WQ0023306_Residual Annual Report 2014_20150130

City of New Bern
2014 Annual Report
CLASS A RESIDUALS
Permit # WQ0023306
RFcFNED
JAN 3 0 Z015
�Wi;S�Ci1�N
TiOt�pFRi�CES&���3i
Prepared By:
Judy Majstoravich
City of New Bern
Land Application Residuals Operator
#13576
January 2015

1 -
• r
c
NEW BERN
NORTH CAROLINA
Department of Public Utilities
303 First Street, P.O. Box 1129
New Bern, NC 28563
January 21, 2015
NCDENR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1636
Reference: 2014 Land Application Annual Report
City of New Bern
CLASS A RESIDUALS Permit Number WQ0023306
The City of New Bern is submitting all monitoring and reporting requirements as specified in the above
referenced permit for its land application program for Sewage Sludge. There are three copies included.
The City has managed and compiled the submitted data.
The City produced approximately 2513 dried tons of sludge during 2014, which met the Class A Sewage
Sludge criteria. Approximately 1485 tons of dried sludge were distributed by a sludge spreader truck on
2940 acres of farmland. The city hauled approximately 273 tons to Craven County Solid Waste
Management Authority to be used to grow ground cover. The report includes: 1) Annual Land
Application Certification Form (ACF), 2) Class A Annual Distribution and Marketing Certification and
Summary Form (DMSDF) with land application field reports, 3) Operator Pasteurization Logs, 4)
Annual Residual Sampling Summary Form (RSSF) with laboratory data, 5) Annual Pathogen and Vector
Attraction Reduction Form (PVRF), with laboratory data, and 6) TCLP Analysis.
Key contacts are listed in the back of the report. If any further information is required, please contact
Robert Jones at [phone] or one of the other contacts.
Sincerely,
Judy Majstoravich
Treatment Plants Manager
Enclosures
cc: File
Everything comes together here.

1) Annual Land Application Certification Form
(ACF)

ANNUAL LAND APPLICATION CERTIFICATION FORM
WQ Permit#: WQ0023306 County:
Facility Name (as *shown on permit):
Land Application Operator: .
Craven
Year: 2014
City of New Bern
Judy Majstoravich Phone: [phone]
Land application of residuals as allowed by the permit occurred during the past calendar year?
. Yes ❑ No - If No, skip Part A, and Part B and proceed to Part C. Also, If residuals were
generated but not land applied, please attach an explanation on how the "residuals were handled.
Total number of application fields in the permit: NA
Total number of fields utilized for land application during the year: NA
Total amount of dry tons applied during the year for all application sites: 1485
Total number of acres utilizes for land application during the year: 1 2940
rart is - Annuai uomniance Statement:
Facility was compliant during calendar year 2014 with all conditions of the land application permit
(including but not limited to items 1-13 below) issued by the Division of Water Quality. 0 Yes ❑ No
If no please, provide a written description why the facility was not compliant, the dates, and explain corrective action
taken.
1) Only residuals approved for this permit were applied to the permitted sites.
2) Soil pH was adjusted as specified in the permit and lime was applied (if needed) to achieve a soil pH of at least 6.0 or
the limit specified in the permit.
3) Annual soils analysis were performed on each site receiving residuals during the past calendar year and three (3) copies
of laboratory results are attached.
4) Annual TCLP analysis (if required) was performed and three (3) copies of certified laboratory results are attached.
5) All other monitoring was performed in accordance with the permit and reported during the year as required and three (3)
copies of certified laboratory results are attached.
6) The facility did not exceed any of the Pollutant Concentration Limits in 15A NCAC 02T .1105(a) or the Pollutant
Loading Rates in 15A NCAC 02T .1105(b) (applicable to 40 CFR Part 503 regulated facilities).
7) All general requirements in as specified in the Land Application Permit were complied with (applicable to 40 CFR Part
503 regulated facilities).
8) All monitoring and reporting requirements in 15A NCAC 02T .1111 were complied with (applicable to 40 CFR Part
503 regulated facilities).
9) All operations and maintenance requirements in the permit were complied with or, in the case of a deviation, prior
authorization was received from the Division of Water Quality.
10) No contravention of Ground Water Quality Standards occurred at a monitoring well or explanations of violations are
attached to include appropriate actions and rem, ediations.
11) Vegetative cover was maintained and proper crop management was performed on each site receing residuals, as -
specified in the permit.
12) No runoff of residuals from the application sites -onto adjacent property or nearby surface waters has occurred.
13) All buffer requirements as specified on the permit were maintained during each application of residuals.
Part C - Certification:
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations."
Jordan Hughes, City Engineer
Permittee Name and Title (type or print) Signature of Permittee Date
Signatu a of P parer* Date Signature of Land Applier Date
(if different from Permittee) (if different from Permittee and Preparer)
* Preparer is defined in 40 CFR Part 503.9 (r) and 15A NCAC 02T _1102 061 DENR FORM ACT (19i9nna)

CITY APPLICATION RATES
Month
Total Loads
Spread
Total Wet
Tons
%Solids
Total Dry
Tons
Acres
Used
January
16
120
37.39
31.00
100
February
0
0
32.80
0
0
March
75
555
34.04
189
444
April
63
494
35.90
177
346
May
95
718
36.33
263
503
June
97
752
33.41
251
390
July
0
0
39.51
0
0
August
0
0
44.35
0
0
September
0
0
38.35
0
0
October
89
675
44.60
301
358
November
54
421
46.25
195
649
December
26
176
44.84
79
150
Totals
515
3911
1485
2940
Taken to CRSWMA*
Month
Total Wet Tons
% Solids
Total Dry
Tons
January
0
37.39
0
February
0
32.80
0
March
0
34.04
0
April
0
35.90
0
May
0
36.33
0
June
0
33.41
0
July
0
39.51
0
August
0
44.35
0
September
0
38.35
0
October
0
44.60
0
November
1781
46.251
82
December
426
44.84
191
Totals
604
273
* Used for ground cover for landfill.

Sludge Calculations
2014
WASTE ACTIVATED SLUDGE
WAS % Solids
WAS Volume MG
WAS Dried Solids Tons
Jan
0.60
3.26
82
Feb
0.60
2.94
74
Mar
0.70
3.26
95
Apr
0.55
3.19
73
May
0.60
3.26
82
Jun
0.50
3.15
66
1 u I
0.50
3.24
68
Aug
0.40
3.47
58
Sep
0.40
3.06
51
Oct
0.30
2.86
36
Nov
0.30
2.13
27
Dec
0.50
1.81
38
Averages
0.501
2.97
62
Totals
35.63
747
2013
BELT PRESS VOLUME
Belt Press Inf. %Solids
Press Volume gal.
Gallons/Day
Dried Tons Inf. Press
Jan
1.10
1811400
58432
83
Feb
1.05
1399200
49971
61
Mar
1.35
1813800
58510
102
Apr
1.25
2038000
67933
106
May
1.25
1720296
55493
90
Jun
1.15
1842360
61412
88
Jul
1.00
1836600
59245
77
Aug
1.45
1851000
59710
112
Sep
0.85
1976128
65871
70
Oct
1.95
1867004
60226
152
Nov
1.00
1577776
52593
66
Dec
1.35
1525492
49209
86
Averages
1.23
1771588
58217
91
Totals
21.3
1093
2014
THERMO BLENDER
RPD Inf. %Solids
Volume RDP
Gallons/Day
Dried Tons RDP Inf.
RDP Eff. %Solids
Dried RDP Eff Tons
Jan
12.8
155667
5022
83
24.6
160
Feb
14.1
104196
3721
61
31.0
135
Mar
13.0
188356
6076
102
22.0
173
Apr
12.2
208811
6960
106
30.5
266
May
9.7
221688
7151
90
24.4
226
Jun
12.9
164241
5475
88
28.7
197
Jul
15.6
117731
3798
77
35.9
176
Aug16.0
167747
5411
112
33.0
231
Sep
16.8
99983
3333
70
35.2
147
Oct
16.8
216706
6991
152
44.3
400
Nov
15.0
1051851
3SO61
661
41.0
180
Dec
15.1
136385
44001
861
39.5
224
Averages
14.2
1572251
51541
911
32.5
109
Totals
1.89
1093
2513

Polymer & Lime Addition
Month
Hours Run
Time
Pounds Lime
Added Per
hour
Pounds Lime
Added
Pounds
Polymer
Added Per
Hour
Pounds
Polymer Added
Total Tons
Additives
Tons Dried
Sludge Produced
Jan
274
752
206048
0.24
66.3
103
160
Feb
190
752
142880
0.25
47.88
71
135
March
289
752
217328
0.26
74.77
109
173
April
303
752
227856
0.30
90.04
114
266
May
264
752
198528
0.29
75.72
50
226
June
240
752
180480
0.26
63.23
47
197
July
242
752
181984
0.37
90.2
53
176
Aug
231
752
173712
0.32
74.82
49
231
Sept
226
752
169952
0.34
77.67
47
147
Oct
2271
752
170704
0.20
46.03
57
400
Nov
1581
752
118816
0.16
25.93
63
180
Dec
1811
752
136112
0.17
30.36
66
224
Totals
2825.00
2124400
1 762.951
8291
2515.00
Average
235.42
177033
1 63.581
691
209.58

2) Class A Annual Distribution and Marketing Certification
And Summary Form (DMSDF)
With Land Application Field Reports

CLASS A ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY FORM
WQ PERMIT #: WQ0023306 FACILITY NAME: City of New Bern
PRONE: 252.639.7555 COUNTY: Craven OPERATOR: Judy Majstoravich
FACILITY TYPE (please check one): ❑ Surface Disposal (complete Part A (Source(s) and "Residual In" Volume only) and Part C)
0 Distribution and Marketing (complete Parts A, B, and C)
Was the facility in operation during the past calendar. year? Yes El No - ❑ —* If No skip parts A, B, C and certify form below
Part A*:
Part B*:
Month
Sources() ( s include NPDES # if
applicable)
Volume (dry tons)
Recipient Information
Amendment/
Bulking Agent
Residual In
Product Out
Name(s)
Volume (dry tons)
Intended use(s)
January
NC0025348/WQ0003765
103
83
160
37
corn
February
NC0025348/WQ0003765
71
61
135
See Attachment
0
March
NC0025348/WQ0003765
109
102
173
Land Application
188
cotton/corn
April
NC0025348/WQ0003765
114
'06
266
Field Reports
177
corn
.May
NCO025348AV 0003765
50
90
226
263
soybeans
June
NC0025348/WQ0003765
47
88
197
251
soybeans
July
NC0025348
53
77
176
0
August
NCO025348
49
112
231
0
September
NCO025348
47
70
147
0
October
NC0025348/WQ0003765
57
152
400
301
wheat
November
NC0025348/WQ0003765
63
66
180
195
wheat
December
NC0025348/WQ0003765
66
86
224
79
beans
Total from FORM DMSDF (sup)
_ ; _.-.
Totals:
Annual (dry
,829
987
_
2515 -
1_491' :. _ ,' .
...... .�,.............
Amendments used: Lime/polymer Bulking Agent(s) used: None
* If more space is required, attach additional information sheets (FORM DMSDF (supp)): Total Number of Form DMSDF (Supp)
Part C:
Facility was compliant during the past calendar year with all conditions of the land application permit p Yes
(including but not limited to items 1-3 below) issued by the Division of Water Quality: ❑ No ► If No, Explain in Narritive
1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached.
2. All operation and maintenance requirements were compiled with or, in the case of a deviation, prior authorization was received from the Division of Water Quality.
3. No contravention of Ground Water Quality Standards occurred at a monitoring well.
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
3191fa—tu-re ofPermittee �' D to Sign#ure o reparet k*
(if different from Permittee)
**Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
�a
Date
DENR FORM DMSDF (12/2006)

D. APPLICATION, FIELD -REPORT'
_2014
LAND APPLIER SIT - E/FIELD RAINFALL INCHES SITEC­����
(previous 24 hrs) CONDITION
SITEMIELD
TOTAL LOADS -
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
L I BS/ACRES
1785 Biddle
16
120
37.39
0.3116
74,780
100
748
T

LAND • -•-
-2014
LAND APPLIER
SITE/FIELD
RAINFALL INCHES
(previous 24 hrs)
SITE
CONDITION
. Application
ITE/FIFE
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
LBS/ACRES
TOTAL:
..
0
1 0

LAND APPLICATION:FIELD;REPORT,
-2014
March
LAND APPLIER
SITE/FIELD
LOADS
TEMP
RAINFALL INCHES
(previous 24 hrs)
SITE
CONDITION
CROP
3
L Simmons
NBRC#5
4
65
0.11
damp sand
cotton
3
L Simmons
NBRC#2
3
65
0.11
damp sand
cotton
10
L Simmons
NBRC#6
10
72
0.00
damp sand
cotton
10
L Simmons
NBRC#1
2
72
0.00
damp sand
cotton
11
L Simmons
NBNRC#4
9
78
0.00
damp sand
cotton
12
L Simmons
G#24Z
1
73
0.08
damp sand
corn
12
L Simmons
G#19
2
73
0.08
damp sand
corn
14
L Simmons
G#24Z
1
61
0.00
damp sand
corn
14
L Simmons
G#26
2
61
0.00
damp sand
corn
14
L Simmons
G#17
2
61
0.00
damp sand
corn
14
L Simmons
G#27
2
61
0.00
damp sand
corn
20
L Simmons
Quaker Trail
5
69
0.02
damp sand
corn
21
L Simmons
Quaker Trail
9
71
0.00
damp sand
corn
22
L Simmons
Whitford 7
8
79
0.00
damp sand
beans
25
L Simmons
Whitford 11
5
53
0.34
damp sand
beans
26
L Simmons
Whitford 11
7
50
0.00
damp sand
beans
31
L Simmons
G#8
3
70
0.00
damp sand
bermuda
TOTAL:
75
SITEIFIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED.
(dried tons x 2000)
ACRES USED
LBSIACRES
NBRC5
4
32
10.90
0.3404
21,800
12
1817
NBRC2
3
24
8.17
16,340
8
2043
NBRC6
10
80
27.20
54,400
40
1360
NBRC1
2
16
5.40
-10,800
50
216
NBRC4
9.
72
24.50
49,000
84
583
G24Z
2
14
4.80
9,600
19
505
G#19
2
16
5.40
10,800
21
514
G17
2
16
5.40
10,800
24
450
G#26
2
16
5.40
10,800
18
600
G#27
2
16
5.40
10,800
18
600
Quaker Tr
14
102
34.70
69,400
25
2776
Whitford #7
8
48
16.30
32,600
87
375
Whitford#11
12
82
27.90
55,800
20
2790
G#8
31
21
7.10
1
14,2001
181
789
TOTAL188157
'-; 377140
444

LAND APPLICATION FIELD REPORT:;
e
2014F.
April
LAND APPLIER
SITE/FIELD
LOADS -
TEMP
RAINFALL INCHES
SITE
CROP
(previous 24 hrs)
CONDITION
1
L Simmons
G #8
3
81
0.00
dry
Bermuda hay
2
L Simmons
Dees
8
80
0.00
dry
beans
3
L Simmons
T 569 #25, 26
8
86
0.00
dry
Corn
3
L Simmons
T 580# 3-13
8
86
0.00
dry
corn
3
L Simmons
Boyd
0.5
86
0.00
dry
pasture
4
L Simmons
T 580# 1,2
3
77
0.00
dry
corn
4
L Simmons
T576#1,2,3,4
3
77
0.00
dry
corn
4
L Simmons
T571# 1,2,3,4
3
77
0.00
dry
corn
7
L Simmons
Dees T 572#1-18
11
70
0.00
dry
corn
10
L Simmons
T572#20-27
8
79
0.00
dry
corn
10
L Simmons
wildlife ROW
2
79
0.00
dry
corn
10
L Simmons
5 slipes by concrete
4
79
0.00
dry
corn
21
L Simmons
wildlife ROW
1
72
0.13
damp
corn
TOTAL:
62.5
SITE/FIELD
TOTAL LOADS
TOTAL WET TONS
TOTAL DRIED TONS
POUNDS APPLIED
ACRES USED
LBS/ACRES
(loads x tons)
(wet tons x % solids)
(dried tons x 2000)
T572 Dees
27
212
76.11
0.3590
152,220
158.1
963
wildlife
3
22
7.90
15,800
6
2633
G#8
3
24
8.62
17,240
18
958
T569
8
64
22.98
45,960
10.5
4377
T580
11
86
30.87
61,740
86.1
717
T576
3
20
7.18
14,360
15.4
932.5
T571
3
30
10.77
21,540
23.5
917
by concrete
4
32
11.49
22,980
25.5
901
Boyd
0.5
4
1.44
2,880
3
960
TOTAL
62 5
494,
317736
354;720
346.1

LAND"APPLICATIONTlgLD,REPORTI'�--,'
2014
May
LAND APPLIER
SITE/FIELD
LOADS
TEMP
RAINFALL INCHES
(previous 24 hrs).,
SITE
CONDITION
CROP
2
L Simmons
Cowell Loop
1
76
0.3
dry
corn
5
L Simmons
Cowell Loop
8.5
01
0
dry
corn
6
L Simmons
Cowell Loop
12
87
0
dry
corn
7
L Simmons
Cowell Loop
5
84
0
dry
corn
7
L Simmons
Chinchilla Rd
5
84
0
dry
soybeans
8
L Simmons
Chinchilla Rd
8
96
0
dry
soybeans
9
L Simmons
Chinchilla Rd
4
96
0
dry
soybeans
10
L Simmons
Biddle Rd
15
96
0
dry
soybeans
12
L Simmons
Biddle Rd
10
78
0.20
damp
soybeans
14
L Simmons
Moore Lane
5
94
.0.01
dry
soybeans
15
L Simmons
Moore Lane
5
91
0.00
dry
soybeans
29
L Simmons
Bear Hole Rd-
8
82
0.05
dry
soybeans
30
L Simmons
Bear Hole Rd
7
87
0.00
dry
soybeans
30
L Simmons
Bear Hole Rd
1
87
0.00
dry
soybeans
ITOTAL:
94.5
SITE/FIELD"
TOTALIOADS.
TOTAL WET TONS
(loadsk tons)
TOTAL DRIED TONS
(wet tons x % solids)
-POUNDS APPLIED}
(dried tons, i 2000)
-ACRES USED
LBS/ACRES.
Cowell
26.5
210-
79.29
0.3633
158,580
200
793
Chinchilla
17
102.
36.06
72,120
65
1145.
Biddle
25
200
72.66
-
145,320
125
1163
Moore
10
80
29.06
58,120
50
1162
Bear Hole
16
126
45.78
91,560
65
1409
ra/.

LAND APPLICATION. FIELD REPORT'-:,-
June
LAND APPLIER
SITE/FIELD
LOADS
TEMP
RAINFALL INCHES
(previous 24 hrs)
SITE
CONDITION
CROP
2
L Simmons
Honolulu
8
88
0.00
dry
soybeans
3
L Simmons
Honolulu Rd
12
94
0.00
dry
soybeans
4
L Simmons
horse shoe field
1
99
0.00
dry
soybeans
4
L Simmons
Sermon lower
1
99
0.00
dry
soybeans
5
L Simmons
G#2 AB
6
99
0.00
dry
soybeans
5
L Simmons
G#13
4
99
0.00
dry
soybeans
7
L Simmons
G#13
3
90
0.00
dry
soybeans
7
L Simmons
G#2 A
1
90
0.00
dry
soybeans
7
L Simmons
G#21
2-
90
0.00
dry
soybeans
7
L Simmons
G#2 C
1
90
0.00
dry
soybeans
7
L Simmons
G#2 B
3
901
0.00
dry
-
soybeans
9
L Simmons
G#21
4
90
0.02
dry
soybeans
9
L Simmons
G# 12
3
0.02
dry
soybeans
11
L Simmons
G#12
3
---90
97
0.30
damp
soybeans
11
L Simmons
G#29
1
97
0.30
damp
soybeans
11
L Simmons
Sermons upper
1
97
0.30
damp
soybeans
12
L Simmons
Sermons upper
6
91
0.42
damp
soybeans
13
L Simmons
Sermons upper
4
95
0.21
damp
soybeans
16
L Simmons
Sermons upper
9
97
0.00
dry
soybeans
18
L Simmons
Sermons upper
3
101
0.00
dry
soybeans
19
L Simmons
T 573
4,
102
0.06
dry
soybeans
19
L Simmons
T 578
6
102
0.06
dry
soybeans
19
L Simmons
T 579
4
102
0.0611
dry
soybeans
24
L Simmons
T574 #1-8
5
781
0.00
dry
soybeans
25
L Simmons
T 574 #9-17.19
2
971
0.001
dry
soybeans
TOTAL:
97
SITEIFIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
LBSIACRES
Honolulu
20
160
53.46
0.3341
106,920
150
713
horseshoe
1
7
2.34
4,680
4
1170
Sermons Ln
24
191.5
63.90
127,800
46
2778
G#2
11
88
29.40
58,800
13
4523
G#1 3
7
56
18.71
37,420
12
3118
G#12
6-
51
17.04
34,080
12
2840
G#21
6
50
16.71
33,420
16.5
2025
G#29
1
8.5
2.84
8
5,680
2
2840
T 573
4
23
7.68
M
15,360
29
530
T 678
6
35
11.36
22,720
35
649
IT 574
71
551
18.38
36,76iO
551
668
IT 579
41
271
9.02
18,0401
151
1203
7521�
0.
25 64 r

-ION FIEMIREPORT
�._-2014
RAINFALL INCHES
-SITE
. Application
a
SITEIFIELD
TOTAL ...ACRES
(loads x tons)
. - ..
(wet tons x % solids)
.. .
(dried tons x 2000)
•
1
1
l A I
i///////////////
/
1
i/E0041/////

'LAND APPL"IG
August LAND APPLIERSITE/FIELD LOADS .
No
TION FIELD -REPORT :=
`2014
TEMP RAINFALL INCHES SITE CROP
(Drevious 24 hrs) CONDITION
SITE/FMLD I TOTAL LOADS I TOTAL
xE T O S I (wet
D Xsolids) DRIED TONS
(dried tons x S I PO DLIED I ACRES USED I LBS/ACRES

...:.. _
:LA ND APP-LICATION`FIELD REPORT -
77
20.14
September LAND APPLIER SITE/FIELD LOADS TEMP RAINFALL INCHES SITE CROP
(previous 24 hrs) CONDITION
No application
SITE/FIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED:
(dried tons x 2000)
ACRES USED'
LBS/ACRES
TOTAL:._, ;,;;:: t
r 0
0
-0:00,
0
0

LAND APPLICATION FIELD REPORT
2014
October
LAND APPLIER
SITE/FIELD
LOADS
TEMP
RAINFALL INCHES
SITE
CROP
(previous 24 hrs)
CONDITION
2
Lsimmons
#8-11#15-17 T572
4
80
0.00
damp
wheat
3
Lsimmons
#6,7,12-14,18,19
5
78
0.00
damp
wheat
6
Lsimmons
T572#20-25
8
77
0.00
dry loam
wheat
7
Lsimmons
T544
1.5
80
0.00
dry loam
wheat
7
Lsimmons
T596 #1-4
4
80
0.00
dry loam
wheat
7
Lsimmons
T572 #26 - 27
2
80
0.00
dry loam
wheat
7
Lsimmons
T577 #1
1.5
80
0.00
dry loam
wheat
8
Lsimmons
T581#1-4
2
86
0.00
dry loam
wheat
8
Lsimmons
T602#1&2
4
86
0.00
dry loam
wheat
8
Lsimmons
T580#17-20#
4
86
0.00
dry loam
wheat
9
Lsimmons
T602 #3
2
86
0.00
dry loam
wheat
9
Lsimmons
T569 #21
2
78
0.00
dry loam
wheat
10
Lsimmons
T580#12&13
3
83
0.00
dry loam
wheat
13
Lsimmons
T580#15-16,1-2
4
85
0.00
dry loam
wheat
13
Lsimmons
T576#1-3
5
85
0.00
dry loam
wheat
14
Lsimmons
T580 #6-11
7
85
0.00
dry loam
wheat
15
Lsimmons
T572 #1-5
6
80
0.07
dry loam
wheat
21
Lsimmons
T580 #4-5
2
78
0.01
dry loam
wheat
27
Lsimmons
T572 #15 & 18
7
74
0.01
dry loam
wheat
28
Lsimmons
T575
1
83
.0.00
dry loam
wheat
28
Lsimmons
T572 #20-25
5
83
0.00
dry loam
wheat
28
Lsimmons
Otter CK #2
1
83
0.00
dry loam
wheat
29
Lsimmons
T572 #26 & 27
2
81
0.00
dry loam
wheat
29
Lsimmons
T 579 #6
1
81
0.00
dry loam
wheat
30
Lsimmons
T572 #19
1
67
0.48
damp loam
wheat
31
Lsimmons
T 580 # 1-4
4
65
0.00
damp loam
wheat
TOTAL:
89
SITE/FIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
LBS/ACRES
T572
40
316.5
141.16
0.4460
282,320
158.1
1786
T544
1.5
11
4.91
9,820
5.78
1699
T576
5
35
15.61
31,220
20.4
1530
T596
4
30
13.38
1 26,760
16.4
1632
T579
1
8
3.57
7,140
4.49
1590
T575
1
8
3.73
7,460
3.14
2376
T577
1.5
it
4.91
9,820
5.7
1723
T581
2
15
6.69
131380
21.3
628
T602
6
44
19.62
39,240
13.4
2928
T580
24
174
77.60
155,200
101.3
1532
T569
2
14
6.24
12,4801
6.1
2046
Otter Ck #2
1
8
3.57
7,1401
2
3570
TOTAL:
89
674.5
300.99
601,980
358.11

20,14
RAINFALL INCHES
SITE
November
LAND APPLIER
SITE/FIELD
LOADS
TEMP
CROP
(previous 24 hrs)
CONDITION
Lsimmons
T569#24171819
8
63
0
damp
wheat
Lsimmons
Dan Johnson
.........
Lsimmons
Dan Johnson
4
73
0
damp
wheat
;Lsimmonszb"a
n o
Lsimmons
Jenkins
Lsimmons
Lsimmons
Burkett
13
Lsimmons
Burkett Rd
7
67
18
Lsimmons
Burkett Rd.
7
62
19
Lsimmons
Burkett Rd.
7
49
2i-1-�--,.1";r-:"1.,
wheat
'dry
Lsimmons
Burkett Rd.
ITOTAL:
54
SITE/FIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL DRIED TONS -
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
LBS/ACRES
T569
8
64
29.60
0.4625
59,200
36
1644
D Johnson
12
94
43.48
86,960
150
580
Jenkins
10
80
37.00
74,000
238.
311
Burkett
24
183
84.64
169,280
225
752

: REPPRT`�� LAND'APPLICKTION FIELD
-2014
December
LAND APPLIER
SITE/FIELD
LOADS
TEMP
RAINFALL INCHES
SITE
CROP
(previous 24 hrs)
CONDITION
3
L Simmons
Silo Rd
5
66
0.00
damp
beans
4
L Simmons
Silo Rd
9
56
0.01
damp
beans
5
L Simmons
ISilo Rd
7
62
0.00
damp
beans
6
L Simmons
ISilo Rd
5
67
0.00
damp
beans
kilelf-11 MWMMMM���
S . ITE/FIELD
TOTAL LOADS
TOTAL WET TONS
(loads x tons)
TOTAL ' DRIED TONS
(wet tons x % solids)
POUNDS APPLIED
(dried tons x 2000)
ACRES USED
LBS/ACRES
Silo Rd
26
175.5
78.69
0.4484
157,380
150
1049
IT TAW
MMMOMM

3) Operator Pasteurization Logs

PASTEURIZATION LOG
2014.
OPERATORS
- 'pH ..Y
# LIME
PROCESS„TEMPERAl-URE&
:PASTEURIZATION.DISCHARGE''
-,: %SOLIDS
per`.Hour
'ZONE 1-,
ZONE;2
_ ;ZONE.3
ZONE,4..
ZQNE 5 '
READING 1 "-
;: READING_2=
READING 3.,
: INITIAL
FINAL,:,
1
H
2
AT
BR
12.4
880
750
off
off
375
530
189
177
173
3
AT
LS
12.4
850
756
off
off
375
530
194
189
185
4
5
6
AT
LS
12.5
880
740
off
off
375
530
187
184
175
13.5
19.1
7
AT
LS
12.3
950
742
off
off
375
530
191
180
188
8
AT
LS
12.5
860
750
off
off
375
530
204
195
187
9
AT
LS
12.4
900
740
off
off
375
530
205
188
188
10
AT
LS
12.5
860
730
off
off
375
530
196
181
187
11
AT
LS
12.5
1050
740
off
off
375
510
175
181
180
12
13
AT
LS
12.5
765
735
off
off
375
530
199
180
174
12
30
14
AT
LS
12.5
740
714
off
off
375
520
200
177
173
15
AT
LS
12.5
815
714
off
off
375
520
170
195
188
16
AT
BR
12.5
760
716
off
off
375
530
207
186
188
17
AT
BR
12.3
780
713
off
off
375
530
208
186
190
18
19
20
H
21
AT
BR
12.3
875
705
off
off
375
530
198
177
173
14.5
26.3
22
AT
BR
12.3
930
704
off
off
378
530
197
176
175
23
AT
LS
12.3
980
710
off
off
375
530
181
183
186
24
LS
BR
12.3
970
707
off
off
375
530
197
176
175
25
26 '
27
AT
BR
12.5
942
704
off
off
375
530
188
183
179
11.8
29.6
28
AT
BR
12.4
960
704
off
off
370
530
198
177
178
29
frozen
30
frozen
31
AT
12.4
1030
700
off
off
365
540
202
194
1.85

PASTEURIZATION LOG
2014
Feb
OPERATORS-,-..
pH . _
# LIME
PROCESS TEMPERATURES
'-,PASTEURIZATION _DISCHARGE
%aSOLIDS
per Hour
ZONE,1 .:
ZONE T
ZONE_ 3
ZONE 4
,. ZONE 5 .
READING;1.;;
READING 2 `
.; READING, 3
.;INITIAL
FINAL
1 •
2
3
AT
BR
12.4
809
742
off
off
375
530
209
182
180
14.1
36.5
4
AT
BR
12.4
840
740
off
off
374
530
210
173
172
5
AT
BR
12.4
865
730
off
off
375
530
209
175
180
6
AT
BR
12.4
902
737
off
off
390
530
206
184
193
7.
AT
BR
12.4
960
736
off
off
375
530
194
172
177
8
9
10
AT
BR
12.4
960
739
off
off
375
530
199
179
174
14
27.2
11 -
AT
BR
12.2
1150
738
off
off
375
530
191
180
190
12
LS
12.4
1100
738
off
off
375
530
181
190
185
13
AT
LS
12.4
930
722
off
off
375
530
185
189
182
14
AT
BR
12.4
900
731
off
off
375
520
190
197
184
15
16
17
AT
BR
12.4
975
736
off
off
375
530
186
180
181
14.1
25.4
18
AT
BR
12.3
920
741
off
off
376
530
205
178
181
19
AT
BR
12.3
900
735
off
off
376
530
203
180
191
20
AT
BR
12.4
851
726
off
off
375
530
207
177
181
21
AT
BR
12.5
700
726
off
off
375
530
206
178
171
22
23
24
down
25
down
26
down
27
down
28
down

PASTEURIZATION °, LOG. ` ... : `:
214' 0;
Mar
OPERATORS
pH :
#;LIME'r
'' .PROLES&TEMPERATURES : :.
=.,PASTEURIZATION -DISCHARGE. ,.: "
- %SOLIDS:._ .r.
-
per.H,our
".ZONE 1=
ZONE 2
_ZONE 3
:ZONE 4::
ZONE 5 _
READING.1
_
READING 2-
."REAUING;3•
INITIAL-
• FINAL _
1
LS
12.4
1200
off
off
off
375
530
207
209
200
2
LS
12.5
1415
off
off
off
375
560
207
199
210
3
AT
BR
12.4
1282
off
292
off
395
575
205
200
200
14.1
41
4
AT
BR
12.4
1230
off
600
off
375
570
207
202
183
5
AT
BR
12.4
1330
off
900
off
457
570
195
161
180
6
AT
BR
. 12.5
1390
off
900
off
466
570
202
179
172
7
AT
LS
12.4
1300
off
900
409
570
188
182
188
8
9
10
AT
BR
12.3
-1300
off
900
off
440
1 570
204
182
182
13.7
30.9
11
AT
BR
12.4
1301
off.
900
off
453
570
205
172
185
12
down
off
900
13
AT
BR
12.4
1300
off
900
off
451
570
206
182
188
14
AT
BR
12.3
1340
off
900
off'
449
570
211
186
190
15
16
17
AT
BR
12.4
1305
off
900
off
453
570
204
193
202
11.8
21.5
18
AT
BR
12.4
1341
off
900
off
451
575
206
195
200
19
AT
BR
12.4
1300
off
900
off
470
575
196
198
205
20
AT
BR
12.3
1300
off
900
off
450
575
208
200
202
21
AT
BR
12.4
1240
off
900
off
449
570
202
196
200
22
23
24
AT
BR
12.3
1255
off
900
off
471
570
200
203
206
13.9
26.1
25
AT
BR
12.4
1360
off
900
off
460
570
208
201
200 .
26
AT
BR
12.5
1290
off
900
off
470
575
207
198
192
27
AT
BR
12.3
1300
off
900
off
447
575
207
192
192
28,
AT
BR
12.3
1270
off
900
off_
460
575
208
182
183
29
30
31
AT .
LS
12.4
1-270
off
900
off
455
575
211 1
186
199
11
25.9

PASTEURIZATION LOG
2014
APRIL
OPERATORS
pH
#LIME,
PROCESS
TEMPERATURES
PASTEURIZATION DISCHARGE
%SOLIDS
perNour..
ZONE 1
I •ZONE.2
ZONE,3-1
ZONE 4 -
'ZONE 5
1 READING 1-
I READING 2 _I
.READING 3
1 INITIAL:j
FINAL -
1
AT
BR
12.4
1380
off
900
off
460
575
206
183
192
2
AT
BR
12.4
1290
off
900
off
460
575
210
180
188
3
AT
BR
12.4
1110
off
900
off
460
575
211
197
191
4
AT
BR
12.4
984
off
900
off
460
575
210
187
179
5
6
7
AT
BR
12.3
950
off
900
off
375
575
211
196
196
9.3
28.1
8
AT
BR
12.3
971
off
900
off
375
575
210
196
188
9
AT
BR
12.5
970
off
900
off
375
575
210
182
196
-
10
AT
BR
12.3
960
off
900
off
375
575
209
182
190
11
AT
BR
12.3
870
off
900
off
460
575
211
181
184
12
13
14
AT
BR
12.3
840
off
900
off
460
575
211
178
194
15.1
32.8
15
AT
BR
12.4
688
off
900
off
460
575
211
194
189
16
AT
BR
12.4
800
off
900
off
465
575
211
188
192
17
AT
BR
12.4 ,
795
off
900
off
470
575
211
196
189
18
H
19
20
21
AT
BR
12.3
1010
off
900
600
460
575
209
185
187
14.1
29
22
AT
LS
12.5
970
off
900
800
460
575
208
183
192
23
AT
LS
12.5
987
off
900
900
454
575
206
172
193
24
AT
LS
12.3
970
off
900
900
460
575
197
191
173
25
AT
LS
12.2
720
off
900
900
400
575
205
183
160
26
27
28
AT
LS
12.3
930
off
900
900
400
575
199
206
165
14.3
25.9
29
AT
LS
12.3
747
off
900
900
400
575
201
185
164
30
AT
LS
12.3
830
off
900
900
400
575
200
180
169

PAST .. EURIZATION `: LOG . - .. :.
2014--:.,
May
OPERATORS
pH
# LIME
PROCESS TEMPERATURES, :
,: PASTEURIZATION. DISCHARGE
%SOL` IDS
perHour"
;"ZONE 1 '
..ZONE 2
ZONE 3 _
: ZONE:'4.
ZONE 5
R_ EADING.1,
READING 2
_READING3''
:INITIAL
FINALS ".
1
AT
BR
12.5
600
off
900
900
400
575
212
176
169
2
AT
BR
12.4
600
off
900
450
400
575
207
174
164
3
4
5
AT
BR
12.5
669.
off
900
off
400
575
204
170
166
9.9
19.4
6
AT
BR
12.5
919
off
900
off
434
575
197
185
190
7
AT
BR
12.3
1176
off
900
890
450
575
193
180
212
8
AT
BR
12.3
1090
off
off
825
449
575 -
209
210
207
9
AT
BR
12.3
1290
off
off
851
450
575
212
211
212
10
11
-
12
AT
BR
12.3
1052
off
445
760
450
230
211
211
204
16.1
37
13
AT
BR
12.4
850
off
550
850
450
575
211
195
191
14
BR
12.3
760
off
900
850
460
575
210
187
191
15
off
16
AT
BR
12.4
625
off
850
850
400
310
209
185
188
17
18
19
AT
BR
12.3
811
off
486
434
300
300
210
192
198
9.5
29.3
20
AT
BR
12.4
880
off
519
off
450
300
208
188
190
21
AT
BR
12.4
880
off
490
850
450
300
206
189
184
22
AT
BR
12.2
862
off
475
off
465
300
205
190 _
174
23
AT
BR
12.4"
790
off
481
851
433
300
205
194
193
24
25
26
H
27 .
AT
BR
12.3
960
off
480
850
430
300
206
186
192
9.6
29.3
28
AT
BR
12.4
756
off
449
off
379
300
205
174
180
29
AT
BR
12.4
760
off
450
830
377
300
211
185
188
30
AT
BR
12.3
714
off
449
831
400
300
207
184
190
IL 31

PASTEURIZATION LOG _
201.4
June
OPERATORS,
; ::.pH
LIME • .
PROCESS TEMPERATURES
PASTEURIZATION DISCHARGE -
%SOLIDS
per Hout,"
`ZONE-1 ,
"ZONE 2 ;
ZONE 3".:
ZONE 4
-ZONE 5'a
-,READING 1
READING 2"
READINGS .r
' ,INITIAL•
' ,FINAL
1
2
AT
BR
12.4
770
off
460
830
400
300
206
186
191
9.9
28.4
3
AT
BR
12.3
703
off
460
700
400
300
210
184
180
4
AT
BR
12.3
670
off
460
700
400
300
210
194
184
5
AT
BR
12.4
625
off
460
700
402,
300
206
179
181
6
BR
12.5
740
off
460
700
400
300
159
206
202
7
8
9
AT
BR
12.4
560
off
460
700
400
300
203
180
180
16
28
10
AT
BR
12.4
600
off
453
off
397
300
206
183
182
11
AT
BR
12.4
520
off
460
700
400
300
205
181
181
12
AT
BR
12.4
560
off
460
700
400
300
205
182
180
13
AT
BR
12.4
525
off
460
700
400
300
205
182
181
14
15
16
AT
BR
12.4
480
off
460
700
400
300
207
178
177
15.9
28.9
17
AT
BR
12.4
500
off
450
700
385
275
204
181
183
18
AT
BR
12.4
580
off
460
700
400
306
205
184
185
19
BR
12.3
540
off
460
700
400
360
206
187
182
20
LS
BR
12.3
1000
off
460
700
400
300
210
168
175
21
22
23
LS
BR
12.4
975
off
460
700
400
300
210
182
179
15.1
31.4
24
BR
12.3
1150
off
460
700
400
300
204
165
180
25
LS
BR
12.3
621
off
460
700
400
300
209
185
189
26
LS
BR
12.4
620
off
460
700
400
300
209
185
189
27
LS
BR
12.3
630
off
460
700
400
300
208
182
184
28
29
30
LS
BR
12.3
1000
off
460
700
400
300
210
171
169 t
15.1
31.6

PASTEURIZATION LOG l "2014°;;
JULY
'OPERATORS -,pH
_f
LIME
-�PROCESS,TEMPERA,t(JFZ --
'PASTEURIZATION DISCHARGE:
%SOLIDS
per`.Hour.
ZONE 1, -
z ZONE 2"
; ZONE 3
;,ZONE 4:'
ZONE,5
"READIN6.1
':-READING 2
;READING,3".
1
AT
BR
12.4
570
off
460
700
400
300
1 209
178
180
2
AT
BR
12.4
600
off
460
700
400
300
207
176
177
3
AT
BR
12.4
600
off
460
700
400
300
207
178
178
4
H
5
6
7
AT
BR
12.4
1020
off
460
700
400
300
199
176
172
15
36.8
8
AT
BR
12.4
960
off
460
700
400
300
186
175
171
9
AT
BR
12.3
820
off
off
700
400
300
207
200
194
10
AT
BR
12.3
830
off
`off
off
400
300
202
194
193
11
AT
BR
12.5
900
off
off
700
400
300
203
201
205
12
13
14
AT
BR
12.4
800
off _
off
720
400
300
205
205
198
16.3
36.1
15
AT
LS
12.5
900
off
off
700
400
300
205
206
206
16
AT
BR
12.4
800
off
off
700
400
300
204
197
199
17
AT
BR
12.4
880
off
off
700
400
300
207
197
199
18
AT
BR
12.4
950
off
off
700
400
300
210
195
196
19
20
21
AT
BR
12.4
1160
off
off
700
400
300
192
173
166
16.1
34.9
22
AT
BR
12.4
860
off
off
700
400
300
208
192
186
23
AT
BR
12.3
800
off
off
700
400
300
204
188
189
24
AT
BR
12.3
830
off
off
700
400
300
199
190 .
191
25
LS
BR
12.3
830
off
off,
700
400
300
207
199
200
26
27
28
LS
BR
12.4
1121
off
off
700
400
300
207
184
181
16.3
38.3
29
LS
BR
12.4
900
off
off"
700
400
300
204
203
204
30
LS
BR
12.4
1180
off
off
700
40Q
300
203
175
178
31
LS
BR
12.4
800
off
r ff
700
400
300
204 1
196
201

PASTEURIZATION LOG
AUG ..
OPRERATORS
PH .
LIME .,,
PROCESS TEMPERATURES
PASTEUR_ IZATION"DISCHARGE
%§OLIDS .,"
Pe�:Hour
ZONE 1
: 'ZONE 2 ,
".ZONE 3.:
ZONE 4
ZONE;S„
- RE�4DING".1 •
"READING 2:_:
READING 3
"INITIAL
-.=FINAL.:.
1
LS
BR
12.4
830
off
off
700
400
300
202
199
200
2
3
4
belt
down
5
belt
down
6
LS
BR
12.4
860
off
off
700
400
300
203
178
195
7
LS
LS
12.5
1190
off
off
700
400
300
193
176
181
8
LS
BR
12.4
1240
off
off
700
400
300
192
168
172
9
10
11
LS
BR
12.4
900
off
off
700
400
300
194
206
206
14.9
27.8
12
LS
BR
12.4
1130
off
off
700
400
300
204
182
180
13
LS
BR
12.4
980
off
off
700
400
300
205
201
202
14
LS
BR
12.4
800
off
off
700
400
300
210
207
203
15
LS
BR
12.4
870
off
off
700
400
300
210
206
196
16
17
18
AT
BR
12.4
1000
off
off
700
400
300
207
175
178
17
38.2
19
AT
BR
12.4
650
off
off
700
400
300
201
198
184
20
AT
BR
12.4
723
off
off
700
400
300
200
198
199
21
AT
BR
12.4
700
off
off
700
400
300
200
203
201
22
AT
BR
12.4
750
off
off
700
400
300
201
203
.203
23
24
25
AT
BR
12.4
900
off
off
700
400
300
210
196
188
16.3
40.3
26
AT
BR
12.5
750
off
off
700
400
300
200
196
197
27
AT
BR
12.5
700
off
off
700
400
300
204
196
198
28
AT
BR
12.5
725
off
off
700
400
300
204
200
201
29
AT
BR
12.5
680
off
off
700
400
300
205
198
183
30
31

PASTEURIZATION .. LOG
2014 :
OPERATORS
pH
# LIME -
�PROCESS:TEMPERATURES�
PASTEURIZATION,DISCHARGE
per, Hour
:ZONE 1e
ZQNE,2
ZQNE 3.,
;;ZONE 4'.
ZONE_5 -
:-.READING'1 '
.READING 2 ,.';READINGS.
INITIAL":'
1
holiday
2
AT.
BR
12.4
835
off
off
700
400
300
194
205
193
3
AT
LS
12.4
932
off
off
700
400
300
208
176
175
16.8
40.4
4
AT
BR
12.3
950
off
off
700
400
300
203
176
171
5
AT
12.4
740
off
off
700
400
300
196
187
186
6
7
8
AT
12.3
830
off
off
700
400
300
163
199
196
17.3
38.7
9
AT
BR .
12.4
952
off
off
700
400
300
209
203
202
10
AT
BR
12.4
600
off
off
700
400
300
198
187
176
11
AT
BR
12.4
650
off
off
700
400
300.
196
186
166
12
AT
BR
12.5
710
off
off
700
400
300
189
161
172
13
14
15
AT
BR
12.4
870
off
off
700
400
300
201
187
176
.16.7
.30
16
AT
BR
12.4
730
off
off
700
400
300
203
189
183.
17
AT
BR
12.3
940
off
off
700
400
300
186
209
199
18
AT
BR
12.4
730
off
off
700
400
300
202
184
184
19
AT
BR
12.5
730
off
off
700
400
300
205
189
183
20
21
.22
AT
BR
12.3
1151
off
off
700
400
300
207
204
199
18.8
38.4
23
AT
BR
12.4
870
off
off,
700
400
300
205
192'
180
24
AT
BR
12.5
800
off
off
700
400
300
207
194
196
25
AT
BR
12.3
760
off
off
700
400
300
204
192
192
26
AT
BR
12.4
700
off
off
700
400
300
206
192
189
27
28
29
AT ..
BR
12.4
840
off
off
700
400
300
207
175
181
16.7
38.2
30
AT
BR
12.4
866
off
off
700
400
300
200
186
182

PASTEURIZATION '.LOG 2014
OCT.' "
OPERATORS
pH .,
#LIME= ` "
. PROCESS:TEMPERATURE$
PASTEURIZATION DISCHARGE
%SOLIDS - .
•Per,Hour,
"ZONE 1 :..
ZONE 2
ZONE 3:.
I''ZONE,4'."
-ZONE 5'-"
'READINGI:
'READING2
•;READING,3
INITIAL,"
FINAL .,.:
1
AT
BR
12.4
1025
off
off
700
400
300
198
165
184
2
AT
BR
12.5
1030
off
off
700
400
300
198
176
175
3
AT
LS
12.4
1025
off
off
700
400
300
200
176
167
4
5
6
AT
BR
12.4
1075
off
off
700
400
300
200
208
203
16.6
40.2
7
AT
BR'
12.5
840
off
off
700
400
300
159
196
195
8
AT
BR
12.5
590
off
off
700
400
300
200
178
176
9
AT
BR
12.4
1000
off
off
700
400
300
185
170
191
10
AT-
BR
12.5
590
off
off
700
400
300
180
191
187
11
12
13
AT
BR
12.4
630
off
off
700
400
300
195
193
193
16.9
48.3
14 '
AT
BR
12.4
550
off
off
700
400
300
187
179
181
15
AT
BR
12.4
530
off
off
700
400
300
185
171
181
16
AT
BR
12.4
560
off
off
700
400
300
182
176
178
17
AT
BR
12.4
650
off
off
700
400
300
185
171
173
18
19
20
AT
BR
12.3
626
off
off
700
400
300
183
184
186
21
DOWN
22
DOWN
23
LS
BR
12.4
890
off
off
700
400
300
208
191
197
12.7
38.1
24
LS
BR
12.3
840
off.
off
700
400
300
208
196
194
'25
26
27
AT
LS
12.3
800
off
off
700
400
300
182
193
189
14.7
55.8
28
AT
BR
12.4
728
off
off
700
400
300
204
189
186
29
AT
BR
12.3
690
off
off
700
400
300
195
180
183
30
AT
BR
12.4
690
off
off
700
400
300
200
189
188
31
AT
BR
12.4
700
off
off
700
400
300
200
190
187 4

<... •:: :.. : ' _PASTEURIZATION . LOG . 201.4;.
OPERATORS
pH
#LIME
PROCESS
RO
TEMPERATURES,.
PASTEURIZATION`DISCHARGE;
er Hour;
p_
ZONE 1 ;
__ZONE 2
, ZONE 3,
;ZONE-4 ,
'ZONE 5 :
;;READING 1:
=: READING`,2=
'READING;,3'.;
.'INITIAL
FINAL
1
2
3
AT
LS
12.5
1080
off
off
700
400
300
170
170
170
14.4
44
4
AT
LS
12.3
860
off
off
700
400
300
204
203
180
5
AT
LS
12.3
800
off
off
900
400
300
203
199
193
6
AT
LS
12.4
700
off
off
900
400
300
194
194
196
7
AT -
LS
12.3
760
off
off
900
400
300
200
193
190
8
9
10
AT
LS
12.3
1050
off
off
900
400
300
171
174
171
11
H
12
AT
BR
12.5
710
off
off
900
400
300
207
194
185
.15.5
38
13
AT
BR
12.4
776
off
off
900
400
300
206
197
186
14
AT
BR
12.5
775
off
off
900
400
300
200
199
200
15
16
17
down
18
AT
BR
12.3
clear h2o
off
off
700
400
300
159
207
165
19
AT
BR
lime
clear h2o
off
off
700
400
300
215
171
171
20
AT
BR
lime
clear h2o
off
off
700
400
300 1
159
252
180
21
AT
BR
lime
clear h2o
off
off
700
400
300
159
209
182
22
23
24
LS
BR
lime
clear h2o
off
off
700
400
300
159
300
179
25
AT
BR
12.4
clear h2o
off
off
700
400
300
159
214
185
26
down
27
H
28
H
29
30

PASTEURIZATION. LOG
2014
Dec :
OPERATORS
-
H
# LIME
PROCESS TEMPERATURE$
=
PASTEURIZATION DISCHARGE
%SOLIDS,
per:Wour
ZONE 1
. ZONE2
ZONE 3
.. ZONE 4
,ZONE 5"_
READING 1
READING:2=. ,I,-READING.3
:INIT.IAL
FINAL'r
1
LS
BR
12.4
1440
off
off
900
400
300
181
184
201
2
LS
BR
12.4
1440
off
off
900
400
300
205
205
206
3
AT
LS
12.4
870
off
off
700
400
300
204
186-
178
4
AT
LS
12.4
823
off
off
700
400
300
206
195
193
5
AT
BR
12.4
740
off
off
700
400
300
202
191
193
6
7
8
AT
BR
12.4
840
off
off
700
400
300
209
189
192
15.7
36.4
9
AT
BR
12.4
830
off
off
700
400
300
199
190
191
10
AT
BR
12.4
740
off
off
700
400
300
189
164
164
11
AT
BR
12.5
740
off
off
700
400
300
195
163
159
12
LS
12.5
855
off
off
700
400
300
205
186
165
13
14
15
AT
BR
12.5
440
280
off
900
400
300
195
186
855
15.4
49.2
16
AT
BR
12.5
470
280
off
900
400
300
201
169
166
17
AT
BR
12.5
450
280
off
900
400
300
200
163
160
18
AT
BR
12.5
200
280
off
900
400
300
200
200
166
19
down
20
21
22
down
23
down
24
H
H
25
H.
H
26
H
H
27
28
29
down
30
AT
BR
12.4
1200
260
off
900
400
300
173
177
162
31
AT
BR
12.5
860
260
off
700
42L_L
300
201
188
189

4) Annual Residuals Sampling Summary Form (RSSF)
With Laboratory Data

ANNUAL RESIDUAL SAMPLING SUMMARY FORM
Please note that your permit may contain additional parameters to be analyzed. The parameters can be reported in FORM RSSF - B
WQ Permit Number: WQ0023306 Laboratory:
Facility Name: City of New Bern
Residual Source WQ # or NCO025348
NPDES ##:
WWTP Name:
Residual Analvsis Data
1)
2)
3)
4)
5)
City of New Bern
Environment I, Inc.
Parameter
�(mg/kg)
Conc..
Limit
m /k a
Sample or Composite Date
1/6/14
2/6/14
3/10/14
4/3/'4
5/5/14
6/5/14
7/8/14
8/7/14
9/8/14
10/2/14
11/3/14
12/4/14
Percent Solids (%)
NA
31.16
32.80
34.04
35.90
36.33
33.41
39.51
44.35
38.35
44.60
46.25
44.84
Arsenic
75
< 2.5
< 2.5
< 2.5
< 2.5
< 2.5
< 2.5
<2.5
< 2.5
< 2.5
< 2.5
< 2.5
< 2.5
Cadmium
85
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Copper
4,300
81�
66
62
58
70
75
73
79
112
92
93
92
Chromium
NA
4
< 2.5
< 2.5
3
3
4
4
< 5.0
5
4
4
4
Lead
840
6
5.9
7
5.4
< 2.5
5
5
5
7
6
8
7
Mercury
57
0.17
0.22
6.16
0.11
0.13
0.14
0.1
0.07
0.14
0.14
0.17
0.17
Molybdenum
75
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5:0
< 5.0
< 5.0
< 5.0
Nickel
420
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.0
7
< 5.0
< 5.0
< 5.0
Selenium
100
<5
<5.0
<5.0
<.5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
Zinc
7,500
218
163
245
129
177
241
240
227
330
248
233
253
Total Phosphorus
NA
12001
12409
9423
9403
11177
14773
1234.1
10520
12508
10162
8723
9114
TKN
NA
24317
24353
24423
20872
27050
33570
25447
21030
23007
15066.
'5779
16279
Ammonia -Nitrogen
NA
273
218
347
380
326
420
285
305
218
190
14.4
66.08
Nitrate and Nitrite
NA
21.45
16.55
30.25
25.23
22.88
13.85 1
13.47 1
13.45
31.43_
29.74
31.42
20.11
a For surface disposal facilities the ceiling concentration limits listed in this form are not applicable. Reference the individual permit for metals limits.
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gathered and evaluated -the information submitted. I am aware that there are significant
penalties for submitting false information, including the possibility, of fines and imprisonment for knowing violations."
Signa re of reparer * Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM RSSF (12/2006)

Erton(M Flo hwnoudid
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JURY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
1946
01/13/14 LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
01/15/14 MEL
3113B-04
Calcium (dry wt. basis), mg/kg
299617
01/13/14 LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
01/17/14 MEL
3113E-04
Copper (dry wt. basis), mg/kg
81
01/13/14 LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
4
01/13/14 LFJ
EPA200.7
Lead (dry weight basis), mg/kg
6
01/28/14 MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
4660
01/13/14 LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.17
01/17/14 ADD
245.1 113-94
Nickel (dry wt. basis), mg/kg
<5.0
01/13/14 LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
4180
01/13/14 LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
01/16/14 MEL
3113B-04
Silver (dry wt. basis), mg/kg
3
01/23/14 LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
2890
01/28/14 ADD
3111B-99
Zinc (dry wt. basis), mg/kg
218
01/16/14 ADD
3111B-99
Total Cyanide (dry weight), mg/kg
28.3
01/13/14 SEJ
450OCNE-99
Total Solids, %
31.16
01/07/14 CMC
2540G-97
TKN (dry wt.), mg/kg
24317
01/13/14 ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
273
01/14/14 ALB
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
12001
01/13/14 ALB
365.4 -74
Nitrate -Nitrite (dry wt.), mg/kg
21.45
01/10/14 ANO
353.2 R2-93
Plant Available Nitrogen, mg/kg
9776
01/22/14 SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
01/13/14 LFJ
EPA200.7
PHONE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 01/06/14
DATE REPORTED : 01/31/14
D�
REVIEWED BY: /�

[��doQo��c��� alp D�c�oQpoQa�c�d
CITY OF NEW BERN (BIOSOLIDS)'
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
ID#: 214
DATE COLLECTED: 02/06/14
DATE REPORTED : 03/28/14
REVIEWED BY:
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
1780
03/05/14 LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
03/24/14 MEL
3113B-04
Calcium (dry wt. basis), mg/kg
308149
03/05/14 LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
03/19/14 MEL
3113B-04
Copper (dry wt. basis), mg/kg
66
03/05/14 LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
<2.5
03/05/14 LFJ
EPA200.7
Lead (dry weight basis), mg/kg
5.9
03/21/14 MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
4460
03/05/14 LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.22
02/11/14 ADD
245.1 113-94
Nickel (dry wt. basis), mg/kg
<5.0
03/07/14 LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
4185
03/05/14 LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
03/25/14 MEL
3113B-04
Silver (dry wt. basis), mg/kg
4
03/05/14 LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
<1250
03/07/14 ADD
3111B-99
Zinc (dry wt. basis), mg/kg
163
02/21/14 ADD
3111B-99
Total Cyanide (dry weight), mg/kg
86.9
02/17/14 SEJ
450OCNE-99
Total Solids, %
32.80
02/11/14 CMC
2540G-97
TKN (dry wt.), mg/kg
24353
02/13/14 ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
218
02/11/14 ALB
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
12409
02/13/14 ALB
365.4 -74
Nitrate -Nitrite (dry wt.), mg/kg
16.55
02/12/14 ANO
353.2 112-93
Plant Available Nitrogen, mg/kg
9780
02/17/14 'SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
03/05/14 LFJ
EPA200.7
a
33

p
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), mg/kg
Total Solids, %
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding Analysis Method
Basin (RA) Date Analyst Code
1761
03/24/14 LFJ
EPA200.7
<2.5
03/24/14 MEL
3113B-04
314115
03/24/14 LFJ
EPA7140
<0.5
03/26/14 MEL
3113B-04
62
03/24/14 LFJ
EPA200.7
<2.5
03/24/14 LFJ
EPA200.7
7
04/03/14 MEL
3113B-04
4397
03/24/14 LFJ
EPA200.7
0.16
03/20/14 MLM
245.1 R3-94
<5.0
04/04/14 LFJ
EPA200.7
3668
03/24/14 LFJ
EPA200.7
<5.0
04/01/14 MEL
3113B-04
<2.5
03/24/14 LFJ
EPA200.7
< 1250
03/21/14 ADD
3111B-99
245
03/21/14 ADD
3111B-99
12.95
03/17/14 SEJ
450OCNE-99
34.04
03/11/14 LW
2540G-97
24423
03/20/14 ANO
351.2 112-93
347
03/18/14 ALB
350.1 112-93
9423
03/20/14 ALB
365.4 -74
30.25
03/19/14 ANO
353.2 112-93
9780
03/24/14 SEJ
<5.0
04/04/14 LFJ
EPA200.7
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 03/10/14
DATE REPORTED : 04/10/14
REVIEWED BY:

13
EjAmME&W % kwommU 0
_'- Wastewater ID: 10
P.O. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CITY OF NEW BERN (BIOSOLIDS)
MS. JURY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
1858
04/15/14 LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
04/15/14 MEL
3113B-04
Calcium (dry wt. basis), mg/kg
300573
04/15/14 LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
04/22/14 MEL
3113B-04
Copper (dry wt. basis), mg/kg
58
04/15/14 LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
3
04/15/14 LFJ
EPA200.7
Lead (dry weight basis), mg/kg
5.4
04/30/14 MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
4077
04/15/14 LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.11
04/15/14 MTM
245.1 R3-94
Nickel (dry wt. basis), mg/kg
<5.0
04/15/14 LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
4170
04/15/14 LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
04/21/14 MEL
3113B-04
Silver (dry wt. basis), mg/kg
<2.5
04/15/14 LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
<2500
04/25/14 MTM
3111B-99
Zinc (dry wt. basis), mg/kg
129
04/25/14 MTM
3111B-99
Total Cyanide (dry weight), mg/kg
65.6
04/15/14 SEJ
450OCNE-99
Total Solids, %
35.9
04/08/14 MDD
2540G-97
TKN (dry wt.), mg/kg
20872
04/10/14 ANO
351.2 R2-93
Ammonia Nitrogen. (dry wt.),mg/kg
380
04/08/14 ALB
350.1 112-93
Phosphorus, T. (dry wt.), mg/kg
9403
04/10/14 ALB
365.4 -74
Nitrate -Nitrite (dry wt.), mg/kg
25.23
04/09/14 ANO
353.2 R2-93
Plant Available Nitrogen, mg/kg
8412
04/14/14 SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
04/15/14 LFJ
EPA200.7
ID#: 214
DATE COLLECTED: 04/03/14
DATE REPORTED : 05/01/14
REVIEWED BY:

Emwkwu(W Flo hw
TMUd
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
1911
05/20/14 LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
06/04/14 MEL
3113B-04
Calcium (dry wt. basis), mg/kg
297734
05/20/14 LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
05/28/14 MEL
3113B-04
Copper (dry wt. basis), mg/kg
70
05/20/14 LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
3
05/20/14 LFJ
EPA200.7
Lead (dry weight basis), mg/kg
<2.5
05/20/14 MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
4275
05/20/14 LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.13
05/21/14 MTM
245.1 R3-94
Nickel (dry wt. basis), mg/kg
<5.0
05/20/14 LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
3832
05/20/14 LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
05/30/14 MEL
3113B-04
Silver (dry wt. basis), mg/kg
<2.5
05/20/14 LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
2740
05/15/14 MEL
3111B-99
Zinc (dry wt. basis), mg/kg
177
05/27/14 MTM
3111B-99
Total Cyanide (dry weight), mg/kg
36.3
05/15/14 SEJ
450OCNE-99
Total Solids, %
36.33
05/06/14 CMC
2540G-97
TKN (dry wt.), mg/kg
27050
05/12/14 ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
326
05/08/14 ANO
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
11177
05/12/14 ALB
365.4 -74
Nitrate -Nitrite (dry wt.), mg/kg
22.88
05/09/14 ANO
353.2 R2-93
Plant Available Nitrogen, mg/kg
10875
05/13/14 SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
05/20/14 LFJ
EPA200.7
PHONE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 05/05/14
DATE REPORTED : 06/04/14
REVIEWED BY:

U Flo h(wommUd
rc
waatewater ID: 10
�P. � 8 _ KM PHONE [phone]
P.O. BOX 7085, 114 OAKMON i of=s'vc
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 214
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129 DATE COLLECTED: 06/05/14
NEW BERN ,NC 28563 DATE REPORTED : 07/14/14
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), mg/kg
Total Solids,
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding Analysis Method
Basin (RA) Date Analyst Code
2033
06/19/14 LFJ
EPA200.7
<2.5
07/01/14 MEL
3113B-04
272134
06/18/14 LFJ
EPA200.7
<0.5
06/25/14 MEL
3113B-04
75
06/19/14 LFJ
EPA200.7
4
06/19/14 LFJ
EPA200.7
5
07/11/14 MEL
3113B-04
4353
06/19/14 LFJ
EPA200.7
0.14
06/19/14 MTM
245.1 113-94
<5.0
06/19/14 LFJ
EPA200.7
3660
06/19/14 LFJ
EPA200.7
< 5.0
07/07/14 MEL
3113B-04
<2.5
06/17/14 LFJ
EPA200.7
1528
06/20/14 MTM
3111B-99
241
06/25/14 MTM
3111B-99
35.64
06/17/14 SEJ
450OCNE-99
33.41
06/06/14 LW
2540G-97
33570
06/12/14 ANO
351.2 R2-93
420
06/10/14 ALB
350.1 112-93
14773
06/12/14 ALB
365.4 -74
13.85
06/11/14 ANO
353.2 R2-93
13484
06/18/14 SEJ
<5.0
06/19/14 LFJ
EPA200.7
REVIEWED BY:

n n n
GREENVILLE, N.C. 27835-7085 FAX [phone]
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
1965
07/18/14 LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
07/22/14 CMF
3113B-04
Calcium (dry wt. basis), mg/kg
286327
07/18/14 LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
07/21/14 CMF
3113B-04
Copper (dry wt. basis), mg/kg
73
07/18/14 LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
4
07/18/14 LFJ
EPA200.7
Lead (dry weight basis), mg/kg
5
07/27/14 CMF
3113B-04
Magnesium (dry wt. basis), mg/kg
4269
07/18/14 LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.10
07/24/14 MTM
245.1 R3-94
Nickel (dry wt. basis), mg/kg
<5.0
07/18/14 LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
3430
07/18/14 LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
07/31/14 CMF
3113B-04
Silver (dry wt. basis), mg/kg
<2.5
07/18/14 LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
<1250
07/22/14 MTM
3111B-99
Zinc (dry wt. basis), mg/kg
240
07/22/14 MTM
3111B-99
Total Cyanide (dry weight), mg/kg
39.0
07/10/14 SEJ
450OCNE-99
Total Solids, %
39.51
07/08/14 LW
2540G-97
TKN (dry wt.), mg/kg
25447
07/17/14 ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
285
07/10/14 ANO
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
12341
07/17/14 ALB
365.4 -74
Nitrate -Nitrite (dry wt.), mg/kg
13.47
07/11/14 ANO
353.2 R2-93
Plant Available Nitrogen, mg/kg
10221
07/18/14 SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
07/18/14 LFJ
EPA200.7
ID#: 214
DATE COLLECTED: 07/08/14
DATE REPORTED : 08/06/14
REVIEWED BY:

hTtmEM % hmpumbd
P.O. BOX 7085, 114 OAKMONT D
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), mg/kg
Total Solids, %
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding Analysis Method
Basin (RA) Date Analyst Code
1578
08/13/14
LFJ
EPA200.7
<2.5
08/21/14
LFJ
3113B-04
273051
08/13/14
LFJ
EPA200.7
<0.5
08/22/14
LFJ
3113B-04
79
08/13/14
LFJ
EPA200.7
<5.0
08/13/14
LFJ
EPA200.7
5
08/19/14
LFJ
3113B-04
4481
08/13/14
LFJ
EPA200.7
0.07
08/26/14
MTM
245.1 113-94
<5.0
08/13/14
LFJ
EPA200.7
3360
08/25/14
LFJ
EPA200.7
<5.0
08/14/14
CMF
3113B-04
< 2.5
08/13/14
LFJ
EPA200.7
1774
08/18/14
MTM
3111B-99
227
08/19/14
MTM
3111B-99
43.6
08/19/14
SEJ
450OCNE-99
44.35
08/11/14
LW
254OG-97
21039
08/14/14
ANO
351.2 112-93
305
08/12/14
ALB
350.1 R2-93
10520
08/14/14
ALB
365.4 -74
13.45
08/13/14
ANO
353.2 R2-93
8460
08/15/14
SEJ
<5.0
08/13/14
LFJ
EPA200.7
FAX [phone]
ID#: 214
DATE COLLECTED: 08/07/14
DATE REPORTED : 09/03/14
REVIEWED BY: /===:4_

GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JURY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
2294
09/17/14
LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
09/19/14
MEL
3113B-04
Calcium (dry wt. basis), mg/kg
278424
09/17/14
LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
09/29/14
MEL
3113B-04
Copper (dry wt. basis), mg/kg
112
09/17/14
LFJ ,
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
5
09/17/14
LFJ
EPA200.7
Lead (dry weight basis), mg/kg
7
09/24/14
MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
4261
09/17/14
LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.14
09/19/14
MTM
245.1 R3=94
Nickel (dry wt. basis), mg/kg
7
09/17/14
LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
2441
09/17/14
LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
09/23/14
MEL
3113B-04
Silver (dry wt. basis), mg/kg
2.5
09/17/14
LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
1912
09/25/14
MTM
3111B-99
Zinc (dry wt. basis), mg/kg
330
09/19/14
MTM
3111B-99
Total Cyanide (dry weight), mg/kg
51.6
09/19/14
SEJ
450OCNE-99
Total Solids, %
38.35
09/08/14
LW
2540G-97
TKN (dry wt.), mg/kg
23007
09/11/14
ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
218
09/11/14
ANO
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
12508
09/11/14
AKS
365.4-74
Nitrate -Nitrite (dry wt.), mg/kg
31.43
09/12/14
AKS
353.2 R2-93
Plant Available Nitrogen, mg/kg
9256
09/19/14
SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
09/17/14
LFJ
EPA200.7
PHONE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 09/08/14
DATE REPORTED : 10/06/14
REVIEWED BY:

n� �ronment 1. Incor
Maki
P.O. BOX 7085, 114 OAKMONT
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
Holding
Analysis
Method
PARAMETERS Basin (RA)
Date Analyst
Code
Aluminum, (dry wt. basis), mg/kg
2252
10/14/14
LFJ
EPA200.7
Arsenic (dry wt. basis), mg/kg
<2.5
10/28/14
MEL
3113B-04
Calcium (dry wt. basis), mg/kg
292035
10/14/14
LFJ
EPA200.7
Cadmium (dry wt. basis), mg/kg
<0.5
10/22/14
MEL
3113B-04
Copper (dry wt. basis), mg/kg
92
10/14/14
LFJ
EPA200.7
Chromium, T.(dry wt. basis),mg/kg
4
10/20/14
LFJ
EPA200.7
Lead (dry weight basis), mg/kg
6
10/29/14
MEL
3113B-04
Magnesium (dry wt. basis), mg/kg
3742
10/14/14
LFJ
EPA200.7
Mercury (dry wt. basis), mg/kg
0.14
10/09/14
MTM
245.1 R3-94
Nickel (dry wt. basis), mg/kg
<5.0
10/14/14
LFJ
EPA200.7
Potassium (dry wt. basis), mg/kg
1832
10/14/14
LFJ
EPA200.7
Selenium (dry wt. basis), mg/kg
<5.0
10/23/14
MEL
3113B-04
Silver (dry wt. basis), mg/kg
4
10/14/14
LFJ
EPA200.7
Sodium (dry wt. basis), mg/kg
3556
10/22/14
MTM
3111B-99
Zinc (dry wt. basis), mg/kg
248
10/20/14
MZN
3111B-99
Total Cyanide (dry weight), mg/kg
51.6
10/14/14
SEJ
450OCNE-99
Total Solids, %
44.6
10/06/14
KKF
2540G-97
TKN (dry wt.), mg/kg
15066
10/09/14
ANO
351.2 R2-93
Ammonia Nitrogen (dry wt.),mg/kg
190
10/09/14
ANO
350.1 R2-93
Phosphorus, T. (dry wt.), mg/kg
10162
10/09/14
AKS
365.4-74
Nitrate -Nitrite (dry wt.), mg/kg
29.74
10/08/14
ANO
353.2 R2-93
Plant Available Nitrogen, mg/kg
6075
10/14/14
SEJ
Molybdenum (dry wt. basis), mg/kg
<5.0
10/20/14
LFJ
EPA200.7
)NE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 10/02/14
DATE REPORTED : 10/30/14
REVIEWED BY:

4ummHOW Flo hCummUd
P.O. BOX 7085, 114 OAKMONT
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kg
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/lcg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), mg/kg
Total Solids,
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding
Analysis
Method
Basin (RA)
Date
Analyst
Code
2532
11/04/14
LFJ
EPA200.7
<2.5
11/21/14
MTM
3113B-04
331134
11/04/14
LFJ
EPA200.7
<0.5
11/22/14
MTM
3113B-04
93
11/04/14
LFJ
EPA200.7
4
11/04/14
LFJ
EPA200.7
8
11/25/14
MTM
3113B-04
4020
11/04/14
LFJ
EPA200.7
0.17
11/17/14
MTM
245.1 R3-94
<5.0
11/04/14
LFJ
EPA200.7
1753
11/04/14
LFJ
EPA200.7
<5.0
11/17/14
LFJ
3113B-04
3
11/04/14
LFJ
EPA200.7
<1250
11/04/14
LFJ
EPA200.7
233
11/04/14
LFJ
EPA200.7
35.4
11/07/14
SEJ
450OCNE-99
46.25
11/03/14
KKF
254OG-97
15779
11/06/14
ANO
351.2 R2-93
14.40
11/04/14
AKS
350.1 112-93
8723
11/06/14
AKS
365.4-74
31.42
11/05/14
BJC
353.2 R2-93
6364
11/12/14
SEJ
<5.0
11/04/14
LFJ
EPA200.7
PHONE [phone]
FAX [phone]
ID#: 214
DATE COLLECTED: 11/03/14
DATE REPORTED : 11/26/14
REVIEWED BY:

_kr a -- - - '1 n n n
�GtlG� l Ju-uGVu
REENVILLE, N.C. 27835-7085 FAX [phone]
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
PARAMETERS
Aluminum, (dry wt. basis), mg/kk
Arsenic (dry wt. basis), mg/kg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mg/kg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Silver (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Cyanide (dry weight), mg/kg
Total Solids, %
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Holding Analysis Method
Basin (RA) Date Analyst Code
2250
12/18/14
LFJ EPA200.7
<2.5
12/18/14
MTM 3113B-04
300774
12/18/14
LFJ EPA200.7
<0.5
12/19/14
MTM 3113B-04
92
12/18/14
LFJ EPA200.7
4
12/18/14
LFJ EPA200.7
7
12/15/14
MTM 3113B-04
3554
12/18/14
LFJ EPA200.7
0.17
12/19/14
MTM 245.1 R3-94
<5.0
12/18/14
LFJ EPA200.7
1603
12/18/14
LFJ EPA200.7
<5.0
12/15/14
MTM 3113B-04
<2.5
12/18/14
LFJ EPA200.7
4543
12/16/14
MTM 3111B-99
253
12/18/14
MTM 3111B-99
42.8
12/16/14
SEJ 450OCNE-99
44.84
12/09/14
KKF 2540G-97
16279
12/11/14
AKS 351.2 R2-93
66.08
12/09/14
KDB 350.1 112-93
9114
12/11/14
KDB 365.4-74
20.11
12/10/14
KDB 353.2 R2-93
6538
12/18/14
SEJ
<5.0
12/18/14
LFJ EPA200.7
ID#: 214
DATE COLLECTED: 12/04/14
DATE REPORTED : 12/23/14
w
REVIEWED BY:/

5) Pathogen and Vector Attraction Reduction Form (PVRF)
With laboratory Data

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (02T Rules)
Facility Name: City of New Bern WQ Permit Number: WQ0023306
WWTP Name: City of New Bern NPDES Number: NC0025348
Monitoring Period: From 1/1/2014 To 1/1/2014
Pathogen Reduction (15A NCAC 02T .1106) - Please indicate level achieved and alternative performed:
Class A: JAlt.
A (time/temp) ❑
Alt B (Alk Treatment)❑
Alt. C (Prior Testing)❑
A1t.D (No Prior Test) ❑
Process to Further Reduce Pathogengs ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost ❑
Heat Drying ❑ _
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization 21
Class B:
Alt. (1) Fecal Density ❑
Alt. (2) Process to Significantly Reduce Pathogens ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑
Composting ❑
Aerobic Digestion ❑
Anaerbic Di esf
obic g ion ❑
If applicable to alternative performed (Class A or Class B) complete the following
monitoring data:
Parameter
Allowable Level
in Sludge
Pathogen Density
um er of
decExnee-
Frequency
of Analysis
Sample
Type
a ytica
nech-
icue
Minim
Geo. Mean
MaximumUnits
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
< 1.8
<1.8
< 1.8
PN/gms
60 days
grab
SM9221 E
CFU
1000 mpn per gram
of total solid (dry
weight)
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
weight)
v ecwr riuraction lceauction (1,A 1V UAU UZT .1107) -Please indicate alternative nerfnrmerl-
Alt.l (VS reduction) 0
Alt. 2 (40-day bench) ❑
-
Alt. 3 (30-daybench) ®
I---------
Alt. 4 (Spec. OZ uptake) ❑
Alt. 5 (14-Day Aerobic) ❑
Alt. 6 (Alk. Stabilization ❑
Alt 7 (Drying - Stable) ❑
1 Alt. 8 (Drying - Unstable) ❑
Alt. 9 (Injection) ❑
Alt. 10 (Incorporation) ❑
No vector attraction reduction alternatives were performed ❑
l V l(11r11:A11V1V ST T1+ME1VT (please check the appropriate statement)
"I certify, under penalty of law, that the pathogen requirements in 15A NCAC 02T .1106 and the
vector attraction reduction requirement in 15A NCAC 02T .1107 have been met."
❑ "I certify, under penalty of law, that the pathogen requirements in 15A NCAC 02T .1106 and the
vector attraction reduction requirement in 15A NCAC 02T .1107 have not been met." (Please note
if you check.this statement attach an explanation why you have not met one or both of the
requirements'.)
"This determination has been made under my direction and supervision in accordance with the system
designed to ensure that qualified personnel properly gather and evaluate the information used to determine
that the pathogen and vector attraction reduction requirements have been met. I am aware that there are
significant penalties for false certification including fine and imprisonment."
Judy Majstoravich Treatment Plants Manager Albe Thomas, Land Application Supervisor
Pr parer Name and Title (type or print) Land Appliee Name and Title (if applicable)(type or print)
If Ylaj j4u",1Y
Sign ure o Preparer D e ignature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 02T (12/2006)

City of New Bern
Total and Volatile Solids Reduction Summary
2013
RAS/WAS Pump
Belt Press IN
Belt Press Out
Lime Pasteurization%
Effluent Biosolids
Volitile Solids
Reduction
TS %
VS %
TS %
VS %
TS %
VS %
TS %
VS %
1/6/2014
0.6
76
1.1
75
13.5
71
19.1
51
68
1/13/2014
0.6
78
1.1
74
12.0
75
30.0
17
94
2/3/2014
0.6
78
1.0
77
14.1
73
36.5
8
98
2/17/2014
0.6
78
1.1
77
14.1
73
25.4
25
91
3/3/20141
0.7
77
1.2
771
14.1
72
22.0
411
79
3/17/2014
0.7
76
1.5
74
11.8
77
21.5
34
85
4/7/2014
0.5
75
1.1
74
9.3
76
28.1
21
91
4/14/2014
0.6
74
1.4
70
15.1
67
32.8
13
95
5/5/2014
0.6
74
1.3
72
9.9
72
19.4
42
76
5/19/2014
0.6
73
1.2
68
9.5
72
29.3
18
92
6/3/2013
0.6
73
1.0
72
15.4
68
25.2
27
86
6/17/2013
0.5
69
1.1
68
17.0
66
23.7
35
77
7/1/2013
0.6
72
1.1
65
16.2
64
21.5
49
63
7/9/2013
0.4
68
1.0
60
15.4
66
28.4
28
82
8/1/2013
0.4
69
0.9
591
16.5
64
27.4
29
82
8/19/2013
0.5
70
0.9
55
16.5
67
29.6
25
86
9/3/2013
0.6
71
0.9
62
17.2
67
26.5
28
85
9/16/2013
0.5
71
0.8
64
16.1
69
27.2
33
80
10/7/2013
0.5
72
0.8
65
13.9
67
30.8
17
92
10/14/2013
0.5
72
0.9
71
15.0
69
31.1
16
93
11/4/2013
0.6
51
1.0
50
15.6
58
30.0
18
80
11/18/2013
0.6
74
1.1
70
10.2
73
27.3
221
90
12/2/2013
0.6
76
1.2
72
10.5
75
22.2
36
82
12/16/2013
0.6
77
1.0
75
14.7
70
30.5
181
93
Averages
1 0.61
731
1.11
691
13.91
701
26.91
271
85

Emw='RUM Flo hwpo umbd
P.O. BOX 7085, 114 OAKMONT
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
FAX [phone]
ID#: 214 A
DATE COLLECTED: 01/06/14
DATE REPORTED : 01/10/14
REVIEWED BY:
Holding Holding Holding Holding Holding Analysis Method
PARAMETERS Basin-FC#1 Basin-FC#2 Basin-FC#3 Basin-FC#4 Basin-FC#5 Date Analyst Code
Total Solids, % 40.50 31.55 34.47 26.23 34.27 01/07/14 CMC 2540G-97
Fecal Coliform (MPN), /gram Solids < 1.8 < 1.8 < 1.8 < 1.8 < 1.8 01/06/14 HMB 9221E-06

Envirur�ment 1, Incor
TmUd
GREENVILLE, N.C. 27835-7085 FAX [phone]
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
ID#: 214 A
DATE COLLECTED: 03/10/14
DATE REPORTED : 03/13/14
REVIEWED BY:
Holding
Holding
Holding
Holding
Holding
Analysis
Method
PARAMETERS Basin-FC#1
Basin-FC#2
Basin-FC#3
Basin-FC#4
Basin-FC#5
Date Analyst
Code
Total Solids, % 35.56
31.52
34.61
25.07
31.52
03/11/14 I.W
2540G-97
Fecal Coliform (MPH /gram Solids < 1.8
< 1.8
< 1.8
< 1.8
< 1.8
03/11/14 LW
9221E-06

��doQo��c��� Flo D�c�or��oQa�c�d
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
•Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 214 A
DATE COLLECTED: 05/05/14
DATE REPORTED : 05/08/14
REVIEWED BY:
Holding
Holding
Holding
Holding
Holding
Analysis
Method
PARAMETERS Basin-FC#1
Basin-FC#2
Basin-FC#3
Basin-FC#4
Basin-FC#5
Date Analyst
Code
Total Solids, % 34.15
36.76
30.86
34.57
37.81
05/06/14 CMC
254OG-97
Fecal Coliform (MPN), /gram Solids < 1.8
< 1.8
< 1.8
< 1.8
< 1.8
05/05/14 CMC
9221E-06

NAQ@MH(PEI Flo DIMWTDO MA 0
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
<�`, ki .
PHONE [phone]
FAX [phone]
ID#: 214 A
DATE COLLECTED: 07/08/14
DATE REPORTED : 07/10/14
REVIEWED BY:
Holding
PARAMETERS Basin-FC#1
Holding
Basin-FC#2
Holding
Holding
Holding
Analysis
Method
Basin-FC#3
Basin-FC#4
Basin-FC#5
Date Analyst
Code
Total Solids, % 49.79
Fecal Coliform (MPH /gram Solids < 1.8
44.24
31.55
39.98
35.39
07/08/14 LW
2540G-97
< 1.8
< 1.8
< 1.8
< 1.8
07/08/14 LW
9221E-06

Dew o oQa�c�d
MIN
P.O. BOX 7085, 114 AKMONT DRIVE
GREENVILLE, N.C. 27835-7085
CITY OF NEW_BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129
NEW BERN ,NC 28563
PHONE [phone]
FAX [phone]
ID#: 214 A
DATE COLLECTED: 09/08/14
DATE REPORTED : 09/09/14
REVIEWED BY:
Holding Holding Analysis Method
PARAMETERS Basin-FC#6 Basin-FC#7 Date Analyst Code
Total Solids, % 37.20 35.22 09/08/14 LW 2540G-97
Fecal Coliform (MPN), /gram Solids < 1.8 < 1.8 09/08/14 LW 9221E-06

EpwwHaW Flo hCuppumbd
.
P.O. BOX 7085, 114 OAKMONT DRIVE ^ ^F-__�________ PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 214 A
CITY OF NEW BERN (BIOSOLIDS)
MS. JUDY MAJSTORAVICH
P.O. BOX 1129 DATE COLLECTED: 11/03/14
NEW BERN ,NC 28563 DATE REPORTED : 11/05/14
REVIEWED BY:
Holding Holding Holding Holding Holding Analysis Method
PARAMETERS Basin-FC#1 Basin-FC#2 Basin-FC#3 Basin-FC#4 Basin-FC#5 Date Analyst Code
Total Solids, % 50.79 51.80 49.01 46.56 48.54 11/03/14 KKF 2540G-97
Fecal Coliform (MPN), /gram Solids < 1.8 < 1.8 < 1.8 < 1.8 < 1.8 11/03/14 KKF 9221E-06

% Total & % Volatile Sludge Solids`
4yst MG Bubble Check
Sample Datej -13 ► ' ( Calc7;)C)
ed By: Yn C,
Date/Time Analyzed (In Over-) 1-1.3 - L j
Date/Time Removed from Oven 1-I y -1, yt_?. + rn
Location
RAS/WAS Pump
RAS/WAS Pump
Belt Press
Belt Press .
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
-7—
10
Dish only B
m
Dish & Sample C
I of a,,3
M3 o.3
J Q a 139 -
mg
1
Sample
- I3 � to I -0
9 15G4,5
9(o(vG -q
I,SWB-6
90 I B
mg.
ng
Dish +Dry Solids A
'
� � � •'�
�� �Va�P
�� 1 ��
1°
B9 `,
^ �
mg
_
Dry Solids A-B
.
�1
�7
5� p l
ff
1o3.3
mg
c�l�°�
Dish & Ash D
�b
%� p
93G 1.30�
r
%553-o
y� r C�
991i(i Im_
Q �q (�
U' I 1\0.-i
m
.�
Volatile Solids A-D
�I.
.�
° 2>GS.0
'iOci t"j
Q353s(
mg
% Tot. Solids
-B/C-B
0 ° (0
`
30. C-)
/o Vol. Solids
A-D/A-B
- 1 5
19
% Volatile Reduction: q H I ®' b D RPD
RAS/WAS PS to Lime Stabilization Eff %
RAS/WAS PS Dup. to Lime Stabilization Eff Cj 1A %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
'Lime Stabilization Effluent Biosolids (grab - fmal product)
Beit-Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: - Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in - VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date
Fecal Coliform on Biosolids Sample Date - U - 114
FN: AAVolatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: CAMy FileAWTLabSpreadsheets-Diskl

% Total &, % Volatile Sludge Solids
analystf 1 l�
Sample Date) - (o
Date/Time Analyzed (In Oven) j
Date/Time Removed frnm Oven
Bubble Check - V
Calculated By:�_
1-r/ i
Location
RAS/WAS Pump
RAS/WAS-Pump
Belt Press
Belt Press
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
I0
Dish only B
l ®•
I li7
V I
��
m
I oJ}
®. l
I l O� 1
I
Dish &SagpleC
n
I Cq �y� °�
1���a3
la���.•c
I�c���•
i ��.5�..
Sample C-B
mg
HSH31•
L�
19{G Bl�7G
�l
Dish +Dry Solids A
I 5 � 0
�[j I
alp I
mg
1-
1's Is
I •
Dry Solids A-B
mg
a801
Q ,55 ,Q
ish & mD
g
1`
�(J l(? • 1C
I U 1 VJ °�
I 1 v° "t�
9 16CO0 1
FO—latile Solids A-D
mgI
��•l�
�'1���
l�lf�a�
Ir=
"/o Tot. Solids
—B/C-B
�(�
®` V'
`i'
n�
13.5
I
191
Vol. JO11dS -D/A-B r7& r7 5I
% Volatile Reduction: CO RPD
RAS/WAS PS to Lime Stabilization Eff Co17 %
S/WAS PS Dup. to Lime Stabilization Eff (A %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
'Lime Stabilization Effluent Biosolids (grab - final product)
Beit;Press.Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%)- VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
,Residuals Analysis on Biosolids Sample Date I -(a-14
Fecal Coliform on Biosolids Sample Date—
FN: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: CAMy Fi1es\WTLabSpreadsheets-Disk1

Total & %Volatile Sludge Solids
lnalyst Bubble Check 1�
Sample Date �- �,- I �-F Cal c lated By: rYl
Date/Time Analyzed (In Oven) - -I
Date/Time Removed from Oven a- K - / H 4°-
ocation gAS/WAS Pump RAS/WAS Pump Belt Press. Belt Press Lime Pasteurization
Station Slud a Station Sludge Du : Influent Slud a Effluent Slud a Effluent Biosolids
Dish No.
Dish only B rr,�,, %%�� - I .3 I lJ®�a'� '15f lq • 3
MY ����•�V ��J ��a
& Sample C � ��y ��I • ( _
mg
tfle:C-B: 35 � • 0
+Dry Solids A ' � ��
n
nig.
Solids A-B
ish & Ash D (�330
m 1 .
olatile Solids A-D 3 3
Tot. Solids I C)o
va IWA)
�v
3 811
�D c)
I flDO•0
'7..D
!Q
1--blU_-D
yo Vol. Solids ►` I ' 1 r 173
-7
3
k-D/A-B
10�6Volatile Reduction: 9 q S
O RPD
RAS/WAS PS to Lime Stabilization Eff 9 B
RAS/WAS PS Dup. to Lime Stabilization Eff Ci 9 %
Sample Location: RAS/WAS Pump Station (grab -anywhere in tank)
Belt Press Influent (grab -Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Befit Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std.. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%1
• VS in(%) -[VS in(%o) x VS out(%)]
= x 100% = V S reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)— absolute difference in duplicates / average of duplicates.x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date
Fecal Coliform on Biosolids Sample Date 7 i a (Q - . `�
(Spreadsheet Disk 91) Backup: -Disk'
FN: A:\Volatiles\Volatiles.gpw
C:\My Files\WTLabSpreadsheets

% Total & % Volatile Sludge Solids
analyst MG
Sample Date - I �'l - I `�
Date/Time Analyzed (In Oven) a
rn+• T _ _ � L• _� !1-..- .ram
Bubble Check
Calcula d By:
�q-t,4 Tr.qlo"
,a - /Li I ",1,:1A 1.6 -A
1!QLG/ 11111G lt�illav
ocation
v vu u vaa+ v . v++ qr -
RAS/WAS Pump
Station Sludge
v • i - W ..•
RAS/WAS Pump
Station Sludge Dup.,
Belt Press_
Influent Sludge
Belt Press
Effluent Slud a
Lime Pasteurization
Effluent Biosolids
Dish No.
B
-Z—
a
.'7
10,
Dish only B
m
Dish & Sample C
��� `�
pqo jj .O
I ` I v,63.1
mg
SampleC-B
Cl 11�,0
(�
lu iU isgq I•
u
I n3e.
�lC� � '�
rI I 5'�
mg
Dish + Dry Solids A
'
r 90 •
Ing
Dry Solids A-B
�5g • �
(� /�
2)0 3
'�, r - [,
°✓(0.9
�` -
G4CA ( " A
1
i
mg
Dish & Ash D
'1��
369%a
m
Volatile Solids A-D3
1°
I
5 0
H 9,01 y 5
1
�6 I
m
% Tot. Solids
0. i C
lid
I I
��•
A-B/C-B
/o Vol. Solids
�(
(�
1
r7 n
r
-D/A-B
1'
% Volatile Reduction: C1 I. I 0.0 RPD
AS PS to -Lime Stabilization Eff q j %
AS PS Dup. to Lime Stabilization Eff W l
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent .(grab - Belt Press Influent sample tap)
'Lime Stabilization Effluent Biosolids (grab - final product)
Bert -Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out( o
VS in(%) -[VS in(%) is VS out(%)]
= x100% = VS reduction (%)
QC:, Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative.Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date
Fecal Coliform on Biosolids Sample Date�—
FN: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: CAMy Files\WUabSpreadsheets-Diskl

% Total & % Volatile Sludge Solids
lnalyst M
Sample Date 3- I�
Date/Time Analyzed (In O 3
lime/7':»�n i?n*v,r��iar� f'r%m (iui-m 2
Bubble Check
Calculated By: EQf
-114 / -1 f) K.a,�n
"-I" / W. Al O'm
LKLV/ L 1111V 1�V111V
Location
. Vw- +�v�-- � • --
RAS/WAS Pump
Station Sludge
- • �- - •-
RAS/WAS Pump
Station Sludge Dup.
Belt Press
Influent Sludge
Belt Press
Effluent Sludge
Lime Pasteurization
Effluent Biosolids
Dish No.
`—T
!1
Dish only B
O` w 1•(
735 v L' I
l 9{ B' 6
W O S S °'
l 5� D I "9
m
Dish & Sample C
1—l�•�
1 D6 lD.1
1;63� •a
19911
mg
C-13
Sample
8 I
9 I I
9 lJC1 C, 6
I H
I l{�
�' Chi •.
mg
1 l f
ish+DrySolidsA
� �Q��.
IJ��{���
� �nq��
V�l�� 1 a l
�LJq��•�
mg
Dry Solids A-B
I ° (0
•
1590. (0
(0 Q C),5.. G
I ® J� lV " ®.
mg
is h & ssh D
``��
� 1 D '
n (, L.�
3 ( l .
ij ( C� �j
I ID : `-� 5
i�3,
99 1 � � I
(� i i
l.� � VJ ` 1 " C\
Volatile Solids A-D
r_ n
i
110,
`� y �J
j] l�
% 3
mg
Tot. Solids
C) 1
O .
I r'6
I
a .. 01
A-B/C-B
/o Vol. Solids
rl 9. 07
0
I
-D/A-B
Volatile Reduction: J I L ® I ®- RPD
RASIWAS PS to Lime Stabilization Eff ' ICI %
RAS/WAS PS DuD. to Lime Stabilization Eff 17
%
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
'Lime Stabilization Effluent Biosolids (grab - final product)
BettTress Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS 0ut(%1 .
VS in(%) -[VS in(%) x VS out(%)]
= x100%= VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)-- absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 3 -to -14
Fecal Coliform on Biosolids Sample Date
FN: A:1Vo1atiles\Vo1atiles.ypw (Spreadsheet Disk #1) Backup: C:\My FileslWTLabSpreWsheets-Disk1

% Total & % Volatile Sludge Solids
.'analyst M GG
sample Date 3 1 J7 -1
Date/Time Analyzed (In Oven)_
Bubble Check V'
Calcul ted By: }�i O
-117.14 / 0-'Ctr4VIA
J .i /»--: A.,
Ll4L0/ 1111119 1\Gu1V
ocation
♦ %.aa L%YA" v . wa
RAS/WAS Pump
• a • .. .
RAS/WAS Pump
Belt Press.
Belt Press
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Slud a
Effluent Slud a
Effluent Biosolids
Dish No.
']
%
10
Dish only B
Dish & Sample C
"�
"`
pq 3940.
[X�9 6.
mg
6�l IVV'
SampleC-B
��
W73 I
mg
Dish + Dry Solids A
7 [� +[ � � lU
! � Q C'6 � ®
� � (� � a �p
(� � � C•1C ., �
�'t, 55�� I I
mg
Dry Solids A-B
.2 ,g®` l
mg
Dish & Ash D
mg
i 3a)9 e 5
; N f 53
%I 3
"'
Q, i /
Volatile Solids A-D
A A i
:J , Y
�Q a
CJ
_�� 3
J r Q r s 3 Cy
`i W 1
14 , („
mg
% Tot. Solids
Au lids
CC)
l
f!
D/A-B
I
% Volatile Reduction:
RPD
RAS/WAS PS to Lime Stabilization Eff`t %
S/WAS PS Dup. to Lime Stabilization Eff v %
Sample Location: RAS/WAS Pump Station (gran - anywnere in [ants)
'Belt Press Influent (grab Belt Press Influent sample tap)
'Lime Stabilization Effluent Biosolids (grab - final product)
BekPress Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(No)
VS in(%) -[VS in(%) x VS out(%)]
= x100%= VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on. Biosolids Sample Date
Fecal Coliform on Biosolids Sample Date .3 • l0 - l q
FN: A:\Volatiles\Volatiles.ypw (Spreadsheet Disk #1) . Backup: C:\MyFiles\WTLabSpreadsheats-DiskI

% Total & % Volatile Sludge Solids
-Analyst Bubble Check
sample Date 14 - r1- I `-E Cal cul ted By:
Date/Time Analyzed (In Oven) j-I -rl -1 y
r.­_ "T"--- r--------I 4r-- - f-16 . .i i -- G_ _ l Lt 11-ir-I ..1
LALG/ 11111G 1\vlilV
vvY. uvaa+ v . vaa
u v �
RAS/WAS Pump
Belt Press
Belt Press
Lime Pasteurization
Location
RASIWAS Pump
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
B
r
10.
Dish only B
q a(0° 1
m
Dish &SampleC
'
1� 1�
nQ3n-q
1Q 1?n1.q,
{QG���.s
` r� 91(�.
mg
°
Sample mg
ish+DrySolidsA
l�-
` ® I
!
mg
Dry Solids A-B
r�
3c°0
Q(9q`.I 1
5,QCp°5
�j
1AH F s_�
i 2
! 33C)S .5
mg(�,
Dish &
'l CJ�J p��� C1
� � -Y-�
m ry
l lC�� �Qol
Cy
1 ���a�
�j
�59 1q0�
m
mg
Volatile Solids A-D
p1q.
q
mg
Tot. Solids
o
®®5
L u
l
9,3
v 1
Q 16-1
A-B/C-B
/o Vol. Solids
1 �—j 5
F75,
n q
'No
i
-D/A-B
% Volatile Reduction:
0 RPD
RAS/WAS PS to Lime Stabilization Eff (. %
RAS/WAS PS Dup. to Lime Stabilization Eff mil o 0
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
a. Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
• Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS. in(%) - VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 4t-3 L4
Fecal Coliform on Biosolids Sample Date 3-1041f-
FN: A:\Vohdiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:1My Fi1es\WTLabSpreadsheets-Disk1

% Total & % Volatile Sludge Solids
".'lnalyst (n G Bubble Check V
sample Date k_ J' 4 Cab
Date/Time Analyzed (In Oven) q -I q 141
TI..Ep/T:.v.n 1Dom^armA irt%v" ('Vian"-I C�-1 4
/ LI ,n1AI
mG-
LJaLW I ALSAW it IIALM ♦
%~ as vaa+ v + Y
m l Y
Belt Press
Belt Press '
Lime Pasteurization
ocation
RAS/WAS Pump
RAS/WAS Pump
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
B
�
n
I�to
Dish only B
6 �} d. \CJ 4
I
�1�✓ I l! ��
I 33.3
75HX()
m
.
Dish & Sample C
QC14 1 I•'�0
l' 1° I
I�I�J�I�
4gc)1-7,5(.QC
'QQG 13° 1
mg
Sample C-B
1� v n
� � W
u i 7 C
r7
mg
ish+DrySolidsA
965CO&JO
9318rlcl
1 01S,3
S'�5q 1• l
909�H-
mg
Dry Solids A-B
q I
�V �� `
�/'g>a/�q
a� �1C
C{�/jj
v Y "c ° i
�
mg
Dish & D
33 3, 3
3 (o(o ,.' (o
1 5'7 5sq
6CQD V
6'66979
Ing
11.
Volatile Solids A-D
•
l
IT.-�
_i
' 4 1 q C �
"7
mg
% Tot. Solids
d
C)e(0
o �[
3:) m 00
A-B/C-B
/o Vol. Solids
r7
n ®
I
ri
t 3
A-D/A-B
% Volatile Reduction: - 5 ®• RPD
RAS/WAS PS to Lime Stabilization Eff ,--) %
RAS/WAS PS Dup. to Lime Stabilization Eff 95 %
Sample Location: RAS/WAS Pump Station (grab -anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
• Belt .Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(
VS in(%) -[VS in(%) x VS out(%)]
= x 100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.,
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date
Fecal Coliform on Biosolids Sample Date - 3
FN: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:\My FilesMUabSpreadsheets-Disk1

Total.& % Volatile Sludge Solids
"final st_ Bubble Check V'
y
Calcul ted By:
Sample Date S ALL ,
L� -
Date/Time Analyzed (In Oven) - '�
Date/Time Removed from Oven - l �C �l: A �'1
ocation RAS/WAS Pump RAS/WAS Pump Belt Press
Belt Press
Effluent Sludge
Lime Pasteurization
Effluent Biosolids
Station Sludge
Station Sludge Du .
Influent Slud a
Dish No,.
B
IIOqo� I•�
l O �'�
DishonlyB
I� n0
l �l
m
l F F {
f
6 l9� 1
i (� (� �y
! 3-1 I - ! �l " 0
(�
1 �( `
Dish & Sample C
f� / G °
r�llG 5
mg
sample C-B
q616
H Q(913"B
55116 (D
QQ y.j
q q®C52d l
R q &. -1
Dish +Dry Solids A33,593
5 1
mg
Dry Solids A-B
��tq• l
S.��c�-+
5 59
mg
���o5.0
7 1(eQ5°0�
Dish&AshD
q(� ��•�13Lo�,5,q
Volatile Solids A-D
2� a
�0, i .
`f
1-� r 9
'3G'act,, �
p�
� M4. -
mg
C) P
t
a
Q
1
o Tot. Solids
®r
l�
A-B/C-B
��`��ZJ
7 r
1l�1i7
ri�„
/oVol.Solids
- -�!%
A-D/A-B
% Volatile Reduction:
RPD
RAS/WAS PS to Lime Stabilization Eff 175 %
RAS/WAS PS Du . to Lime Stabilization Eff Q 0
RAS/WAS Pump Station (grab - anywhere in tank)
Sample Location:
Belt Press Influent (grab -Belt Press Influent sample tap)
-Lime Stabilization Effluent Biosolids (grab - final product)
• Belt.Press Effluent (grab- collect as -it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)--- difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date ' - - I . ,._ _
Fecal Coliform on Biosolids Sample Date 5 -5 I q - . .
F'N: A:\Volatiles\Volatiles.ypw (Spreadsheet Disk #1) Backup: C:\My Files\WTLabSpreadsheets-Diskl
-

% Total. & % Volatile Sludge Solids
,alyst C�
Bubble Check '
Calcula ed By:
Sample Date 5 - l b - 14 1140
Date/Time Analyzed (In Oven) - - "
Belt Press Belt Press Lime Pasteurization
Date/Time Removed from Oven 5 -`3 S/WAS Pump a Efflueni Slud a Effluent Biosolids
ocation Rp,S/WAS Pump
Station Slud a Station Sludge Du .Influent Slud
o. � l
Dish N B
12)o.5 n � {1 O'9
WO
Dish onlyB Il�`^.� �(Oq' I
m f� ✓ � � �53�U a�
Dish&SampleC� `�®�� �5 1�� �� fnn Q� l
sample C-B �Q ?�i-� � 5�!V—I' � `� . `35
mg
ish + Dry Solids A o 3 v ° p� u✓ l ` l Q �,
mg �18
Dry Solids A-B ql �� •��
mg V
Dish & Ash D Uo51.9 7Co 5q
(� (�, � � � ;. ��
m I U �® c�5 q &
Volatile Solids A-D(,1 `� p Q 9 Q 3.
mg _1 ! j q.S
To.
Solids O . G � • � q '
A-B/C-B /' 6
/o Vol. Solids ("7 �J
-D/A-B I rr �n_RPD
% Volatile Reduction: "t
ID
RAS/WAS PS to Lime Stabilization Eff %
S/WAS PS Du . to Lime Stabilization on (grab -anywhere in tank)
Sample Location: RAS/WAS Pump grab - Bet Press�Influent sample tap)
Belt Press Influent (g rab - final product)
' Lime Stabilization Effluent Biosolids (g
(grab- collect as it falls off the press prior to collection .into auger 3
Belt Press Effluent
Method: Std. Methods 18th Ed. Section 2$dOG• VS out
Reduction Formula: VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (°/a)
obtain 38%reduction from RAS/WAS to Lime paste�zation or higher.
QC: Must o erence =absolute difference in duplicates / average of duplicates x 100.
RpD'(Relative Percent Dill )
,
Volatile Reduction is used for land.application of sludge.
Residuals Analysis on Biosolids Sample:Date
Fecal Coliform on Biosolids Sample Date
-l�l.
FN: A:\Volatiles\Volatile"Pw (Spreadsheet Disk #1)
Backup: C:\MY Flles\WTLabSpreadsheets-Di1 .

% Total & % Volatile Sludge Solids
�Xnalyst Bubble_Check
Sample Date -a�- f Calculated.B.v: MG
Date/Time Analyzed (In Oven) - D- 13 %
Date/Time Removed from Oven Co-3 - Q 14".0 4vv\
Location
RAS/WAS Pump
RAS/WAS Pump
Belt Press
Belt Press
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
.Z—
T
Dish only B
UT / 309
1 3 J 1� (`�,Up � I
I(P19 4 3
73 D 75..3
f 7sq 1 1 7
m(
1
J
1
Dish & Sample C
I n "5 BS'�
F 15
DOI a(p ,
f
I a l V 9 `3
(�
I I V U',5q• D
i I Q 105 �-�-
I
mg
oQ
SampleC-B
gG3Q1.B
II(PQD•,5
- S ! IDwC)
- 0 1 15. 1
�SG3 la�
mg -
Dish + Dry Solids A
p�
rlp,.509-D
fla 1n g(369
�O I�a,..i�
V
80096.`7
8)3C(g0
mg
Dry Soli
ii
9 1 . (3
590'a q
HOBO- 4
1 c� C{ ri � �Ci
mg
mg
Dish &
Q (�
73(040°a
�7 (` &Q log
i
V%9q
B67w.9
mg
lJ1-
Volatile Solids A-D
p�,
I580'7
(�
3�27•q
Qq Q 3
D&D�7dD
mg
% Tot. Solids
�m
Q- 5
1.3
it . �
IQ � -
A-B/C-B
% Vol. Solids
� 3
rr��
�1f7
�j
{ 3
C ® .
-D/A-B
Volatile Reduction: q I
0-0 RPD
RAS/WAS PS to Lime Stabilization Eff 91
%
RAS/WAS PS Dup. to Lime Stabilization Eff ... [ %
Sample Location: RAS/WAS Pump Station (grab -anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab final product)
• Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
= x100%= VS reduction (%)
QC: Must obtain 38% reduction from. RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)-- absolute difference in duplicates [averageof duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date
Fecal Coliforrn on.Biosolids Sample Date 5 E- lq
FN.- A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) ' • Backup: C:\MyFiles\WlLabSpreadsheets-DiskI

% Total & % Volatile Sludge Solids
`analyst '(n Bubble Check
Sample Date Calculat By:
Date/Time Analyzed (In Oven) ~/ T [ A
Uate/ time tcemvveu
uuiu %jvuu to -
I •—
Belt Press
Influent Sludge
Belt Press
Effluent Slud a
Lime Pasteurization
Effluent Biosolids
Location
RAS/WAS Pump
Station Slud e.
RAWWAS Pump
Station Sludge Dup.
Dish No.
B
7,
10
Dish only B
Q n � l 3 c� ,
t V
9 �5 � � '"l
m
Dish & Sample C
i . j� I' ', - Q.
1 �� ���" �
`� ��%��'�
1��� � �° �
C�
1• o(�(�©��[!
Sample C-B
Iq �� • (_,✓
I� � 1 6 (
{ � lf? 4 (o 3
� � �J,�
� 10 • 1
Mg
ish+Dry Solids A
1 3533,1
` O
i�j Q r-
3b So, Y
/ / a
toJ ) - l
(� �7 �j
S q (3 ,5, 1
Q,
B553 � • V
mg
Dry Solids A-B
110/
1 1 ®• lD
�� .1�
I "� s 1
lf�j .
` I
mg
ish&AshD
Q Q,
I� r_
. 3(oS5°9
( / p
�105%-6
E30 Q•�
c iL
6J(OD3- l
m
Volatile Solids A-D
i 0
`
9 9 h A
199.1
I
I , 1
I 1 q 5 6 cl
g 4
0908.11
mg
.
% Tot. Solids
0` 5
'O^
o
1 e
I
q
A-B/C-B
% Vol. Solids
n 2)
!
3
V I
A-D/A-B
% Volatile Reduction: 9 0
AS PS to Lime Stabilization Eff
RAS/WAS PS Dup. to Lime Stabilization Eff 40 % . I
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
• Belt .Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods I Sth Ed. Section 2540 G.
Reduction Formula: VS in(to) - VS out(to)
VS in(%) -[VS in(%) x VS out(%)]
= x100% =-VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge..
Residuals Analysis on Biosolids Sample Date Co-5 -14
Fecal Coliform on Biosolids Sample Date 5 - �
FN: AwolatilesWolatiles.gpw (Spreadsheet Disk #1) Backup: C:\My FilesNTLabSpreadsheets-Diskl

% Total & % Volatile Sludge Solids
Analyst Bubble Check
Sample Date n" '! � Calcul ed By: IM
Date/Time Analyzed (In Oven)
-Date/Time Removed from Oven's ' �T A el t Af� /U RPtt Press
oh No.
;h only B
m
sh & Sample C
mg
mple C-B
mg
ish +'Dry Solids A
mg
ry Solids A-B
mg .
ish & Ash D
m
olatile Solids A-D
Mg
o Tot. Solids
,-B/C-B
o vol. Solids
Station Sludge.
Influrrent Slud a Effluent
©L rj
il�a���3 l�lOc�l•'1
,3gB3.3
q3l I �fo
,���3° �
. tY�l•�
�.
93&1' 5—c1
o n
O e
760 c(0 ®(0
iA 5D• d
Biosolids
IM
51503,0
-j
a9o.3 '�8�39.(� trlr7t.!
I<Q I_5s0 3i�•8
-- - �- ® RPD
% Volatile Reduction:
RAS/WASPS to Time Stabilization Eff 9 6
010
RAS/.WAS PS Dup. to Lime Stabilization Eff
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab -final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std: Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(°
VS in(%) -[VS in(%) x VS out(%)]
= x 100% = VS, reduction (%)
QC: Must obtain 38%reduction from RA5/WAS to Lunepasteurization n d licat sr average of duplicates x 100.
RPD '(Relative Percent Difference)- absolute differe
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 9`
Fecal Coliform on Biosolids Sample Date -
Fecal p: C:\My Files\WTLabSpreadsheets-Disk1
FN: AAVolatiles\Volatiles-qpw (Spreadsheet Disk #1)

% Total & % Volatile Sludge Solids
-Analyst M G Bubble Check_______r-__ ,
Sample Date I - 3 I - l 4 - Calc ated By: 0
Date/Time Analyzed (In Oven) -7-01 - ILL DON
Date/Time Removed from Oven rl -0,w
Station Sludge_
No.
B_
only B
& Sample C
mg
1IA5U4a 10
ple C-B
q'7 •a 0. 0
! �i
mg
+ Dry Solids A
rrig
'
l M H .0
Solids A-B
y
ish & Ash D
mg
olatile Solids A-D
Mg
Tot. Solids
-B/C-B
Vol. Solids
D/A-B
91
S/WAS Pump Belt Press lien t
on Sludge Dup. Influent Sludge Effluent
,z�_ a 1
;nt Biosolids
ID
95 1 v
j c�z(oa,o
1 � 1 1' �A � �
� � ) .3
HSQIBa.a
9�33&.S
509-5S..
LjG.. ,Sq. I
l(01-CQ
(®
i GIOgf'7
I���S
r�d5 1.0 .
Ili C5 1f
% Volatile Reduction: 5 (D.RPD
RAS/WAS PS to Lime Stabilization Eff
RAS/WAS PS Du . to Lime Stabilization Eff .5 %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%. - VS out(%1
VS in(%) -[VS in(%) x VS out(%))
= x100% = VS reduction (%)
QC: Must obtain 39% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100. .
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 7-Ejq
Fecal Coliform on Biosolids Sample Date piles\WTLabS r
FN:' A:\Volatiles\Volatiles:gpw (Spreadsheet Disk #I) Backup: C:Wy p ,eadsheets-Disk1

% Total & % Volatile Sludge Solids
Analyst i� Bubble Check_
Sample Date�' 1 Calculated By:�-
Date/Time Analyzed (In Oven)^ - I lj 0 az m --
T � _ in+___ _ T _ ..] r__. ili run u - 3 '-% + 114 1 J4? - W S3 fA �
Vale/ lure Xwuluvvu
uv.0 vvwA
RAS/WAS Pump
.
1tAS/WAS Pump
.- -•
Belt Press
Belt Press
Lime Pasteurization
Location
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
Dish only B
9 IS.-9
96�
I
1� 3 5 ( �' 0
9, � ) (0-�
1
� . �
�� iC�
� t.
m
Dish & Sample C
1 3c)W D 7° 9
I s3a 0005,0
10
mg
.
Sample C-B
c�
mg
Dish + Dry Solids A
' �¢¢'
i /�
/y
/p q
1�
Cam,
��' � Y���
J9 (jam h/I'�
IJ��V.C• i
mg
Dry Solids A-B�
r
I 1
mg
Dish & Ash D
%4 E) 0,4
�
gNo:�11`
t-� {�
I C>r •Q
(i 3��
"-�iq� =
.m
Volatile Solids A-D
I W
i A �j
3� i
j.' (9G 17. ®
s 4 ( i49,
%Tot. Solids
f
1
A-B/C-B
/° Vol. Solids
qC)
-D/A-B
% Volatile Reduction: ^ 0
0` 0 1ZPD
RAS/WAS PS to Lime Stabilization Eff 77 %
S/WAS PS Dup. to Lime Stabilization Eff t7
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab --Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section.2540 G.
Reduction Formula: VS in(%) - VS out(%)
VS in(%) -[VS in(%o) x VS out(%))
= x100% = VS reduction (%)
QC: Must'obtain .38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used, for land application of sludge.
Residuals Analysis on Biosolids Sample Date 5 r7­ 14 .
Fecal Coliform on Biosolids Sample Date
F14: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:\My Files\WTLabSpreadsheets-Diskl

:Analyst n
Sample Date p- -1
Date/Time Analyzed (In I
% Total & % Volatile Sludge Solids
Bubble Check
Calculated By: M G
ven) j-
Ll ,�, Yrl
Late/llme �G111vv�uiavaai
v�vaa �} r
� � � . -�.�. •-
Belt Press
Belt Press
Lime Pasteurization
ocation
RAS/WAS Pump
RAS/WAS Pump
Station Slud a
Station Sludge Dup.
Influent Slud a
Effluent Slud a
Effluent Biosolids
Dish No.
O
Dish only B
1.� �� l °
I �) ®• O
%A3 ° -I
9 9 0 I Q ° Q
� -5q. 12.O
rn
Dish & Sample C
1 CJ� ta1 �.0
pg3q n ,o
-5qe&1
i in
-3
mg
SampleC-B
HLj (Q9.&
H9(DO j
L`9,63- 1
UH
q 14 g43
mg
ish + Dry Solids A
' 11
12 � 1 1��
gy
60 �
1 p- CO)�
�L �0 C •6
j
� 4/ �l t 3
q, Q3G,�3,-
mg
Dry Solids A-B
Dish & Ash
� d c✓
l � %mil "l ° �
Mo (1 4 ' °'
mg
Volatile Solids A-D
d q
J "- j a
to 1 v
/ 51 D x �j
mg
% Tot. Solids
O o� i
i
S q
y`
1�° C
�j LL3 „ a
A-B/C-B
/o Vol. Solids
G 9
59
A-D/A-B
% Volatile Reduction: q (
O.O RPD
RAS/WAS PS to Lime Stabilization Eff %
RAS/WAS PS Dup. to Lime Stabilization Eff %
Sample Location: KAN/ WAN, rump ;5tauon kgrao - auy Wli--ic 1JL.L "UU%.J
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%1- VS out(%1
VS in(%) -[VS in(%) x VS Out(%)]
x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date,
Fecal Coliform on Biosolids Sample Date 17 �' l
FN: Awolatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: Q\My Files\WTLabSpreadsheets-Diskl

%-Total & o/o. Volatile Sludge Solids
t M
Analys
Bubble Check_-_ ✓___ °
Sample Date s - Calc ated BY: 1�1�
Date/Time AnalYzed (In ) Oven
Oven - :�>.I
-
Date/Time Removed from - 1 �`�
cation RAS/WAS Pump
RA.S/WAS pump Belt Press Belt Press Lime Pasteurization
Station �Slud a Station Slud a Du . Influent Slud a Effluent Slud a Effluent Biosolids
Dish No.
1 r °^B�
Dish only B n �G� q a_ �lD'LLA ISO- 150n I
mg. t j J1
9 2 i 4,3 �`- a
Dish&SampleC `C� i�oi��•
mg 1 L l� C)
SampleC-B �� ��A� ai���Cia �, ����•�
►����
mg ;-� _ T`_ 1 ,
ish + Dry Solids A s' • �.iiy �,�C� n° t`
Dry Solids A-B
ish&1119
Ash D?5�
m aij��-
ci
Volatile Solids A-D o �, •� �`
ij
Tot. Solids 0. Ll j
A By
/o Vol. Solids CO 1I Cry
A-D/A-B
C RPD
0/0 Volatile Reduction:
RASTAS PS to Lime Stabilization Eff
S/WAS PS Du . to Lime Stabilization Eff -anywhere in tank)
Sample Location: RAS/WAS Pump Station (grab .
Belt Press Influent (grab - Belt Press Influent sample tap)
is (grab - final product?
Lime Stabilization Effluent B osolk collect as it falls off the press prior to collection into auger 3)
Belt Press Effluent (grab co
Method: Std. Methods 18th Ed: Section 2540OG• . out
Reduction Formula: VS _[VS in(%) x VS out(%)]
x100% = VS reduction (%)
r.
QC: Must obtain 38% reduction from RAWWAS to Lime pasteurizhates / ave age nor of duplicates x 100.
RPD'(Relative Percent Difference)= absolute difference in dup
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample.Date _n_: V i .
Fecal Coliform on Biosolids Sample Date
eadsheet Disk #1) Backup: Omy Files\WTLab3preadsheets'Diski
FN: A:\Volatiles\VolatHes.gpw (Spr

/o o Total & % Volatile Sludge Solids
:Analyst 6
Sample Date �' -1.�
Date/Time Analyzed (m Oven)
Oven
Dateflime Removed from A ` u,irn
Bubble Check^_____
Calcula d By:
Q' M
-�
Station Slud e
No.
on1mB=_
i & Sample C
�qs U� °
mg
vie C-B
r-�
j...� i, . H..c o
AS/WAZ5 rump e ----
. .Influent Slud a Effluent Slue
ation Slud a Du
v r160�1.5
1 X 31(DC) l '�C .9
J--1361q l-1.1
;h +Dry Solids A
,r(�
3-9,5(o ,, O
939,5(o
mg
ySolids AB
C)
mg
ish & Ash D
Q i Ci
�9 1 1
3
m
olatile Solids A-D
i °1 ^
F vt
�QC). t
mg
o Tot. Solids
„
C) ' 1
�-B/C-B
Vol. Solids
q3.5
e) 1
14to 13-e(:;,'-
Biosolids
85 r7 9 531 bRo(PRAO
99 -16
6
(3
13&5 I-D
C). 0 RPD
30.0
MM
% Volatile Reduction: U 1 �9
AS/WAS PS, to Lime Stabilization Eff Eff C( %
p.AS/WAS PS Du . to Lime Stabilizationhere in tank)
Beltre
Station (grab - anyw 1e tap)
Sample Location: RAS/W�''S Plop Pr Influent samp
Belt Press Influent (grab - (grab - final product) er 3)
Lime Stabilization Effluenc B os l: it fids lls off the press prior to collection into aug
Belt Press Effluent (grab-
Method: Std. Methods 18th Ed. Section 2540 G. VS out
VS /o -
Reduction Formula: VS in(%) _[VS in(%) x VS out(%)]
= x100 0 = VS reduction (%) /WAS to Le pasteurization or higher• licates x 100.
QC: Must obtain 389/b reduction fromRA absolute difference in duplicates /average of dup
RPD (Relative Percent Diffen )
application of sludge.
Volatile Reduction is used for land aPPDate _pv. I
Residuals Analysis on Biosolids Sample�_ I +� s reedsheets-Diskt
Fecal Coliform on Biosolids Sample Date
FN: A:\Volatil0"Olatile"P7 (SPTe heetDisk#1)
Backup: C:\My Files\WTiJab P .

'nalyst M
Sample Datej©J_ t
Date/Time Analyzed (In Oven)
Date/Time Removed from Oven
% -T otal & % Volatile Sludge Solids
Bubble Check
Calculated By:
0/&// l� C�lo� •
6014h,q / q °3.1 A M
ocation
RAS/WAS Pump
RAS/WAS Pump
Belt Press
Belt Press
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
Dish No.
R5.
DishonlyB
9 8DS5^ 1
1735 !G•'Q
WOMI q
/8OU0. 1
8ql s•
mg
b
Dish & Sample C
1117 11 G_ 1 "
1115 8 3 0" {
f a I W7, .3
001504
I I (o qQ 0- q
mg
Sample
2C B . `.3
ji a.15q 'S
14
mg
Dish + Dry Solids A
p�7
c93t7�- 1
l/� 3r7©'-8
r
7(686q.3
f 1` 686q-�
C
9503 .1
�`
61 11a.3
mg
Dry Solids A-B
y �^
y� l-7 -
/� / _
/` �.l Q /c
,,jmg
Dish & Ash D
r q Q'
61 6.
! lD t, r7q.. (D
(9 ().554.
I 0 750.
m
CB"'c I
/,3
1
Volatile Solids A-D
r7b-5
S-3.1�),
910
HLl130.q
lCI-r7-
mg
% Tot. Solids
%.Vol. Solids
11�1
lid
rl
�3
•.
A-D/A-B
% Volatile Reduction: 9 G
®- Q RPD
RASIWAS PS to Lime Stabilization Eff ((v
RAS/WAS PS Dup. to Lime Stabilization Eff %
Sample Location: RAWWAS. Pump Station (grab -anywhere in -tank) .
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed: Section-2540 G.
Reduction Formula: VS ine - VS out /0
VS in(%) -[VS in(%) x VS out(%)]
= x100%= VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher. ,
RPD '(Relative Percent Difference)= absolute difference, in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 17--�D ` 14
Fecal Coliform on Biosolids Sample Date cl.- S - I li -
FN: A:1VolatileslVo1ati1es.ypw (Spreadsheet Disk #1) Backup: C:1My Files\WTLabspreadsheets-Diskl

% Total & % Volatile .Sludge Solids
'.gin t
Sample Date t 0 1 1 L4
Date/Time Analyzed (In Oven) —
Bubble Check V'
Calculated By: no G
_q 1111 I 1 ±.�nbi n
. # I 1 , _ n
Date/ t ime tcemuvcu
uuui vvuu mw I -c 1 9--L ° -
RAS/WAS Pump RAS/WAS Pump
Station Sludge Station Sludge Dup.
r--j • -
Belt Press
Influent Sludge
Belt Press
Effluent Slud a
Lime Pasteurization
Effluent Biosolids
ocation
Dish No.
r7
Dish only B
I �J � � �
� � •�
f 11�`1 � �
i 60& s s
v 5 1' -9
m
Dish & Sample C
!�
1 d'�c�1 u j
d� 1
j (�
1 2) 1 I) -5
ia3C� (,,�
I I (O�'�� n�1
t �a� 3.1
mg
Sample Cmg
�'7
1-(4o l5�
I � �
" l `-1l�
^1 ' l ��� ° 1
1 ��
�J 1 I c15
Dish +Dry Solids A
�/ `'
{
f k 5 !^D
Vg5O(V��
l��dJ�a ra
mg
Dry Solids A-B
131.(o
1341.9
Co 4' ( I ° b
mg
Dish & Ash D
m
(� 00.(�
1116 l4l
�����" I
� I���• �
�d��/ l� 1
`���Tl®�11
Volatile Solids A-D
1
�1 ` j
CX 1
1.� i�
6
q e ( : ,5
V
mg
% Tot. Solids .
®0 2
0 , �
°1
s�
a
116.3
-B/C-B
% Vol. Solids
„
lL>
Coco
(-YJ
5 OL ,1
� (0
5, 5
A-D/A-B
% Volatile Reduction: 0 • ®. RPD
AS PS to Lime Stabilization Eff qrf %
AS PS Dup. to Lime Stabilization Eff 9q
Sample Location: RAS/WAS Pump Station (grab -anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%)
. VS in(%) -[VS' in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)- absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 10.a • 14
Fecal Coliform on Biosolids Sample Date 99 -A
FN: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:1My Files\WTLabSpreadsheets-Diskl .
I

% Total & % Volatile Sludge Solids .
`nalyst m
Sample Date i :�J
Date/Time Analyzed (In Oven)_
natP/TimP Rpmnum frnm r)vPn
Bubble Check
Calculated y: I Y) &
1703 -114 if,
ocation
RAS/WAS Pump
RAS/WAS Pump
. Belt Press
Belt Press
Lime Pasteurization
[Dish
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge
Effluent Biosolids
No.
� �
�
n
Dish only B.
�.,P , �, I
I lid l
jfj�
0 ��3
,
m
I lei 1° L
Dish& Sample C
i� � M- 5
1
119 0, 3� I
M O BQ- 5
R 15 Z 33.
1 19 Q{ 6'
mg
i
Sample C-B
So' H51T,(o
q,3g�Qc,aq
9(o4 ,q
t�15�•17
11,3 i�
3-E5
mg
Dish +Dry Solids A
n
I N3 ` ' Q 1 .0
'`��^
73 731,57p
f
/ l0 ���(). 0
y�
9 its { F
�7
- I o
mg
Dry Solids
Irl(e
l� �
L � Q
`�� .1
/
(C603mq
p
M9
mg
Dish& Ash
l,y ��nlYd
i �D��•lD
9 (WIM
B0315"B
ISB3-1+
1
Volatile Solids A-D
I ICI- f.'
`�
10 l� 39
+ 1 Bo. c
1 'l1 55 f o q
© l �• sL
mg
% Tot. Solids
-B/C-B
®°
�}
®b q
C). 9
ii ��pp
I q
L
1
/o Vol. Solids
� (�
(�
� �
l3�
A-D/A-B
% Volatile Reduction: I b
® RPD
RAS/WAS PS to Lime. Stabilization Eff €j %
S/WAS PS Dup. to Lime Stabilization Eff %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%o)
VS in(%) -[VS in(%) x VS out (%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates 1 average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis. onBiosolidsSampleDate
Fecal Coliform on Biosolids Sample Date It-a3-1H
FN: A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:1My Files\WTLabSpreadsheets Diskl

% Total & % Volatile Sludge Solids.
'nabotMG Bubble Check
Sample Date_1i-lol.-64 Calcul ted By:->,
Date/Time Analyzed (In Oven)
, - -- - r• -. 3 a.,...,. i-v.— / I.- i R - W Ll I ^fO A141
r
LQ,LG/ 11111G Avaaav
Location
� v.a uv+a+ .� + • .
RAS/WAS RAS/WAS Pump
w —
RAS/WAS Pump
Belt Press
Belt Press '
Lime Pasteurization
Station Sludge
Station Sludge Dup.
Influent Sludge
Effluent Sludge _
Effluent Biosolids
Dish No.
7f�
10
Dish only B
� a����
7-357V •3
[V� %l 5
9600-5
9541 { - O�
m
l
Dish & Sample C
`�j
� � W
� a� 1rr�
t ]�j
1 ���1 �"
y
1 ,,����• �
191950.B
h rl q3 l ° q
mg
SampleC-B
�l(>V��^®
�C� 1-1���
22 1
1 J-
J�����
� c����f•�
mg
Dish + Dry SolidsA
rl0.11t15.1
l
1315I� I
9 (04,,Q
I tt� `
0048-50.6
91 1 A
mg
Dry Solids :A-:B]
f oo
lQ
t j'�
qS1. 1(o
(,� p� t
q 6 yj
15CIB©.'7
m
Dish & D
(�
(�
7,3��e q
(�] _ l
1 YJ 9 (o j
�oa�s.s
qua m --�
ng
m
_�
Volatile Solids A-D
o
11 r -n
Ili `
I r B `t
lS?
LI,5 9,5 - i
`l I
i j 10
t
mg
% Tot. Solids ®d 0. 5 313.0
A-B/C-B
/o Vol. Solids
A-D/A-B
% Volatile Reduction: (0 �- ® RPD
RAS/WAS PS to Lime Stabilization Eff 9 (o %
RAS/WAS PS Duv. to Lime Stabilization Eff C %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect.as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS outN
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date 11-03 -
Fecal Coliform on Biosolids Sample Date it 0 2) - l li
FN: A:\Volatiles\Volatiles:ypw (Spreadsheet Disk #1) Backup: C:1My FilesMTLabSpreadsheets-Disk1

% Total & % Volatile. Sludge Solids
°analyst Bubble Check
Sample Date Q= [ - I q Calcul ted By: i2g
Date/Time Analyzed (In Oven).10 - l - I 11 1' �40 m
Date/Time Removed from Oven- - N ��
RAS/WAS Pump RAS/WAS Pump Belt Press
Station Sludge Station Sludge Dup. Influent Sludge
Belt'Press
Effluent Slud a
Lime Pasteurization
Effluent Biosolids
8, (� � A
+�1C
F&Sample
[
� F a� •(,
1 CJ
rl'c,3 - s 0
y
GEC l(1 (;,.. 570 1 j N od.9 K a 0.11
f�,
9 3 Q
Sample C-B
mg 4U20 493Q,5-9 ����� �
���®�
��091.c�
h + Dry Solids A 1"'79+76-1
Mg 73!c!& a � q,7 I • ��
JkD
� 5)7 .`�
859 I ',
Solids A-B
�7
i
Dish & Ash D T63
f g _ %p j 0
�9990-
V__
olatSolids A-D
Ing l l� � c' a PCIPS.
Tot. Solids r p
A-B/C-B �"
Vol. Solids
A-D/A-B
% Volatile Reduction:RPD
RAS/WAS PS to Lime Stabilization Eff % %
S/WAS PS Dup. to Lime Stabilization Eff %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(%) - VS out(%)
VS in(%) -[VS in(%) x VS out(%)]
x100% = VS reduction (%)
QC: Must obtain 38%reduction from RAS/WAS to Lune pasteurization`or higher.
RPD '(Relative Percent Difference)= absolute difference in duplicates / average of duplicates x 100.
Volatile Reduction is used for land application of sludge.,
Residuals Analysis on Biosolids Sample Date 1�-04 -1 1+
Fecal Coliform on Biosolids Sample Date
FN. A:\Volatiles\Volatiles.gpw (Spreadsheet Disk #1) Backup: C:\My,Ffles\WTLabSpreadsheeu-Disk1

% Total & % Volatile Sludge Solids
nalyst Bubble Check V
Sample Dated Calculat d By:,
Date/Time Analyzed (In Oven) - q
Date/Time Removed from Oven /,0 -9 -/ 0 ftn1
ocation
RAS/WAS Pump
RAS/WAS Pump
Belt Press .
Belt Press '
Lime Pasteurization
Station Slud a
Station Sludge Dup.
'Influent Sludge
Effluent -Sludge
Effluent Biosolids
[Dish No.
L—
,f1
j-]
10.
Dish only B
'19®(d'S
9.5� 15
mg
Dish & Sample C
0
r9131
DqO.5
IP9 0.9
`OT9
Sample C-B
�%��pbq
�3 � C)B-
HOOS.3
NH3(oO,,;(
HWScl.O
mg
Dish +DrySolids A
Mg
Dry Solids A-B
,.(�
G6 95 la
Ilij I�V��
mg
Dish & Ash D
l�
I �..,) lP3 (- ,' ^ O
9 lv % (05
00ro .3
09,39 .
I mg!
�q
Volatile Solids A-D
rr __
I j a
q
% Tot. Solids
A-B/C-B
%Vol. Solids
A-D/A-B
n
,f
-�
1
�a.
% Volatile Reduction: 01
IIRAS/WAS PS to Lime Stabilization Eff Li ' ] % I
RAS/WAS PS Dup. to Lime Stabilization Eff L' Y l %
Sample Location: RAS/WAS Pump Station (grab - anywhere in tank)
Belt Press Influent (grab - Belt Press Influent sample tap)
Lime Stabilization Effluent Biosolids (grab - final product)
Belt Press Effluent (grab- collect as it falls off the press prior to collection into auger 3)
Method: Std. Methods 18th Ed. Section 2540 G.
Reduction Formula: VS in(% - VS Out (%)
VS in(%) -[VS in(%) x VS out(%)]
= x100% = VS reduction (%)
QC: Must obtain 38% reduction from RAS/WAS to Lime pasteurization or higher.
RPD'(Relative Percent Difference)-- absolute difference in duplicates /average of duplicates x 100..
Volatile Reduction is used for land application of sludge.
Residuals Analysis on Biosolids Sample Date j&-fu s i
Fecal Coliform on Biosolids Sample Date It- 0-1) -
FN: AAVoWles\Vo1ati1es.gpw (Spreadsheet Disk #1) Backup: C:Wy`Files\WTLabSpreadsheets-Diskl '

6) Toxicity Characteristics Leaching Procedure (TCLP)
Analysis

.. :�
I '`_
. .: �:a„
Summit Environmental Technologies, Inc.
g
3310 Win St.
WO#:
14081145
v i b 11
-
Cuyahoga Falls, Ohio 44223
Date Reported:
p
9/5/2014
'17 AA ; ,3r4f t a.ba<ww",ff
TEL: [phone] FAX.- [phone]
Company: _
Environment 1, Inc.
Website: http:/Avww.settek com
Address:
114 Oakmont Dr
Greenville NC 27858
Received:
8/12/2014
Project#:
TCLP Metals Analysis (6010)
Client ID#
Lab ID#
Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl ,
Run
Analyst,
214A Holding Basin
001
8/7/2014
TCLP Arsenic(As)
0.50
ND mg/L
Solid
EPA 6010 C
1
5.0
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Barium(Ba)
5.0
ND mg/L
Solid
EPA 6010 C
1
100
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Cadmium(Cd)
0.10
ND mg/L
Solid
EPA 6010 C
1
1.0
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Chromium(Cr)
0.20
ND mg/L
Solid
EPA 6010 C
1
5.0
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Lead(Pb)
0.50
ND mg/L
Solid
EPA 6010 C
1
5.0
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Selenium(Se)
0.50
ND mg/L
Solid
EPA 6010 C
1
1.0
8/14/2014
WK
214A Holding Basin
001
8/7/2014
TCLP Silver(Ag)
0.50
ND mg/L
Solid
EPA 6010 C
1
5.0
8/14/2014
WK
TCLP Mercury Analysis
(1311/7470)
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
214A Holding Basin
001
8/7/2014
TCLP Mercury
0.0020
ND mg/L
Solid
EPA 7470 A
1
0.20
8/14/2014
. ALJ
SVOC
SW-846: 8081-TCLP
Pesticides
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
214A Holding Basin
001
.8/7/2014
Chlordane, total
0.010
ND mg/L
Solid
EPA 8081 B
1
0.030
8/18/2014
JBN
214A Holding Basin
001
8/7/2014
Toxaphene
0.10
ND mg/L
Solid
EPA 8081 B
1
0.50
8/18/2014
JBN
214A Holding Basin
.001
8/7/2014
Endrin
0.0020
ND mg/L
Solid
EPA 8081 B
1
0.020
8/18/2014
JBN
214A Holding Basin
001
8/7/2014
gamma-BHC
0.0020
ND mg/L
Solid
EPA 8081 B
1
0.40
8/18/2014
JBN
214A Holding Basin
001
8/7/2014
Heptachlor
0.0020
ND mg/L
Solid
EPA 8081 B
1
0.0080
8/18/2014
JBN
214A Holding Basin
001
8/7/2014
Heptachlor epoxide
0.0020
ND mg/L
Solid
EPA 8081 B
1
0.0080
8/18/2014
JBN
214A Holding Basin
001
8/7/2014
Methoxychlor
0.0020
ND mg/L
Solid
EPA 8081 B
1
10
8/18/2014
JBN
VOC by GC/MS (8260)-TCLP
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
214A Holding Basin
001
8/7/2014
1,1-Dichloroethene
0.10
ND mg/L
Solid
EPA 8260 B
1
0.70
8/14/2014
MES
214A Holding Basin
001
8/7/2014
1,2-Dichloroethane
0.10
ND mg/L
Solid
EPA 8260 B
1
0.50
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Benzene
0.10
ND mg/L
Solid
EPA 8260 B
1
0.50
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Carbon tetrachloride
0.10
ND mg/L
Solid
EPA 8260 B
1
0.50
8/14/2014
MES
214A Holding Basin
001
8M2014
Chlorobenzene
0.10
ND mg/L
Solid
EPA 8260 B
1
100
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Chloroform
0.10
ND mg/L
Solid
EPA 8260 B
1
6.0
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Tetrachloroethene
0.10
ND mg/L
Solid
EPA 8260 B
1
0.70
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Trichloroethene
0.10
ND mg/L
Solid
EPA 8260 B
1
0.50
8/14/2014
MES
214A Holding Basin
001
8/7/2014
Vinyl chloride
0.20
ND mg/L
Solid
EPA 8260 B
1
0.20
8/14/2014
MES
214A Holding Basin
001
8/7/2014
MEK
2.0
ND mg/L
Solid
EPA 8260 B
1
200
8/14/2014
MES
Page 4 of 8

x+ r a;;-
l �- �
Summit Environmental Technologies, Inc.
g
3310 Win St.
WO#:
14081145
k1:^ . ���
`
ai"IttdPr�S2!`C51.'="rtr �tSI.i,Ct ?;
a
Cuyahoga Falls, Ohio44223
Date Reported:
p
9/5/2014
ir> ;t�rr,rnl wc.,ia;•:r,, : �,
TEL: [phone] FAX: [phone]
Company:
Environment 1, Inc.
Website: hgp://wivw.settek.com
Address:
114 Oakmont Dr
Greenville NC 27858
Received:
8/12/2014
Project#:
SVOC 8270 TCLP BNA List
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
214A Holding Basin
001
8/7/2014
1,4-Dichlorobenzene
0.10
ND mg/L
Solid
EPA 8270 C
1
7.5
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
2,4,5-Trichlorophenol
0.25
ND mg/L
Solid
EPA 8270 C
1
400
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
2,4,6-Trichlorophenol
0.25
ND mg/L
Solid
EPA 8270 C
1
2.0
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
2,4-Dinitrotoluene
0.10
ND mg/L
Solid
EPA 8270 C
1
0.13
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Cresols, Total
5.0
ND mg/L
Solid
EPA 8270 C
1
200
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Hexachloro-1,3-
0.10
ND mg/L
Solid
EPA 8270 C
1
0.50
8/23/2014
JRT
butadiene
214A Holding Basin
001
8/7/2014
Hexachlorobenzene
0.10
ND mg/L
Solid
EPA 8270 C
1
0.13
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Hexachloroethane
0.10
ND mg/L
Solid
EPA 8270 C
1
3.0
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Nitrobenzene
0.10
ND mg/L
Solid
EPA 8270 C
1
2.0
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Pentachlorophenol
0.25
ND mg/L
Solid
EPA 8270 C
1
100
8/23/2014
JRT
214A Holding Basin
001
8/7/2014
Pyridine
0.25
ND mg/L
Solid
EPA 8270 C
1
5.0
8/23/2014
JRT
SVOC SW-846: 8321 Herbicides-TCLP
Client ID#
Lab ID# Collected Analyte
Rep Lmt Result Units
Matrix
Method
DF
RegLvl
Run
Analyst
214A Holding Basin
001
8/7/2014
2,4-D
5.0
ND mg/L
Solid
EPA 8321 A
1
10
8/15/2014
AMZ
214A Holding Basin
001
8/7/2014
2,4,5-TP
0.50
ND mg/L
Solid
EPA 8321 A
1
1.0
8/15/2014
AMZ
Page 5 of 8

"
`t a
r gs14 s
Summit Environmental Technologies, Inc.
g
3310 Win St.
WO#:
14081145
"-z<:
<ir„d1 }NYAEN3'[`. t_ r?g- .r4riLa�n r, sir.;
Cuyahoga Falls, Ohio 44223
Date R
Reported:
9/5/2014
w�
���ystili=•�Ya= Q..'rnM
TEL: [phone] FAX [phone]
Company:
Environment 1, Inc.
Website: hitn://www.settek.com
Address:
114 Oakmont Dr
Greenville NC 27858
Received:
8/12/2014
Project#:
Client ID# Lab ID# Collected Analyte Result Units Matrix Method DF RL Run Analyst
214A Holding Basin 001
214A Holding Basin 001
214A Holding Basin 001
214A Holding Basin 001
8/7/2014
Flashpoint (140T)
>140 °F
8/7/2014
Cyanide, Reactive
ND ppm
8/7/2014
pH
12 s.u.
8/7/2014
Sulfide, Reactive
ND ppm
Solid
EPA 1010
1 8/28/2014
TAH
Solid
EPA 9014
1 0.50 8/28/2014
TIR
Solid
EPA 9045 D
1 8/27/2014
AYS
Solid
EPA 9034
1 25 8/28/2014
TIR
Page 6 of 8

7) Key Contacts

Key Contacts
Permittee: Jordan Hughes
City Engineer
City of New Bern
P.O. Box 1129
New Bern, NC 28563
252.639.7527
Preparer: Judy Majstoravich
Treatment Plant Manager
Land Application Residuals Operator # 13576
City of New Bern WWTP
307 Glenburnie Dr.
New Bern, NC 29560
252.639.7555 cell252.728.8839
Land Applier: Albe Thomas
Land Application Supervisor
Land Application Residuals Operator # 26327
City of New Bern WWTP
307 Glenburnie Dr.
New Bern, NC 29560
252.514.8263 cell252.675.2819
Back-up: Robert Jones
Operations Manager
Land Application Residuals Operator # 23895
City of New Bern WWTP
307 Glenburnie Dr.
New Bern, NC 29560
252.639.7560 cell252.675.2749