 152
150 152 155 150
148 150 152 151
145 149 150 148
142 144 148 146
140 145 144 142
138 140 141 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Consitruction Date(s):
Section #1:
Section #2:
Secti.on #3:
Cycle Date Time
Day
1 8/20/2013 5:00PM
2 8/21 /2013 7:30AM
3 8/22/2013 6:00PM
4 8/23/2013 8:00AM
5 8/24/2013 8:00AM
6 8/25/2013 8:00AM
7 8/26/2013 12:00 PM
8 8/27/2013 7:00AM
9 8/28/2013 7:00AM
10 8/29/2013 12:00 PM
11 8/30/2013 8:00AM
12 8/31 /2013 8:00AM
13 9/1/2013 12:00 PM
14 9/2/2013 8:00AM
15 9/3/2013 7:00AM
16 9/4/2013 7:00AM
17 9/5/2013 8:00AM
18 9/6/2013 12:00 PM
19 9/7/2013 12:00 PM
20 9/8/2013 7:00AM
21 9/9/2013 7:00AM
22 9/10/2013 8:00AM
23 9/11/2013 12:00 PM
24 9/12/2013 7:00AM
25 9/13/2013 7:00AM
26 9/14/2013 8:00AM
27 9/15/2013 12:00 PM
28 9/16/2013 5:00PM
29 9/17/2013 7:00AM
EASTERN COMPOST, LLC
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSONB #4
8/20/2014 Linear Feet: 300 --------------------------
Linear Feet; --------------------------
Linear Feet:
Section Temp Temp Temp Temp Turned Service
# Provider
83 88 82 81 Built
95 95 90 92
106 108 104 103
112 114 110 111 Turned
116 118 11 115
119 122 122 118
122 120 126 120
126 130 131 124 Turned -
133 135 138 128
140 141 144 136 Turned
144 145 148 144 Turned
148 149 152 147
152 152 155 151
155 154 156 155
157 156 154 156
155 156 156 158
158 159 154 156
156 155 157 154 Turned
154 153 152 152 Turned
155 151 149 150
149 148 147 151
152 151 150 152 Turned
150 154 148 151
151 150 146 150
150 146 144 148 Turned
146 144 146 146
144 142 143 144
145 145 140 145
142 141 142 142
COMPOST ROW NO.
Row Construction Date(s}:
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
9/4/2013
9/5/2013
9/6/2013
917/2013
9/8/2013
9/9/2013
9/10/2013
9/11/2013
9/12/2013
9/13/2013
9/14/2013
9/15/2013
9/16/2013
9/17/2013
9/18/2013
9/19/2013
9/20/201 3
9/21/2013
9/22/2013
9/23/2013
9/24/2013
9/25/2013
9/26/2013
9/27/2013
9/28/2013
9/29/2013
9/30/2013
10/1/2013
10/2/2013
Section #1 :
Section #2;
Section #3:
Time
7:00AM
8:00AM
12:00 PM
12:00 PM
7:00AM
7:00AM
12:00 PM
12:00 PM
7:00AM
7:00AM
8:00AM
7:00AM
12:00 PM
8:00AM
7:00AM
7:00AM
8:00AM
8:00AM
8:00AM
8:00AM
7:00AM
8:00AM
8:00AM
7:00AM
7:00AM
12:00 PM
5:00PM
6:00 PM
7:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P .O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON B#S
9/4/2014 Linear Feet: 300 --------------------------
Linear F eet; --------------------------Lin ear F eet;
Section Temp Temp Temp Temp
#
90 88 91 86
92 91 94 90
95 93 98 92
98 96 100 99
100 102 102 105
106 108 106 108
114 111 110 114
118 115 116 119
125 120 120 128
128 125 128 134
136 133 135 138
140 138 141 144
142 142 146 146
146 144 152 149
150 148 155 152
152 154 154 155
155 158 157 158
154 155 155 110
156 152 156 154
152 150 153 152
150 149 150 150
157 154 157 152
149 152 159 153
147 150 149 149
145 149 148 148
142 144 144 144
140 144 142 140
138 142 140 142
140 141 143 138
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Consil:ruction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
9/16/2013
9/17/2013
9/1 8/2013
9/19/2013
9/20/2013
9/21/2013
9/22/2013
9/23/2013
9/24/2013
9/25/2013
9/26/2013
9/27/2013
9/28/2013
9/29/2013
9/30/2013
10/1/2013
10/2/2013
10/3/2013
10/4/2013
10/5/2013
10/6/2013
10/7/2013
10/8/2013
10/9/2013
10/10/2013
10/11/2013
10/12/2013
10/13/2013
10/14/2013
Section #L
Section #2:
Se·ction #3:
Time
12:00 PM
8:00AM
7:00AM
7:00AM
8:00 AM
8:00AM
8:00AM
8:00AM
7:00AM
8:00AM
8:00AM
7:00AM
7:00AM
12:00 PM
5:00PM
6:00 PM
7:00 AM
8:00AM
12:00 PM
8:00AM
12:00 PM
7:00AM
7:00AM
8:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
5:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON B#6
9/16/2013 Linear Feet: 300 --------------------------
Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
92 91 93 88
96 94 95 92
105 99 102 96
111 105 106 104
118 115 114 110
125 119 120 118
132 124 130 125
140 130 138 132
142 138 144 140
144 143 146 145
148 146 148 147
150 148 150 149
155 152 152 150
157 155 154 152
154 158 158 153
152 154 154 156
157 152 152 154
148 154 155 152
152 156 152 155
154 155 153 152
150 152 150 150
147 149 147 148
145 146 145 144
146 148 144 146
144 145 144 145
142 144 142 144
140 142 140 142
141 140 138 149
138 138 139 139
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s);
Section #1:
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
Date
10/4/2013
10/5/2013
10/6/2013
10/7/2013
10/8/2013
10/9/2013
10/10/2013
10/11/2013
10/12/2013
10/13/2013
10/14/2013
10/15/2013
10/16/2013
10/17/2013
10/18/2013
10/19/2013
10/20/2013
10/21 /2013
10/22/2013
10/23/2013
10/24/2013
10/25/2013
10/26/2013
10/27/2013
10/28/2013
10/29/2013
10/30/2013
Section #2;
Section #3:
Time
12:00 PM
8:00AM
12:00 PM
7:00AM
7:00AM
8:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
5:00 PM
7:00AM
12:00 PM
5:00PM
8:00AM
8:00AM
7:00AM
7:00AM
12:00 PM
8:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
7:30AM
8:00AM
8:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON #B7
10/4/2013 Linear Feet: 300 ---------------------------Linear Fe·et: ----------------------------Linear Feet:
Section Temp Temp Temp Temp
#
90 90 92 88
95 93 96 92
100 98 99 98
105 104 104 105
109 110 109 11 1
120 118 119 121
125 122 126 126
133 126 131 130
135 129 136 136
138 134 140 142
142 139 144 146
146 144 148 149
152 148 149 152
155 150 152 155
152 155 154 158
154 156 156 155
156 ·158 159 156
150 155 154 152
152 152 151 150
148 149 147 146
146 144 145 144
144 146 146 147
147 144 142 143
140 142 141 142
142 140 142 144
144 144 143 142
142 145 144 144
28 10/31/2013 8:00AM · 140 143 145 142
29 11 /1/2013 8:00AM 141 140 144 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned .
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 10/15/2013 7:00AM
2 10/16/2013 12:00 PM
3 10/17/2013 5:00PM
4 10/18/2013 8:00AM
5 10/19/2013 8:00AM
6 10/20/2013 7:00AM
7 10/21/2013 7:00AM
8 10/22/2013 12:00 PM
9 10/23/2013 8:00AM
10 10/24/2013 5:00PM
11 10/25/2013 8:00AM
12 10/26/2013 12:00 PM
13 10/27/2013 8:00AM
14 10/28/2013 4:30PM
15 10/29/2013 8:00AM
16 10/30/2013 8:00AM
17 10/31/2013 8:00AM
18 11/1/2013 8:00AM
19 11/2/2013 12:00 PM
20 11/3/2013 5:00PM
21 11/4/2013 5:00 PM
22 11/5/2013 8:00AM
23 11/6/2013 7:00AM
24 11/7/2013 7:00AM
25 11/8/2013 7:00AM
26 11/9/2013 7:00AM
27 11/10/2013 12:00 PM
28 11/11/2013 7:00AM
29 11/12/2013 8:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
'\iVILSON #B8
10/15/2013 Linear Feet; 300 ---------------------------
Linear Feet: ---------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
95 92 94 97
103 98 99 104
109 104 106 109
118 119 111 114
125 115 114 122
134 125 119 129
138 134 125 138 .
140 138 135 141
145 146 144 147
148 149 147 149
157 152 149 152
154 153 150 154
156 155 154 156
152 154 156 158
155 156 155 156
158 159 158 155
156 150 156 154
154 155 154 155
157 157 152 154
148 155 155 152
146 154 154 150
145 152 159 146
144 147 148 149
146 152 146 146
150 155 144 149
152 150 140 146
148 147 150 144
144 144 151 142
141 140 146 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construct ion Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 11 /4/2013 5:00PM
2 11 /5/2013 8:00AM
3 1116/2013 7:00AM
4 1117/2013 7:00AM
5 11 /8/2013 7:00AM
6 11 /9/2013 7:00AM
7 11/10/2013 12:00 PM
8 11/11/2013 8:00AM
9 11/12/2013 7:00AM
10 11/13/2013 7:00AM
11 11/14/2013 8:00AM
12 11/15/2013 6:00AM
13 11/16/2013 7:00AM
14 11/17/2013 7:00AM
15 11/18/2013 5:00PM
16 11/19/2013 5:00PM
17 11/20/2013 7:00AM
18 11/21 /2013 7:00AM
19 11/22/2013 7:00AM
20 11/23/2013 7:00AM
21 11/24/2013 5:00PM
22 11/25/2013 7:00AM
23 11/26/2013 12:00 PM
24 11/27/2013 8:00AM
25 11/28/2013 7:00AM
26 11/29/2013 8:00AM
27 11/30/2013 8:00AM
28 12/112013 5:00PM
29 12/2/2013 12:00 PM
EASTERN COMPOST, LLC
84-87 Battleboro-Leggett Road
P.O . Box 4-60
Battleboro, North Carolina 278:09
DAILY OPERATION RECORD
W ILSON B#9
11/4/2013 L inear Feet: 300 --------------------------
Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
95 92 94 98
99 98 96 102
108 109 104 110
116 114 111 112
118 119 116 116
122 125 123 126
128 129 126 129
133 135 129 134
136 139 135 140
142 144 138 142
148 150 143 146
152 154 140 151
155 156 144 155
154 155 148 156
156 153 153 154
158 152 155 153
155 154 154 155
152 152 151 153
148 150 152 152
149 148 150 150
146 145 148 148
144 143 146 145
143 141 144 143
140 140 141 142
140 142 140 140
138 139 137 136
135 136 135 137
133 134 134 135
135 137 136 138
Turned
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
---·----
Service
Provider
COMPOST ROW NO.
R ow Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 11/10/2013 7:00 AM
2 11/11/20 13 12:00 PM
3 11/12/201 3 8:00AM
4 11/13/2013 7:00AM
5 11/14/2013 7:00AM
6 11/15/2013 8:00AM
7 11/16/2013 8:00AM
8 11/17/2013 7:00 AM
9 11/18/2013 7:00 AM
10 11/19/2013 5:00 PM
11 11/20/2013 5:00PM
12 11/21/2013 7:00AM
13 11/22/20 13 7:00AM
14 11/23/2013 7:00AM
15 11/24/20 13 7:00 AM
16 11/25/201 3 5:00PM
17 11/26/201 3 7:00AM
18 11/27/20 13 12:00 PM
19 11/28/2013 8:00AM
20 11/29/2013 7:00AM
21 11/30/2013 8:00AM
22 12/1/2013 8:00AM
23 12/2/2013 5:00 PM
24 12/3/2013 8:00AM
25 12/4/2013 5:00 PM
26 12/5/2013 8:00AM
27 12/6/2013 8:00 AM
28 12/6/2013 12:00 PM
29 12/7/2013 12:00 PM
EASTER N COMPO ST , LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Caro[ina 27809
DAILY OPERATION RECORD
WILSON B#lO
11/10/2013 Linear Feet: 300 --------------------------Linear F eet: ---------------------------Linear F eet:
Section Temp Temp Temp Temp
#
90 91 95 92
94 96 100 96
98 100 108 101
101 104 116 104
106 109 120 108
109 110 126 111
113 115 133 114
116 118 136 116
119 122 140 120
121 126 142 122
125 131 140 126
128 135 144 130
135 140 146 133
140 146 150 136
145 149 152 140
148 152 154 149
146 150 152 148
144 151 150 148
142 148 149 146
140 146 149 144
141 142 144 140
142 144 145 142
140 141 142 140
144 142 144 142
145 140 141 140
146 142 147 142
145 144 144 141
143 142 140 142
141 140 138 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
'10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
11/18/2013
11/19/2013
11/20/2013
11/21/2013
11/22/2013
11/23/2013
11/24/2013
11/25/2013
11/26/2013
11/27/2013
11/28/2013
11/29/2013
11/30/2013
12/1/2013
12/2/2013
12/3/2013
12/4/2013
12/5/2013
12/6/2013
12/7/2013
12/8/2013
12/9/2013
12/10/2013
12/11 /2013
12/12/2013
12/13/2013
12/14/2013
12/15/2013
12/16/2013
Section #t
Section #2:
Se·cti.on #3:
Time
7:00AM
5:00PM
5:00PM
7:00AM
7:00AM
7:00AM
7:00AM
5:00PM
7:00AM
12:00 PM
8:00AM
7:00AM
8:00AM
8:00AM
5:00PM
8:00AM
5:00PM
8:00AM
8:00AM
12:00 PM
12:00 PM
5:00PM
3:00PM
10:00 AM
8:00AM
5:00PM
5:00PM
8:00AM
8:00AM
EASTERN COMPOST, LLC
8487 Batdeboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
LEAVES & COTTON A#1
11/i8/20B Linear Feet: 300 --------------------------
Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
Turned
80 81 84 82 . Built
85 89 89 86
89 94 94 92 Turned
95 104 99 96
100 114 106 104
111 119 118 115 Turned
120 126 124 125
129 132 130 129
135 134 135 133 Turned
138 137 139 137
140 139 140 141
144 142 144 144 Turned
146 145 148 146
150 148 150 149
147 150 151 153 Turned
145 151 153 154
146 149 155 153
142 146 150 146 · Turned
140 144 148 142
141 142 146 140
143 140 144 138 Turned
140 139 142 135
138 137 140 137
140 140 142 141 · Turned
138 137 140 140
135 135 138 139
133 136 136 137 Turned
136 134 134 134
132 132 131 135
Service
Provider
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 12/14/2013 5:00PM
2 12/15/2013 8:00AM
3 12/16/2013 8:00AM
4 12/17/2013 7:30AM
5 12/18/2013 7:00AM
6 12/19/2013 7:00AM
7 12/20/2013 7:00AM
8 12/21 /2013 8:00AM
9 12/22/2013 8:00AM
10 12/23/2013 5:00 PM
11 12/24/2013 4:00 PM
12 12/25/2013 7:00AM
13 12/26/2013 8:00AM
14 12/27/2013 12:00 PM
15 12/28/2013 5:00PM
16 12/29/2013 8:00AM
17 12/30/2013 12:00 PM
18 12/31/2013 8:00 AM
19 1/1/2014 8:00AM
20 1/2/2014 8:00AM
21 1/3/2014 9:00AM
22 1/4/2014 7:00AM
23 1/5/2014 8:00AM
24 1/6/2014 8:00AM
25 1/7/2014 5:00 PM
26 1/8/2014 5:00 PM
27 1/9/2014 5:00 PM
28 1/10/2014 8:00 PM
29 1/11/2014 7:00 PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON #B-2
12/14/2013 Linear Feet: 300 --------------------------
Linear F eeL --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
91 90 88 89
95 94 97 94
102 98 96 100
106 102 100 104
110 108 108 104
115 114 116 11 6
120 119 122 125
128 125 126 128
132 129 129 133
138 134 139 136
140 139 138 139
144 142 141 144
148 147 145 146
149 152 148 149
152 155 152 153
155 159 154 155
161 164 156 158
164 166 159 162
160 162 162 165
156 156 164 159
154 152 158 154
152 150 155 150
149 152 150 152
146 148 151 149
144 147 149 146
142 145 146 144
140 143 144 142
144 140 142 141
141 142 140 142
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned .
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 12/17/2013 7:30AM
2 12/18/2013 7:00AM
3 12/19/2013 7:00AM
4 12/20/2013 7:00AM
5 12/21/2013 8:00AM
6 12/22/2013 8:00AM
7 12/23/2013 5:00PM
8 12/24/2013 4:00 PM
9 12/25/2013 7:00AM
10 12/26/2013 8:00AM
11 12/27/2013 12:00 PM
12 12/28/2013 5:00AM
13 12/29/2013 8:00AM
14 12/30/2013 12:00 PM
15 12/31 /2013 8:00AM
16 1/1/2014 8:00AM
17 1/2/2014 8:00AM
18 1/3/2014 9:00AM
19 1/4/2014 7:00AM
20 1/5/2014 8:00AM
21 1/6/2014 8:00AM
22 1/7/2014 5:00PM
23 1/8/2014 5:00PM
24 1/9/2014 5:00PM
25 1/10/2014 8:00AM
26 1/11/2014 7:00AM
27 1/12/2014 8:00AM
28 1/13/2014 8:00AM
29 1/14/2014 8:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSO I #B-3
12/17/2013 L inear Feet: 300 -------------------------
L inear Feet; -------------------------L inear Feet:
Section Temp Temp Temp Temp
#
82 80 86 84
88 86 90 89
99 98 100 95
111 110 113 108
118 11 4 118 11 6
124 116 120 121
126 120 124 126
130 126 129 133
134 130 134 138
136 135 139 141
140 141 142 145
143 145 145 148
145 146 148 156
148 149 152 154
150 152 155 158
152 155 161 161
155 158 163 165
150 155 154 156
156 158 156 154
159 156 158 158
162 155 159 159
160 152 165 163
159 150 163 160
155 149 168 158
152 148 158 157
149 148 155 156
148 145 154 152
146 144 150 150
144 143 148 150
Turned Service
Provider
Built
Turned
· Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Constru-ction D ate(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 1/10/2014 8:00AM
2 1/11 /2014 7:00AM
3 1/12/2014 8:00AM
4 1/13/2014 8:00AM
5 1/14/2014 8:00AM
6 1/15/2014 12:00 PM
7 1/16/2014 5:00PM
8 1/17/2014 8:00AM
9 1/18/2014 7:00AM
10 1/19/2014 3:00PM
11 1/20/2014 8:00AM
12 1/21/2014 8:00AM
13 1/22/2014 8:00AM
14 1/23/2014 5:00PM
15 1/24/2014 12:00 PM
16 1/25/2014 12:00 PM
17 1/26/2014 5:00PM
18 1/27/2014 12:00 PM
19 1/28/2014 5:00PM
20 1/29/2014 5:00PM
21 1/30/2014 5:00PM
22 1/31/2014 8:00PM
23 2/1/2014 7:00AM
24 2/2/2014 8:00AM
25 2/3/2014 5:00 PM
26 2/4/2014 5:00PM
27 2/5/2014 8:00AM
28 2/6/2014 5:00 PM
EASTERN COMPOST, LLC
8487 Bauleboro-Leggett Road
P .O.Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON #B-4
1/10/2014 Linear Feet; 300 --------------------------Linear Feet; --------------------------Linear Feet:
Section Temp Temp Temp Temp
#
92 94 95 92
96 97 99 96
100 101 104 102
104 104 108 106
110 109 114 109
122 121 11 9 117
129 128 128 126
138 135 134 133
144 139 138 139
149 145 144 142
155 149 146 146
158 155 151 149
153 160 156 152
160 162 158 155
158 165 163 160
155 160 165 165
150 159 161 160
152 156 158 159
154 154 155 154
151 151 152 152
148 150 150 155
146 148 147 151
149 144 145 148
144 142 141 144
145 140 142 141
144 141 140 142
142 138 139 139
140 137 141 136
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Date
1/10/2014
1/11/2014
1/12/2014
1/13/2014
1/14/2014
1/15/2014
1/16/2014
1/17/2014
1/18/2014
1/19/2014
1/20/2014
1/21/2014
1/22/2014
1/23/2014
1/24/2014
1/25/2014
1/26/2014
1/27/2014
1/28/2014
1/29/2014
1/30/2014
1/31/2014
2/1/2014
2/2/2014
2/3/2014
2/4/2014
2/5/2014
2/6/2014
Secll:ion #L
Secll:i.on #2;
Section #3;
Time
8:00AM
7:00AM
8:00AM
8:00AM
8:00AM
12:00 PM
5:00PM
8:00AM
7:00AM
3:00PM
8:00AM
8:00AM
8:00AM
5:00PM
12:00 PM
12:00 PM
5:00PM
12:00 PM
5:00PM
5:00PM
5:00PM
8:00PM
7:00AM
8:00AM
5:00PM
5:00PM
8:00AM
5:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
W ILSON #B-4
1/10/2014 Linear Feet; 300 ------------- -------------
L inear Feet: --------------------------L inear Feet: --------------------------
Section Temp Temp Temp Temp
#
92 94 95 92
96 97 99 96
100 101 104 102
104 104 108 106
110 109 114 109
122 121 119 117
129 128 128 126
138 135 134 133
144 139 138 139
149 145 144 142
155 149 146 146
158 155 151 149
153 160 156 152
160 162 158 155
158 165 163 160
155 160 165 165
150 159 161 160
152 156 158 159
154 154 155 154
151 151 152 152
148 150 150 155
146 148 147 151
149 144 145 148
144 142 141 144
145 140 142 141
144 141 140 142
142 138 139 139
140 137 141 136
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
EASTERN COMP OST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Construction Date(s):
WILSOM #B-5
Section #1: 2/i /2014 Linear Feet: 300 --------------------------
Secti.on #2: Linear Feet: -------------
Secti.on #3: Linear Feet:
Cycle Date Time Section Temp Temp Temp Temp
Day #
1 2/7/2014 8:00AM 90 91 92 94
2 2/8/2014 12:00 PM 94 93 94 96
3 2/9/2014 8:00AM 100 98 99 101
4 2/10/2014 3:00PM 103 106 106 108
5 2/11 /2014 12:00 PM 109 114 114 11 2
6 2/12/2014 5:00PM 118 120 121 122
7 2/13/2014 8:00AM 128 130 131 132
8 2/14/2014 8:00AM 133 136 137 138
9 2/15/2014 7:00AM 140 144 145 146
10 2/16/2014 5:00PM 145 148 149 150
11 2/17/2014 8:00AM 148 152 154 155
12 2/18/2014 12:00 PM 152 153 157 158
13 2/19/2014 8:00AM 155 156 160 161
14 2/20/2014 5:00PM 161 162 164 163
15 2/21 /2014 8:00AM 164 165 162 160
16 2/22/2014 12:00 PM 159 160 158 157
17 2/23/2014 12:00 PM 156 158 155 154
18 2/24/2014 7:00AM 152 154 152 151
19 2/25/2014 8:00AM 149 152 150 148
20 2/26/2014 8:00AM 152 154 153 152
21 2/27/2014 12:00 PM 150 155 155 155
22 2/28/2014 8:00AM 148 149 152 154
23 3/1/2014 5:00PM 146 152 150 152
24 3/2/2014 7:00AM 144 150 151 150
25 3/3/2014 7:00AM 142 149 149 148
26 3/4/2014 10:00 AM 140 144 146 145
27 3/5/2014 8:00AM 138 142 144 142
28 3/6/2014 12:00 PM 138 140 142 140
29 317/2014 5:00PM 137 138 139 136
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row C onstm cti.on Datt:e(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 2/21 /2014 5:00 PM
2 2/22/2014 8:00AM
3 2/23/2014 12:00 PM
4 2/24/2014 12:00 PM
5 2/25/2014 8:00AM
6 2/26/2014 8:00AM
7 2/27/2014 12:00 PM
8 2/28/2014 8:00AM
9 3/1/2014 5:00 PM
10 3/2/2014 7:00AM
11 3/3/2014 7:00AM
12 3/4/2014 8:00AM
13 3/5/2014 8:00AM
14 3/6/2014 12:00 PM
15 317/2014 5:00 PM
16 3/8/2014 8:00AM
17 3/9/2014 12:00 PM
18 3/10/2014 5:00 PM
19 3/11 /2014 7:00AM
20 3/12/2014 12:00 PM
21 3/13/2014 5:00 PM
22 3/14/2014 8:00AM
23 3/15/2014 8:00AM
24 3/16/2014 12:00 PM
25 3/17/2014 7:00 PM
26 3/18/2014 5:00PM
27 3/19/2014 8:00AM
28 3/20/2014 8:00AM
29 3/21/2014 7:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 4-60
Batdeboro, North Carolina 27809
DAILY OP ERATION RECORD
VVILSON #B-6
2/21/2014 Linear Feet: 300 ---------------------------
Linear Feet: ---------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
90 91 92 91
94 93 95 94
98 99 99 99
105 108 109 111
114 115 118 119
119 120 122 125
128 124 129 131
136 138 139 138
139 141 142 144
145 145 147 148
150 151 153 156
154 157 158 160
161 162 163 163
163 165 165 165
165 160 161 161
159 158 157 155
158 155 154 152
151 150 151 148
147 148 146 145
144 146 144 142
142 142 141 140
140 140 138 137
136 139 137 135
140 142 140 141
139 138 137 142
136 135 134 138
134 136 132 135
132 135 133 134
131 132 131 132
Turned Servi ce
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 3/10/2014 5:00PM
2 3/11/2014 7:00AM
3 3/12/2014 12:00 PM
4 3/13/2014 5:00PM
5 3/14/2014 8:00AM
6 3/15/2014 8:00AM
7 3/16/2014 12:00 PM
8 3/17/2014 7:00AM
9 3/18/2014 5:00PM
10 3/19/2014 8:00AM
11 3/20/2014 8:00AM
12 3/21 /201 4 7:00AM
13 3/22/2014 12:00 PM
14 3/23/2014 8:00AM
EAST ERN COMP OST, LLC
84-87 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
'VILSON #B-7
3/10/2014 Linear Feet: 300 ---------------------------Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
90 91 92 93
95 94 95 97
99 100 104 105
104 106 110 111
109 112 115 119
119 120 125 128
128 128 131 134
135 136 137 140
141 142 144 145
142 143 145 147
144 .146 148 149
148 149 152 155
154 154 155 158
160 161 102 163
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
EASTERN COMP OST, LLC
8487 lBatll:leboro-L eggett Road
P.O. Box 4-60
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Construction Date(s):
WILSON #B-8
Section #L 3/27/2014 Linear Feet: 300 ---------------------------
Section #2: Linear Feet: -------------
Section #3: Linear Feet:
Cycl e Date Ti me Section Temp Temp Temp Temp
Day #
1 3/27/2014 11:00 AM 90 92 91 92
2 3/28/2014 7:00AM 93 95 94 95
3 3/29/2014 8:00AM 97 99 98 99
4 3/30/2014 8:00AM 103 102 105 100
5 3/31/2014 5:00 PM 106 104 108 98
6 4/1/2014 8:00AM 111 109 114 102
7 4/2/2014 8:00AM 116 114 116 109
8 4/3/2014 12:00 PM 119 11 8 120 11 3
9 4/3/2014 7:00AM 127 120 122 117
10 4/4/2014 5:00 PM 126 124 126 122
11 4/5/2014 5:00 PM 130 128 131 127
12 4/6/2014 8:00AM 132 131 133 130
13 4/7/2014 8:00AM 135 139 136 134
14 4/8/2014 5:00 PM 138 139 140 138
15 4/9/2014 12:00 PM 141 142 143 141
16 4/10/2014 8:00AM 144 145 146 144
17 4/11 /2014 8:00AM 146 147 148 147
18 4/12/2014 12:00 PM 150 151 152 149
19 4/13/2014 1:00 PM 157 153 155 154
20 4/14/2014 6:00 PM 155 156 157 158
21 4/15/2014 8:00AM 158 159 160 161
22 4/16/2014 8:00AM 156 156 158 160
23 4/17/2014 12:00 PM 154 155 156 158
24 4/18/2014 5:00 PM 153 152 155 754
25 4/19/2014 7:00AM 151 150 152 151
26 4/20/2014 8:00AM 150 149 150 152
27 4/21 /2014 12:00 PM 149 147 148 148
28 4/22/2014 5:00PM 146 145 146 145
29 4/23/2014 7:00AM 144 144 142 149
Turned Servi ce
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
EASTERN COMPOST, LLC
84-87.1Batdeboro-Leggett Road
P.O. Box 460
Battleboro, North CaroHna 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Construction Date{s):
WILSON HC-1
Section #1: 3/27/2014 Linear Feet: 300 ---------------------------Section #2: Linear F eet: -------------Section #3: Linear Feet:
Cycle Date Time Section Temp Temp Temp Temp
Day #
1 3/27/2014 11 :00 AM 88 90 91 90
2 3/28/2014 7:00AM 89 92 94 96
3 3/29/2014 8:00AM 92 94 96 98
4 3/30/2014 8:00 AM 98 98 100 106
5 3/31/2014 5:00PM 105 104 110 111
6 4/1/2014 8:00AM 108 109 118 116
7 4/2/2014 8:00AM 112 114 121 119
8 4/3/2014 12:00 PM 116 118 124 122
9 4/4/2014 5:00PM 120 120 126 125
10 4/5/2014 5:00 PM 126 125 130 130
11 4/6/2014 8:00AM 131 128 135 133
12 4/7/2014 8:00AM 133 131 138 138.
13 4/8/201 4 5:00PM 136 134 140 144
14 4/9/2014 12:00 PM 140 139 141 146
15 4/10/2014 8:00AM 142 147 148 149
16 4/11/2014 8:00AM 144 145 150 152
17 4/12/2014 12:00 PM 150 148 152 156
18 4/13/201 4 1:00PM 152 151 156 159
19 4/14/2014 6:00PM 155 155 159 163
20 4/15/2014 8:00AM 158 161 162 160
21 4/16/2014 8:00AM 155 162 160 159
22 4/17/2014 12:00 PM 152 158 154 155
23 4/18/2014 5:00PM 150 155 153 152
24 4/19/2014 7:00AM 148 149 152 150
25 4/20/2014 8:00AM 146 144 150 151
26 4/21/2014 12:00 PM 144 142 152 148
27 4/22/2014 5:00PM 141 145 147 146
28 4/23/2014 7:00AM 140 143 144 146
29 4/24/2014 8:00AM 143 141 142 144.
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s};
Section #L
Section #2:
Section #3:
Cycle Date Time
Day ..
1 4/24/2014 8:00AM
2 4/25/2014 7:00AM
3 4/26/2014 8:00AM
4 4/27/2014 7:00AM
5 4/28/2014 12:00 PM
6 4/29/2014 1:00PM
7 4/30/2014 3:00PM
8 5/1/2014 8:00AM
9 5/2/2014 7:00AM
10 5/3/2014 5:00PM
11 5/4/2014 7:00AM
12 5/5/2014 8:00AM
13 5/6/2014 7:00AM
14 5/7/2014 8:00AM
15 5/8/2014 9:00AM
16 5/9/2014 12:00 AM
17 5/10/2014 12:00 PM
18 5/11/2014 7:00AM
19 5/12/2014 8:00AM
20 5/13/201 4 5:00PM
21 5/14/2014 8:00AM
22 5/15/2014 7:00AM
23 5/16/2014 8:00AM
24 5/17/2014 8:00AM
25 5/18/2014 7:00AM
26 5/19/2014 7:00AM
27 5/20/2014 10:00 AM
28 5/21 /2014 11:00 AM
29 5/22/2014 5:00PM
EASTERN COMPOST, LLC
84-87 Battleboro-Leggeu Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON HC-2H
4-/24/2014 Linear Feet: 300 ---------------------------Linear Feet; --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
90 91 88 90
92 93 91 93
95 95 93 94
96 98 97 98
99 104 102 103
105 107 108 107
109 111 109 110
112 113 111 113
114 116 117 117
118 120 121 122
122 123 124 125
125 124 126 127
127 129 129 131
132 133 134 135
135 136 137 138
142 139 140 144
145 144 146 148
149 149 150 154
155 153 154 156
158 159 157 160
161 162 161 163
163 160 163 160
157 156 158 158
155 154 152 154
153 152 150 153
151 150 148 149
150 148 146 148
148 146 144 145
144 142 141 142
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Constmction Date(s):
WILSON HC-4
Section #1: 5/23/2014 Linear F eet: 300 --------------------------
Section #2: Linear Feet: -------------
Section #3: Linear F eet:
Cycle Date Time Section Temp Temp Temp Temp
Day #
1 5/23/2014 5:00PM 90 91 87 89
2 5/24/2014 8:00AM 91 93 91 97
3 5/25/2014 7:00AM 96 98 97 98
4 5/26/2014 12:00 PM 102 104 104 105
5 5/27/2014 3:00PM 106 108 110 111
6 5/28/2014 5:00PM 112 113 114 115
7 5/29/2014 8:00AM 116 117 119 118 .
8 5/30/2014 8:00AM 121 121 123 124
9 5/31 /2014 7:00AM 124 124 125 126
10 6/1/2014 8:00AM 128 129 131 137
11 6/2/2014 7:00AM 133 134 136 138
12 6/3/2014 8:00AM 140 141 145 148
13 6/4/2014 7:00AM 144 143 147 151
14 6/5/2014 5:00PM 148 149 151 155
15 6/6/2014 8:00PM 154 152 156 159
16 6/7/2014 8:00PM 160 160 163 165
17 6/8/2014 12:00 PM 163 162 165 164
18 6/9/2014 5:00 PM 160 163 162 163
19 6/10/2014 8:00AM 163 160 158 159
20 6/11/2014 7:00AM 158 156 155 154
21 6/12/2014 8:00AM 155 154 154 152
22 6/13/2014 8:00AM 154 157 149 150
23 6/14/2014 5:00PM 157 151 147 151
24 6/15/2014 5:00PM 150 154 148 148
25 6/16/2014 5:00PM 140 157 150 147
26 6/17/2014 12:00 PM 146 150 151 143
27 6/18/2014 7:00AM 145 151 148 142
28 6/19/2014 5:00PM 143 148 146 140
29 6/20/2014 8:00AM 141 146 144 141
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 5/30/2014 8:00 AM
2 5/31 /2014 7:00AM
3 6/1/2014 8:00AM
4 6/2/2014 7:00AM
5 6/3/2014 8:00AM
6 6/4/2014 7:00AM
7 6/5/2014 5:00PM
8 6/6/2014 8:00AM
9 617/2014 8:00AM
10 6/8/2014 12:00 PM
11 6/9/2014 5:00PM
12 6/10/2014 8:00AM
13 6/11/2014 7:00AM
14 6/12/2014 8:00AM
15 6/13/2014 8:00AM
16 6/14/2014 5:00PM
17 6/15/2014 5:00PM
18 6/16/2014 5:00PM
19 6/17/2014 12:00 PM
20 6/18/2014 7:00AM
21 6/19/2014 5:00AM
22 6/20/2014 8:00AM
23 6/21/2014 12:00 PM
24 6/22/2014 12:00 PM
25 6/23/2014 8:00AM
26 6/24/2014 7:00AM
27 6/25/2014 5:00PM
28 6/26/2014 8:00AM
29 6/27/2014 12:00 PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Cawlina 27809
DAILY OPERATION RECORD
WILSON HC-5
5/30/2014 Linear Feet; 300 --------------------------
Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
89 87 86 88
97 90 91 92
96 94 95 97
99 98 101 104
102 100 104 105
104 103 102 103
111 112 109 113
110 118 115 110
120 122 120 122
125 127 126 128
133 131 130 135
138 136 134 139
140 141 139 144
144 144 147 146
146 145 144 149
145 149 148 152
149 152 151 150
152 154 153 153
154 155 156 156
158 159 161 160
160 161 162 163.
163 163 160 161
161 160 158 158
158 161 159 155
155 158 155 153
150 155 152 151
151 150 149 150 .
148 147 146 148
146 144 144 146
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Tu~ned
Turned
Turned
Turned
EASTERN COMP OST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Construction Date{s):
WILSON HC-6
Secll:ion #L 6/5/2014 Linear Feet: 300 --------------------------
Section #2: Linear Feet: -------------
Section #3: Linear Feet:
Cycle Date Time Section Temp Temp Temp Temp
Day #
1 6/5/2014 5:00 PM 88 90 89 92
2 6/6/2014 8:00AM 91 92 92 93 .
3 6/7/2014 8:00AM 94 94 95 96
4 6/8/2014 12:00 PM 99 98 99 101
5 6/9/2014 5:00PM 104 103 105 107
6 6/10/2014 8:00AM 109 108 109 112
7 6/11/2014 7:00AM 110 112 113 114
8 6/12/2014 8:00AM 114 115 116 118
9 6/13/2014 8:00AM 119 120 122 124
10 6/14/2014 5:00PM 125 123 125 127
11 6/15/2014 5:00PM 129 127 130 133
12 6/16/2014 5:00PM 135 136 139 141
13 6/17/2014 12:00 PM 141 142 145 145
14 6/18/2014 7:00AM 148 149 151 152
15 6/19/2014 5:00PM 155 156 155 156
16 6/20/2014 8:00AM 158 154 156 158
17 6/21/2014 12:00 PM 161 159 158 162
18 6/22/2014 12:00 PM 162 163 160 161
19 6/23/2014 8:00AM 158 159 157 160 .
20 6/24/2014 7:00AM 155 150 155 159
21 6/25/2014 5:00PM 156 154 158 156
22 6/26/2014 8:00AM 154 150 149 150
23 6/27/2014 12:00 PM 150 148 146 148
24 6/28/2014 8:00AM 148 148 144 145
25 6/29/2014 5:00PM 145 144 142 143
26 6/30/2014 8:00AM 142 141 140 141
27 7/1/2014 4:00PM 140 142 142 143
28 7/2/2014 8:00AM 142 139 140 141
29 7/3/2014 12:00 PM 138 136 136 135
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Constmction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
6/17/2014
6/18/2014
6/19/2014
6/20/2014
6/21/2014
6/22/2014
6/23/2014
6/24/2014
6/25/2014
6/26/2014
6/27/2014
6/28/2014
6/29/2014
6/30/2014
7/1/2014
7/2/2014
7/3/2014
7/4/2014
7/5/2014
7/6/2014
7/7/2014
7/8/2014
7/9/2014
7/10/2014
7/1112014
7/12/2014
7/13/2014
7/14/2014
7/15/2014
Section #1:
Secti.on #2;
Secti.on #3:
Time
12:00 PM
7:00AM
5:00PM
8:00AM
12:00 PM
12:00 PM
8:00AM
7:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
5:00PM
8:00AM
7:00AM
8:00AM
12:00 PM
8:00AM
7:00AM
5:00PM
12:00 PM
8:00AM
7:00AM
5:00PM
12:00 PM
12:00 PM
7:00AM
7:00AM
8:00AM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P .O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON C-7
6/17/2014-Linear Feet: 300 ---------------------------
Lin ear Feet; ---------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
91 90 92 93
95 99 99 99
99 106 106 109
107 111 109 116
110 116 114 123
118 120 120 127
125 126 124 131
127 129 127 139
129 131 129 133
131 134 135 140
134 136 139 142
136 139 141 144
140 142 145 140
147 144 147 149
144 146 149 152
147 149 157 155
151 152 155 158
152 155 159 158
155 158 163 162
161 162 161 159
163 163 160 161
159 158 157 157
158 155 155 155
156 154 152 151
149 152 150 149
148 150 147 140
145 148 144 144
142 145 142 142
140 141 140 138
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Dal:e(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 7/10/2014 5:00 PM
2 7/11/2014 12:00 PM
3 7/12/2014 12:00 PM
4 7/13/2014 7:00AM
5 7/14/2014 7:00 AM
6 7/15/2014 8:00AM
7 7/16/2014 8:00 AM
8 7/17/2014 12:00 PM
9 7/18/2014 5:00 PM
10 7/19/2014 7:00AM
11 7/20/2014 12:00 PM
12 7/21/2014 8:00 AM
13 7/22/2014 1:00PM
14 7/23/2014 12:00 PM
15 7/24/2014 8:00AM
16 7/25/2014 5:00PM
17 7/26/2014 7:00 AM
18 7/27/2014 8:00AM
19 7/28/2014 7:00AM
20 7/29/2014 8:00AM
EASTERN COMPOST, LLC
8487 Battleboro-L eggett Road
P.O. Box460
Bauleboro, North Carolina 27809
DAILY OPERATION RECORD
WILSON C8
7/10/2014 Linear F eet; 300 ---------------------------L inear Feel:: ---------------------------L inear F eet:
Section Temp Temp Temp Temp
#
91 90 91 99
93 92 93 102
96 98 98 104
101 102 104 106
104 104 105 109
108 106 109 109
111 108 119 110
114 110 114 114
116 114 118 117
11 9 117 122 120
122 121 126 122
125 123 129 129
128 120 124 127
131 137 137 129
136 138 144 136
141 144 146 141
148 149 151 148
151 155 154 154
155 157 158 157
161 162 163 160
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 7/21/2014 8:00AM
2 7/22/2014 1:00PM
3 7/23/2014 12:00 PM
4 7/24/2014 8:00AM
5 7/25/2014 5:00PM
6 7/26/2014 7:00AM
7 7/27/2014 8:00AM
8 7/28/2014 7:00AM
9 7/29/2014 7:00AM
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O .. Box 4-60
Bau leboro, North Carolina 27809
DAILY OPERATION RECORD
W ILSON C-9
7/21/2014 Linear Feet; 300 ----------------------------
Linear Feet: ----------------------------Linear Feet:
Section Temp Temp Temp Temp
#
90 91 92 89
92 93 95 93
96 97 99 96
102 104 106 100
106 108 11 0 106
111 113 114 11 1
115 116 118 117
11 9 . 121 122 120
125 126 128 129
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 7/21/2014 8:00AM
2 7/22/2014 1:00PM
3 7/23/2014 12:00 PM
4 7/24/2014 8:00AM
5 7/25/2014 5:00PM
6 7/26/2014 7:00AM
7 7/27/2014 8:00AM
8 7/28/2014 7:00AM
9 7/29/2014 7:00AM
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
EASTERN COMPOST, LLC
8487 Baulelboro-Leggett Road
P.O. Box 4-60
JBaulelboro, North Carolina 27809
DAILY OPERATION RECORD
RALEIGH -THAMMY
4-/21/2014 Linear Feet: 300 ----------------------------Linear Feet: --------------------------~ Linear Feet:
Section Temp Temp Temp Temp
#
90 92 90 91
95 94 93 94
97 97 96 98
101 102 100 102
104 106 104 105
109 109 107 109
113 113 110 112
116 115 114 115
119 120 119 121
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
COMPOST ROW NO.
R ow Construction Date(s):
Section #1 :
Section #2:
Section #3:
Cycle Date Time
Day
1 5/24/2014 8:00AM
2 5/25/2014 7:00AM
3 5/26/2014 12:00 PM
4 5/27/2014 3:00PM
5 5/28/2014 5:00PM
·6 5/29/2014 8:00AM
7 5/30/2014 8:00AM
. 8 5/31/2014 7:00AM
9 6/1/2014 8:00AM
10 6/2/2014 7:00AM
11 6/3/2014 8:00AM
12 6/4/2014 7:00AM
13 6/5/2014 5:00PM
14 6/6/2014 8:00AM
15 6/7/2014 8:00AM
16 6/8/2014 12:00 PM
17 6/9/2014 5:00PM
18 6/10/2014 8:00AM
19 6/11/2014 7:00AM
20 6/12/2014 8:00AM
21 6/13/2014 8:00AM
22 6/14/2014 5:00PM
23 6/15/2014 5:00PM
24 6/16/2014 5:00PM
25 6/17/2014 12:00 PM
26 6/18/2014 7:00AM
27 6/19/2014 5:00PM
28 6/20/2014 8:00AM
29 6/21/2014 12:00 PM
EASTERN COMPOST, LLC
8487 Battlebor o-Leggett Road
P.O. Box460
Battleboro, North Carolim 27809
DAILY OPERATION RECORD
RALEIGH THAMMY
5/24/2014 Linear F eet: 300 --------------------------
L inear F eet: --------------------------
Linear F eet;
Section Temp Temp Temp Temp
#
85 87 88 89
90 92 91 94
97 94 95 96
95 96 97 99
97 99 100 104
99 101 103 103
104 105 104 105
107 108 106 107
109 110 110 112
110 113 114 115
118 120 119 126
128 126 128 133
130 138 139 141
144 145 148 148
149 150 152 156
150 157 158 162
163 164 162 165
160 162 161 160
158 160 157 158
162 163 161 160
100 160 163 103
155 159 160 157
154 158 157 154
152 154 155 151
150 152 154 150
148 150 152 148
148 151 150 145
145 148 149 141
143 144 147 142
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
6/22/2014
6/23/2014
6/24/2014
6/25/2014
6/26/2014
6/27/2014
6/28/2014
6/29/2014
6/30/2014
7/1/2014
7/2/2014
7/3/2014
7/4/2014
7/5/2014
7/6/2014
7/7/2014
7/8/2014
7/9/2014
7/10/2014
7/11/2014
7/12/2014
7/13/2014
7/14/2014
7/15/2014
7/16/2014
7/17/2014
7/18/2014
7/19/2014
7/20/20 14
Section #1:
Section #2;
Section #3:
Time
12:00 PM
8:00AM
7:00AM
5:00 PM
8:00AM
12:00 PM
8:00AM
5:00PM
8:00AM
7:00AM
8:00AM
12:00 PM
8:00AM
7:00AM
5:00PM
12:00 AM
8:00AM
7:00AM
5:00PM
12:00 PM
12:00 PM
7:00AM
7:00AM
8:00AM
8:00AM
12:00 PM
5:00PM
7:00AM
12:00 PM
EASTERN COMPOST, LLC
8487 Battleb oro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
RALEIGH THAMMY
6/22/2014-Linear Feet; 300 --------------------------
Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
90 91 92 93
95 92 94 98
99 96 97 99
104 101 99 105
108 107 104 107
112 111 108 11 2
114 115 112 116
117 119 114 11 8
121 129 118 122
123 126 122 125
125 129 128 128
128 131 133 132
133 136 134 136
138 140 140 141
144 145 143 145
148 147 145 148
152 149 148 151
150 152 151 153
159 155 154 155
162 161 158 159
163 163 161 162
159 159 163 164
154 155 159 160
155 153 154 157
152 157 157 155
150 150 155 154
154 148 158 153
150 151 155 155
151 149 152 150
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Da1te(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
5/24/2014
5/25/2014
5/26/2014
5/27/2014
5/28/2014
5/29/2014
5/30/2014
5/31 /2014
6/1/2014
6/2/2014
6/3/2014
6/4/2014
6/5/2014
6/6/2014
6/7/2014
6/8/2014
6/9/2014
6/10/2014
6/11/2014
6/12/2014
6/13/2014
6/14/2014
6/15/2014
6/16/2014
6/17/2014
6/18/2014
6/19/2014
6/20/2014
6/21 /2014
Secll:ion #L
Section #2:
Secti.on #3:
Time
8:00AM
7:00AM
12:00 PM
3:00PM
5:00PM
8:00AM
8:00AM
7:00AM
8:00AM
7:00AM
8:00AM
7:00AM
5:00PM
8:00AM
8:00AM
12:00 PM
5:00PM
8:00AM
7:00AM
8:00AM
8:00AM
5:00PM
5:00PM
5:00PM
12:00 PM
7:00 AM
5:00PM
8:00 AM
12:00 PM
EASTERN COMPOST, LLC
84-87 Battleboro-L eggeu Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
RALEIGH THAMMY
5/24-/2014-Linear Feet; 300 --------------------------
Linear Feet; --------------------------
Linear Feet;
Section Temp Temp Temp Temp
#
85 87 88 89
90 92 91 94
92 94 95 96
95 96 97 99
97 99 100 104
99 101 103 103
104 105 104 105
107 108 106 107
109 110 110 112
110 113 114 165
118 120 119 126
128 126 128 133
136 138 139 141
144 145 148 148
149 150 152 156
150 157 158 162
163 164 162 165
160 162 161 160
158 160 157 158
162 163 161 160
160 160 103 163
158 159 163 157
154 158 157 154
152 154 155 151
150 152 154 159
148 150 152 148
148 151 150 145
145 148 149 141
143 144 147 142
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
,-
COMPOST ROW NO.
Row Coi1struction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
4/25/2014
4/26/2014
4/27/2014
4/28/2014
4/29/2014
4/30/2014
5/1/2014
5/2/2014
5/3/2014
5/4/2014
5/5/2014
5/6/2014
5/7/2014
5/8/2014
5/9/2014
5/10/2014
5/11/2014
5/12/2014
5/13/2014
5/14/2014
5/15/2014
5/16/2014
5/17/2014
5/18/2014
5/19/2014
5/20/2014
5/21 /2014
5/22/2014
5/23/2014
Section #L
Section #2:
Section #3:
Time
7:00AM
8:00AM
7:00AM
12:00 PM
1:00PM
3:00PM
8:00AM
7:00AM
5:00PM
7:00AM
8:00AM
7:00AM
8:00AM
9:00AM
12:00 PM
12:00 PM
7:00AM
8:00AM
5:00PM
5:00PM
8:00AM
7:00AM
8:00AM
8:00AM
7:00 AM
9:00AM
10:00 AM
11:00 AM
5:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
RALEIGH-THAMMY
4/25/2014 Linear Feet: 300 --------------------------
Linear Feet: ------------- -------------
Linear Feet:
Section Temp Temp Temp Temp
#
80 85 88 84
88 90 91 92
92 93 94 ~5
96 95 96 98
100 99 102 104
106 105 104 108
112 110 111 114
116 115 118 119
120 121 125 124
125 124 126 127
130 129 131 132
138 135 136 138
142 140 141 144
145 146 147 148
149 150 152 154
154 156 156 158
156 158 159 161
162 163 162 164
160 161 163 160
158 156 159 157
156 154 157 155
152 152 152 153
150 159 151 151
148 147 146 147
140 145 144 143
144 147 141 140
142 143 142 143
140 140 141 141
141 142 143 144
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
r
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
6/21/2013
6/22/2013
6/23/2013
6/24/2013
6/25/201 3
6/26/2013
6/27/2013
6/28/2013
6/29/2013
6/30/2013
7/1/2013
7/2/2013
7/3/2013
7/4/201 3
7/5/2013
7/6/2013
7/7/2013
7/8/2013
7/9/2013
7/10/2013
7/11/2013
7/12/2013
7/13/20 13
7/14/2013
7/15/2013
7/16/2013
7/17/2013
7/18/2013
7/19/2013
Section #L
Section #2;
Section #3;
Time
8:00AM
3:00 PM
8:00AM
7:30AM
7:00AM
8:00AM
5:00PM
5:30PM
6:00PM
8:00AM
8:00AM
9:00AM
8:00AM
12:00 PM
8:00AM
5:00PM
5:30 PM
7:00AM
8:00AM
9:00AM
8:00AM
7:00AM
8:00AM
12:00 PM
8:00AM
5:00PM
8:00AM
7:00AM
12:00 PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMY#lA
6/21/2013 Linear Feet: 300 --------------------------Linear Feet: --------------------------Linear Feet;
Section Temp Temp Temp Temp
#
102 104 101 103
108 109 106 108
110 113 114 116
107 105 108 105
116 114 112 113
110 109 108 107
118 120 117 116
112 11 5 114 111
119 120 120 121
116 115 117 118
125 124 126 128
120 121 120 124
128 128 130 131
128 126 125 125
134 135 136 134
132 133 134 131
140 141 142 141
138 139 140 138
144 146 148 146
142 144 146 144
148 149 150 152
146 145 148 148
150 148 150 149
152 150 152 154
148 152 150 150
145 148 148 148
142 145 146 144
140 142 144 142
141 140 142 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 4-60
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
COMPOST ROW NO.
Row Construction Date(s):
THAMMY #2A
Section #1: 6/30/2013 Linear Feet: 300 ---------------------------Section #2: Linear Feet: ------------Section #3: Linear Feet:
Cycle Date Time Section Temp Temp Temp Temp
Day #
1 6/30/2013 8:00AM 103 104 102 103
2 7/1/2013 8:00AM 108 109 108 109
3 7/2/2013 9:00AM 105 104 105 105
4 7/3/2013 8:00AM 112 114 115 116
5 7/4/2013 12:00 PM 110 111 112 114
6 7/5/2013 8:00AM 118 116 119 120
7 7/6/2013 5:00PM 116 116 117 116
8 7/7/2013 5:30PM 120 121 124 125
9 7/8/2013 7:00AM 119 119 120 121
10 7/9/2013 8:00AM 125 126 127 128
11 7/10/2013 9:00AM 122 124 125 126
12 7/11/2013 8:00AM 128 128 129 130
13 7/12/2013 7:00AM 135 132 134 138
14 7/13/2013 8:00AM 138 138 140 144
15 7/14/2013 12:00 PM 142 144 145 147
16 7/15/2013 8:00AM 148 149 148 150
17 7/16/2013 5:00PM 152 154 155 156
18 7/17/2013 8:00AM 155 156 158 154
19 7/18/2013 7:00AM 158 154 152 150
20 7/19/2013 12:00 PM 150 151 149 148
21 7/20/2013 8:00AM 148 148 146 145
22 7/21/2013 8:00AM 140 145 144 142
23 7/22/2013 12:00 PM 142 140 141 138
24 7/23/2013 7:00AM 140 138 140 140
25 7/24/2013 7:00AM 142 140 141 142
26 7/25/2013 8:00AM 140 141 142 140
27 7/26/2013 5:00PM 138 139 140 138
28 7/27/2013 7:00AM 140 141 142 144
29 7/28/2013 8:00AM 138 137 138 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 7/11/2013 8:00AM
2 7/12/20 13 7:00AM
3 7/13/2013 8:00AM
4 7/14/2013 12:00 PM
5 7/15/2013 8:00AM
6 7/16/2013 5:00PM
7 7/17/2013 8:00AM
8 7/18/2013 7:00AM
9 7/19/2013 12:00 PM
10 7/20/2013 8:00AM
11 7/21/2013 8:00AM
12 7/22/2013 12:00 PM
13 7/23/2013 7:00AM
14 7/24/2013 7:00AM
15 7/25/2013 8:00AM
16 7/26/2013 5:00PM
17 7/27/2013 7:00AM
18 7/28/2013 8:00AM
19 7/29/2013 7:00AM
20 7/30/2013 12:00 PM
21 7/31/2013 7:00AM
22 8/1/2013 9:00AM
23 8/2/2013 7:00AM
24 8/3/2013 7:00AM
25 8/4/2013 8:00AM
26 8/5/2013 7:00AM
27 8/6/2013 8:00AM
28 8/7/2013 5:00PM
29 8/8/2013 6:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O.. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMY #3A
7/11/2013 Linear Feet: 300 --------------------------Linear Feet: --------------------------L inear Feet:
Section Temp Temp Temp Temp
#
104 105 103 105
105 107 105 108
111 113 110 114
116 114 114 118
120 119 118 122
125 124 126 128
129 128 130 134
132 135 136 138
136 138 140 142
141 . 144 142 144
144 146 144 148
146 148 147 150
150 154 152 155
155 152 148 154
150 148 150 150
148 150 148 147
150 152 151 150
148 148 147 148
146 145 148 146
145 144 142 144
144 142 140 141
142 140 141 138
138 142 142 140
140 140 141 138
134 138 140 141
135 136 138 138
138 139 140 141
136 142 138 136
140 140 140 138
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Dat:e(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
7/23/2013
7/24/2013
7/25/2013
7/26/2013
7/27/2013
7/28/2013
7/29/2013
7/30/2013
7/31 /2013
8/1/2013
8/2/2013
8/3/2013
8/4/2013
8/5/2013
8/6/2013
8/7/2013
8/8/2013
8/9/2013
8/10/2013
8/11/201 3
8/12/2013
8/13/2013
8/14/2013
8/15/2013
8/16/2013
8/17/20 13
8/18/2013
8/19/20 13
8/20/2013
Sect:ion #L
Section #2:
Section #3:
Time
7:00AM
7:00AM
7:00AM
8:00AM
5:00PM
7:00AM
8:00AM
12:00 PM
7:00AM
9:00AM
7:00AM
8:00AM
7:00AM
7:00AM
8:00AM
5:00PM
6:00PM
9:00AM
7:00AM
8:00 AM
5:00PM
7:00AM
7:00AM
12:00 PM
8:00 AM
8:00AM
8:00AM
12:00 PM
5:00 PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett R oad
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
T HAMMY #A.4
7/23/2013 Linear Feet: 300 --------------------------
L inear Feet: --------------------------Linear Feet;
Section Temp Temp Temp Temp
#
100 104 106 100
118 120 122 120
120 127 124 122
125 126 127 126
128 129 130 129
131 132 133 134
137 134 135 136
134 136 134 137
138 138 137 136
142 140 142 142
145 143 140 144
148 145 144 142
150 148 146 145
146 150 150 148
148 152 153 150
132 155 155 154
155 154 157 156
158 156 158 158
155 152 155 154
154 155 152 152
152 150 150 148
150 151 152 140
152 148 148 144
148 146 146 145
146 144 143 145
144 145 140 142
142 142 138 139
140 141 130 140
144 146 142 144
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Section #2:
Section #3:
Cycle Date Time
Day
1 8/1/2013 9:00 AM
2 8/2/2013 7:00 AM
3 8/3/2013 8:00AM
4 8/4/201 3 7:00AM
5 8/5/201 3 7:00 AM
6 8/6/2013 8:00AM
7 8/7/2013 5:00PM
8 8/8/2013 6:00PM
9 8/9/2013 9:00AM
10 8/10/201 3 7:00AM
11 8/11/2013 8:00 AM
12 8/12/2013 5:00PM
13 8/13/2013 7:00AM
14 8/14/2013 7:00AM
15 8/15/2013 12:00 PM
16 8/16/2013 8:00AM
17 8/17/201 3 8:00AM
18 8/18/2013 8:00AM
19 8/19/2013 12:00 PM
20 8/20/2013 5:00 PM
21 8/21/2013 7:30AM
22 8/22/2013 6:00PM
23 8/23/2013 8:00AM
24 8/24/2013 8:00AM
25 8/25/2013 8:00AM
26 8/26/2013 12:00 PM
27 8/27/2013 7:00AM
28 8/28/2013 7:00 AM
29 8/29/201 3 12:00 PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Bauleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMY #AS
8/112013 Linear Feet: 300 ------------- -------------Linear Feet: --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
95 92 96 94
100 101 106 105
110 111 114 112
115 . 116 117 118
120 121 125 124
124 125 128 126
130 131 134 133
135 136 140 141
140 142 144 145
142 144 142 143
145 148 146 147
148 146 144 145
149 149 147 149
150 152 151 153
155 154 154 156
158 158 157 154
160 161 159 158
157 156 155 154
156 150 152 150
154 152 154 152
100 . 162 163 160
156 156 154 154
144 148 145 146
146 150 148 144
150 147 146 145
148 145 144 142
147 142 147 146
145 146 144 144
144 142 140 141
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s);
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
10/4/2013
10/5/2013
10/6/2013
10/7/2013
10/8/201 3
10/9/2013
10/10/2013
10/11/2013
10/12/2013
10/13/2013
10/14/2013
10/15/2013
10/16/2013
10/17/2013
10/18/2013
10/19/2013
10/20/2013
10/21 /2013
10/22/2013
10/23/2013
10/24/2013
10/25/2013
10/26/2013
10/27/2013
10/28/2013
10/29/2013
10/30/2013
10/31 /2013
11/1/2013
Section #L
Secil:ion #2;
Section #3;
Time
12:00 PM
8:00AM
12:00 PM
7:00AM
7:00AM
8:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
5:00PM
7:00AM
12:00 PM
5:00PM
8:00AM
8:00AM
7:00AM
7:00AM
12:00 AM
8:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
7:30AM
8:00AM
8:00AM
8:00AM
8:00AM
EASTERN COMP OST, LLC
8487 Battleboro-Leggett Road
P .O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMYA#6
10/4/2013 Linear Feet; 300 ------------------------~ Linear F eet; --------------------------
Linear F eet;
Section Temp Temp Temp Temp
#
90 91 90 92
96 97 98 100
104 102 106 109
108 107 104 114
112 111 110 118
121 124 119 126
125 124 126 132
132 128 131 138
138 135 136 140
142 138 139 144
150 142 144 148
152 146 146 150
155 149 150 152
158 152 155 156
155 154 154 157
157 156 155 154
152 155 154 156
150 152 158 154
150 150 153 150
148 146 150 148
148 149 148 146
146 147 146 144
144 145 144 142
145 144 147 145
147 144 145 144
144 145 146 146
144 144 145 144
142 143 144 145
143 144 144 143
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Section #1:
Secti.on #2:
Section #3:
Cycle Date Time
Day
1 11/6/2013 8:45AM
2 11/7/201 3 8:45AM
3 11/8/2013 8:45AM
4 11/9/2013 8:45AM
5 11/10/2013 8:45AM
6 11/11/2013 8:45AM
7 11/12/2013 8:45AM
8 11/13/2013 8:45AM
9 11/14/2013 8:45AM
10 11/15/2013 8:45AM
11 11/16/2013 8:45AM
12 11/17/2013 8:45AM
13 11/18/2013 8:45AM
14 11/19/2013 8:45AM
15 11/20/2013 8:45AM
16 11/21/2013 8:45AM
17 11/22/2013 8:45AM
18 11/23/2013 8:45AM
19 11/24/2013 8:45AM
20 11/25/2013 8:45AM
21
22
23
24
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P.O. Box 460
Battleboro, North Carolina 27809
DAILY OP ERATION RECORD
THAMMYA#7
H/6/2013 Linear Feet: 300 ---------------------------
Linear F eet: ---------------------------
Linear Feet: ---------------------------
Section Temp Temp Temp Temp
#
92 90 92 91
96 94 98 94
101 100 105 98
109 104 112 104
114 109 119 110
120 111 125 118
125 11 9 130 125
130 128 134 134
134 138 144 142
140 140 146 145
144 144 149 148
148 146 152 150
152 149 155 154
155 152 156 156
158 155 158 158
155 158 154 155
152 156 150 152
149 152 151 150
146 149 150 148
144 146 148 145
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day ·
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
11/26/2013
11/27/2013
11/28/2013
11/29/2013
11/30/2013
12/1/2013
12/2/2013
12/3/2013
12/4/2013
12/5/201 3
12/6/2013
12/7/2013
12/8/2013
12/9/2013
12/10/2013
12/11/2013
12/12/2013
12/13/2013
12/14/2013
12/15/2013
12/16/2013
12/17/2013
12/18/2013
12/19/2013
12/20/2013
12/21/2013
12/22/2013
12/23/2013
12/24/2013
Section #L
Section #2:
Section #3:
Time
7:00AM
12:00 PM
8:00 AM
7:00AM
8:00AM
8:00AM
5:00PM
8:00AM
5:00PM
8:00AM
8:00AM
12:00 PM
12:00 PM
5:00PM
3:00 PM
10:00 AM
8:00AM
5:00PM
5:00PM
8:00AM
8:00AM
7:30AM
7:00AM
7:00AM
7:00AM
7:00AM
8:00 AM
8:00AM
5:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggeu Road
P .O. Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMYA#8
11/26/2013 Linear Feet: 300 --------------------------
Linear Feet : --------------------------
Linear Feet:
Section Temp Temp Temp Temp
#
90 91 88 89
94 95 92 91
100 102 99 98
105 108 104 103
109 115 111 109
118 122 120 121
128 127 126 127
133 130 131 134
136 134 135 138
141 138 139 142
144 141 142 145
148 145 146 148
152 149 151 153
155 153 154 155
158 156 158 159
149 117 149 148
147 147 146 151
146 150 151 149
144 148 150 146
148 145 147 144
150 143 148 149
148 146 152 152
149 150 150 155
146 148 146 149
144 145 140 147
148 148 146 150
146 146 143 148
145 144 141 145
144 140 140 142
-------------------
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
1/9/201 4
1/10/2014
1/11/2014
1/12/20 14
1/13/20 14
1/14/2014
1/15/2014
1/16/2014
1/17/2014
1/18/2014
1/19/2014
1/20/2014
1/21/2014
1/22/2014
1/23/2014
1/24/2014
1/25/2014
1/26/2014
1/27/2014
1/28/2014
1/29/2014
1/30/2014
1/31/2014
2/1/2014
2/2/2014
2/3/2014
2/4/2014
2/5/2014
2/6/2014
Section #1;
Section #2:
Section #3;
Time
8:00AM
7:00AM
8:00AM
8:00AM
8:00AM
12:00 PM
5:00PM
7:00AM
8:00AM
7:00AM
3:00 PM
8:00AM
8:00AM
8:00AM
5:00PM
12:00 PM
12:00 PM
5:00PM
12:00 PM
3:00 PM
3:00PM
5:00PM
8:00AM
7:00AM
8:00AM
5:00PM
5:00 PM
8:00AM
5:00 PM
EASTERN COMP OST, LLC
8487 Battleboro-Leggett Road
P .O. Box 460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
T HAMMY #A-9
1/9/2()[4 Linear Feet; 300 --------------------------
Linear Feet; --------------------------Linear Feet;
Section Temp Temp Temp Temp
#
85 90 91 89
89 94 95 92
92 96 99 95
94 99 106 96
98 104 109 99
104 107 110 103
114 115 116 11.4
119 121 122 122
125 128 128 128
131 136 136 135
136 142 141 140
140 145 145 143
142 149 148 148
148 153 152 153
146 154 150 151
150 155 154 154
155 161 160 158
160 158 157 160
156 154 155 154
152 151 152 151
149 150 150 151
146 148 147 148
144 145 145 145
142 141 144 142
140 140 142 140
138 142 140 142
136 138 137 140
135 135 135 143
134 134 133 140
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
2/13/2014
2/14/2014
2/15/2014
2/16/2014
2/17/2014
2/18/2014
2/19/2014
2/20/2014
2/21 /2014
2/22/2014
2/23/2014
2/24/2014
2/25/2014
2/26/2014
2/27/2014
2/28/2014
3/1/2014
3/2/2014
3/3/2014
3/4/2014
3/5/2014
3/6/2014
3/7/2014
3/8/2014
3/9/2014
3/10/2014
3/11 /2014
3/12/2014
3/13/2014
Section #L
Section #2:
Section #3:
Time
8:00AM
8:00AM
7:00AM
5:00PM
8:00AM
12:00 PM
8:00AM
5:00PM
8:00AM
12:00 PM
12:00 PM
7:00AM
8:00AM
12:00 PM
12:00 PM
7:00AM
8:00AM
5:00PM
5:00PM
8:00AM
7:00AM
7:00AM
12:00 PM
5:00PM
5:00PM
8:00AM
8:00AM
12:00 PM
3:00PM
EASTERN COMP OST, LLC
8487 Battleboro-Leggett Road
P.O . Box460
Battleboro, North Carolina 27809
DAILY OPERATION RECORD
THAMMY #A-10
2/13/2014 Linear F e.et: 300 ----------------------------Linear Feet: ----------------------------
L inear F eet:
Section Temp Temp Temp Temp
#
88 90 91 92
94 96 97 98
100 102 104 106
106 107 109 110
109 112 114 115
118 120 124 125
126 128 126 131
135 137 139 138
140 142 144 146
145 140 149 148
150 152 155 158
154 156 159 162
160 161 163 160
163 162 161 162
160 164 159 158
158 160 161 156
155 158 158 159
154 155 156 157
156 154 154 155
158 152 151 152
155 150 152 150
154 150 156 154
152 148 152 151
159 146 149 150
151 144 148 148
150 148 149 146
149 150 151 144
148 147 149 140
146 145 147 146
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
COMPOST ROW NO.
Row Construction Date(s):
Cycle
Day
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Date
3/27/2014
3/28/2014
3/29/2014
3/30/2014
3/31 /2014
4/1/2014
4/2/2014
4/3/2014
4/4/2014
4/5/2014
4/6/2014
4/7/2014
4/8/2014
4/9/2014
4/10/2014
4/11/2014
4/12/2014
4/13/2014
4/14/2014
4/15/2014
4/16/2014
4/17/2014
4/18/2014
4/19/2014
4/20/2014
4/21/2014
4/22/2014
4/23/2014
4/24/2014
Section#[;
Section #2:
Section #3:
Time
11:25 AM
7:00AM
8:00AM
8:00AM
5:00PM
8:00AM
8:00AM
12:00 PM
7:00AM
6:00PM
6:00PM
4:00PM
8:00AM
7:00AM
7:00AM
12:00 PM
12:00 PM
8:00AM
8:00AM
8:00AM
12:00 PM
5:00PM
6:00PM
7:00AM
8:00AM
12:00 PM
8:00AM
5:00PM
5:00PM
EASTERN COMPOST, LLC
8487 Battleboro-Leggett Road
P .O. Box 460
Battleboro, Iorth Carolina 27809
DAILY OPERATION RECORD
THAMMY
3/24/2014 Linear Feet: 300 --------------------------
Linear Feet: ------------- -------------
Linear Feet:
Section Temp Temp Temp Temp
#
92 93 91 92
90 91 88 89
91 85 90 91
93 92 94 93
95 96 98 97
100 101 110 100
105 108 114 106
109 114 116 110
112 116 120 115
114 118 122 118
118 120 126 121
120 122 128 124
124 126 134 126
126 130 138 129
129 133 138 139
131 135 140 134
140 138 144 138
142 140 140 141
144 144 149 144
148 146 150 148
150 157 152 151
153 154 154 154
150 150 156 158
151 152 151 152
150 150 150 152
146 159 149 150
144 146 146 148
142 144 145 146
141 143 144 144
Turned Service
Provider
Built
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Turned
Appendix B
Laboratory Results
---:----------
ANALYTICAL CHEMISTS
and BACTERIOLOGISTS
AWrOve<l by State of Ca~fO!TIIa
SOIL CONTROL LAB
Eastern Compost LLC
P.O. Box 1396
Oxford, NC 27565
Attn: Jason Smith
Date Received:
Sample Identification:
Sample 10 #:
Nutrients
Total Nitrogen:
Ammoni~ (NH4-N):
Nitrate ~N03-N):
Org. Nitrogen (Org.-N):
Phosphorus (as P20 5):
Phosphorus (P):
Potassium (as K20 ):
Potassium (K):
Calcium (Ca):
Magnesium (Mg):
Sulfate (S04-S):
Boron (Total B):
Moisture:
Sodium (Na):
Chloride (CI):
pH Value:
Bulk Density :
Carbonates (CaC03):
Conductivity (EC5):
Organic Matter:
Organic Carbon:
Ash:
C/N Ratio
Aglndex
Metals
Aluminum (AI)
Arsenic (As):
Cadmium (Cd):
Chromium (Cr):
Cobalt (Co)
Copper (Cu):
Iron (Fe):
Lead (Pb):
Manganese (Mn):
Mercury (Hg):
Molybdenum (Mo):
Nickel (Ni):
Selenium (Se):
Zinc (Zn):
06 Sep. 13
Course
3090162-1/1
Dry wt. As Rcvd.
2.4 1.0
6200 2700
1.8 0.79
1.8 0.77
2.9 1.3
13000 5500
0.31 0.13
2600 1100
0.82 0.35
0.16 0.070
5200 2200
17 7.4
0 57.3
0.13 0.057
0.082 0.035
NA 7.64
21 48
<0.1 <0.1
9.9 NA
62.1 26.5
29.0 12.0
37.9 16.2
12 12
>10 > 10
Dry wt. EPA Limit
6900 -
2.9 41
< 1.0 39
16 1200
5.1 -
110 1500
43000 -
20 300
260 -
< 1.0 17
3.6 75
11 420
1.8 36
310 2800
units
%
mg/kg
mg/kg
%
%
mg/kg
%
mg/kg
%
%
mg/kg
mg/kg
%
%
%
unit
lb/cu ft
lb/ton
mmhos/cm
%
%
%
ratio
ratio
units
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
TEL: [phone]
FAX: [phone]
www.compostlab.com
Account#: 3090162-1/1-1299
Group: Sep.13 A #18
Reporting Date: September 18, 2013
Stability Indicator: Biologically
C02 Evolution Respirometery Available C
mg C02-C/g OM/day 0.90 1.5
mg C02-C/g TS/day 0.56 0.91
Stability Rating very stable very stable
Maturity Indicator: Cucumber Bioassay
Compost:Vermiculite(v:v) 1:1 1:3
Emergence(%) 100 *
Seedling Vigor(%) 0 NA
Descriptio_n of Plants stunted NA
*Sample volume insufficient for test
Pathogens Results Units Rating
Fecal Coliform < 2.0 MPN/g pass
Salmonella <3 MPN/4g pass
Date Tested: 06 Sep. 13
lnerts %by weight
Plastic < 0.5
Glass < 0.5
Metal < 0.5
Sharps NO
Size & Volume Distribution
MM %by weight %by volume BD glee
>50 0.0 0.0 0.00
25 to 50 0.0 0.0 0.00
16 to 25 7.2 7.1 0.34
9.5 to 16 25.3 25.0 0.34
6.3 to 9.5 23.4 26.8 0.30
4.0 to 6.3 15.6 17.9 0.30
2.0 to 4.0 14.1 14.3 0.34
< 2.0 14.4 8.9 0.55
Bulk Density Description:<.35 Light Materials,
.35-.60 medium weight materials, >.60 Heavy Materials
Analyst Assaf Sadeh
~/6~
*Sample was rece1ved and handled 1n accordance w1th TMECC procedures. /
i
Account No.:
3090162-1/1 -1299
Group: Sep.13 A No. 18
INTERPRETATION:
Is Your Compost Stable?
Respiration Rate
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
·Course
1/1 3090162
Page one of three
0.90 mg C02-C/ +++ gOM~ay ~<~S~ta~b~le------~~~~~~~~~----~u~n-st~ab~~le------~~~~~~~~~------~
Biologically Available Carbo-.,:n.:...~.:B;::A;;:.C:::.~. __ ~~::;::.:.~~~=~~~-------------------------w 1.5 mg C02-C/ +++++ gOM/day ~<~St~aLbl~e------~~~77~~~~----~u~n~s~@~b'-le~----~~~~~~~-c-------i
Is Your Compost Mature?
AmmoniaN/NitrateN ratio
3400 Ratio +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Mature > < · Immature
Ammonia N ppm
6200 mg/kg
dry wt.
Nitrate N ppm
pH value
1.8 mg/kg
dry wt. Immature >!< Mature
7.64 units ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Cucumber Emergence
100.0 percent
Immature
Is Your Compost Safe Regarding Health?
Fecal Coliform
><Mature :>• < bnr!lature
<1000 MPN/gdrywt. ~+<~·.+.<s+ .. ~.+a~.:6~+._+ ________ ~----~----------------~~r.7.~~~~~~--------------~ _ , >I< High Fecal Coliform ... ·
Salmonella
Less than 3 /4g dry wt.
Metals US EPA 503
Pass dry wt.
><One or more Metals Fail
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
5. 7 Percent ++++++++++++++++++++++++++++++++++++++++++++
dry wt. <Low > < Avera e
Aglndex (Nutrients I Sodiumra~n~d~C~h~lo~r~id~e~S~a~lt;;.s~~~~~~~~~~~~~~:-+~~~~~~~~:""':"":~~~~~':"":"'1 15 Ratio
Plant Available Nitrogen (PArN~-:-:~~~E~s;:.;t~im:;;a:;.;t~ed~re;.:l.;;:.ea;;:;s~e~f~o~r.;,;fi;.;rs;.;.t.;;s;;.e;;;.as;;,;o;.;.n.;... ___________________ _,
7 lbs/ton
wetwt.
C/N Ratio
12 Ratio
9.9 mmhos/cm
dry wt.
Lime Content (CaC03)
0 Lbs/ton
dry wt.
What are the physical properties of your compost?
Percent Ash
37.9 Percent I+++++++++++++++++++++++++++++ I
dry wt. t< High Oraanic Matter >I< Average >J< High Ash Content I
Sieve Size%:> 6.3 MM (0.25'r'l~~~~~~~:-:-:~~~~~~:-:-:~-:-:~~~~~:""':"":-:-:~~~~~:-:-:~~~~~~:-:""'2 55.8 Percent l+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++i
dry wt. I All Uses >J<; Siie May Restrict Uses for PottinQ mix and Golf Courses I
,--
Account No.:
3090162 -1/1-1299
Sep.13 A No. 18
. INTERPRETATION:
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
Course
1/1 3090162
/s Your Compost Stable? Page two of three
Respiration Rate
0.90 Low: Good for all uses mg C02-C/g OM/day
The respiration rate is a measurement of the biodegradation rate of the organic matter in the sample (as received).
The respiration rate is determined by measuring the rate at which C02 is released under optimized moisture and
temperature conditions.
Biologically Available Carbon
1.5 Low: Good for all uses mg C02-Cig OM/day .
Biologically Available Carbon (BAC) is a measurement of the rate at which C02 is released under optimized moisture, temperature,
porosity, nutrients, pH and microbial conditions. If both the RR and the BAC test values are close to the same value, the pile is
optimized for composting. If both values are high the compost pile just needs more time. If both values are low the compost has
stabilized and should be moved to curing. BAC test values that are higher than RR indicate that the compost pile has stalled. This
could be due to anaerobic conditions, lack of available nitrogen due to excessive air converting ammonia to the unavailable: nitrate
form, lack of nitrogen or other nutrients due to poor choice of feedstock, pH value out of range, or microbes rendered non-active.
/s Your Compost Mature?
AmmoniaN:NitrateN ratio
3400 immature
Composting to stabilize carbon can occur at such a rapid rate that sometimes phytotoxins remain in
____________ the compost and must be neutralized before using in high concentrations or in high-end uses. This
Ammonia N ppm step is called curing. Typically ammonia is in excess with the break-down of organic materials resulting
..,..,.,,--:::::62::::0::,:0::....__....:i:.:.m:::mc:.:a:..:t::::.ur""e'---in an increase in pH. This combination results in a loss of volatile ammonia (it smells). Once this toxic
Nitrate N ppm ammonia has been reduced and the pH drops, the microbes convert the ammonia to nitrates. A low
1.8 immature ammonia + high nitrate score is indicative of a mature compost, however there are many exceptions. -p-:H..,.-v_a,:,;lu~e:...__....::.:.::..:..:;=.:..::::...--For example, a compost with a low pH (<7) will retain ammonia, while a compost with high fime content
__ _:7...:.6:;...4;__ _ _:m~a~tu::..re:::._ ___ can lose ammonia before the organic fraction becomes stable. Composts must first be stable before
curing indicators apply.
Cucumber Bioassay
100.0 Percent Cucumbers are chosen for this test because they are salt tolerant and very sensitive to ammonia
and organic acid toxicity. Therefore, we can germinate seeds in high concentrations of compost to
measure phytotoxic effects without soluble salts being the limiting factor. Values above 80% for both percent emergence and
vigor are indicative of a well-cured compost. Exceptions include very high salts that affect the cucumbers, excessive concentrations
of nitrates and other nutrients that will be in range when formulated to make a growing media. In addition to testing a 1:1 compost:
vermiculite blend, we also test a diluted 1:3 blend to indicate a more sensitive toxicity level.
/s Your Compost Safe Regarding Health?
Fecal Coliform
< 1000 I g dry wt. Fecal coliforms can survive in both aerobic and anaerobic conditions and is common in all initial
compost piles. Most human pathogens occur from fecal matter and all fecal matter is loaded in fecal coliforms. Therefore fecal
coliforms are used as an indicator to determine if the chosen method for pathogen reduction (heat for compost) has met the
requirements of sufficient temperature, time and mixing. If the fecal coliforms are reduced to below 1000 per gram dry wt. it is
assumed all others pathogens are eliminated. Potential problems are that fecal coliform can regrow during the curing phase or
during shipping. This is because the conditions are now more favorable for growth than during the composting process.
Salmonella Bacteria .
Less than 3 3/ 4g dry wt. Salmonella is not only another indicator organism but also a toxic microbe. It has been used in the
case of biosolids industry to determine adequate pathoge·n reduction.
Metals
Pass The ten heavy metals listed in the EPA 503 regulations are chosen to determine if compost
can be applied to ag land and handled without toxic effects. Most high concentrations of heavy metals are derived from
woodwaste feedstock such as chrome-arsenic treated or lead painted demolition wood. Biosolids are rarely a problem.
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
5.7 High nutrient content
This value is the sum of the primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent with those
found on fertilizer formulations. A sum greater than 5 is indicative of a compost with high nutrient content, and best used to supply
nutrients to a receiving soil. A sum below 2 indicates low nutrient content, and is best-used to improve soil structure via the
addition' of organic matter. Most compost falls between 2 and 5.
Account No.:
3090162 -1/1 -1299
Group: Sep.13ANo.18
INTERPRETATION:
Aglndex (Nutrients/Na+CI)
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
Course
1/1 3090162
Page three of three
15 High nutrient ratio Composts with low Aglndex values have high concentrations of sodium and/or chloride
compared to nutrients. Repeated use of a compost with a low Aglndex (< 2) may result in sodium and/or chloride
acting as the limiting factor compared to nutrients, governing application rates. These composts may be used on well-draining
soils and/or with salt-tolerant plants. Additional nutrients form another source may be needed if the application rate is limited by
sodium or chloride. If the Aglndex is above 10, nutrients optimal for plant growth will be available without concern of sodium and/or
chloride toxicity. Composts with an Aglndex of above 10 are good for increasing nutrient levels for all soils. Most composts score
between 2 and 10. Concentrations of nutrients, sodium, and chloride in the receiving soil should be considered when determining
compost application rates. The Aglndex is a product of feedstock quality. Feedstock from dairy manure, marine waste, industrial
wastes , and halophytic plants are likely to produce a finished compost with a low Aglndex.
Plant Available Nitrogen (lbs/ton)
7 Average N Provider Plant Available Nitrogen (PAN) is calculated by estimating the release rate of Nitrogen from
the organic fraction of the compost. This estimate is based on information gathered from the BAC test and measured ammonia and
. nitrate values. Despite the PAN value of the compost, additional sources of Nitrogen may be needed during he growing season to off-
set the Nitrogen demand of the microbes present in the compost. With ample nutrients these microbes can further breakdown organic
matter in the compost and release bound Nitrogen. Nitrogen demand based on a high C/N ratio is not considered in the PAN calculation
because additional Nitrogen should always be supplemented to the receiving soil when composts with a high C/N ratio are applied.
C/N Ratio
12 Indicates maturity As a guiding principal, a C/N ratio below 14 indicates maturity and above 14 indicates
immaturity, however, there are many exceptions. Large woodchips (>6.3mm), bark, and redwood are slow to breakdown and
therefore can result in a relatively stable product while the C/N ratio value is high. Additionally, some composts with chicken manure
and/or green grass feedstocks can start with a C/N ratio below 15 and are very unstable. A C/N ratio below 10 supplies Nitrogen,
while a ratio above 20 can deplete Nitrogen from the soil. The rate at which Nitrogen wi11 be released or used by the microbes is
indicated by the respiration rate (BAC). If the respiration rate is too high the transfer of Nitrogen will not be controlable.
Soluble Nutrients & Salts (EC5 w/w dw-mmhos/cm)
9.9 High salts This value refers to all soluble ions including nutrients, sodium, chloride and some
soluble organic compounds. The concentration of salts will change due to the release of salts from the organic matter as it degrades,
volatilization of ammonia, decomposition of soluble organics, and conversion of molecular structure. High salts + high Aglndex is
indicative of a compost high in readily available nutrients .. The application rate of these composts should be limited by the optimum
nutrient value based on soil analysis of the receiving soil. High Salts+ low Aglndex is indicative of a compost low in nutrients with
high concentrations of sodium and/or chloride. Limit the application rate according to the toxicity level of thesodium and/or chloride.
Low salts indicates that the compost can be applied without risking salt toxicity, is likely a good source of organic matter, and that
nutrients will release slowly over time.
Lime Content (lbs. per ton)
0 Low lime content Compost high in lime or carbonates are often those produced from chicken manure (layers)
ash materials, and lime products. These are excellent products to use on a receiving soil where lime has been recommended by
soil analysis to raise the pH. Composts with a high lime content should be closely considered for pH requirements when formulating
potting mixes.
Physical Properties
Percent Ash
37.9 Average ash content Ash is the non-organic fraction of a compost. Most composts contain approximately 50%
ash (dry weight basis). Compost can be high in ash content for many reasons including: excess minerilzation(old compost),
contamination with soil base material during turning, poor quality feedstock, and soil or mineral products added. Finding the source
and reducing high ash content is often the fastest means to increasing nutrient quality of a compost.
Particle Size% > 6.3 MM (0.25")
55.8 May restrict use Large particles may restrict use for potting soils, golf course topdressings, seed-starter
mixes, and where a fine size distribution is required. Composts with large particles can still be used as excellent additions to field
soils, shrub mixes and mulches.
Particle Size Distribution
Each size fraction is measured by weight, volume and bulk density. These results are particularly relevent with decisions to screen
or not, and if screening, which size screen to use. The bulk density indicates if the fraction screened is made of light weight organic
material or heavy mineral material. Removing large mineral material can greatly improve compost quality by increasing nutrient and
organic concentrations
Appendix:
Plant Available Nitrogen (PAN) calculations:
PAN = (X * (organic N)) + ((NH4-N) + (N03-N))
X value = If BAC < 2 then X = 0.1
If BAC =2.1 to 5 then X= 0.2
lfBAC =5.1 to 10 then X= 0.3
If BAC > 10 then X = 0.4
Note: If C/N ratio > 15 additional N should be applied.
Estimated available nutrients for use when calculating application rates
lbs/ton (As Rcvd.)
Plant Available Nitrogen (PAN)
Ammonia (NH4-N)
Nitrate (N03-N)
Available Phosphorus (P205*0.64)
Available Potassium (K20)
6.9
5.40
0.00
16.0
2.6
ANALYTICAL CHEMISTS
and
BACTERIOLOGISTS
A!>Pr<>'led by Stnle of calilooua
SOIL CONTROL LAB
Eastern Compost LLC
P.O. Box 1396
Oxford, NC 27565
Attn: Jason Smith
Date Received:
Sample Identification:
Sample ID #:
Nutrients
Total Nitrogen:
Ammonia (NH4-N):
Nitrate (N03-N):
Org. Nitrogen (Org.-N):
Phosphorus (as P20 5):
Phosphorus (P):
Potassium (as K20):
Potassium (K):
Calcium (Ca):
Magnesium (Mg):
Sulfate (S04-S):
Boron (T.otal B):
Moisture:
Sodium (Na):
Chloride (CI):
pH Value:
Bulk Density :
Carbonates (CaC03):
Conductivity (EC5):
Organic Matter:
Organic Carbon:
Ash:
C/N Ratio
AQindex
Metals
Aluminum (AI)
Arsenic (As):
Cadmium (Cd):
Chromium (Cr):
Cobalt (Co)
Copper (Cu):
Iron (Fe):
Lead (Pb):
Manganese (Mn):
Mercury .(Hg):
Molybdenum (Mo):
Nickel (Ni):
Selenium (Se):
Zinc (Zn):
06 Sep. 13
Fine
3090161 -1/1
Dry wt. As Rcvd.
1.9 0.90
2700 1300
530 250
1.6 0.77
2.9 1.4
13000 6200
0.35 0.17
2900 1400
1.2 0.58
0.19 0.093
4100 2000
21 10
0 51 .8
0.054 0.026
0.038 0.018
NA 5.37
21 44
<0.1 <0.1
7.6 NA
51.1 24.6
28.0 13.0
48.9 23.6
15 15
> 10 > 10
Dry wt. EPA Limit
9600 -
4.2 41
< 1.0 39
15 1200
5.1 -
100 1500
32000 -
13 300
400 -
< 1.0 17
3.1 75
11 420
1.7 36
280 2800
units
%
mg/kg
mg/kg
%
%
mg/kg
%
mg/kg
%
%
mg/kg
mg/kg
%
%
%
unit
lb/cu ft
lb/ton
mmhos/cm
%
%
%
ratio
ratio
units
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
TEL: [phone]
FAX: [phone]
www.compostlab.com
Account#: 3090161-1/1-1299
Group: Sep.13 A #17
Reporting Date: September 18, 2013
Stability Indicator: Biologically
C02 Evolution Respirometery Available C
mg C02-C/g OM/day 0.60 0.81
mg COrC/g TS/day 0.31 0.41
Stability Rating very stable very stable
Maturity Indicator: Cucumber Bioassay
Compost:Vermiculite(v:v) 1:1 1:3
Emergence (%) 100 *
Seedling Vigor(%) 97 NA
Description of Plants mushroom NA
*Sample volume insufficient for test
Pathogens . Results Units Rating
Fecal Coliform 69 MPN/g pass
Salmonella <3 MPN/4g pass
Date Tested: 06 Sep. 13
lnerts %by weight
Plastic 0.13
Glass < 0.5
Metal < 0.5
Sharps ND
Size & Volume Distribution
MM % by weight % by volume BD g/cc
>50 0.0 0.0 0.00
25 to 50 0.0 0.0 0.00
16 to 25 7.8 9.2 0.31
9.5 to 16 13.0 12.3 0.38
6.3 to 9.5 13.9 20.0 0.25
4.0 to 6.3 13.2 15.4 0.31
2.0 to 4.0 16.7 20.0 0.31
< 2.0 35.4 23.1 0.56
Bulk Density Description:<.35 Light Materials,
.35-.60 medium weight materials, >.60 Heavy Materials
Analyst Assaf Sadeh
~/6~ ·Y.
*Sample was rece1ved and handled 1n accordance w1th TMECC procedures. /
Account No.:
3090161 -1/1 -1299
Group: Sep.13 A No. 17
·INTERPRETATION:
Is Your Compost Stable?
Respiration Rate
0.60 mg C02-C/
g OM/day
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
Fine
1/1 3090161
Page one of three
Unstable > < Hi h For Mulch
Biologically Available Carbo~n~B~A~C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
0.81 mg C02-C/ +++
g OM/day ~<~s~t~a~b~le~----~~-.-~~~~~~----~u~n~srn~bl~e------~>'<~H~i ~h'F~o~r7M~u~lc~h~--------~
Is Your Compost Mature?
AmmoniaN/NitrateN ratio
5.1 Ratio
Ammonia N ppm
2700 mg/kg
dry wt.
Nitrate N ppm
pH value
530 mg/kg
dry wt.
5.37 units
Cucumber Emergence
100.0 percent
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Immature > < Mature
++++++++++++++++++++++++++++++++++++++++++
Immature ><Mature ><Immature
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
< Immature. ><Mature
Is Your Compost Safe Regarding Health?
Fecal Coliform
< 1000 MPN/g dry wt. I+++++++ ~_<~S~a're-------------------------------------->~I<~H~ig~h~F~e-c-a~I~C~o~1if~o-rm----------------~ Salmonella ._...--...~~~~~~~~~~~~~~~~~~....o...;.""'";..;..;;;.;;;;-..,;;;.;;.;,;-.,-..~~~~~~~_.
Less than 3 /4g dry wt.
Metals US EPA 503
Pass dry wt.
><One or .more Metals Fail
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
5.2 Percent +++++++++++++++++++++++++++++++++++++++++
dry wt. <Low > < Avera e
Aglndex(N~rieMs/Sodium~a~n~d~C~h~lo~r~~~e~S~a~H~s~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 15 Ratio
Plant Available Nitrogen (PArN~~~~~E~s;:.;t~im:;;a~t~ed~re;;;l,;;,e;;;.as .. e;;.;;;fo .. r.;;fi.;.;rs~t.;;s,;;,e;;;.as;;,;o;.;n.;...~~~~~~~~~~~~~~~~~~~-, s lbs/ton
wetwt.
C/N Ratio
15 Ratio
7.6 mmhos/cm
dry wt.
Lime Content (CaC03)
0 Lbs/ton
dry wt.
What are the phvsical properties of your compost?
Percent Ash
h Available Nutrients
48.9 Percent I++++++++++++++++++++++++++++++++++++++ 1
dry wt. I< High Organic Matter >I< Average >I< High Ash Content I
Sieve Size%> 6.3 MM (0.25'r'')~~~~~~~~~~~~~~~~~~~~:"":":~":"':'~~~":"':'~~~":"':'~~~":"':'"' 34.7 Percent 1+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++1
dry wt. 1 All Uses >i< Size May Restrict Uses for Potting·mlx and Golf Courses 1
Account No.:
3090161 -1/1 -1299
Group: Sep.13 A No. 17
INTERPRETATION:
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
Fine
1/1 3090161
Is Your Compost Stable? Page two of three
Respiration Rate
0.60 Low: Good for all uses mg C02-C/g OM/day
The respiration rate is a measurement of the biodegradation rate of the organic matter in the sample (as received).
The respiration rate is determined by measuring the rate at which C02 is released under optimized moisture and
temperature conditions.
Biologically Available Carbon
0.81 Low: Good for all uses mg C02-C/g OM/day
Biologically Available Carbon (BAC) is a measurement of the rate at which C02 is released under optimized moisture, temperature,
porosity, nutrients, pH and microbial conditions. If both the RR and the BAC test values are close to the same value, the pile is
optimized for composting. If both values are high the compost pile just needs more time. If bo.th values are low the compost has
. stabilized and should be moved to curing. BAC test values that are higher than RR indicate that the compost pile has stalled. This
could be due to anaerobic conditions, lack of available nitrogen due to excessive air converting ammonia to the unavailable nitrate
form, lack of nitrogen or other nutrients due to poor choice of feedstock, pH value out of range, or microbes rendered non-active.
Is Your Compost Mature?
AmmoniaN:NitrateN ratio
5.1 immature
Composting to stabilize carbon can occur at such a rapid rate that sometimes phytotoxins remain in
-:--~-:--:-:--------the compost and must be neutralized before using in high concentrations or in high-end uses. This
Ammonia N ppm step is called curing. Typically ammonia is in excess wit!"J the break-down of organic materials resulting
-:-:-:-.;;;.27-'-0"-:0'---'i'-'m""mc;.;a;;.;t.::.ur:..:e;...._ __ in an increase in pH. This combination results in a loss of volatile ammonia (it smells). Once this toxic
Nitrate N ppm ammonia has been reduced and the pH drops, the microbes convert the ammonia to nitrates. A low
--:--:---=5:..::3:..:0 __ -'m-'=at:.::u;;.;re=--___ ammonia + high nitrate score is indicative of a mature compost, however there are many exceptions.
pH value For example, a compost with a low pH (<7) will retain ammonia, while a compost with high lime content
__ ..::5.:.:.3;.;7 __ _:i:.:.m""m"'a:.:t.::.ur:..:e;__ __ can lose ammonia before the organic fraction becomes stable. Composts must first be stable before
curing indicators apply. '
Cucumber Bioassay
100.0 Percent Cucumbers are chosen for this test because they are salt tolerant and very sensitive to ammonia
and organic acid toxicity. Therefore, we can genminate seeds in high concentrations of compost to
measure phytotoxic effects without soluble salts being the limiting factor. Values above 80% for both percent emergence and
vigor are indicative of a well-cured compost. Exceptions include very high salts that affect the cucumbers, excessive concentrations
of nitrates and other nutrients that will be in range when formulated to make a growing media. In addition to testing a 1:1 compost:
vermiculite blend, we also test a diluted 1 :3 blend to indicate a more sensitive toxicity level.
Is Your Compost Safe Regarding Health?
Fecal Coliform
< 1000 I g dry wt. Fecal coliforms can survive in both aerobic and anaerobic conditions and is common in all initial
compost piles. Most human pathogens occur from fecal matter and all fecal matter is loaded in fecal coliforms. Therefore fecal
coliforms are used as an indicator to determine if the chosen method for pathogen reduction (heat for compost) has met the
requirements of sufficient temperature, time and mixing. If the fecal coliforms are reduced to below 1000 per gram dry wt. it is
assumed all others pathogens are eliminated. Potential problems are that fecal coliform can regrow during the curing phase or
. during shipping. This is because the conditions are now more favorable for growth than during the composting process.
Salmonella Bacteria
Less than 3 3/4g dry wt. Salmonella is not only another indicator organism but also a toxic microbe. It has been used in the
case of biosolids industry to determine adequate pathogen reduction.
Metals
Pass The ten heavy metals listed in the EPA 503 regulations are chosen to determine if compost
can be applied to ag land and handled without toxic effects. Most high concentrations of heavy metals are derived from
woodwaste feedstock such as chrome-arsenic treated or lead painted demolition wood. Biosolids are rarely a problem.
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
5.2 High nutrient content
This value is the sum of the primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent with those
found on fertilizer formulations. A sum greater than 5 is indicative of a compost with high nutrient content, and best used to supply
nutrients to a receiving soil. A sum below 2 indicates low nutrient content, and is best-used to improve soil structure via the
addition of organic matter. Most compost falls between 2 and 5. ·
Account No.:
3090161 -111 -1299
Group: Sep.13 A No. 17
INTERPRETATION:
Aglndex (Nutrients/Na+CI)
Date Received
Sample i.d.
Sample l.d. No.
06 Sep. 13
Fine·
1/1 3090161
Page three of three
15 High nutrient ratio Composts with low Aglndex values have high concentrations of sodium and/or chloride
compared to nutrients. Repeated use of a compost with a low Aglndex (< 2) may result in sodium and/or chloride
acting as the limiting factor compared to nutrients, governing application rates. These composts may be used on well-draining
soils and/or with salt-tolerant plants. Additional nutrients form another source may be needed if the application rate is limited by
sodium or chloride. If the Aglndex is above 10, nutrients optimal for plant growth will be' available without concern of sodium and/or
chloride toxicity. Composts with an Aglndex of above 10 are good for increasing nutrient levels for all soils. Most composts score
between 2 and 10. Concentrations of nutrients, sodium, and chloride in the receiving soil should be considered when determining
compost application rates. The Aglndex is a product of feedstock quality. Feedstock from dairy manure, marine waste, industrial
wastes, and halophytic plants are likely to produce a finished compost with a low Aglndex.
Plant Available Nitrogen (lbs/ton)
5 Low N Provider Plant Available Nitrogen (PAN) is calculated by estimating the release rate of Nitrogen from
the organic fraction of the compost. This estimate is based on information gathered from the BAG test and measured ammonia and
nitrate values. Despite the PAN value of the compost, additional sources of Nitrogen may be needed during he growing season to off-
set the Nitrogen demand of the microbes present in the compost. \Nith ample nutrients these microbes can further breakdown organic
matter in the compost and release bound Nitrogen. Nitrogen demand based on a high GIN ratio is not considered in the PAN calculation
because additional Nitrogen should always be supplemented to the receiving soil when composts with a high GIN ratio are applied.
C/N Ratio
15 Indicates immaturity As a guiding principal, a C/N ratio below 14 indicates maturity and above 14 indicates
immaturity, however, there are many exceptions. Large woodchips (>6.3mm), bark, and redwood are slow to breakdown and
therefore can result in a relatively stable product while the C/N ratio value is high. Additionally, some composts with chicken manure
and/or green grass feedstocks can start with a C/N ratio below 15 and are very unstable. A C/N ratio below 10 supplies Nitrogen,
while a ratio above 20 can deplete Nitrogen from the soil. The rate at which Nitrogen will be released or used by the microbes is
indicated by the respiration rate (BAC). If the respiration rate is too high the transfer of Nitrogen will not be controlable.
Soluble Nutrients & Salts (ECS w/w dw -mmhos/cm)
7.6 Average salts This value refers to all soluble ions including nutrients, sodium, chloride and some
soluble organic compounds. The concentration of salts will change due to the release of salts from the organic matter as it degrades,
volatilization of ammonia, decomposition of soluble organics, and conversion of molecular structure. High salts + high Aglndex is
indicative of a compost high in readily available nutrients. The application rate of these composts should be limited by the optimum
nutrient value based on soil analysis of the receiving soil. High Salts + low Aglndex is indicative of a compost low in nutrients with
high concentrations of sodium and/or chloride. Limit the application rate according to the toxicity level of thesodium and/or chloride.
Low salts indicates that the compost can be applied without risking salt toxicity, is likely a good source of organic matter, and that
nutrients will release slowly over time.
Lime Content (lbs. per ton)
0 Low lime content Compost high in lime or carbonates are often those produced from chicken manure (layers)
ash materials, and lime products. These are excellent products to use on a receiving soil where lime has been recommended by
soil analysis to raise the pH. Composts with a high lime content should be closely considered for pH requirements when formulating
potting mixes.
Physical Properties
Percent Ash
48.9 Average ash content Ash is the non-organic fraction of a compost. Most composts contain approximately 50%
ash (dry weight basis). Compost can be high in ash content for many reasons including: excess minerilzation(old compost),
contamination with soil base material during turning, poor quality feedstock, and soil or mineral products added. Finding the source
and reducing high ash content is often the fastest means to increasing nutrient quality of a compost.
Particle Size% > 6.3 MM (0.25")
34.7 May restrict use Large particles may restrict use for potting soils, golf course topdressings, seed-starter
mixes, and where a fine size distribution is required. Composts with large particles can still be used as excellent additions to field
soils, shrub mixes and mulches.
Particle Size Distribution
Each size fraction is measured by weight, volume and bulk density. These results are particularly relevent with decisions to.screen
or not, and if screening, which size screen to use. The bulk density indicates if the fraction screened is made of light weight organic
material. or heavy mineral material. Removing large mineral material can greatly improve compost quality by increasing nutrient and
organic concentrations.
AppendiX:
· Plant Available Nitrogen (PAN) calculations:
PAN = (X • (organic N)) + ((NH4-N) + (N03-N))
X value = If BAG < 2 then X = 0.1
If BAG =2.1 to 5 then X = 0.2
If BAG =5.1 to 10 then X = 0.3
If BAG > 10 then X= 0.4
Note: If C/N ratio > 15 additional N should be applied.
Estimated available nutrients for use when calculating application rates
lbslton (As Rcvd.)
Plant Available Nitrogen (PAN)
Ammonia (NH4-N)
Nitrate (N03-N)
Available Phosphorus (P2os•o.64)
Available Potassium (K20)
4.6
2.60
0.50
18.0
3.4
ANALYTICAL C:HEMJSTS -6ACTERI()U)Cl$T;S kJW.....Ulrj'S'.clllefC~
SOIL CONTROL LAB
Eastern Compost LLC
P.O.Box 1396
Oxford, NG 27555
Attn: Jason Smith
Date Received: 20 Jun. 14
Sample Identification: Course
Sample ID #: 4060756 -1/1
Nutrients Dry >>~Jt. As Rcvd_
Total Nitrogen: 2 0 1.0
Ammonia (NH4-N): 3500 1800
Nitrate (N03-N): 25 13
Org. Nitrogen (Org.-N}: 1 6 0.83
Phosphorus (as P20 5}: 2.2 1.2
Phosphorus {P}: 9800 5100
Potassium (as KPJ: 0.30 0.16
Potassium (K}: 2500 1300
Calci urn {Ca): 0.54 0.28
Magnesium (Mg): 0.12 0.064
Sulfate (S04-S}: 2800 1400
Boron (Total B): 11 5.9
Moisture: 0 48.1
Sodium (Na): 0.10 0.053
Chloride (CI}: 0.07 0_036
pH Value: NA 8.24
Bulk Density : 20 39
Carbonates (CaC O,o}: .28 14
Conductivity (EC5}: 7.1 NA
Organic Matter: 52.6 27.3
Organic Carbon: 30.0 15.0
Ash: 47.4 24.6
C/t<J Ratio 15 15
Aglndex > 10 > 10
I Metals Dry '!;IJL t:.f-'A Ltm1t
Alumin urn (AI ) 6700 -
Arsenic (As}: 3.3 41
Cadmium (Cd}: < 1.0 39
Chromium (Cr): 15 1200
Cobalt (Co) 6.6 -
Copper (Cu): 83 1500
Iron (Fe): 54000 -
Lead (Pb}: 12 300
Mangane se (Mn ): 180 -
Mercury (Hg): < 1.0 17
Molybdenum {M o): 3.4 75
Nickel (N i~: 9.8 420
Selenium (Se}: 1.6 36
Zinc (Zn ): 250 2800
units
%
mg:lkg
mglkg
~lo
0' ;<o·
mgJk g
%
mg/kg
%
%
mg!kg
mgikg
%
%
%
unit
lblcu ft
I bit on
mmhoslan
%
%
%
ratio
ratio
units
mg./k g
mglk g
mg!kg
mgJk g
mglkg
mglk g
mglkg
mgtkg
mg!kg
mgJkg
mgJkg
mg./kg
mglkg
mg./kg
TEL: [phone]
FAX: [phone]
www.compostlab.com
Account#: 40607 56-1/1 -1299
Group: Jun.14 C #29
Reporting Date: July 9, 2014
Stability Indicator: Biologicalty
C02 Evolution Respirometery Availab le C
mg G02-C/g OMfday 2.7 3.8
mg G02-C/g TS/day 1.4 2.0
stability Rating stable .stable
Maturity Indicator: Cucumber Bioassay
Compost:Vermiculite(v:v) 1:1 1:3
Emergence(%} 0 •
Seedling Vigor (%) NA NA
Description of Plants NA
•sample volu me insufficient for test
Pathogens Results Units Rating
Fecal Coliform < 2.0 MPNlg pass
Salmonella <3 MPN14g pass
Date Tested: 2{} Jun. '14
lnerts % by weight
Plastic <0.5"
Glass < 0.5
Metal 11
Sharps NO
j::tiZe -5. VOlUme UIStfiOUtiOn
MM %by 1Neight %by volume 80 glee
>50 0.0 0.0 0.00
25 to 50 0.0 0.0 0.00
16 to 25 2.2 3.1 0.25
9.5 to 1& 11.6 12A 0.33
6.3 to 9.5 17.2 17.7 0.34
4.0 to 6.3 20.9 25.8 0.28
2.0 to 4.0 24.6 24.4 0.35
< 2.0 23.5 16.6 0.49
ll:iulk LJens1ty LJescrlption:<_jo Light Matenals,
.35-.60 medium weight materials, >.60 Heavy Material>
Analyst: Assaf Sad eh
~--.... ·-· . --~-~:;~~/ ~~~ .. --~r-
/ 'Sam }le was rece1ved and handled 1n accordance w1th Trv ECC p p rocedures_
Account No.:
4060756 -1/1 -1299
Group: Jun.14 C No. 29
IN TERPRETATION:
Is Your Compost Stable?
Respiration Rate
2.7 mg C02~C/
g 01.1fday
Date Received
Sample i.d.
Sample l.d. No.
20Jun.14
Course
1/1 4060756
Page one ofthree
Biologically AvailabteCarbor:-n....~o' ·.:.:B.:;:AC=..' ----=:..t:.:;=.:.:..:...:===~:..:..:::.:~--------------------, 3.8 mg C02-CJ
g 0 t.lk!ay
,/s YourCompostMature?
Amnonia N/N itrafeN ratio
140 Ratio
Arrmonia N ppm
3500 mgJI::g
drywt.
tlitrate N ppm
pH value
25 mglkg
d:ryvll.
8.24 units
Cucumber Errerg-ence
0.0 j:errent
immafure
Is Your Compost Safe Regarding Health?
F.eca I Coliform
.aure >< mmat.re
>I< Mature
*Mature
< 1000 tJPNig <trywt.I+++-++-H ~.<~S'-a~re~-~-~~-------~---~g~<,Hr.~~fi~Fe~c~arr!~c~o~kfu~rHm~--------i Satnonella J,.;,,:;;:::::;.. ______________ ....;...:..;;.;~:.:.:.;:.::::;:.:;:.;=~------....J
less than 3 /4gdrywt. 1+++++.+ <Sare tno.ne defected} >t< A1gn Siilmooeliii Couni(> J per 4 !1ams.1
Metals US EPAS03
Pass crywt. 1-lan~·n· 'n.lrr,i-=;taJSt=+~~:-1+PP'!'as=s.=-----------:->lT<":"7'!0"=n-=e-:=or=m~o~re=""'L!r.:eta~IS~F""a.,.d------------l
Does Your Compost Provide Nlllfiems or Organic Marter?
Nutrien1s !N+P2:05+K2.01
4.5 P erc:ent
7.1 mmhosfcm <lrywt.
line Content (CaC03)
2.8 Lbsltoo
dywt.
lMJal are the physical properties of your compost?
Percent Ash
47.4 Perrent ~:.~TH-++++++-+~-~-+-+T++++~ crywt. < At!ii orgaruc lilatter ,... < Averaqe >l< HtohASh Content
Sieve Size % >6.3 MM (o.zs·,..· -----------------------------------, 31.{} Percent
<fry YI!.
Account No.:
4060756-1/1 -1299
Group: Jun.14 C No. 29
ltiTERPRETA110tl;
Date Received
Sample i d.
Sample I. d. No.
20 Jun. 14
Course
1/1 4060756
Is Yo!R" CofTJ)ost Stab/~? Page 1:\w of three
Respiration Rate
2.7 low: Good filr all uses mg C02-C/g OM!day
The respiration rate is a mea-surement ofthe biodegradation rate of the organic matte-r in the-sam pie (as recei•.-ed).
The respiration rBie is de1ermined by measuring the rate at whidl C02 is released under optimized moisture and
temperature com!ilians.
Biologically Available Carbon
3.6 LO\".': Good fur all uses mg C02--CJ'g OM/day
Biological~! Available Carbon (BAC) is a measurement of the rate at \'.tlich C02 is release~ under o ptimized moisture, temperature,
porosity, nutrients, pH and microbial condttions. If both the RR and the BAC test values are close to the same value, the pile is
optimized for compcsting. If boih values are hi !11 the compost pile just nee'ds more time. If beth \'l!lues are low the com post has
stab~ized and should be moved to curing. BP...C test values that are higher than RR indicate that the com pest pUe has stalled. This
could be due to anaerobic conditions, lack of B'railable nitrogen due to excessive sir convertin 9 ammonia to the WlaYailable nttrate
form. lacl: of nitrogen or other nutrients due to pGor dloice of feedstock, pH value aut of range, or microbes rendered no~active.
Is Yo!R" CompostM:It!R"~?
AnmoniaN: UitrateN ratio
140 immature
Cempostin g lD stabilize carbon cen occur at such a rapid rate that sometimes phy!Dtaxins remain in
..,..--,...,-.-------the rompostand must l:le neutrafized befureusin gin high concentrations or in hi gl>-end uses. This
Anmonia PI ppm step is celled curio g. Typically ammonia is in excess ~-.ith the break-down of organic materials re.sultin g
"ll"l=i3C:'SO"lr0==-'i""m"'m~a;,;tu;;,;r,.;;,e __ in an increase in pH. This oombination results in a loss Df'o'OIB!ile ammonia (it smells). Once this taxic H ltrate N ppm a mmania. has been reduced and the pH <tcps. the microbes ron vert the ammonia to nitrates. A low
....,,.......;25=-_ ___:i::;,m:.:;m~a:.:tur=e __ a mmonia .;. high nitrate score is indicative Df a mature com post, however there are many e.xx;eptions.
pH value Far example, acampostwith a low pH (<7)will retain ammonia. while a. ccmpest with high lime content
_ ___:8~-=2..:..4 _ ___:i::;,m:.:;m~a:.:tur=e--can lose ammonia before the organic fraction becomes stable. Compos1s must first he stable befOre
curing indicators apply.
Cucumber Bioassay
O.G Percent Cucumbers are dlosen forth is test l:lecause they are satt tolerant and very s.ensitiveto ammonia
and organic acid toxicity. Thererore, we can germinate see-ds in high concentrations Gf com post to
measure phytotoxic effects withou11rol uble satts l:ein g the limiting lac! or. Values. above 80% fur beth percent emergence and
vigor are indicati11e of a well-cured com pest. Exceptions include very high salts that affect the cucumbers, e:>(Ce5Si'l'e concentratiDns
of nttrates and ethe-r nutrients that will be in ran gewhen formulated to make a growing media. In addition to testing a 1:1 compost:
vermiculite blend, we also test a diluted 1:3 tllend to indicete a more sensiti'Je toxicity le11el.
Is Yo!R" Compost Safe R2gi11ding H~?
Fecal Coliform
< 1 GOO I g dry\'lt. Fecal coliforms cen survive in both aerobic and anaerobic conrl~ions and is rom men in all initial
rompost piles. Most human pathogens. occur from fecel matter and all fecal matter is leaded in fecal colifilrms.Therefbre fecal
coliforms are used as an imiicetcrto determine if the dlosen method fbr pathogen reruction (heat fur com pGSt) has met the
requiremen1s cf sufficienttemperature, time and mixing. lfthe fecal colifcrms are reducro to below 1000 per gram drywt. it is
assumed aH others pathcgens are etiminaled. Potential prcblems are that fecal coliform cen regraw <f_uring the curing phase or
during shipping. This is toecause the ccnd~ions are new mere fa>'Orable for gr<Mtth than during the compesting IJ'Ocess.
5almoneffa Bacteria
Less than 3 3 /4gd.rywt. Salmonella is not cnly another indicator organism but a.lsc a to>:ic microbe. tt has been used in the
case of biosolidsindustrytc determine adequate pathogen re-duction.
Meta.ls
Pass The ten heavy metals listed in the EPA 503 regulatio-ns are chosen 1l> determine if com post
can t>e a ppliedto ag land and h.an<fledwithout tct<ic effec1s. M est high concentrations of hea<t y metals are deri\-ed from
wocdwaste fe-edStock such as chro.me-arsenic treated or lead painted demolition wood Biosolids are rarely a problem.
Does Your Compost Pravid~ Nutrients or Org13nic /lilltter?
Nutrients (fi+P2:05+K20l
4.5 Average nutrient cantent
This value is the sum ofthe primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent \'.ith those
fcWld en fertilizer fOrmulations. A sum greater than 5 is indicetille of a rom post with hig·h nutrient content, and best used to su PP~'
nutrients to a receillin g SGH. A sum belo.•12 indicates low nutrient content, and is hest-used to im pro-;esoil structure •lia the
ad.dition of organic matter. Mt>sl compost falls between 2 and 5.
Account No.:
>!0607!:6 -1/1 -1299
Group: Jun.14 C No. 2:1
Date Recei\•eii
Samplei.d.
Sample I.e. No.
20 Jun. 14
Course
1/1 4060756
I~ITERPRETATIOfl: Page three of three
Aglndex (~lutrieots/Na+Cil
15 High nutrient ratio Com~ostswith lowA!jlndexwlues have high concentrations of sodium and.lorchloride
compared to nutrient& Repeated use of a compostvlith a low A!jlndeK (<. 2) may result in sodium and/or ch loride
acting as the limrting factor compared to nutrienls, gO'Jeming application rates. These composts maybe used on well-draining
soils and/or with sa~-toleran! p-lants. Additional nulrients form another source may be needed ifthe application rate is limi ted by
sodium or chloride. lfthe Aglnd;x is above.1 0, nutrients optimal tor plant growth will be available without concern of sodium an<licr
chloride tc:xicrty. Compostswtth an A.glndexof aboVe 1 (}are good tor increasing nulrient levels for all soils. Most composts score
between 2 and 10. Concentrations of nutrients, sodium, and ch loride in the receil.ing soil should be considered \\tlen determinin g
compost application rates. The Aglndex is a product of feedstock QUality. Feedstock from dairy manure. marine waste, 1ndustd al
wastes, and halophytic plants are likely to produce a finished compost with a low Aglnde.x.
Plant Available Nitrogen (lb:stkln)
7 Average N Provider PlantA'JBilable N nrog:en (PAN) is calrulaied by estimating the release rate ofN ttrogen from
the organic !taction of the rompost. This estimate is based on information g:alhered from the BAC test and measured ammonia and
nitrate values. Despite the PAN wlue a !the compost, additional sounces of Nitrogen may l:!e needed during he growing season to off.
set the Nitrogen ~mand of the microlles present in the compost. With ample nutrients these microbes can further breakdC\..n erg a nic
mat1er in the compost and release bound Nitrogen Nitrogen demand based en a high CJN ralie> is not considered in the PAN calrul ation
llecause a:i:litional tJitrogen should atwa~os be supplemented to lhe receiving soil when composts with a high C/N ratio are applied .
C/tl Ratio
15 Indicates immaturity As 11 guiding principal, a CJN ratio below 14 indicates maturity and above 14 indicates
immaturity, ho;·.ever, there are many exceptions. Large \".Oodchips {"'6.3mm), bark, and redwood are slow to breakdov.n and
therefore can resutt in a relati'.re!Y stable prnwctwhile the CJN ratio value is high. AC.ditional~/. some composts wilh chid-e n manure
anO'or green grass feedslOcks can start with a C.IN ratio below 15 and are very unstable. A CJN ratio l:lelo.v1 (}supplies Nitroge n.
while a ratio above 2{} can deplete ~litrogen from the soil. The rate at which Nilrog.en will be released 3f used by the mic:roces is
indicated by the respiration rate (SAC}. lfthe respiration rate is too high the transferofN itrogen will not be controlable.
Soluble Nutrients & Salts (EC5WJV.r dw-rrmhoslcm )
7.1 Average sa.tts This ~Jalue refers to all soluble ions inclu>lfing· nutrients, sodium, chlorid.e and some
soluble frrganic compounds. The concentration of salts will change: due to the release of.s.elis from the organic matter as. it de grades,
volatilization of ammonia, decompositicn of soluble organics, and conversion ofmolerular structure. High salts,. high .Aglndex is
indicative of a compost high in readily available nutrients. The application rate ofthese ccmpostsshauld t:.e limited by the o ptimum
nutrient wlue based on soil analysis of the receiving soil. High Salts .;.lo.v A.glnde< is indicative of a compost low in nutrie ntswith
high concentrations. ofsooium and/or chloride. Limit the application rate according to the toxicity level of thes.od.ium and/or chloride.
Lo.v salts indicates that the compost can be applied without risking salttfrxidty, is likely a good source Gf organic matter, a ndthat
nutrients will release siO\•,ty owr time.
Urre Content (lbs. per too}
28 High lime content Compost high in lime or carbonates are often those produced from chicken manure (layers)
lll!h materials, and time products. These are excellent products to use on a recer;ing soil Where time has been recommended by
soil analysis to raise the pH. Composts ..-.ith a high lime content should be closely considered fur pH requirements when formula ting
potting mo<es.
Physical Properlie s
Pet-cent Ash
47.4 Average ash content Ash is the non-crganic fraction cf a com pest. r.lost composts contain approximately 50'!-!.
ash (cry weight basis}. Compost can bee high 1n ash cootent for many reMons induding: exce..."S mineriiZBtion(old compost),
contamination with soil bas.e material during turning, poor quality feedstock, and soH or mineral products added. Finding the source
andri:Oucing high ash. rontent is often the fastest means to increasing nutrient quality of a compost.
Particle Size ''4 > 6.3 MM (0.25")
31.0 tday restrict use Large particles may restrict use fur potting soils, golf course topdressings, seed-starter
mixes, and where a fine size distribution is required Composts with large particles can stiii !J.e used as exceUent add~ions t o field
soils, shrub mixes and mulches
Particle Size Oistlibatiun
Each sil:e fraction is measured by weight. volume and bulkcensity. These resultsarep.artirularl~· releven!'.vith decisions lose reen
or not, and if screening, which size screen to use. The bulk density indicates ifthe fraction screen oro is made of light weigh t organic
material or hea-.ry mineral material. Removing large mineral material can greatly improve Cfrmpostqualrty by increasing nutrient and
organic concentrations,
Plant Available Nitrogen (.PAN) calculations:
PAN :e (X * {organic N))-.. ((NH4-N}.,. (N03-N)}
X\'!llue: lfBAC <2then X=0.1
If BAC :2.1 to S then X : 02
lfBAC :5.1 to 10 then X: 0.3
lfBAC > 1 (}then X : 0.4
Nate: If CIN ratio> 15 a<i:!itronal N should ~e applied.
Estimated available nutrients for use when calrulating application rates
lbslton (As Rcvd.)
Plant A!tailable Nitrogen (PAN)
Ammonia (NH4-N}
N ~rate (N 03-N)
Available Phosphonus(P205"(1.~}
A:milable Potassium (1<20}
6.9
3.60
0.03
14.8
3.1
ANALYTICAL CHEMISTS
and
BACTERIOLOGISTS 1\ppf<l'le<l by Stall> o1 Califomlu
SOIL CON TRO L LAB
Eastern Compost LLC
P.O. Box 1396
Oxford, NC 27565
Attn: Jason Smith
Date Received:
Sample Identification:
Sample 10 #:
Nutrients
Total Nitrogen:
Ammonia (NH 4-N):
Nitrate. (N03-N):
Org. Nitrogen (Org.-N):
Phosphorus (as P20 5):
Phosphorus (P):
Potassium (as K20):
Potassium (K):
Calcium (Ca):
Magnesium (Mg):
Sulfate (SOrS):
Boron (Total B):
Moisture:
Sodium (Na):
Chloride. (CI):
pH Value:
Bulk Density :
Carbonates (CaC03):
Conductivity (EC5):
Organic Matter:
Organic Carbon:
Ash:
C/N Ratio
Aglndex
Metals
Aluminum (AI)
Arsenic (As):
Cadmium (Cd):
Chromium (Cr):
Cobalt (Co)
Copper (Cu):
Iron (Fe):
Lead (Pb):
Manganese (Mn):
Mercury (Hg):
Molybdenum (Mo ):
Nickel (Ni):
Seleniuf\1 (Se):
Zinc (Zn):
~2 HANGM WAY
WAlSONVIlH'
CA.If()RNIA
95076 USA
20 Jun. 14
Fine
4060755-1/1
Dry wt. As Rcvd.
0.89 0.45
1700 880
1.2 0.62
0.72 0.37
0.56 0.29
2500 1300
0.090 0.046
750 380
0.21 0.11
0.053 0.027
2300 1200
6.4 3.3
0 49.1
0.024 0.012
0.019 0.0098
NA 4.77
28 56
5.1 2.6
4.0 NA
35.7 18.2
19.0 9.5
64.3 32.8
21 21
> 10 >10
Dry wt. EPA Limit
3900 -
2.8 41
< 1.0 39
19 1200
6.4 -
56 1500
120000 -
6.3 300
130 -
< 1.0 17
2.0 75
6.9 420
1 .1 36
83 2800
units
%
mg/kg
mg/kg
%
%
mg/kg
%
mg/kg
%
%
mg/kg
mg/kg
%
%
%
unit
lb/cu ft
lb/ton
mmhos/cm
%
%
%
ratio
ratio
units
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
TEL: [phone]
FAX: [phone]
www .compostlab.com
Account#: 4060755-1/1-1299
Group: Jun.14 C #28
Reporting Date: July 9, 2014
Stability Indicator: Biologically
C02 Evolution Respirometery Available C
mg C02-C/g OM/day 1.1 1.2
mg COr C/g TS/day 0.38 0.42
Stability Rating very stable very stable
Maturity Indicator: Cucumber Bioassay
Compost:Vermiculite(v:v) 1:1 1:3
Emergence(%) 100 *
Seedling Vigor (%) 90 NA
Description of Plants healthy NA
*Sample volume insufficient for test
Pathogens Results Units Rating
Fecal Coliform < 2.0 MPN/g pass
Salmonella <3 MPN/4g pass
Date Tested: 20 Jun. 14
lnerts %by weight
Plastic < 0.5
Glass < 0.5
Metal < 0.5
Sharps NO
Size & Volume Distribution
MM %by weight %by volume BD glee
>50 0.0 0.0 0.00
25 to 50 0.0 0.0 0.00
16 to 25 1.4 1.6 0.47
9.5 to 16 5.9 10.9 0.28
6.3 to 9.5 6.6 14.0 0.25
4.0 to 6.3 7.6 13.2 0.30
2.0 to 4.0 13.8 18.6 0.38
< 2.0 64.7 41.9 0.80
Bulk Density Description:<.35 Light Materials,
.35-.60 medium weight materials, >.60 Heavy Materials
Analyst: Assaf Sadeh
,:;:Zp·~d5-U-
*Sample was received and handled 1n accordance w1th TMECC procedures. /
Account No.:
4060755-1/1 -1299
Group: Jun.14 C No. 28
INTERPRETATION:
Is Your Compost Stable?
Respiration Rate
1.1 mg C02-C/
Date Received
Sample i.d.
Sample !.d. No.
20 Jun. 14
Fine
1/1 4060755
Page one of three
g OM/day
Bi~ogicai~Av~lableCarbo~n~B~A~C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
1.2 mg C02-C/
g OM/day
Unstable > < Hi h For Mulch
Is Your Compost Mature?
AmmoniaN/NitrateN ratio
1400 Ratio
Ammonia N ppm
1700 mglkg
dry wt.
Nitrate N ppm
pH value
1.2 mglkg
dry wt.
4.77 units
Cucumber Emergence
100.0 percent
Unstable > < Hi h For Mulch
Immature >!< Mature
+++++++++++++++++++++++++++++++++++++
< Immature :><Mature :><Immature
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++~
< Immature > < Mature
Is Your Compost Safe Regarding Health?
Fecal Coliform
< 1000 MPN/g dry wt.l+++++++ _~<~S~a~fe~~~~~~~~~~~~~~~~~~~~->~I<~H~ig-h~F~e-c-a~IC~o~lif~o-rm~~~~~~~~--i
Salmonella -....-..--.~~~~~~~~~~--~~~~~~~....o...;."""".;.;..-.-;;;,.,;;,;;;,;;,;;;;,;,;,;,;,~~~~~~~_.
Less than 3 /4g dry wt.
Metals US EPA 503
Pass drywt.
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
1.5 Percent
dry wt. <Low > < Avera e
:><One or more Metals Fail
Aglndex (Nutrients I Sodiumra~n~d~C~h~lo~r~id~e~S~a~lt;:;.s~:-:-:~~~":"":"~~~~~~~~~~~~~~":"":"~~~:-:-:~~":"":"":"":"~ 15 Ratio
PlantAvailableNHrogen (PA~N~~~~~~E~s~ti~m~a~t~ed~re~l~e~a~se~~~r~f~ir~s~t~se~a~s~o~n.;.;..~~~~~~~~~~~~~~~~~~~~~
2 lbs/ton
wetwt. en Provider
C/N Ratio
21 Ratio
:> <Hi h Available Nutrients
What are the physical properties of your compost?
Percent Ash
64.3 Percent I+++++++++++++++++++++++++++++++++++++++++++++++++~ I
dry wt. I< High Organic Matter >!< Average >[< High Ash Content I
Sieve Size%:> 6.3 MM (0.25'~')~:-:-:~~":"":"":"":"~~:-:-:~~~":"":"~~~:-:-:~~~":"":"~~:-:-:~~~":"":"~~~:-:-:~~~":"":"":"":""' 13.9 Percent 1+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++1
dry wt. I All Uses >I< Size Mav Restrict Uses for PoltinQ mix and Golf Cours!ls I
Account No.:
4060755 - 1/1 -1299
Group: Jun.14 C No. 28
INTERPRETATION:
Is Your Compost Stable?
Respiration Rate
Date Received
Sample i.d.
Sample l.d. No.
1.1 Low: Good for all uses mg C02-C/g OM/day
20 Jun. 14
Fine
1/1 4060755
Page two of three
The respiration rate is a measurement of the biodegradation rate of the organic matter in the sample (as received).
The respiration rate is determined by measuring the rate at which C02 is released under optimized moisture and
temperature conditions.
Biologically Available Carbon
1.2 Low: Good for all uses mg C02-C/g OM/day
Biologically Available Carbon (BAC) is a measurement of the rate at which C02 is released under optimized moisture, temperature,
porosity, nutrients, pH and microbial conditions. If both the RR and the BAC test values are close to the same value, the pile is
optimized for com posting. If both values are high the compost pile just needs more time. If both values are low the compost has
stabilized and should be moved to curing. BAC test values that are higher than RR indicate that the compost pile has stalled. This
could be due to anaerobic conditions, lack of available nitrogen due to excessive air converting ammonia to the unavailable nitrate
form, lack of nitrogen or other nutrients due to poor choice of feedstock, pH value out of range, or microbes rendered non-active.
Is Your Compost Mature?
AmmoniaN:NitrateN ratio
1400 immature
Composting to stabilize carbon can occur at such a rapid rate that sometimes phytotoxins remain in
the compost and must be neutralized before using in high concentrations or in high-end uses. This ~A:-m_m_o-n""'ic-a-:N::-p-p_m ______ step is called curing. Typically ammonia is in excess with the break-down of organic materials resulting
-:-::::-..c.1..:.7..::0-:=-0 __ .:..:im.:..:.:..:.m.:.:a:..:.tu::;rc.::e:........ __ in an increase in pH. This combination results in a loss of volatile ammonia (it smells). Once this toxic
Nitrate N ppm ammonia has been reduced and the pH drops, the microbes convert the ammonia to nitrates. A low
---:-:--:-1-:.:2:........ _ _..::im.:..:.:..:.m.:.:a:..:.tu::;rc.::e:........ __ ammonia + high nitrate score is indicative of a mature compost, however there are many exceptions.
pH value For example, a compost with a low pH (<7) will retain ammonia, while a compost with high lime content
___ 4"".7'-7'------'im;...;...m.c::a'-'tu"'-r...;:e'----can lose ammonia before the organic fraction becomes stable. Composts must first be stable before
curing indicators apply.
Cucumber Bioassay
100.0 Percent Cucumbers are chosen for this test because they are salt tolerant and very sensitive to ammonia
and organic acid toxicity. Therefore, we can germinate seeds in high concentrations of compost to
measure phytotoxic effects without soluble salts being the limiting factor. Values above 80% for both percent emergence and
vigor are indicative of a well-cured compost. Exceptions include very high salts that affect the cucumbers, excessive concentrations
of nitrates and other nutrients that will be in range when formulated to make a growing media. In addition to testing a 1:1 compost:
vermiculite blend, we also test a diluted 1:3 blend to indicate a more sensitive toxicity level.
Is Your Compost Safe Regarding Health?
Fecal Coliform
< 1000 I g dry wt. Fecal coliforms can survive in both aerobic and anaerobic conditions and is common in all initial
compost piles. Most human pathogens occur from fecal matter and all fecal matter is loaded in fecal coliforms. Therefore fecal
coliforms are used as an indicator to determine if the chosen method for pathogen reduction (heat for compost) has met the
requirements of sufficient temperature, time and mixing. If the fecal coli forms are reduced to below 1000 per gram dry wt. it is
assumed all others pathogens are eliminated. Potential problems are that fecal coliform can regrow during the curing phase or
during shipping. This is because the conditions are now more favorable for growth than during the composting process.
Salmonella Bacteria
Less than 3 3/4g dry wt. Salmonella is not only another indicator organism but also a toxic microbe. It has been used in the
case of biosolids industry to determine adequate pathogen reduction.
Metals
Pass The ten heavy metals listed in the EPA 503 regulations are chosen to determine if compost
can be applied to ag land and handled without toxic effects. Most high concentrations of heavy metals are derived from
woodwaste feedstock such as chrome-arsenic treated or lead painted demolition wood. Biosolids are rarely a problem.
Does Your Compost Provide Nutrients or Organic Matter?
Nutrients (N+P205+K20)
1.5 low nutrient content
This value is the sum of the primary nutrients Nitrogen, Phosphorus and Potassium. Reported units are consistent with those
found on fertilizer formulations. A sum greater than 5 is indicative of a compost with high nutrient content, and best used to supply
nutrients to a receiving soil. A sum below 2 indicates low nutrient content, and is best-used to improve soil structure via the
addition of organic matter. Most compost falls between 2 and 5.
Account No.:
4060755-1/1 -1299
Group: Jun.14 C No. 28
Date Received
Sample i.d.
Sample l.d. No.
20 Jun. 14
Fine
1/1 4060755
INTERPRETATION: Page three of three
Aglndex (Nutrients/Na+CI)
15 High nutrient ratio Composts with low Aglndex values have high concentrations of sodium and/or chloride
compared to nutrients. Repeated use of a compost with a low Aglndex (< 2) may result in sodium and/or chloride
acting as the limiting factor compared to nutrients, governing application rates. These composts may be used on well-draining
soils and/or with salt-tolerant plants. Additional nutrients form another source may be needed if the application rate is limited by
sodium or chloride. If the Aglndex is above 10, nutrients optimal for plant growth will be available without concern of sodium and/or
chloride toxicity. Composts with an Aglndex of above 10 are good for increasing nutrient levels for all soils. Most composts score
between 2 and 10. Concentrations of nutrients, sodium, and chloride in the receiving soil should be considered when determining
compost application rates. The Aglndex is a product of feedstock quality. Feedstock from dairy manure, marine waste, industrial
wastes, and halophytic plants are likely to produce a finished compost with a low Aglndex.
Plant Available Nitrogen (lbs/ton)
2 Low N Provider Plant Available Nitrogen (PAN) is calculated by estimating the release rate of Nitrogen from
the organic fraction of the compost. This estimate is based on information gathered from the BAC test and measured ammonia and
nitrate values. Despite the PAN value of the compost, additional sources of Nitrogen may be needed during he growing season to off-
set the Nitrogen demand of the microbes present in the compost. With ample nutrients these microbes can further breakdown organic
matter in the compost and release bound Nitrogen. Nitrogen demand based on a high C/N ratio is not considered in the PAN calculation
because additional Nitrogen should always be supplemented to the receiving soil when composts with a high C/N ratio are applied.
C/N Ratio
21 Indicates immaturity As a guiding principal, a C/N ratio below 14 indicates maturity and above 14 indicates
immaturity, however, there are many exceptions. Large woodchips (>6.3mm), bark, and redwood are slow to breakdown and
therefore can result in a relatively stable product while the C/N ratio value is high. Additionally, some composts with chicken manure
and/or green grass feedstocks can start with a C/N ratio below 15 and are very unstable. A C/N ratio below 10 supplies Nitrogen,
while a ratio above 20 can deplete Nitrogen from the soil. The rate at which Nitrogen will be released or used by the microbes is
indicated by the respiration rate (BAC). If the respiration rate is too high the transfer of Nitrogen will not be controlable.
Soluble Nutrients & Salts (EC5 w/w dw-mmhos/cm)
4.0 Average salts This value refers to all soluble ions including nutrients, sodium, chloride and some
soluble organic compounds. The concentration of salts will change due to the release of salts from the organic matter as it degrades,
volatilization of ammonia, decomposition of soluble organics, and conversion of molecular structure. High salts + high Aglndex is
indicative of a compost high in readily available nutrients. The application rate of these composts should be limited by the optimum
nutrient value based on soil analysis of the receiving soil. High Salts + low Aglndex is indicative of a compost low in nutrients with
high concentrations of sodium and/or chloride. Limit the application rate according to the toxicity level of thesodium and/or chloride.
Low salts indicates that the compost can be applied without risking salt toxicity, is likely a good source of organic matter, and that
nutrients will release slowly over time.
Lime Content (lbs. per ton)
5.1 Average lime content Compost high in lime or carbonates are often those produced from chicken manure (layers)
ash materials, and lime products. These are excellent products to use on a receiving soil where lime has been recommended by
soil analysis to raise the pH. Composts with a high lime content should be closely considered for pH requirements when formulating
potting mixes.
Physical Properties
Percent Ash
64.3 High ash content Ash is the non-organic fraction of a compost. Most composts contain approximately 50%
ash (dry weight basis). Compost can be high in ash content for many reasons including: excess minerilzation(old compost),
contamination with soil base material during turning, poor quality feedstock, and soil or mineral products added. Finding the source
and reducing high ash content is often the fastest means to increasing nutrient quality of a compost.
Particle Size % > 6.3 MM (0.25")
13.9 May restrict use Large particles may restrict use for potting soils, golf course topdressings, seed-starter
mixes, and where a fine size distribution is required. Composts with large particles can still be used as excellent additions to field
soils, shrub mixes and mulches.
Particle Size Distribution
Each size fraction is measured by weight, volume and bulk density. These results are particularly rei event with decisions to screen
or not, and if screening, which size screen to use. The bulk density indicates if the fraction screened is made of light weight organic
material or heavy mineral material. Removing large mineral material can greatly improve compost quality by increasing nutrient and
organic concentrations.
Appendix:
Plant Available Nitrogen (PAN) calculations:
PAN = (X * (organic N)) + ((NH4-N) + (N03-N))
X value = If BAC < 2 then X = 0.1
If BAC =2.1 to 5 then X = 0.2
If BAC =5.1 to 10 then X= 0.3
If BAC > 10 then X= 0.4
Note: If C/N ratio > 15 additional N should be applied.
Estimated available nutrients for use when calculating application rates
lbs/ton (As Rcvd.)
Plant Available Nitrogen (PAN)
Ammonia (NH4-N)
Nitrate (N03-N)
Available Phosphorus (P205*0.64)
Available Potassium (K20)
2.5
1.76
0.00
3.8
0.9
Page: 1 of 2
Report Number: 14-168-0210
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJ INOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH , NC 27610
Lab Number : 55977
Sample ld : SLUDGE CAKE
li~l
www.aleastern.com
A&L Eastern Laboratories, Inc.
T6Z1 wntteptne Koaa Ktcnmond, Virginia 23237 {804) 743-S401 Fax [phone]
Project : AJINOMOTO NORTH AMERICA
NC CERT#257
REPORT OF ANALYSIS Date Sampled: 6/13/2014 11:30:00
Date Received: 06/17/2014 00:00
Date Reported: 06/20/2014
RESUlT RESULT QUANTITATION LIMIT ANALYSIS
PARAMETER (%) (mg/kg) (mg/kg*) ANALYST DATE/TIME METHOD
Total Solids*.
Moisture*
Total Kjeldahl Nitrogen
Total Phosphorus
Total Potassium
Total Sulfur
Total Calcium
Total Magnesium
Total Sodium
Total Iron
Total Aluminum
Total Manganese
Total Copper
Total Zinc
Ammonia Nitrogen
Organic N
Nitrate+Nitrite-N·
Total Cadmium
-... -------100.0 134900 13.49
86.51
8.67
1.07
0.89
1.16
0.32
0.19
1.47
0.36
8.31
86700
10700
8930
11600
3160
1870
14700
813
200
80
33
59
3560
831 40
23.7
<2.0
100.0
10.0
100
100
100
100
100
100
100
100
5
5
5
10.0
10.0
2.00
2.0
JM 06/17/2014 15:00
JM 06/17/2014 15:00
JM 06/19/2014 07:45
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/2014 13:27
KM 06/18/201 4 13:27
KM 06/18/2014 13:27
KM 06/18/201 4 13:27
KM 06/18/2014 13:27
JM 06/18/2014 07:59
06/18/2014 07:59
JM 06/18/2014 08:00
KM 06/18/2014 13:27
SM-2540G
SM-2540G
SM-4500-NH3C-TKN
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 60 10C
SW 6010C
SW 6010C
SW6010C
SW6010C
SM-4500-NH3C
CALCULATION
SM-4500N03F
SW 6010C
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
ow reports ami !eUers are for the exctustve and conftderttia! use of our clients, and may not b~i> reprocluced ,, whole or part, nor may i)ny reference ba made
to tile \.1-'0rk. the ,-esu/ts,. or tile comp~ny in any advertising, nows release. ar other· public annoutJcements ~viti!Ol.Ji obtaining our. ptior wrlttoti authorizltiion.
~~
Debbie Holt
Pag~: 2 of 2
Report Number: 14-168-0210
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH , NC 27610
l!~l
www.aleastern.com
A&L Eastern Laboratories, Inc.
7621 Whitepine Road Richmond, Virginia 23237 . (804) 743·9401 Fax [phone]
Project : AJINOMOTO NORTH AMERICA
NC CERT#257
Lab Number : 55977
Sample ld : SLUDGE CAKE
REPORT OF ANALYSIS Date Sampled: 6/13/201411:30:00
Date Received: 06/17/2014 00:00
Date Reported: 06/20/2014
R METER RESULT RESULT QUANTITATION LIMIT NALYST ANALYSIS MET OD PA A (%) (mg/kg) (mg/kg*) A DATE/TIME H
Total Chromium 9 5 KM 06/1~/2014 13:27 SW6010C
Total Nickel 6 5 KM 06/18/2014 13:27 SW6010C
Total Lead <5 5 KM 06/18/2014 13:27 SW 6010C
Total Arsenic <3.0 3.0 KM 06/18/2014 13:27 SW 6010C
Total Mercury <0.4 0.4 KM 06/19/2014 00:00 SW-74718
Total Selenium <5.0 5.0 KM 06/18/2014 13:27 SW 6010C
pH (Standard Units)* 7.77 2.00 JM 06/18/2014 07:59 SW-9045D
Total Molybdenum <5 5 KM 06/18/2014 13:27 SW 6010C
Comments:
SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
QUALIFIER: THE MATRIX SPIKE WAS OUT OF LIMITS FOR "Fe", "P", AND "S". ALL OTHER QC DATA IS ACCEPTABLE.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports anc.t Je-Uors I:H'!J for tho exclusive an'j confidential uso of our clients, and may not be repro"ucod m ~".thole or pt.utl nor mt·W any roforoncc bo mHCi(~
to tilt' work. tho rosuiis, or tile comp<·lflY in-any advertising, news rc/oase. or ot/Jcr pul.>tic announcemetJIS willtout obtaming ow prio1-wrilton <wtltoriz,1tion.
kM#
Debbie Holt
Page: 1 of 2
Report Number: 13-249-0202
Account Number: 46974
Submitted By: KEVIN ADAMS
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH , NC 27610
I ii~)
www.aleastern.com
A &L Eastern Laboratories, Inc.
. -----·-. 7621 Whiteplne Road Richmond, Virginia LJLM 1HU4) 14J·S401 .fax [phone]
Project :CAKE SLUDGE
NC CERT#257
REPORT OF ANALYSIS Date Sampled: 9/5/2013 08:45:00
Date Received: 09/06/2013 00:00
Date Reported: 09/12/2013
Lab Number : 95352
Sample ld : CAKE SLUDGE
RESULT RESULT QUANTITATION LIMIT ANALYSIS
PARAMETER (%) (mg/kg) (mg/kg*) ANALYST DATE/TIME METHOD
Total Solids
Moisture*
Total Kjeldahl Nitrogen
Total Phosphorus
Total Potassium
Total Sulfur
Total Calcium
Total Magnesium
Total Sodium
Total Iron
Total Aluminum
Total Manganese
Total Copper
Total Zinc
Ammonia Nitrogen
Organic N
Nitrate+N itrite-N
Total Cadmium
15.90
84.1 0
8.62
1.08
0.81
0.84
0.34
0.17
1.21
159000 . .
0.25
8.37
86200
10800
8110
8400
3380
1730
12100
711
300
80
17
46
2450
83750
16.4
<2.0
100.0
100.0
10.0
100
100
100
100
100
100
100
100
5
5
5
10.0
10.0
2.00
2.0
JM
JM
JM
KM
KM
KM
KM
KM
KM
KM
KM
KM
KM
KM
JM
JM
KM
09/06/2013 14:30
09/06/2013 14:30
09/09/20 13 09:15
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/2013 12:33
09/09/201312:33
09/09/2013 12:33
09/09/2013 09:15
09/09/2013 09:15
09/09/2013 09:15
09/09/2013 12:33
SM-2540G
SM-2540G
SM-4500-NH3C-TKN
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW 6010C
SW6010C
SM-4500-NH3C
CALCULATION
SM-4500N03F
SW6010C
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
our reports and let!ers ate for the e~clusrve and confideNtial usa of our chorlls, and may not br; reproduced m whole or part, nor may any rofet"ence be 1nade
to the \!Vorl<. tmo resuris, or tlw company in any advertising{ news release. or other pubhc announcements without oblamino ow plior written uutfggfzation.
k~
Debbie Holt
\
Page: 2 of 2
· Report Number: 13-249-0202
Account Number: 46974
Submitted By: KEVIN ADAMS
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH, NC 27610
l!i~
www.aleastern.com
A&L Eastern Laboratories, Inc.
7621 Whitepine Road .Richmond, Virginia 23237 (804) 743.S401 Fax [phone]
Project : CAKE SLUDGE
NC CERT#257
Lab Number : 95352
Samp~ld:CAKESLUDGE
REPORT OF ANALYSIS Date Sampled: 9/5/2013 08:45:00
Date Received: 09/06/2013 00:00
Date Reported: 09/12/2013
PARAMETER RESULT RESULT QUANTITATION LIMIT ANALYST ANALYSIS METHOD (%) (mg/kg) (mg/kg*) DATE/TIME
Total Chromium 11 5 KM 09/09/2013 12:33 SW 6010C
Total Nickel 6 5 KM 09/09/2013 12:33 SW 6010C
Total Lead <5 5 KM 09/09/2013 12:33 SW 6010C
Total Arsenic <3.0 3.0 KM 09/09/2013 12:33 SW 6010C
Total Mercury <0.4 0.4 KM 09/09/2013 09:00 SW-74718
Total Selenium <5.0 5.0 KM 09/09/2013 12:33 SW 6010C
pH (Standard Units)* 7.63 2.00 JM 09/09/2013 09:15 SW-9045D
Total Molybdenum 5 5 KM 09/09/2013 12:33 SW 6010C
Comments:
SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
QUALIFIER: THE %RPD WAS OUT OF LIMITS FOR "TKN". THE MATRIX SPIKE WAS OUT OF LIMITS FOR "Fe", "P", AND "S". ALL OTHER QC DATA IS
ACCEPTABLE.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports anci !&l!ers ore ior tho excluszvo and corlflc1entiaf USQ of ou' chents, and may not t1e rt~proctucocf m t~.thole or part, nor may cJny reference bo rrmc!c
to the work. lhe resalls, or tho company in <·my advertising, news reiease . .or other public announcements ~·vithout obtamfng our priot t"tritten aurhorizaiion
Debbie Holt
AflJ£·~
Page: 1 of 2
Report Number: 13-352-0204
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH , NC 27610
Lab Number: 97177
Sample ld : SLUDGE CAKE
l iil~l
www.aleastern.com
A&L Eastern Laboratories, Inc.
7621 Whitepine Road Richmond, Virginia 23237 [phone] Fax [phone]
Project: SLUDGE CAKE
NC CERT#257
REPORT OF ANALYSIS Date Sampled: 12/17/2013 11 :30:00
Date Received: 12/18/2013 00:00
Date Reported: 12/23/2013
R METER RESULT RESULT QUANTITATION LIMIT ANALYST ANALYSIS METHOD PA A (%) (mg/kg) (mg/kg•) DATE/TIME
Total Solids •
Moisture •
Total Kjeldahl Nitrogen
Total Phosphorus
Total Potassium
Total Sulfur
Total Calcium
Total Magnesium
Total Sodium
Total Iron
Total Aluminum
Total Manganese
Total Copper
Total Zinc
Ammonia Nitrogen
Organic N
Nitrate+Nitrite-N
Total Cadmium
13.26
86.74
8.97
1.37
0.99
1.02
0.26
0.20
1.40
0.32
8.65
132600
89700
13700
9850
10200
2580
1970
14000
1390
200
70
14
48
3240
86460
11.3
<2.0
100.0 JM 12/18/2013 15:29 SM-2540G
100.0 JM 12/18/2013 15:29 SM-2540G
10.0 JM 12/19/2013 07:59 SM-4500-NH3C-TKN
100 KM 12/20/2013 10:55 SW 6010C
100 KM 12/20/2013 10:55 SW 6010C
100 KM 12/20/2013 10:55 SW 6010C
100 KM 12/20/201310:55 SW 6010C
100 KM 12/20/2013 10:55 SW 6010C
100 KM 12/20/201310:55 SW 6010C
100 KM · 12/20/2013 10:55 SW 6010C
100 KM 12/20/201310:55 SW 6010C
5 KM 12/20/2013 10:55 SW 6010C
5 KM 12/20/2013 10:55 SW 6010C
5 KM 12/20/2013 10:55 SW 6010C
10.0 JM 12/19/2013 08:15 SM-4500-NH3C
10.0 12/19/2013 07:59 CALCULATION
2.00 JM 12/19/2013 08:15 SM-4500N03F
2.0 KM 12/20/2013 10:55 SW 6010C
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Ovr reports and leUr-:rs are ior tltv FJxclusivo cmci conficlential use of our cftenls, and mtJy not be reproduced tn whole or part~ nor may ~ny reference bo macte
to the ... .:(1rk. lhe res ails, or tile company in i-my advertising, news rel;sase. or other public announcements ~".·ithout ob!aming ow priot a'ritton authoriz~1Non.
~~
Debbie Holt
Page: 2 of 2
Report Number: 13-352-0204
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH , NC 27610
At~
Iii
www.aleastern.com
A&L Eastern Laboratories, Inc.
7621 Whitepine Road Richmond, Virginia 23237 (804) 743·9401 Fax [phone]
Project : SLUDGE CAKE
NC CERT#257
REPORT OF ANALYSIS
Lab Number : 97177
Date Sampled: 12/17/2013 11 :30:00
Date Received: 12/18/2013 00:00
Sample ld : SLUDGE CAKE Date Reported: 12/23/2013
RESULT RESULT QUANTITATION LIMIT ANALYST ANALYSIS METHOD PARAMETER (%) (mg/kg) (mg/kg•) DATE/TIME
Total Chromium 11 5 KM 12/20/2013 10:55 SW 6010C
Total Nickel 5 5 KM 12/20/201310:55 SW6010C
Total Lead <5 5 KM 12/20/201 3 10:55 SW6010C
Total Arsenic <3.0 3.0 KM 12/20/2013 10:55 SW 6010C
Total Mercury <0.4 0.4 KM 12/20/201 3 09:00 SW-74718
Total Selenium <5.0 5.0 KM 12/20/2013 10:55 SW 6010C
pH (Standard Units)* 7.53 2.00 JM 12/19/2013 08:15 SW-9045D
Total Molybdenum <5 5 KM 12/20/201310:55 SW6010C
Comments:
SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
QUALIFIER: THE MATRIX SPIKE WAS OUT OF LIMITS FOR "K" AND "N03/N02-N". ALL OTHER QC DATA IS ACCEPTABLE.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Oar reports and letters arc for the oxchts!ite anci confidential use of our clianls_. tmd may not b~· rt...Aprocluccd m whole or {JHttj nor m~-iY any reference bo mfHte
to the 1.-1-'0rk. the results, or tlie company io any advertising. news release. or othtn pul,!Jc announcomenfs t·•:ithout obtaining ow p!ior wriUeo authC·ftZ<.1Uoo.
hM#
Debbie Holt
Page: 1 of 2
Report Number: 1·4-077-0214
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJ INOMOTO DR
RALEIGH, NC 27610
Lab Number : 98423
Sample ld : SLUDGE
~~I A&L Eastern Laboratories, Inc.
7621 wnnepme Roaa Rtcnmona, Vtrgmta 23237 (804f 743.S401 Fax [phone]
www.aleastern.com
Project: SLUDGE/NC CERT#257
REPORT OF ANALYSIS Date Sampled: 3/13/2014 09:30:00
Date Received: 03/18/2014 00:00
Date Reported: 03/21/2014
RESULT RESULT QUANTITATION LIMIT ANALYSIS
PARAMETER (%) (mglkg) (mglkg*) ANALYST DATE/TIME METHOD
Total Solids *
Moisture *
Total Kjeldahl Nitrogen
Total Phosphorus
Total Potassium
Total Sulfur
Total Calcium
Total Magnesium
Total Sodium
Total Iron
Total Aluminum
Total Manganese
Total Copper
Total Zinc
Ammonia Nitrogen
Organic N
Nitrate+ Nitrite-N
Total Cadmium
12.33
87.67
9.08
1.34
0.92
0.98
0.26
0.23
1.21
0.36
8.72
123300
90800
13400
9230
9780
2560
2270
12100
909
1300
74
9
44
3570
87230
8.92
<2.0
100.0 JM 03/18/2014 15:15 SM-2540G
100.0 JM 03/18/201 415:15 SM-2540G
10.0 JM 03/20/2014 09:49 SM-4500-N H3C-TKN
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/2014 14:57 SW 601 0C
100 KM 03/19/2014 14:57 SW6010C
100 KM 03/19/201414:57 SW 6010C
5 KM 03/19/2014 14:57 SW6010C
5 KM 03/19/2014 14:57 SW 6010C
5 KM 03/19/2014 14:57 SW6010C
10.0 JM 03/20/2014 09:49 SM-4500-NH3C
10.0 03/20/2014 09:49 CALCULATION
2.00 . jm 03/19/2014 09 :00 SM-4500N03F
2.0 KM 03/19/2014 14:57 SW 6010C
All va lues are on a dry we ight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports and !eUers ere for tho exclusive and confidential uso of our clients, and may not it& reproclucod rn v:hole or part. nor nJt:-ty any reffjrcnce be llU·)(te
to the work. tho rew/ls. or tlw comp:my in <my advt>rtismg, news release. or ocher public illl/louncomoncs without obtaming ow ptior written <wtllorization.
~~
Debbie Holt
Page: 2 of 2
Report Number: 14-077-0214
Account Number: 46974
Submitted By: ALLEN WEATHINGTON
Send To: AJINOMOTO NORTH AMERICA INC
4020 AJINOMOTO DR
RALEIGH, NC 27610
@i A&L Eastern Laboratories; Inc.
7621 Whi!eplne Road Richmond, Virginia 23.237 [phone] Fa~ [phone]
www.aleastern.com
Project : SLUDGE/NC CERT#257
Lab Number : 98423
Sample ld : SLUDGE
REPORT OF ANALYSIS Date Sampled: 3/13/2014 09:30:00
Date Received: 03/18/2014 00:00
Date Reported: 03/21/2014
RESULT RESULT QUANTITATION LIMIT ANALYST ANALYSIS METHOD PARAMETER (%) (mg/kg) (mg/kg*) DATE/TIME
Total Chromium 8 5 KM 03/19/2014 14:57 SW6010C
Total Nickel 5 5 KM 03/19/2014 14:57 SW 6010C
Total Lead <5 5 KM 03/19/2014 14:57 SW 6010C
Total Arsenic <3.0 3.0 KM 03/19/2014 14:57 SW 6010C
Total Mercury <0 .4 0.4 KM 03/19/2014 09:00 SW-7471 B
Total Selenium <5.0 5.0 KM 03/19/2014 14:57 SW 6010C
pH (Standard Units)* 7.63 2.00 JM 03/19/2014 09:00 SW-9045D
Total Molybdenum <5 5 KM 03/19/2014 14:57 SW 6010C
Comments:
SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES.
QUALIFIER: THE MATRIX SPIKE WAS OUT OF LIMITS FOR "AI". ALL OTHER QC DATA IS ACCEPTABLE.
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports and letters are lor lite exclusive and confidentiei use of our clienis, t:tnd may not be reproduced m v~-f,ofe or p;;ut, nor mtJY d"Y referonce be mocie
to the wofk. the results. or tile company in any adverttsmg, news.reiea.se. or oillOr public atmow1cements Wit/lOut obtaming Otlr priot written authortzatiOtl ..
k~
· Debbie Holt