WQ0001684_Inspection Letter_20240517

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
May 17, 2024
Delivered electronically via email: mwiseman(o)-ci.asheboro.nc.us
Michael Wiseman — WWTP Manager
City of Asheboro
P.O. Box 1106
Asheboro, NC 27204
SUBJECT: 2023 Residuals Annual Report Review
Asheboro Residuals Land Application Program
Permit No. WQ00016884
Randolph County
Dear Mr. Wiseman:
On May 13, 2024, Division of Water Resources staff Caitlin Williams completed a review
of the 2023 residuals annual report. This review reflected compliance with the subject
permit. The following items of concern were noted:
• Fields GU-15-01, GU-28-02A, GU-28-04, GU-28-05, RD-42-02, RD-42-03, RD-43-
02, RD-43-03A, RD-46-02 all reported a soil pH < 6.0 and had lime
recommendations. No lime applications were reported on the Annual Land
Application Field Summary Form. The pH values should continue to be monitored
as low pH values can negatively impact crop health.
• Field GU-16-02 reported the soil series and PAN incorrectly. Moving forward, be
sure to reference the correct soil series as listed in the most recent Attachment B.
Please refer to the enclosed inspection report for additional comments and observations.
If you have any questions, please contact Caitlin Williams at the letterhead address and
phone number, or by email at caitlin.williams(c�deg.nc.gov.
Sincerely,
Docu Signed by:
OD2D3CE3F1 B7456...
Jennifer F. Graznak, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ — WSRO
Enc: Inspection Report Cc: David Ackley, EMA Resources (electronic copy)
Brent Collins, EMA Resources (electronic copy)
Randolph County Environmental Health (electronic copy)
DffNorth Carolina Department of Environmental Quality I Division of Water Resources
oan caaouNn
Winston-Salem Regional Office 1 450 W. Hanes Mill Rd, Suite 300 I Winston-Salem, North Carolina 27105
M336.776.9800
oep.m.m or em�nmen� Qualm

Compliance Inspection Report
Permit: WQ0001684 Effective: 08/11/23 Expiration: 09/30/25 Owner: City of Asheboro
SOC: Effective: Expiration: Facility: City of Asheboro Class B Residuals Program
County: Randolph 1032 Bonkemeyer Dr
Region: Winston-Salem
Asheboro NC 27203
Contact Person: John N Ogburn Title: City Manager Phone: [phone]
Directions to Facility:
System Classifications: LA,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NC0026123 City of Asheboro - Asheboro WWTP
Inspection Date: 05/13/2024 Entry Time 08:OOAM
Primary Inspector: Caitlin Williams
Secondary Inspector(s): czd l« W I UII ws
Exit Time: 04:OOPM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Annual Report Review
Permit Inspection Type: Land Application of Residual Solids (503)
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Record Keeping Treatment
Sampling Pathogen and Vector Attraction
(See attachment summary)
Page 1 of 4

Permit: WQ0001684 Owner - Facility: City of Asheboro
Inspection Date: 05/13/2024 Inspection Type: Annual Report Review Reason for Visit: Routine
Inspection Summary:
On May 13, 2024, Division of Water Resources staff Caitlin Williams completed a review of the 2023 residuals annual report.
This review reflected compliance with the subject permit. The following items of concern were noted:
• Fields GU-15-01, GU-28-02A, GU-28-04, GU-28-05, RD-42-02, RD-42-03, RD-43-02, RD-43-03A, RD-46-02 all reported
soil pH < 6.0 and had lime recommendations. No lime applications were reported on the Annual Land Application Field
Summary Form. The pH values should continue to be monitored as low pH values can negatively impact crop health.
• Field GU-16-02 reported the soil series and PAN incorrectly. Moving forward, be sure to reference the correct soil series
as listed in the most recent Attachment B.
Other observations:
• The certification form listed 18 fields utilized in the 2023 calendar year. Data for only 17 fields were provided. An
amended certification form was provided on 5/14/2023.
• Clear scans of all pathogen and vector forms were provided on 5/14/2023.
• 40 day bench scale and fecal coliform were used to meet pathogen and vector reduction requirements. Tests were
completed quarterly.
• Nutrient and metals sampling was done quarterly on 1/4/23, 4/5/23, 7/10/23, 0/3/23. TCLP was sampled on 1/4/23.
• The case narrative for N&M sampling on 7/10/23 lists Shelby WTP but the results are for Asheboro WWTP. This could
be a lab error in compiling the report.
Page 2 of 4

Permit: WQ0001684 Owner - Facility: City of Asheboro
Inspection Date: 05/13/2024 Inspection Type: Annual Report Review
Reason for Visit: Routine
Type
Yes No NA NE
Distribution and Marketing
❑
Land Application
Record Keeping
Yes No NA NE
Is GW monitoring being conducted, if required?
❑
❑ ❑ ❑
Are GW samples from all MWs sampled for all required parameters?
❑
❑ ❑ ❑
Are there any GW quality violations?
❑
❑ ❑ ❑
Is GW-59A certification form completed for facility?
❑
❑ 0 ❑
Is a copy of current permit on -site?
❑
❑ 0 ❑
Are current metals and nutrient analysis available?
0
❑ ❑ ❑
Are nutrient and metal loading calculating most limiting parameters?
0
❑ ❑ ❑
a. TCLP analysis?
0
❑ ❑ ❑
b. SSFA (Standard Soil Fertility Analysis)?
0
❑ ❑ ❑
Are PAN balances being maintained?
0
❑ ❑ ❑
Are PAN balances within permit limits?
0
❑ ❑ ❑
Has land application equipment been calibrated?
❑
❑ ❑
Are there pH records for alkaline stabilization?
❑
❑ 0 ❑
Are there pH records for the land application site?
0
❑ ❑ ❑
Are nutrient/crop removal practices in place?
0
❑ ❑ ❑
Do lab sheets support data reported on Residual Analysis Summary?
0
❑ ❑ ❑
Are hauling records available?
0
❑ ❑ ❑
Are hauling records maintained and up-to-date?
0
❑ ❑ ❑
# Has permittee been free of public complaints in last 12 months?
0
❑ ❑ ❑
Has application occurred during Seasonal Restriction window?
0
❑ ❑ ❑
Comment:
Pathogen and Vector Attraction
Yes No NA NE
a. Fecal coliform SM 9221 E (Class A or B)
0
❑ ❑ ❑
Class A, all test must be <1000 MPN/dry gram
❑
Geometric mean of 7 samples per monitoring period for class B<2.0*10E6 CFU/dry gram
Fecal coliform SM 9222 D (Class B only)
❑ ❑ ❑
Geometric mean of 7 samples per monitoring period for class B<2.0*10E6 CFU/dry gram
b. pH records for alkaline stabilization (Class A)
❑
❑ ❑ ❑
c. pH records for alkaline stabilization (Class B)
❑
❑ ❑ ❑
Temperature corrected
❑
d. Salmonella (Class A, all test must be < 3MPN/4 gram day)
❑
❑ ❑ ❑
Page 3 of 4

Permit: WQ0001684 Owner - Facility: City of Asheboro
Inspection Date: 05/13/2024 Inspection Type: Annual Report Review Reason for Visit: Routine
e. Time/Temp on: ❑ ❑ ❑ ❑
Digester (MCRT) ❑
Compost ❑
Class A lime stabilization ❑
f. Volatile Solids Calculations 0 ❑ ❑ ❑
g. Bench -top Aerobic/Anaerobic digestion results ❑ ❑ ❑ ❑
Comment:
Treatment
Yes No NA NE
Check all that apply
Aerobic Digestion
Anaerobic Digestion
❑
Alkaline Pasteurization (Class A)
❑
Alkaline Stabilization (Class B)
❑
Compost
❑
Drying Beds
❑
Other
❑
Comment:
Sampling Yes No NA NE
Describe sampling:
Is sampling adequate? 0 ❑ ❑ ❑
Is sampling representative? 0 ❑ ❑ ❑
Comment:
Page 4 of 4

ANNUAL LAND APPLICATION CERTIFICATION FORM
WQ Permit#: WQ0001684
County: Randolph Year:
Facility Name (as shown on permit): City of Asheboro
Land Application Operator: EMA Resources Inc. 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.
Part A - Residuals Application Summary:
2023
336-751-1441
Total number of application fields in thepermit:
54
Total number of fields utilized for land application during the year:
17
Total amount of dry tons applied during the year for all application sites:
1181.36
Total number of acres utilizes for land application during the year:
235.4
Part B - Annual Compiance Statement:
Facility was compliant during calendar year 2023 with all conditions of the land application permit
(including but not limited to items 1-13 below) issued by the Division of Water Quality. El 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 . I I I I 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 remediations.
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."
Michael R. Wiseman - Plant Manager
Permittee Name and Title (type or print)
Mile WMeWan 02/26/24
Mike Wiseman (Feb 26, 202414:37 EST)
Signature of Permittee Date
Z—Z 1/18/2024
Signature of Preparer* 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 (26) DENR FORM ACF (12/2006)

gsm
b"
l
op
I
IMM-
Rm
o
�o m
(A
A O
o c.
� a
O
3a
�a
_a
V
n O
� m
m
=v
x�
v �
m
CA =
M ..
Q- O
v� -p
allo ch
O
�Nr
c
In
a
Im
m
O

W co N N N N N N N N N N -�
O 0 W -4 O Uj A W N O 0 Co i 4 0)CT1
I I
�
W
—
N
—
-+
—
O
CD
W
-4
O �
�
W
v
r►
�
p jo
� O IJ
"'
i('j a
i�1 J
c- �,,, ©14 o j�
�` z5'
J IJ �o;
Cr-c�
C
CP
O
C>
cN
a �
CD
- ,.•i
y
4WdW W ^c►.:
�1 ��`
I4$ �
''i
`_f LAJ 'tom(Ij
, ' i
-�
t
m
m
CPA
3
CD
o
V '
CD
/CL
Luj
Aw
i
�
I W
w
v" IW O QQ Q
I W
LN
(N
W O
�W p
W
W
J
CD
zj
w
W�
W
fCN
-
lr
LA
1011,
C.,O
S
1
i
y
�D
n
0
a
0
7
C,
N
N
N
.W
a
^+
W

W CD CD 00 V � " I A CA) N N ' ' (Ot 00 -I O `Cn A W N
O CO 00 -I O U1 � W N O 1 O
O, © a C9 '(9 N
W V, t.1 GJ w. w U' C3 vj WCD
r6' ' —P In (A �o s
,
1 v
y N
_ rt
CD
N 0 �
c4
�.CD
— —
r
0
r to
QJ
a o � Li Q o
vs :► �i L"' ".1 W w `�^',a �u, chat w t t LA^' � tit' W M
oo oC L j r!1 61 G.j S U? °� C 7' -n
Z� � 7'0 7o s

City of Asheboro
OVj' I Department of Water Quality
H Fecal Coliform in Sludge
Sample Collection
Sample #
5S
vess
Ca,(ce,
p� CaKe "
Date
3 N a
3 • Iy a3
S • a 3
•1 •Z-3
3 .,1•--I - Z3
3
Time
: L4
, q?-
11y5
os
i�2
360
3°F l�
Location
C)A • de�2o(
, �Q
,�
e,�
C40 n
Analyst
�o
% Solids
Dish Number
j
L
WtDish &WtS
10. -7-7
•Sylis
O•
U.39Z�
t-c-[
q `'I
Wt Dish
1 /
. Jl
tz210
l . (5u-a
Oi
0l
Wt Wet Solids
$(�
g, cja
1k
10. 3533
8.5'
b . 305
Wt Dish & DryS
a Uq38
0?.`��iGIS
c2•�Ily(,p
0
�2.1n3,;,1
;?- loks
Wt Dish
. to 0-7
k-
v
I. u
- 01Z!
of
WtDry Solids
U1:3u3
.533q
J.q010
1.9591
-U224
I• 0-1
%Dry Solids
ILD,Ul,
Analyst
Fecal Coliform
Date In
3 Ilo•23
3lu.Z
31(P z3
3I(v 23
3•
3•I!•"Z
•�
Time In
1/6D
I-Lpq7
IZ32
ICI C)
Analyst In
Sty
&
so �
sa f
83F
ml sample
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
0.0001
0
©
I
0.0003
©
Q
0.001
©
o
©
to
0.003
Rule used for calculation
3
3
3
,i
[
b
Fecal Coliform/
gram Dry Sludge
ice
I ��a
e- t1 a 1
y '18Z
10�
tdSl
IZ• 1<,2u
Date Out
3 11•
3 fl Z 3
3 i
.�
/ -;2
/
emu• /
Time Out
i[�}�
j4_1
Ilq1
11
0
/ d
3
_
Analyst out
SF
EO
7e-
caip
Coliform Colonies/gram = Coliform colonies counted X 100
ml X % Dry Solids
-I —I S �j^7 /g
Geometric Meaner cfu
S-* - 0 �.

M
p
c
a
v
°+
O
r►
N
v
�
c o
S T
g
c o
T
A z
IA
rr
�
a
Q°
o
^
OR �°
....
a
�CL
r+
ai
p)
N
V
�
N
Q
^
oQ
V
N
N
°-
O
a
ao
..r
V
WOD
d
Kj LAU.,
N
DO
co
N
+ lop
43
N
N
N 9
W
N
J
�'
ON

City of A.- ioro Aoft,
Department of Water Quality
A. tw.ki,
Date I . n
i* lift.
-,7 0 -,2
15 Oa
LI 9,57
1 - Q5
lq,-Ig
al
3. �DS
GOP
6l'sa mple
# coI nIes
#
JOV
#'colo
nies
#colonies
0.0001
0
0.0003:
0
0
0,00- -
0
t7
0
1
3
L3
.-0.06
gram.Qry Sludge
U
Ana Ot:out,
2,21
L
:3- g LP 3
ItQ--Z &-b3'
" z- C
E
37K
L
-D 3
CoUTOrm L-moniesIgram = Colitorm colonies counted X 100
*(A� vult-, .216 Eb� Cot ml X % Dry Solids
� t CAv j a--ftNj 5 Geometric Mean. E)3
UAIOU-d?1

N
0a
R°
a
ul
CL
oa
�
c
—
CL
c
a
v
�
v
toR
'No
0

JANUARY1
2023
DIG, PR
D % S
0.0387
0.0542
0.0472
0.0501
0.0531
0.0554
0.0534
0.0574
0.0488
0.0424
0.0426
C
;
4
f
SLUDGE
REPORT FOR
DATE
D- GALS
1
18400
2
21100
26800
27500
25100
33900
3
4
5
6
7
8
9
34100
31000
31700
10
26500
28000
11
12
26700
0.0485
0.0438
0.0531
13
14
26200
24000
151
31600
0.0421
16
17
27800
0.0448
0.0477
0.0509
f
25100
22700
18
19
27400
0.0419
0.0499
0.0488
20
28400
33200
21
22
26900
0.0461
0.0492
0.0543
£
23
24
20400
25200
261
22700
0.0517
26
18200
0.0566
0.0454
f
27
19700
28
21600
0.0449
f
29
20600
0.0519
0.0511
0.0565
f
i
f
30
31
18500
19200
TOT
790200
1.5225
AVG
25490.32
0.049
ESS, NIT WASTING AND DET TIME FOR 503 REGS
1- LBS
PR GAL
JPR LBS
RAS
Nit Gal I
Nit Lbs
Gal Room
Det Time
1938.747
38740
8433
0.052841
79942.5
39.6
1537.791
0.05135
93266
33.9
0549.77
12778
2696
8220
0.04679
3208
79943
27.2
1490.44
7740
0.02265
1462
62178
27.1
1115.64
8040
0.03958
2654
35530
30.8
5663.02
73525
17599
7400
0.04235
2614
71060
21.7
5186.64
10654
2364
0.03983
44413
22.4
14840.2
33056
7609
0.04194
53295
24.3
2901.65
41084
8669
7976
0.0411
2734
62178
23.5
G70.824
48133
10477
8700
0.04016
2914
71060
27.8
Q47.952
58092
12354
8140
0.0439
2980
106590
25.0
0799.88
31032
6858
8300
0.03659
2533
102149
26.4
9570.65
9100
0.02947
22371
79943
27.8
10628.5
35102
7992
0.04041
79943
30.3
11095.2
52646
12470
0.04465
124355
21.6
0386.97
1H
0.04275
88825
25.9
Q85.232
23778
5097
8180
0.044
3002
93266
28.5
636.286
8200
0.03989
2728
62178
32.8
9574.82
7100
0.04475
2650
44413
27.9
1819.11
51086
11248
7820
0.02829
1845
26648
27.5
3512.13
22541
5132
0.02171
62178
22.5
0342.35
31978
7094
0.01 118
62178
27.7
370.691
23546
5066
7860
0.00642
421
62178
36.6
1412.12
46003
10781
8340
0.02525
1756
88825
28.5
787.741
62776
16597
8680
0.01141
826
128796
29.9
591.201
8140
0.015
1018
106590
38.5
'459.129
8400
0.02335
1636
79943
36.9
;088.466
25500
5423
0.027051
79943
33.7
;916.628
25835
5774
0.02272
79943
35.3
'884.219
24662
5245
7740
0.02886
1863
97708
38.4
047.232
24019
6190
9080
0.01853
1403
106590
36.5
323451
796566
181168
163156
1.0271
42483
2416040
916.624
10434
36207.5
8234.9
8158
0.0331
2124
779371
29.56852
Dig
Influent
Dig
Effluent
% 1#
Tern
% vol Re
D #1 tern
D #2 Tern
% Solids
% Vol Inf
% Solids
% Vol
CO2 C
128
56.2
117
139
3.87
75.2
2.77
59.1
38
128
117
139
5.42
74.4
37
128
48.6
115
140
4.72
74
2.77
59.4
37
151
118
185
5.01
74.8
38
128
118
138
5.31
72.8
38
127
50.5
118
137
5.54
74
2.7
58.5
36
126
42.3
119
133
5.34
73.8
2.76
61.9
35
125
46.7
118
132
5.74
72.8
2.8
58.8
36
125
45
119
130
4.88
73.1
2.84
59.9
36
125
53.3
119
130
4.24
75.8
2.81
59.4
36
125
55.2
120
130
4.26
76.4
2.83
59.2
36
125
51.6
119
131
4.85
75.6
2.88
60
33
125
119
131
4.38
74.3
38
124
37.4
118
131
5.31
72.7
2.46
62.5
37
124
36.2
119
129
4.21
74.6
2.78
65.2
36
124
119
129
4.48
72.3
35
124
42.3
117
130
4.77
73.7
3.01
61.8
37
125
118
131
5.09
74.5
36
125
117
132
4.19
73.9
37
125
51.4
117
133
4.99
74.2
2.79
58.3
36
125
48.2
119
131
4.88
74
2.82
59.6
36
125
45.5
119
131
4.61
73.5
2.87
60.2
36
124
48.1
118
131
4.92
74.21
2.87
59.9
37
125
48.3
119
131
5.43
74.2
2.81
59.8
36
126
43.5
119
132
5.17
73.3
2.9
60.8
38
126
117
134
5.66
71.4
38
125
116
135
4.54
69.7
37
127
46.4
118
1371
4.49
71.8
2.55
57.7
38
127
46.7
117
1371
5.19
74.6
2.88
61
36
128
50.6
118
139
5.11
74.3
2.72
58.8
39
129
57.3
117
140
5.651
77.2
2.77
59.1
37
3922
1051.3
3657
4187
152
2291
61
1321
1136
126.5
47.78636
118
135
5
73.9
3
60.0
37

FEBRUARI
2022
SLUDGE
REPORT FOR
DIG,
PRESS, NIT
WASTING
AND
DET TIME
FOR
503 REGS
Dig
Influent
Dig
Effluent
%
DATE
D- GALS
D % S
D- LBS
PR GAL
PR LBS
RAS
Nit Gal
Nit Lbs
Gal Room
Det Time
Avg Tern
% vol Re
D #1 tern
D #2 Tern%
Solids
% Vol Inf
% Solids
% Vol
CO2
qDig
1
18100
0.0517
7804.322
8600
158.3221
85272
39.9
128
117
140
5.17
77.6
372
16600
0.0511
7074.488
33145
7906
7600
0.0125
792
106590
42.2
129
39.3
117
141
5.11
77.3
2.68
59.3
37
3
17700
0.0515
7602.327
24135
5374
8800
0.01902
1396
106590
39.6
129
62.3
117
141
5.15
76.8
2.41
55.5
37
2
4
17400
0.0623
9040.727
0.0293
88825
41.3
129
117
142
6.23
80.1
37
2
5
17200
0.0505
7244.124
0.02511
71060
42.8
130
117
142
5.05
78.8
39
2
6
15500
0.0488
6308.376
32407
7054
8800
0.02291
1681
97708
45.8
129
58.6
116
142
4.88
78.8
2.69
60.6
37
2
7
17100
0.0473
6745.642
32025
8306
9920
0.03625
2999
97708
41.5
130
61.4
117
144
4.73
78.8
2.6
58.9
40
2
8
17900
0.0509
7598.657
35282
8421
9000
0.03945
2961
111031
38.9
132
58
119
145
5.09
78.2
2.72
60.1
37
2
9
17400
0.0489
7096.172
24034
6735
9100
0.04107
3117
124355
39.3
132
61
119
146
4.89
78.9
2.67
59.3
40
2
10
24600
0.0427
8760.503
9920
0.04486
3711
106590
28.5
132
118
146
4.27
76.4
38
2
11
24100
0.0478
9607.513
0.04164
79943
30.2
132
120
144
4.78
77.5
38
2
12
28500
0.0467
11100.12
33904
7041
0.0079
88825
25.2
130
53.4
119
142
4.67
75.7
2.56
59.2
381
2
13
24700
0.0474
9764.305
8800
0.02788
2046
62178
30.2
130
118
142
4.74
72.5
36.41
2
14
25500
0.0436
9272.412
71685
14336
9060
0.04661
3522
88825
28.2
130
43.8
118
141
4.36
72.4
2.68
59.6
36.3
2
151
29700
0.0409
10130.85
23656
5643
10020
0.04466
3732
106590
23.6
130
31.5
121
140
4.09
73.5
3.01
65.5
35
2
16
23300
0.0601
11678.75
9980
0.04794
3990
71060
31.6
130
120
140
6.01
75.1
35
2
17
36000
0.0438
13150.51
8060
0.04139
2782
53295
21.0
131
121
140
4.38
73.7
38
2
18
30500
0.0491
12489.57
79384
19332
0.03788
115473
22.7
129
120
138
4.91
77.4
38
2
19
28700
0.0432
10340.27
53733
14430
0.03932
115473
24.1
128
48.5
120
136
4.32
75
2.75
60.7
36
2
20
19000
0.0392
6211.632
20330
4171
8840
0.03975
2931
97708
37.4
1291
52.9
120
138
3.92
75.8
2.69
59.6
35
2
21
36100
0.044
13247.26
21276
4543
8460
0.04473
3156
79943
20.2
129
49.2
120
138
4.4
75
2.72
60.4
35
2
22
34100
0.0424
12058.31
51762
11397
9300
0.03929
3047
75501
21.5
128
48.7
121
136
4.24
74.2
2.76
59.6
35
2
23
33100
0.0387
10683.29
28470
6292
8520
0.04282
3043
97708
21.5
129
46.7
122
136
3.87
73.8
2.7
60
35
2
24
38000
0.0384
12169.73
42164
9002
9140
0.04165
3175
88825
18.9
129
44.5
122
136
3.84
72.5
2.66
59.4
35
2
25
41100
0.038
13025.41
0.04326
88825
17.5
128
123
133
3.8
72.6
37.5
2
26
48900
0.034
13866.08
0.04856
53295
15.4
126
122
130
3.4
72.6136.3
2
27
42600
0.0416
14779.81
69590
18207
6860
0.04092
2341
53295
17.7
126
44.7
122
129
4.16
73.8
2.75
60.9
37
2
28
35500
0.0418
12375.73
57082
12608
8420
0.04055
2848
75501
20.6
126
42.3
122
129
4.18
72.8
2.75
60.7
35
2
TOT
758900
1.2864
281227
734064
170798
177200
159.309
53271
2487988
827.4913
3621
846.8
3346
3895
129
2118
46
1019
1031
56
AVG
27103.57
0.046
10044
40781.3
9488.8
8860
5.690
2804
88857
29.55326
129.3
49.8118
1201
1391
51
75.61
3
60.01
37
2

r�
MARCH 1 2O22
SLUDGE
REPORT FOR
DIG,
PRESS, NIT
WASTING
PR GAL
83310
31174
51737
62290
31876
65458
36275
A
DATE
1
2
D- GALS
50000
38400
D % S
0.0382
0.044
D- LBS
15929.4
14091.26
3
38300
0.0511
16322.46
11631.3
8521.478
11791.43
14047.23
13876.09
15306.74
11359.25
4
31200
0.0447
5
6
24800
27400
0.0412
0.0516
7
8
31900
35400
0.0528
0.047
9
10
36200
30200
0.0507
0.0451
11
22800
0.0428
8138.506
12
18900
0.0436
6872.494
52001
51084
19927
13
16000
0.0438
5844.672
14
18800
0.0424
6647.981
7758.368
15
19300
0.0482
16
20600
0.0428
7353.211
62424
17
17000
0.0438
6209.964
18
19600
0.045
7355.88
19
24500
0.0473
9664.809
46312
20
29700
0.0459
11369.34
21
49400
0.0466
19199.01
35841
45400
22
23
40000
39100
0.04831
0.0461
16112.88
15032.93
24
34300
0.0432
12357.88
25
26
42000
38600
0.0433
0.047
15167.12
15130.43
76205
51644
28097
27
40800
0.0487
16571.25
28
50700
0.0469
19831.1
58248
29
41200
0.0439
15084.39
89160
30
36900
0.0426
13109.98
53532
31
31800
0.0434
11510.2
33625
TOT
995800
1.412
379199
1065620
AVG
32122.58
0.046
12232
50743.8
ND DET
TIME FOR
503 REGS
Dig
Influent
Dig
Effluent
% #
PR LBS
RAS
Nit Gal
Nit Lbs
Gal Room
Det Time
Avg Tem
% vol Re
D #1 tern
D #2 Tem
% Solids
% Vol Inf
% Solids
% Vol
CO2 C
18419
7960
0.03991
2649
97707.5
14.2
126
35.7
122
129
3.82
71.4
2.83
61.634
6708
7360
0.0125
767
88825
18.7
125
33.7122
127
4.4
70.4
2.77
61.2
35
11153
7860
0.04026
2639
106590
18.3
125
32.2
122
128
5.11
69.4
2.7
60.6
34
0.04491
97708
22.8
125
121
129
4.47
70.1
36
0.04318
76390
29.5
125
121
130
4.12
71.7
35
14342
8240
0.04281
2942
85272
26.4
126
37.7
120
131
5.16
71.1
2.75
60.5
36
6806
7160
0.04422
2641
115473
21.7
127
44.4
121
133
5.28
73.2
2.7
60.3
37
13617
8840
0.04748
3500
71060
20.8
126
41.1
121
132
4.7
72.3
2.74
60.6
37
7715
8260
0.04003
2758
106590
19.4
126
38.2
122
131
5.07
71
2.81
60.2
36
7140
0.04117
2452
106590
23.2
126
121
131
4.511
75.4
37
0.0435
79943
31.9
126
120
132
4.28
74.7
38
0.0376
66619
39.2
127
120
134
4.36
75.6
36
11406
63401
0.04374
2313
94155
44.6
127
49.4
119
136
4.38
75
2.77
60.3
38
11801
7200
0.04426
2658
124355
36.4
129
51.2
120
137
4.24
75.6
2.8
60.2
36
4404
7580
0.04131
2612
124355
35.4
128
55.4
120
136
4.82
77.1
2.72
60
38
7720
0.04039
2601
106590
34.0
131
121
141
4.28
75
38
7120
0.04774
2835
88825
42.3
131
120
141
4.38
74.6
36
12755
0.03317
142120
34.0
131
58.6
120
142
4.5
74
2.36
54.1
38
9862
0.04428
124355
27.9
132
49
122
142
4.73
74.4
2.72
59.7
37
6740
0.04312
2424
133238
22.7
131
120
141
4.59
74.4
37
7234
6540
0.04203
2292
124355
13.8
129
48.6
122
137
4.66
74.5
2.72
60
35
10337
7660
0.04151
2652
88825
18.0
128
48.2
124
133
4.83
74.1
2.85
59.7
38
5480
0.04019
1837
79943
18.6
127
123
131
4.61
73.4
36
6640
0.04561
2526
39083
22.4
127
123
131
4.32
71
36
18240
0
0.04195
0
888251
17.1
127
48.9
123
130
4.33
75.6
2.75
61.3
35.8
13180
0
0.04458
0
88825
18.6
126
46.5
122
130
4.7
75.3
3.12
62
36
6585
6140
0.04198
2150
71060
18.1
125
49
122
128
4.87
75.8
3.06
61.5
36
13699
7180
0.04265
2554
31089
15.3
124
40.9
122
127
4.69
73
3
61.5
36
21435
7340
0.04065
2488
53295
18.3
123
40.9
122
125
4.39
73.5
3.13
62.1
37
137 66
4420
0. 44153
2570
71060
20.0
123
38.8
122
124
4.26
73.3
3.22
62.7
36
8553
7820
0.04231
2759
124355
21.5
123
43.61
121
1251
4.341
74.7
3.121
62.5
36
241957
167740
1.281
57618
2897472
765.1422
3931
932
3760
4103
141
2281
60
1273
1127
11522
671 0
0.041
2305
93467
24.682
126.8
44.381
121
132
5
73.6
3
60.6
36
12
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
31
F

C/1
.�
lev
��k
o
I
r
�
sf
`L
1
_
1
■
`.�
11•
i�
rf
li
�
I
r
ti
11�
wIll
�
fir
■
��r
�
r►
�
•
!
oil
•
■
•
O
m
Lr
F
ca
O
a
w
m
m
a
c
O
D
a
a
O
m
0
m
m
O
3
O
O
N

O
0
W
V
O
Cfl
A
W N O CC 0o V
I
O
M
� W
N
p
CO
OD
-1
O
Cn
-Al
W
N
pp�� cIc o,Q
Ap
�'
.� �r -j
ry
�o
j
I�i
o J
a 0
�,
-1
w�
� J
�'
16' sv
`� Ld�
W
v'4 ` u 0
y
v'
'e
p v�
j�
I
—J
r `�
'�
CD
Q j W w w w cv W vJ
�' c�
w c,� G, ;.
"i
w
(r
cn ram► rw
—I W
CCIDcri
ai
W '�^-_'
W �'= `�
t�
w
w.t
C.
zt
4
cn
CAI
ac
LA
tN ,� N iw
CA tN
i(,,J �
W ..�
��
ww
w
w
c�
w
W
w
.
W
�w.�uwvi
cN
v'.
w����
�
LA
v"
C)J
w,�CD
'])
adV�lit
1
I.
pp,,nt
W � W
e
co g'
�^'Ic'o'Q
o 0 p
Q
-�CD
'N W W w
W W w � LA
�! W
t,, w w w
LN ;,+ :C
a
w
''
,,,,U,,
^,
W l/E -j_, trj
W
W
IN
W
W
�-c r
`"�
3
rn
rr�
l
c
I
co
0
a
0
7
H
S
N
0
N
W

Ii
O (D
NvWAWNNO
OO
M
i
W
V
0 Cn
A
W N
p
(D
OD 1-4
CA
CA
4
W
N
a)
J
a
�'
�+
q
6
aA%G
V i k �u �
G
(/�►
ON
CD
LZ
°q
LA)
CD
(�
�
W
N
3
Q
.. n
Ln
_�
.�
d
iV
Cis
CD
b. C?
LA 1
b
0'
.-
'P
�-
jic
�
J
m
0
p
i�^''
o
-'
O
g
O
m
o
e
l�1
G�i
O
o
3
v
w
e
w
^N'
V�►
—�
CD
O
C
cwwoO
w
w
rawCD
w
a
7
0
I
�
m
r�
0
a
V
0
s
i
m
c�
0 n
V rt

City of Asheboro
Department of Water Quality
Fecal Coliform in Sludge
Sample Collection
Sample #
I
Z
3
q
Gj
Date
:5--7-3-Z3
c -2N•Z3
5`2-5•V3
5-71(p•Z3
),30�L5
5.31.' 3
(D- 2
Time
105b
/0Z9
10CI3
1153
I u
(25b
l ��
Location
UnCov-e,c,l
C)veved
UVIwvevc19
Cw6red
COWY
e-d
coq-2r�
Analyst
WF
I SOF
I SOF
w
w
I gfj
lf-
% Solids
Dish Number
I
Z
3
Wt Dish & Wt S
2). 0-r2)-1
'-7, 632-Ce
-1. Z-N 3
Tl 3
• 3
O
(off
Wt Dish
p. 0I0i1Z
1.00E-)Co
(0.9
©, P)Gil
0. °1�1°1ly
-1
�. C?DOa
Wt Wet Solids
-7. L)-7U 5
U, 8 Zqv
. Z LIB
clal
310
"
WtDish & Dry S
2 qL/UI
Z. Z5Z5'
Z, ZZ(" s
ZZ-542-
Z•2q9 b�.252
213920
Wt Dish
O. ':Acl-72.
I, 0-06P
0-C"9(0
0 .
0. ov)0119
\
00
WtDry Solids
1, 4LI69
1127219
1;ZZ-72
I.ZS(p E2
I0j,O
I.3:r,12
9'aDry Solids
00,52
Ie.`1Z
ri-U%
1 19,116
;
1en.57,
16,11z
Analyst
SOF
S0q'
I sov-
I -�Oc
ec
3DF
Fecal Coliform
Date In
51 25. 23
6 -23
t • Z5, 2,3
1
0' 1 ' V
Time In
1i-115
/Cj'
11455
�j
1
Z
Analyst In
Si7E'
SD�
s0f
(rj
ml sample
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
0.0001
Q
(�
C�
C)
(�
0.0003
0
D
0
0.001
0
C)
0.003
(�
Rule used for calculation
3
.3
Zb
7�
3
Fecal Coliform/
gram Dry Sludge
` IC°Zco
L 1`152.
466
bo,. u2
L no (
V10
16 oa
C I6Li Z
Date Out
Z3
' . 2h - 23
5 - 7,& • Z'3
`7.1
- • Z
- Z • z
Z • 2-
Time Out
13j2
113i2
-Er- i3Y1
( (.j J
13L/
Analyst out
60F
/'YJ
'soF
Coliform Colonies/gram = Coliform colonies counted X 100
ml X % Dry Solids
Geometric Mean 1qU4— cfu/g

City of Asheboro
Department of Water Quality
Fecal Coliform in Sludge
Sample Collection
Sample #
5
n
//
1 Z
Date
(k • to • -Z3
- -] • Z
• Z
(P `7.2 a
(0 • I ,
Time
1330
1
d 17 5-�
�y W
Location
C,t vt v�1
C (red.
ne
Gvveved
CM
-
Analyst
sor
Bor
V 5U
% Solids
Dish Number
1011
1
Wt Dish & Wt S
41cm
324 J
/
. LA 9,)
T 050
B. Z-1 2
Wt Dish
cx�
0. q
li. ,c%
0 , o)
I. U 5
1. V 64
Wt Wet Solids
(pL139 j
(
ZUu
0230
Z
Wt Dish & Dry S
c? 1
15
67, 15 1
�2.13 Ob
a 6
Wt Dish
t
0 , "j
Gj
(, C3U
104
Wt Dry Solids
I . I CAI
I.1-114
cl
.1 3
I , 30
I . to Ll
% Dry Solids
1-1. all
19 . ol
5 .1 `G
t
a I.
Analyst
a
Fecal Coliform
Date In
-
-
. Z--2,
15
�0'1 23
Time In
ZI
(tea
\C7 J
\ b z
1I?Xb
Analyst In
S-b(
ml sample
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
0.0001
C�
0
(j
0
O
0.0003
D
0
L
4
0.001
b
0.003
0
Z
d
Rule used for calculation
3 to ILy
Z%
Z1,
Fecal Coliform/
gram Dry Sludge
4.1 $21 5�
i(#
3`vU`�,.el
SOP
S�
3�
125l0
<Moil-
4� (5&5
Date Out
w. 5
of.L
-Z
-to z
-/& •z S
&-160-Z3
Time Out
102,1
102-
/C32
og S.S
11OLI
//w
Analyst out
F
04'j /)
-4;zqr
Coliform Colonies/gram = Coliform colonies counted X 100
ml X % Dry Solids
Geometric Mean /- 1 i 5 IR cfu/g

M.
c
c
a
v
�+
•Sr
LA
OCL
,�
to
v�
�p
to
IA
O
z
O
N
rr
�°
a
v
CL
an
�
ru
N
Q
an
(D
{A
Q
O
Q.
V
c,
.c
r1.
XZ'
J
{
CP
LI
c�
C7
N
o
Q
cp
.sa
op
00
�
o
f
O
w

.a
v
o
_v,
n
v
d
'*
z
F+
IA
v
v,
o
H
�p
o
to
v
�n
A
Z
�
rr
...
Fr
p
(A
S
.-.
S
�-►
(A
S
,..,
S
3
5
'+
Q.
CL
m
nl
of
O
o
N
p
Q.
Q
v
LA
L
to
(Zo
CP
c�
_Vi—
co
,_
CD01)
s
_
C�
J
G
W
cz
op
w
-Z
9
LA
C
.z

APRIL 2023 - I i-
SLUDGE REPORT FOR DIG, PRESS, NIT WASTING AND DET TIME FOR 503 REGS
DATE D- GALS D % S D- LBS PR GAL PR LBS RAS Nit Gal Nit Lbs Gal Room ! Det Time Avg Tem % vol Re
1
44200
0.0448
16514.53
0.04594
124355
15.5
124
2
35500
0.0459
13589.61 _
0.04102
79943
20.5
124
3
24300
0.0506 ,
10254.7
33617 i
8439
6660
0.03688
2048
532951
31.1
125
_
_ 4_
5
24900
20100'
0.0464
9635.702
f
45662
10701
8080'
0.03913
2637
106590:
28.2
126
0.0456
7644.11 1
35573
8188
6660
0.03681
2045
_--T 914
34.2
128
6
24800
0.0543
11230.98'
34446
7900
7020 '
0.04186
2451
128796
27.4
129
7
25100'
0.05611
117_43
22017
5307;
0.01609
1065901
27.9
129
8
20000I
0.0561
9357.48I
0.00003
97708
35.5
128
9'
16300t
0.0632
8591.5341
0.00481
62178
45.7
128�
10
18800'
0.0549 :
8607.881
44868
10814
[
8020
0.04313
2885
106590
37.3
129
11
18600
0.0556
8624.894'
35512
8115'
8340
0.04285
2980'
124355
36.7�
130
12;
1980 0
057I
9412.524'
8380
0.03904
27297708
35.9
131
13
_ __-
_
}
9000
0.04517
3390
799431
I
131
14
18606
0.0461 {
7151.216
23366
58277
7980
0.04179
2781
977-08
38.2
38.2I
132
15
19100'
6.0623',
9924.016
0.03868;
97708
37.2
133
16
21900
0.05071
9260.1_52
0.039411
79943
33.2
133
17
205001,
0.05141
8787.858
33812
7557
8760
0.0449 !
3280
97708
34.6
133
18;
19900
0.048
7966.36
7860
0.04276
�
2803
97708
35.7'
133
19�
97100!
0.0466�
6645.812
18162
4201�
09
7520
T
0.04042
2535
97708
415
134
20
18400
0.0573'
8793.029' 37232
8663'
7320 0 04228
2581
119026
37.4
135
211
21000 fb-.o457
8003.898
7180
0.0446
2671
97708
33.8
136
22i
29200'
6.0468
--
11397.11
0.04023'
88825
24.6
135
231
33000
0.0507
-
13953.65
-
36099
8942
- -
0.04042
48854
-
23.0
134
24
24700
0.0534
11000.29
41760
10553
7740 !
0.04486
2896
53295
30.51
133
25 20900
0.0415
7233.699
_
8240
0.04411
3031
71060
_
35 33
134
262
19500
0.0534
86 44.442
52967
13297
7320'
0.04435
2708
4441_3!
39.2f
134
271
21_100
0.0464
8165.194
10391
2660
71801
0.044371
26571
97708
33.7.
134
28
31700
0.0556
14699.42
6840
0.02317'
1322
62178
23.5
133
29,
34500
0.0541
15537.42
52379
12974'
0. 3353_
_
26648
22.6
1_34
30
36200
0.0481 �14521.77
52660
13395''
0.04186
35530
21.3
132
TOT 7176001 1.5482 305845_' 671023 162061.8 , 146100 1.126 50430 2601684 961.9874
AVG 2392010.0521 10195­'I 35317 8529.566- 7689 0.038 2654 86723 32.06625
43.4
52.6'
53.2
53.8'11
44.5'
291
31.6
44.9
42.61
48.4
44I
46.6
50.8
39.9
48.6
52.3
47.5
44.8
35.3
3930 853.8
131.0 44.93684
Dig Influent
Dig
Effluents,% #
D #1 tern
D #2 Teem ;%
Solids %
Vol Inf'%
Solids
% Vol
'C_O_2 iDig
120
127
4.48
76.1
40
2
120
128
2
120
129
_4.59
5.O�
_75.4
3.2
62.8
_361
371
120
131
4.64 f
_74.9
3.18
62.3
36
_2
2
122
133
4.56
_77.7
3.2
62
36
2
1221
135
5.43
-
77.8;
3.19
- 371
2
122
135
5.61
74.3
3.09
_6-1.8
61.6
37�
2
121
135
5.61
70.4
39
2
120
136
6.32
66.6 !
39
2
120
138�
5.49
68.7
2.98
60.9
37'
2
121
139'
5.56
69.4_
3.01
60.8
39
2
121
140 I
5.7
72.1
39
2
121
141 C
5.971
74.1
3.01
61.2
38�
2
1211
142
4.61
72.4
3.02
60.1
38 ,
2
122'
143
6.23 ,
71.8
37'
2
122
144
5.07
71.3
_ _
I
3
2
123�
143
5.14
74.5
3
60.1
40
40
2
123'
143
4.81
72.81
3.06
+j
60'
39,
2
1241
144
4.66t
73.9'
3.02
60.2
37.1
2
1251
145
5.73 s
74.9
3.06
59.5
38.4'
2
125
146
4.57 !,
72
40.8
2
126
145
4.68
73.3
37
2
125
143
5.07
70.8
3.08
59.3
381
2
125'
142
_
5.34-.
}
72.81
3.05
57.9
38.6:
2
127
141
4.15
72.3
35.7'
126
142
5.34
74.8 i
3.11
58.6
35.31
2
126
142
4.64
72.7
3.12
58.3 !
35.2
2
126 i
141
5.56
64.3
36.6
2
128
140
5.41
72.2
3.02--
58.9
35.9
2
126
139
4.81
69
3.16
591
35.7
2
3690
4171
1-55
2181
591
I
1145'
11271
60
123
139
5
72.7
3 !
- - 60 3
38
2

MAY
20231
SLUDGE REPORT FOR
_
DIG, PRESS, NIT
WASTING A
DATE
D- GALS I
D % S
D- LBS
PR GAL
1
33400
0.0461
12841.43
33039
2
24400
0.0527
10724.24
2233_8
3
23300
0.0486I
9444.049
22505
419300
0.041
6599.442
16044
51
19100
0.0_648
10322. 55
-
6
217000
0�.0517
9356.563
-10387.3
42161
7 �
29100
0.04281
8
27900
0.0506 �
11773.91
356441
91
23200
0.0483
9345.477''
�4682_5
10
24800
0.0485
10031.35I,
33140'
11
2200011
0.0488 18953.824
44795,
12
209000
0.046'
8018.076'
228491
13
24900
0.0448
9303.437
14'
33100
0.0502
13857.91
15 �
28500
0.0488
11599.27
22342
16
264001
0.0522 '
11493.19
77741
17
23400I
0.0461
8996.692
33660
18
27700 !
0.0484
11181.27
44257
19
254001
0.046_4
9829.19
32791
20
_
25700
0.0399
8552.086
21 .
318001r
0.0415
11006.3
221
22900
0.0431
8231.497
231
2 4400
0.05
8506.8
94245
241
18200
0.0486
7376.897I
64765'
25
2_4600
0.0464
9519.61
26 �
28500
0.0391
9269.91
27
_
32900
0.0431
11826.04
28
35300'
0.0453
13336.41
_
29 -
2533
0.0451
43681
30
30400
0.0423
_9516.19_
10724.57
44340
_
31_ :
25700
0.0466
9988.151
47883
TOT
I
800200
1.4577
311-913
825045�
AVG
25812.91
0.0471
10062
41252.3
ND DET TIME FOR 503 REGS
PR LBS 1 RAS Nit Gal Nit Lbs Gal Room
8487 5000, 0.04194 1749 57736.25
6017 6460 0.04342 2339� 71060
5743 67201 0.44163 2333I 71060
4148' 7360 0.04152 2549, 62178
6840 0.04338 2475r 62178
10689 0.03958 88825
0.04023 62178,
9186 5920 { 0.03916 1933 31089
12106' 7400' 0.03844 2372 444133
8568 6980 0.04471, 2603 62178
11282 7760 0.04352 2817 71060
5831 7540, 0.036671 2306 97708
0.03928 - 106590'
0.03654 62178
Det Time AvgTern ,% vol Re D #1 tern
22.5
131
37.1
126
30.2
_
131
43.3
126
31.6
131
47.4
126
38.6i
131
49.4
125
5739 8200 0.04339 2967' 35530
19509 63801 0.054, 2873; 26648
85906940 0.05188 3003 88825,
11221 7940 0.05541 36691 79943
8068 7420 0.05018 31051 106590 _
0.05381 1 115473
0.05831 88825 -
7160 0.0_5158' 3080II 58625'
232721 7000' 0.05007' 2923: 26648t
15898 70401 0.0503. 2953' 106590,
67401 0.04952 2784t 151003
6340, 0.05257 2780 1332381
0.053361 133238
0.04109 _ 66619
10929 0.04704 _ 35530
10243 6720 0.055561 3114 53295
11581 66001 0.05532 3045 _53295
2071081 1524601 1.443' 59772 2310338 906
103551 6930 0.047. 27171 74527 29.
39.0 !
33.1
25.6
27.8
32.9
30.1
33.5
34.0
28.2
22.5
27.1
29.6
30.7
26.3 C
27.6
26.9
22.6
32.7
38.3
38.5
26.7
_ 132
132
133
133
_1331
134
1341
135,
135t
135
135C
135
135
136.
136'
136
135
135
136
138
138
48.5
47.41
50.3
48.4
49.9
49.4
40.8
51.3
50.7
50.7
52
44.91
51.6
23.7
24694
1381
20.5
136 i
21.0
_
134i
30.5
134 !
50.2
24.8
1341
41.4
29.4
- 133':
49.2
.6551
4161
953.9
134.2
47.695
124
124
124
Dig -
Influent
Dig
% 1#
D #2 Tem
°/o Solids'%
Vol Inf_%
-Effluent
Solids
% Vol
CO2 D
1351
4.61
69.6
3.26'
35,
135
5.27
71.4
3.25
_59
58.6
38
136'
4.86
73
_
3.26
58.7
35
138
4.1
73.1
3 35 !
57.9
36
1391
6.48
74.1
35'
1401
5.17
72.5
_
3.1
57.6
35.5
141
428
71.7
39.1
125I 141 5.06 72 3.16 57.5 37
125I
126f -
1261
127 -
127
128
127
128
129
129
129
130
128
127
128
132
131
129''
128
127
127
127
126
3941
127
142
142
142
143
143
142
142
142
142
142
142
142
1431
1421
143'
144!
144
146
143,
141
140
4.83
73.6
3.22
4.85
73.3
3.24
4.88
73.7
3.27
4.6
73.91
2.96
4.48
74.61
5.02
72.2
-
4.88
70.11
3.14
5.22
74'
3.18
4.61
74.41
3.22
- --
4.84
------
-
74
1
-
3.22
-- --
4.64
-- - --
-- ----
73.81
3_15
3.991
74.3
4.15
74.4
-
4.31
73.5;
5
71.9
2.84
4.86
74.51
3.18
4.64 71.8
3.9 71.41
4.31 69.6
58.1
58.6
58.4
58.9
58.1
58.1
58.9
58.4
58.3
58.5
58.6
4.53, 73.9 _
4.51 72.3 3.14 56.5
141
4.23.
71.5
3.13
59.5
140
4.66
72.2
2.99
56.9
4380
146
22561
63
1165
141
5
72.81
3
58.3
37
37
39
37
39.5
40.11
39
40
37
38;
36
38
38,
35.9�
35.9
37.3
36.4-
37.2' - -
37
-- 37
35.51
38
35.9
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1152 62
371 2

JUNE
1 2023
SLUDGE
REPORT FOR
DIG,
PRESS, NIT
WASTING
AND DET
TIME
FOR 503 REGS
DATE
D- GALS
D % S
D- LBS
PR GAL
PR LBS
RAS
Nit Gal
Nit Lbs
Gal Room
Det Time
Avg Tern%
vol Re
D #1 tern
D #2 Tern1
30300
0.0417
10537.67
45006
10998
6900
0.05563
3201
79942.5
24.0
134
47.5
128
141
2
29800
0.0368
9145.978
23759
5687
6140
0.05747
2943
97708
23.8
135
51
128
142
3
37900
0.0478
15108.91
0.07082
0
151003
17.31
138
129
146
4
31900
0.0386
10269.38
0.05728
0
53295
23.71
134
128
140
5
26600
0.0437
9694.583
70572
16335
5700
0.06062
2882
22206
29.51
133
55.8
128
139
6
29100
0.0433
10508.65
79827
17730
5960
0.05955
2960
66619
25.51
135
50.7
129
141
7
25700
0.0454
9730.945
42735
9979
4660
0.05015
1949
115473
26.9
135
49.2
130
141
8
26200
0.0449
9811.009
22401
5138
5220
0.04203
1830
142120
25.4
135
45.5
129
141
9
28200
0.0423
9948.452
1830
0.04029
615
133238
23.9
136
129
142
10
29300
0.0426
10409.82
0.04095
0
106590
23.9
135
129
142
111
32200
0.0413
11091.03
0.03836
0
62178
23.2
135
129
142
12
23600
0.0473
9309.775
71010
15634
4860
0.03068
1244
35530
32.7
135
54.7
128
142
13
21100
0.0468
8235.583
5360
0.02481
1109
79943
34.5
136
128
143
14
22300
0.0519
9652.466
8360
0.02266
1580
62178
33.4
136
128
142
15
17700
0.0494
7292.329
61766
13573
8060
0.02127
1430
40860
43.3
135
54.7
128
142
16
20100
0.0453
7593.82
62566
14036
7600
0.0301
1908
79943
36.2
138
58.7
130
147
17
30200
0.0518
13046.76
0.02695
133238
22.3
138
129
147
18
29100
0.0442
10727.07
0.02239
106590
24.1
137
130
144
19
21100
0.0555
9766.557
22652
5686
6660
0.02057
1143
66619
35.1
137
68.3
129
145
20
23600
0.0591
11632.3
32807
8208
8900
0.02241
16631
71060
31.2
137
26
128
146
21
19500
0.0651
10587.21
44519
115471
8260
0.01997
1376
71060
37.8
136
35.4
128
145
22
25000
0.0606
12635.1
34665
8586
8760
0.01491
1089
88825
28.8
137
38.4
129
145
23
21400
0.0672
11993.59
33047
81031
8300
0.02148
1487
888251
33.6
137
35.1
129
146
24
22100
0.0756
13934.14
0.01491
1154731
31.3
136
127
145
25
20600
0.051
8762.004
0.03405
97708
34.5
136
128
146
26
18900
0.044
6935.544
33938
9029
9100
0.05377
4081
62178
39.5
137
52
128
146
27
22100
0.0469
8644.327
1 9260
0.0454
3506
106590
31.7
137
127
1461.
28
27100
0.0555
12543.78
32979
92691
8320
0.04136
2870
62178
27.5
136
39.2
127
145
29
21100
0.0516
9080.258
1 9340
0.04108
3200
62178
35.3
137
128
146
30
28400
0.042
9947.952
32143
8793
8480
0.05299
3748
53295
26.6
136
50.9
127
146
TOT
762200
1.4792
308577
746392
178332
156030
1.135
478121
2514636
886.748
4082
813.1
3850
4314
AVG
25406.67
0.049
10286
43905.4
10490
7092
0.038
1839
83821
29.55827
136.1
47.8294
128
144
Dig
o Solids
4.17
3.68
4.78
3.86
Influent
% Vol Inf
73.1
73.8
74.2
72.9
Dig
% Solids
3.02
2.91
Effluent
% Vol
58.8
58
%
CO2
36.6
38.2
39
37
#
Dig
2
2
2
2
4.37
75.4
2.91
57.5
38
2
4.33
74.4
2.94
58.9
38
2
4.54
73.6
2.9
58.6
38
2
4.49
72.6
2.9
59.1
36.9
2
4.23
73.1
38
2
4.26
74.7
38.5
2
4.13
75
36.8
2
4.73
76
3.21
58.9
37
2
4.68
75.6
37
2
5.19
74.6
37
2
4.94
76.2
2.87
59.2
38
2
4.53
78
2.9
59.4
37
2
5.18
78.6
37.9
2
4.42
79.6
38.9
2
5.55
80.5
3.23
56.7
38.2
2
5.91
66.6
3.25
59.6
38.4
2
6.51
67.7
3.19
57.5
38
2
6.06
69.4
3.25
58.3
0
2
6.72
67.5
3
57.4
37
2
7.56
70.8
38
2
5.1
69.8
38
2
4.4
73
3.45
56.5
38.9
2
4.69
71
37.5
2
5.55
68.3
3.44
56.7
37.3
2
5.16
67.8
37.3
2
4.2
71.6
3.27
55.3
36.7
2
148
2195
53
986
10931
60
5
73.2
3
58.0
361
2

<
N
n
A
111111111
1
F.
•
�
1
s
�
•
••
!•
`
�■
•
F+
F�
••
f
M
�
s
`
t
i
F
a
■
f
*r
rlf
�
�*
,
e%
a
m
O
m
O

-+
O
CO
OD
-I
O
On
A
W
N
O
CO Cb
V
O
cn
A
W
N
"
O
0 W
v
O
0
A
W
CD
6
Q
��
n
s
c'o C
�I�i�
p
a
d .�
s
tA'
u+
o d p
��; o
ip
1w
O
c
3
Aj
CQ
w
U4
K
L
UNS 1
V '
Q
CD
LA
03
a
w
v
uiLd
tns
NCA w v
G
w
d ui C GG
G�
17-dam
i
.�3�
CD
Ll
G
CD -i
a
LA
,N I:c1 SU (Q
ry —��v!
!=•�
Loi
PCsrN
co
—
(A
oQ
cN
t
o
z
CD
0
0
a
0
2
0
c�
y
S
J
m
N
57
h
rt N
3
(D
CD O
c C
r
0
a

-�
O
CO
O
v
O
CT
� W
N
O CO OD -4 O Cn A
WCD
N
-►
O
Cfl
OD V
O
m
C.0
N
v
NJID
o
V'
v
Q,-,Z,
C
a,
J�
w
3
l
Q
'
I�l0
N
e
�w
a
CAS
CD
�
LA
LA-j
N
t� 40
�W
t S
m
N
a
3
cj-
'
*
W
w
O v
CD
CD
vj
N
]i j
--
I
I
I
, I
N
N
O
w
to
CD
N
A
:2 rr

AaQ\ la\,Rr�t-
City of Asheboro
Department of Water Quality
Fecal Coliform in Sludge
Sample Collection
Sample #
Z,
3
q
Date
3C? 1:1
113
01
1 3
0) I ' C Z.
`Y/ 1
12-3
911 23
Time
11©
14w
IL1210
( 0
o
Location
ued bui
YC J b-i
Cx-�-
t; 1 co .
Analyst
` w
OW-T
D
6UTr
% Solids
Dish Number
j
2
3L4-i
Wt Dish & Wt S
, ' j
�1, Qj�
j, lOQ
12. "15g5
3.
Wt Dish
1, 05-s
1. 1105
U 0 0
1. t� 21
�• O l2
Wt Wet Solids
p
10. S O
L/O
1-L, 1-1 5-
w.OL
• S(o��
Wt Dish & Dry S
(:)LI
3, 1:1( ")
S. IL101
3 -L/b�7
3.
SIL4 O-El
1v959
Wt Dish
. O W>1
0 WS
1. l l c
O O�
11 0 Z I
1 • D
Wt Dry Solids
5
I
2.12
2. 2n-11
2• L(b
2., i3q
Z. 33
% Dry Solids
p,�'�,
Z0 , l
:2©,y'&
Ial.Ql'I,
20. I ?,
1 2
Analyst
504F
I S-OP
50F
Sor'
Fecal Coliform
Date In
b 1 31 i23
`613 123
-11(4 (23
9 1 qrz3
-1 /L//23
`Y/4(/1-3
/y/23
Time In
15Dz
i 22
VUL-"I
12573
t3 i
Analyst In
501P
Sac
S0�7
1c;3C
SpF
So
ml sample
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
# colonies
0.0001
p
O
O
O
O
D
0.0003
O
O
O
0.001
0
C
O
(9
6b ')`
0.003
V
0
760
Rule used forcalculation
!J 3
qj6 ; j
j
`'��S J
5� BCD
��s �� 3lzoifr
Fecal Coliform/
gram Dry Sludge
11�
/-7 7/7- `f'"
Date Out
91 l 12
f l /2 3
9 's
`'7 5 23
9 /5-/23
`i/ S/2
Time Out
l 2b~
+ZZS
122`t
k2211
I2 a
Analyst out
gDF
soF
�c�
Sclr
�
S�Yr
r,�9/sr
Coliform Colonies/gram = Coliform colonies counted X 100 ��
ml X %2/
Dry S�olid�'/
Geometric Mean
'� d�Jo`t-t' cfu/g `311 �S3

.a
m.
v
o
3
°'
a)
m
d
O
S
.•.
H
O
v
Q
_v,
S
v,
S
v,
S
v,
S
o
z
C
N
•►
rr
'
CL
°
CLSA
°va
O
Q.
°`°.
O
Ln
O
CL
V
CL
VY
�Sy
--
cp
)
cn
UCPl
0.0
w
N
cv
ca
N
s-
0
v
v�
0
_.
CL
0
CL
m
cao
.ML

JULY 1 2023
SLUDGE REPORT FOR DIG, PRESS, NIT WASTING AND DET TIME FOR
503 REGS
Dig
Influent
Dig
Effluent
%
#
DATE
D- GALS
D % S
D- LBS
PR GAL
PR LBS
RAS
Nit Gal
Nit Lbs
Gal Room
Det Time
Avg Tern
% vol Re
D #1 tern
D #2 Tern
% Solids
% Vol Inf
% Solids
% Vol
CO2
Dig
1
32700
0.0514
14017.71
56123
14697
0.04165
44412.5
23.3
136
43.4
127
145
5.14
69.4
3.19
56.2
37
2
2
37300
0.0517
16082.94
23004
5947
0.03683
62178
20.0
136
39.5
127
145
5.17
68.3
3.27
56.6
38
2
3
33900
0.0365
10319.5
21062
5797
7740
0.04681
3022
53295
22.3
137
44.1
130
144
3.65
69.4
3.22
55.9
38.9
2
4
32500
0.0405
10977.53
H
0.04569
39083
23.7
137
130
143
4.05
69.4
36.2
2
5
27500
0.0463
10618.91
42543
11815
6280
0.02866
1501
3553
29.2
137
38.1
130
144
4.63
67.8
3.27
56.6
36.4
2
6
23800
0.0557
11056
98280
25031
8420
0.0018
126
71060
31.0
138
36.3
131
144
5.57
67.1
3.29
56.5
38.9
2
7
22600
0.0493
9292.261
34808
8622
8120
0.00002
1
133238
29.8
139
39.1
132
145
4.93
70.7
3.19
59.5
37.9
2
8
20500
0.0496
8480.112
0.00002
133238
32.9
138
131
145
4.96
69.5
38.8
2
9
16300
0.079
10739.42
0.00001
115473
42.5
137
130
145
7.9
581
37
2
10
12600
0.0754
7923.334
34011
8907
7300
0.00002
1
71060
58.5
138
9.33
129
147
7.54
58.2
3.38
55.8
39
2
11
15000
0.064
8006.4
44118
11664
0080
0.00002
1
88825
47.9
139
35.6
129
148
6.4
66.3
3.36
55.9
38
21
121
14300
0.0677
8074.037
7240
0.00004
2
124355
47.8
139
129
149
6.77
70.9
38
2
13
14100
0.059
6938.046
22335
5924
8120
0.00003
2
106590
49.7
140
51.2
129
150
5.9
71.2
3.33
54.7
37
2
14
13900
0.0487
5645.596
23063
5905
8480
0.00003
2
115473
49.8
140
59
128
151
4.87
75.4
3.25
55.7
38
2
15
14500
0.0498
6022.314
0.00004
129685
_
46.8
140
128
152
4.98
75.4
42.1
2
16
16100
0.0502
6740.555
0.00006
106590
43.6
140
129
152
5.02
74.7
40
2
17
12400
0.0643
6649.649
22977
6132
7520
0.00003
2
2018
88825
106590
58.0
53.5
140
141
59.5
129
128
152
153
6.43
5.32
74.5
74.6
3.38
54.2
411
47
2
2
18
13100
0.0532
5812.313
_
7720
0.03134
19
16600
0.0528
7309.843
23393
5872
7380
0.03828
2356
106590
42.2
140
62.7
128
152
5.28
77.4
3.33
56.1
49
2
20
15500
0.0521
6734.967
23172
5875
8100
0.03709
2506
106590
45.2
139
57.2
128
150
5.21
74.6
3.32
55.7
48
2
21
13200
0.0501
5515.409
23543
5733
7560
0.04459
2811
106590
53.1
138
58.5
128
148
5.01
74.21
3.16
54.4
37
2
22
17000
0.0449
6365.922
_
0.04871
106590
41.3
136
127
145
4.49
73.51
39.2
2
23
23300
0.0342
6645.812
0.04367
97708
30.5
136
127
145
3.42
72.5
35.2
2
24
26700
0.0496
11044.83
33890
8197
7360
0.0391
2400
58625
28.1
136
56.7
127
145
4.96
74
3.14
55.2
42
2
25
23300
0.0524
10182.47
22504
56121
7060
0.029
1708
71060
31.6
136
61.9
127
145
5.24
76.3
3.19
55.1
40
2
26
23000
0.056
10741.92
46866
11649
6900
0.00003
2
74613
31.9
137
58
127
146
5.6
74.8
3.16
55.5
37
2
27
15800
0.0564
7431.941
58134
14478
8400
0.00003
2
97708
44.9
136
64.1
128
145
5.64
77.8
3.28
55.7
35
2
28
14700
0.0576
7061.645
8400
0.00004
3
142120
45.3
137
129
145
5.76
79.3
33
_ 2
29
14100
0.0448
5268.211
_
0.00002
133238
47.8
136
128
145
4.48
76.2
32
2
30
15800
0.0535
7049.802
0.00003
106590
44.4
136
128
145
5.35
76.2
34
2
31
12300
0.049
5026.518
7160
0.00004
2
97708
57.7
136
127
145
4.9
77.9
38.6
2
TOT
604400
1.6457
259776
653826
167856
152340
0.514
18469
2899248
1254.371E4272
874.23
3989
4555
165
2236
59
1005
1199
62
AVG
19496.77
0.053
8380
36323.71
9325.3
7617
0.017
923
93524
40.4635937.8.
48.5683
129
147
5
72.1
3
55.9
39
2

fi
AUGUSTJ 2023
SLUDGE REPORT FOR DIG, PRESS, NIT WASTING AND
DET TIME
FOR 503 REGS
Dig
Influent
Dig
Effluent
%
#
DATE
D- GALS D % S D- LBS
PR GAL
JPR LBS
RAS
Nit Gal
Nit Lbs
Gal Room
Det Time
Avg Tern
% vol Re
D #1 tern
D #2 Tern
% Solids
% Vol Inf
% Solids
% Vol
CO2
IDig
1
14500 0.0584 7062.312
21585
5743
7120
0.00003
2
88825
49.6
136
66
126
145
5.84
78.8
3.21
55.8
38.8
2
2
17300 0.0489 7055.39
32905
8315
- 8440
0.00028
20
97708
41.0
136
53.8
127
145
4.89
73.9
3.14
56.7
38.8
2
3
14800 0.0545 6727.044
9320
0.00003
2
115473
46.8
135
126
145
5.45
74.7
36
2
_
4
14800 0.0496 6122.227
9760
0.00004
3
93266
48.3
_
135
125
145
4.96
76.2
34.7
2
5
15200 0.0246 3118.493
0.00003
84384
47.6
134
124
145
2.46
73.8
36
2
6
14900 0.0583 7244.708
0.00003
62178
50.0
134
124
144
5.83
77.6
38
2
7
15500 0.0677 8751.579
35250
8614
5660
0.00004
2
44413
49.3
134
54.4
124
145
6.77
74.7
3.13
57.4
36.7
2
8
21800 0.0604 10981.44
87001
0.03006
2181
62178
34.2
134
123
145
6.04
71.2
35.7
2
9
23900 0.0382 7614.253
18706
4509
8440
0.04371
3077
58625
31.3
134
45.4
124
145
3.82
71.4
3.13
57.7
37.7
2
10
27300 0.0427 9722.021
50362
12097
8380
0.0432
3019
35530
28.3
134
48.8
124
145
4.27
72.8
3.13
57.8
32.2
2
11
27300 0.0423 9630.949
50747
12612
8520
0.04797
3409
62178
27.3
135
125
145
4.23
74.7
3.03
58.1
36.6
2
12
28700 0.0455 10890.79
0.04483
79943
25.4
136
127
145
4.55
76.2
38
2
13
26300 0.0467 10243.27
0.04349
62178
28.4
136
126
145
4.67
76.1
37
2
_ 14
15
29200 0.0446 10861.35
46792
_
11044
7900
0.04291
2827
26648
26.8
135
57.7
126
144
4.46
76.2
3.16
57.5
38
2
24400 0.0466 9482.914
47864
11497
7240
0.04584
2768
44413
31.3
137
50.7
128
145
4.66
74.5
3.23
59
37
2
16
21800 0.0453 8236.084
35642
8799
7480
0.03883
2422
71060
33.8
137
48
129
144
4.53
73.6
3.21
59.2
37
2
_
17
17200 0.0478 6856.814
45327
10887
6740
0.05329
2996
79943
42.3
136
50.5
128
144
4.78
74.1
3.05
58.6
37
2
18
21400 0.045 8031.42
24773
5971
6000
0.04286
0.04788
2145
111031
115473
32.6
32.2
_ 137
137
46.5
129
128
144
145
4.5
7.4
73.4
82.7
3.16
59.6
36
36.9
2
2
19
21500 0.074 13268.94
20
27900 0.0453 10540.68
0.047
79943
26.1
136
128
144
4.53
72.9
36.1
2
21
32800 0.0455 12446.62
24060
5598
5760
0.0388
1864
53295
23.0
136
47.4
128
144
4.55
73.3
3.05
59.1
37
2
22
34700 0.05 14469.9
44921
10827
6800
0.04084
2316
58625
21.6
137
42.9
129
144
5
71.11
3.09
58.4
36
2
23
30500 0.0438 11141.41
45047
_
11083
6180
0.03808
1963
71060
24.2
136
44.4
129
144
4.38
72.8
3.06
59.8
36
2
24
32300 0.0489 13172.78
32202
7896
5520
0.04991
2298
88825
22.3
137
44.2
130
143
4.89
72.9
3.12
60
36
2
25
297001 0.0562 13920.63
43593
10543
7920
0.00482
318
79943
24.5
137
36.4
131
142
5.62
69.7
3.08
59.4
36
2
26
30800 0.0578 14847.2
_
0.00004
84384
23.5
137
131
143
5.78
67.5
37
2
27
27600 0.0577 13281.62
0.00003
57736
27.2
137
132
143
5.77
68.8
37.6
2
28
26300 0.0633 13884.35
117574
28944
7820
0.00053
35
17765
30.0
137
27.1
131
142
6.33
67.2
3.18
59.9
36
2
29
18800 0.0529 8294.297
134299
33413
9260
0.00003
2
115473
36.8
136
33.5
131
142
5.29
69.3
3.27
60
36
2
30
20500 0.0478 8172.366
85886
22348
9300
0.00004
3
213180
29.0
136
34.2
131
142
4.78
69.5
3.23
60
36
2
31
16000 0.0544 7259.136
85628
28820
8280
0.00003
2
293123
32.2
131
62.3
121
140
5.44
72
4.96
49.2
37
2
_
TOT
725700 1.5647 303333
1023163
259559
176540
0.746
33673
2608790
1026.709
4202
894.2
3944
4461
_ 156
2274
65
1163
1135
62
_
AVG 23409.68 0.050 9785
51158.2
12978
7676
0.024
1464
84155
33.11965
135.E
47.063
127
144
5
73.3
3
58.2
37
2

SEPT
2023
SLUDGE REPORT
FOR DIG, PRESS, NIT WASTING
AND DET TIME
FOR 503
BEGS
DATE D- GALS
D % S
D- LBS PR GAL
PR LBS RAS
Nit Gal Nit
Lbs
1
18000
0.0579
8691.948,
48998
24566
8580
0.00003
2
2
18800
0.052.
81 33.184
0.000041
3
20200
0.0528
8895.11
0.0 00 04__
4'
17200I
0.0514
7373.227
H
0.00003
5
16300
0.0503
6837.883
43362
16165
_
8140,
0.01383
939
6
18300
0_.0538
8211.064I
34550
210061
9480
0.02314
1830
7
18700
0.035 5598.8-92
43818
11804
7820
0.04003
2611
8
18500.
0.0444
6850.476
42687
10289
6540
0.03064
1671
91
19800
0.0537
8867.588
0.02783
101
19100
0.0526
8378.864
0.02465
11
14400'
0.0508;
6100.877
44274
61184
7780
0.018 33
1228
19100
0.0543318649.664
43807
40846
7_900
0.02482
1635
- _12
13�
1880-0
0.0529'
8294.297
5380
0.023441
1052
14I
208001
0.0616'
10685.88
38696
13877
6920
0.02899
1673
15 f
199 00
0.052
8630.232
37561
10839'
6920,
0.03511
2026
16
19000!
0.046
7289.16
0.02279'
17
28600
0.0503
11997.76
0.01968
_ 18
29700
0.0522
12929.84
20961
5944
8080
0.0212
1429
19
24200
0.048.
9687.744I
48050
13705
6720
0.02269
1272
20
23500
0.0482
9446.718
38794
10515�
6880
0.02119
1216
21'
20200
0.0412
6940.882
29340
_
8563
7440
0.0162
1005
22
19100I
0.0375
5973.525
18435
5_243
6040
0.00003
2
_ 2_3
201001
0.0439
7359.133
0.00002
24
21100
0.0461
8112.401
0.00002
25
16500 f
0.0511
7031.871
72636�
-
196601
7920
0.00002
1
26,
185001
0.0498
7683.642
29553;
7936
6480
0.00291
157
27
193001
0.05 11
8064. 996
30098
823_3
7240
0.00005
3
28
19000
0.0581
9206.526
30880
8112
6420
0.00004,
2
_
29
16900
0.0604
8513.138
42125
1 11523
8500
0.00003
2
30
18500
0.0513
7915_077
0.000041
T0T_ L 592100 1.5106'_ 248371 738625 310011 147180
AVG _19736.67 0.0501 8279 38875 16316.4' 7359
Gal Room
37306
39083
38194
36418
35530
FP�SIr W
0
06
5
_
39083
40859
444125
426360
408595
435243
417478
399713
408595
439684
417478
390830
FP�SIr W
Dig
Det Time Avg Tern% vol Re D #1 tern D #2 Tern- % Solids
5 24.2 135 59.3 130 140' 5.79
0 22.2 139, 139 5.2
8 21.1 139 1391 5.28'i
3 25.8I 139 139 5.14�
373
27.8 140 54.7 1401 5.03
_23.8 140 75.3 138 __ 141 5.381
0 22.3 136 59.5 130 1421 3.59
5 21.6 136 59.5 131 141 4.44
18.4 131 131 5.37
20.0 131 1_3_1 5.261
27.7 132 87 132 5.08
19.5 134 81.5 134 5.43
20.8 134 , 134 5.2_9
19.6 134; 54.9 134 6.16
20.1 133 39 1331 5.21
19.4 133 133 4.6I
13.6' 132 _ 132 5.03
14.0 131; 43.5 131 5.22
16.9 130 43.8 130I 4.8
4UOOUD 17.0 130 50.1 130 4.82
426360 18.9 131 39 __ 131 4.12
435243 19.51 131 40.9 _ 131 3.75
435243 18.5 1__ 130 130' 4.39
417478 18.5' 131 - 1311 4.61
394383 25.1 L 131 43.1 131 5.11
453008 19.2 1321 44.4' 132 4.98
_ _ _ _ 461890 _ 17.9 132 42.5 132 5.01
470773 17.7 132 45.4 132 5.81
488538r 18.9 _ 132 56.1 132, 6.041
5240681 15.3 132 132 5.13
0.418 19756 22541202' 605.126 4001 1019.5 3428; 1120
0.0141 988 418040 20.17087 133.4 53.6579 132 140
Influent Dig Effluent_ % #
% Vol Inf % Solids % Vol CO2 Dig
73.1 5.64 52.5 37 2
71.4 38 2
72.4 39 2
70.6' 38.3 2
74.3' 4.68' 56.7 38.2 2
76.7 7.94' 44.8; 38.41 2
78.4 3.55 59.5 38.7 2
74.4 3.55 59.5 37.7 2
76.1 37 2
70.8 38 _ 2
73.3, 16.2 26.3' 38.1 2
75.7 6.06 36.6' 38.8 2
71.1 38.3 2
_74 3.85 56.2 38 2
7211 3.46 61.2 37.7 2
71.7, - 38 2
72.71 38 2
73.8 3.57 61.4 38 2
73.8 3.51 61.3 38 2
75.2 3.73 60.2 39 2
73.3 3.58 62.6 39 2
73.9 3.65 ! 62.6 38 2
74.9 _ 37.1 2
74.2 _ 37.6 , 2
74.3 3.51 62.2 38 2
- 74.2 3.47' 61.5 39 2
_74.1 3.45 62.2 _ 38 2
75.4 ! 3.48 62.6 39t 2
78.5 3.39 61.6 38 _ 2
77.7! 39.2 2
151 2222L 90 1072 1145 601
5 74.1. 5 56.4 38 2
4UOOUD 17.0 130 50.1 130 4.82
426360 18.9 131 39 __ 131 4.12
435243 19.51 131 40.9 _ 131 3.75
435243 18.5 1__ 130 130' 4.39
417478 18.5' 131 - 1311 4.61
394383 25.1 L 131 43.1 131 5.11
453008 19.2 1321 44.4' 132 4.98
_ _ _ _ 461890 _ 17.9 132 42.5 132 5.01
470773 17.7 132 45.4 132 5.81
488538r 18.9 _ 132 56.1 132, 6.041
5240681 15.3 132 132 5.13
0.418 19756 22541202' 605.126 4001 1019.5 3428; 1120
0.0141 988 418040 20.17087 133.4 53.6579 132 140
Influent Dig Effluent_ % #
% Vol Inf % Solids % Vol CO2 Dig
73.1 5.64 52.5 37 2
71.4 38 2
72.4 39 2
70.6' 38.3 2
74.3' 4.68' 56.7 38.2 2
76.7 7.94' 44.8; 38.41 2
78.4 3.55 59.5 38.7 2
74.4 3.55 59.5 37.7 2
76.1 37 2
70.8 38 _ 2
73.3, 16.2 26.3' 38.1 2
75.7 6.06 36.6' 38.8 2
71.1 38.3 2
_74 3.85 56.2 38 2
7211 3.46 61.2 37.7 2
71.7, - 38 2
72.71 38 2
73.8 3.57 61.4 38 2
73.8 3.51 61.3 38 2
75.2 3.73 60.2 39 2
73.3 3.58 62.6 39 2
73.9 3.65 ! 62.6 38 2
74.9 _ 37.1 2
74.2 _ 37.6 , 2
74.3 3.51 62.2 38 2
- 74.2 3.47' 61.5 39 2
_74.1 3.45 62.2 _ 38 2
75.4 ! 3.48 62.6 39t 2
78.5 3.39 61.6 38 _ 2
77.7! 39.2 2
151 2222L 90 1072 1145 601
5 74.1. 5 56.4 38 2
0.418 19756 22541202' 605.126 4001 1019.5 3428; 1120
0.0141 988 418040 20.17087 133.4 53.6579 132 140
Influent Dig Effluent_ % #
% Vol Inf % Solids % Vol CO2 Dig
73.1 5.64 52.5 37 2
71.4 38 2
72.4 39 2
70.6' 38.3 2
74.3' 4.68' 56.7 38.2 2
76.7 7.94' 44.8; 38.41 2
78.4 3.55 59.5 38.7 2
74.4 3.55 59.5 37.7 2
76.1 37 2
70.8 38 _ 2
73.3, 16.2 26.3' 38.1 2
75.7 6.06 36.6' 38.8 2
71.1 38.3 2
_74 3.85 56.2 38 2
7211 3.46 61.2 37.7 2
71.7, - 38 2
72.71 38 2
73.8 3.57 61.4 38 2
73.8 3.51 61.3 38 2
75.2 3.73 60.2 39 2
73.3 3.58 62.6 39 2
73.9 3.65 ! 62.6 38 2
74.9 _ 37.1 2
74.2 _ 37.6 , 2
74.3 3.51 62.2 38 2
- 74.2 3.47' 61.5 39 2
_74.1 3.45 62.2 _ 38 2
75.4 ! 3.48 62.6 39t 2
78.5 3.39 61.6 38 _ 2
77.7! 39.2 2
151 2222L 90 1072 1145 601
5 74.1. 5 56.4 38 2
151 2222L 90 1072 1145 601
5 74.1. 5 56.4 38 2

N qT
C .rl
0 o0
= N
a in
O 0
C
o
� oc
m�
p� x
w
O a
W c C a
'_ f0
co R
IZ
O a °v
7
4)
s
w3
v
o�
>
N,
a
to
C'
♦
r'
I
!+I
tit
`*
1
m�N
,a
��490
N
4ti
a0 a
nr
9
.1
M
4
N
V)
>0 /
1
°
►'
r
r —
Js
u
.
s
r
�
�y
�
Ln
m
9
�y
>
X
m
>-0
c
1
-
tko
r
1
N >
>
kn
cn
�
a
4�
cm
o
0
0
a
s
-
a
o
_
c
ri
H
h
Cl
H
H
H
H
H
H
N
y
1�if a
0
H
0
H
0
Cl
H
o=
tin
0
h v
4
h
0
H ,
4
N
H
O
H
O
C
h
>. r
0
0
0
0
C)
D
O
�'
o a
>•
0
0
°i
> o
7�
O
f0
❑ ��������
,..
...
3�3a�Q
+.,
,..
fa
H +.
o3�33:
+.
+
�
a., a..
3:
O
a:
..
3�3ao-Q
...
c�
+
o
�.,
, . +.
*
�a�Q

F. `r
M
N
Cl
N
U)
lu
41
IJ
aL
o1
tu
1X
C
-C
N
�
S
~
�,,�
�-1
M.
M
(�
`
i 0
'�
M
vo
nr1
.y
t�
�. si
rn
�"\
c 9
rl ►n M
�
M
M
NJ
l/j
M
V)
M
(r
►-�r7
c
I
x,
°'
O
O
!'�
M
(v�
i
Q
t�
�,(�
M
t,�i�
� M6 p -
�:
I
r., ; [`� O
r r
a
ez
Cli
rc
`i,
N
T11
ez
<7 2CD
s
J�
t�r� �S�I
M
rn
i
'ter' j
�?
N
c`� : c9' c
Cc
-
77- 7:�-
O
_
73-
I
P in,
1�CL"/,
r
(�
CV)
�,
�% `
.9 in
M
o sZ -9'
��
�r-�s---
�
�•--o
��
o :�a©- � of
v � �� ��� �� tJ
a�
QN
M
"t
to
0
co
O i O �-
N
M
In
O
I` CO O O N CO q- LO CO
i
I,- CO O O i �

rie
E
M
N
O
N
i
H
a
i=
(qNIrx
Ci
c
p)
(n
'n
CO
N
I �
,
N
If
N
CL
E
H
��
M
�,J
rt�
(6
N
M d
l7
(D
1�
c0
O)
O
N
M
�
LO
co
�
�-
c0
O
O
04
N
N
N
M
N
14,
N
0
N
(D ti co O O r-
N N N N M M

City of A !boro
rk•: 7-),l
Department of Water Quality
Fecal Coliform in Sludge
Sample Collection
Sample #
Date
-2.23
I I -Z'
1 -1,
Time
3J�
IZ(©
1 3(�5
I
Location
1z
rl Yrl
v
Analyst
Q2L
1 44<0 j
% Solids
Dish Number
Z
C�
Wt Dish & Wt S
.2<o?caD
14, 2-�3
1 4-.$5 3
.S
23L
L
Wt Dish
I.0 2-�
1•61(5-
I.DDS
1.00,6D,
1.013S
0(io
1.
Wt Wet Solids
15 .ZZ
13 .ce ((o
1 ' $
I .0.J
i Cl • �� t3
Wt Dish & Dry S
, Z(o u 5
3•,
G i
15. 03 OZ
• 3Z3
4-
WtDish
(.0124b
1.011!�5
i•p 9
I.0090
1,0(
009 C
Wt Dry Solids
15*
S.oO(oZ
3.0.5 a?,
�-o
-3.30.1
3 35 .
% Dry Solids
ZI .-3
Zi •7 01.
ZZ• 3°�
Z°�,
7�D •2°lo
zt .Co `��
Analyst
Fecal Coliform
Date In
-2 Z3
11 2-Z3
Cf Z.- Z3
tI -Z•Z3
11.223
1) 2 S3
1) -23
Time In
(50
)1
I�5
1
1
Analyst In
ml sample
lonies
lonies
4 colonies
# colonies
# colonies
colonies
colonies
0.0001
0.0003
0.001
01
0.003
Rule used for calculation
21,
3it
zr
Fecal Coliform/
gram Dry Sludge
097
I
41014.7
1
J (3 �
j ©1 �
4 (1 �5
� 1 Z�
i052
Date Out
11.3 {23
1 l • 3 -73
)1.3 •Z3
l (. 3• Z3
1.3-
Time Out
1
) 50
u5O
450
1 L4 51)
50
Analyst out
Coliform Colonies/gram = Coliform colonies counted X 100
ml X % Dry Solids
Geometric Mean < (otoi cfu/g

O
1-01
08
vkI
t/
•
of
25
O
•I l
ai
��
•T!
O
• A
•I I
^
va
INR
�C
i
Y
v
In
�
W
L
_r
L
N
•
I
G
L
�+
fA
3
z
LAILA
o
c
4)
N
H
c
�•
o
•�
a
w
c
a
c
In
3
3
3
3
3
3
3
0

Now - hz.,,b-;,-� �"
City of A boro
Department of Water Quality
Fecal Coliform in Sludge
Sample Collection
Sample #,17
Date
Z
Z -•2"
�5 .,2
I a •5 •a3
. Zo •
Time
1\31
1133
1134
Or
tjo
Location
e-..
Ze. S; _6
s _ &k
Lf-4-5;ou- -
1
5 r2 F/01
Analyst
% Solids
Dish Number
a.
34
LIP
WtDish &WtS
15.5
,g .z
1?•q
%A1,5N
•101 S
Wt Dish
0-1ICA
I t.o g 4
1,0134.0
1 I
Wt Wet Solids
ri.41 14 3
VI - X52_
2q Z
1-1. 353Z
10 45? 1
114, 12,72-1
Wt Dish & Dry S
4 , 0
7
7
a. LP
a. (o5LA
3. 15couo
Wt Dish
1. 0 gR
l 6170 Lf
1. 0 ;3c ►
.. blO q
1.0134
1. 0 l l
Wt Dry Solids
3,aP
a.�lllz
3
, 1
,i8.
•9
.�• 5-S
%Dry Solids
25
(-1,
?,
�g,�-}Z
11
ig.
Analyst
11S
S
aiF
'D \
`1 LA.
s
Fecal Coliform
Date In
10.
5 0-1
I •23
Time In
f'39
I L4 t
ICA IF)
LF253
i
Analyst In
ml sample
Vcolonies
# colonies
# colonies
# colonies
# colonies
#co'on ies
# colonies
0.0001
L??
g5 'Yf
`(0
iro
0.0003
7 W
7
0.001
7(QO
7-tttfZr
%
7 &- 0
�(0L,?
0.003
% (DO
-7(X
% CR
7 �P 0
7 COO
l
Rule used for calculation
a-
1
a_
a_
:lid
Fecal Coliform/
gram Dry Sludge
32
3l3SZCn u 1
1�(�Co L-(
5'(�c of
01IoZ, IlP3
(p�,Z-la
(Ocl� bkb Q
Date out
. a 3
(a 5• 3
I i.a •
2
Z Z 23
�Z•
Time Out
W)o
k � a>0
Ll
la q 12
Analyst out
SoF
`
Coliform Colonies/gram = Coliform colonies counted X 1W \J
ml X % Dry Solids
Geometric Mean 1 Z3�1a1 a cfu/g
Si

OCTOBER 2023 1_L _ 1 - _ _
SLUDGE REPORT FOR DIG, PRESS, NIT WASTING AND DET TIME FOR 503 R_EGS j f_Dig Influent Dig €Effluent % _ #
DATE ;D- GALS D % S D- LBS 1PR GAL PR LBS RAS 1Nit Gal Nit Lbs IGaI Room Det Time Avg Tem j% vol Re D #1 tem D #2 Tem % Solids % Vol Inf % Solids,:% Vol CO2 ,Dig
-,--- - -- _- -- - - -
1 _15300 0.0535 6826.707 0.00003' 497420 203- 133 133 I 5.35 77.7 39.4� 1
_ 2 _ 19200 0.0515_ 8246.592. _ 6680' 0.00003 2 470773 17.6 � 133 133 5.15 74.9 _ 39 1
--- -
3 15200; 0.0542 6870.826 30953� 8622 - 5380' 0.00003 _ 1 461890 22.8 134 45.7 134 5.42 76.2 3.54 63.5 39 1
4 176001 0.052 7632.768 61634 16936 5600 0.00003 1 479655' 18.6 134 45.4, 134 5.2 76.1 3.54 63.5 39 1
-- ---------- - - - - --- - --- 1.. - - -----! i- 1
5 17800' 0.0494! 7333.529 31356 I 8447, 1700 0.00376r 531 515185 _ 16.4 1351 37.8 135 4.94 73.9 3.55 63.8 39,
- - 6 16500 0.0545. 7499.745 20516 55781 3280 0.00003! _ 1 550715 _ 15.6 1351 49 135 -5.45 77.4 3.45 63.6� 39�-1
71 __17700 0.05_18 7646.612. 0.000041 541833 15.0' 13_3 133 _ 5.18 77.1 - 40-.-- 1
8 13700 0.0556 6352.745 0.00003 _ 5329501 _ 20.1 134 134' _ 5.56 76.3 _ 40 1
9 15700 0.0529 6926.62 _ _ 4740 0.00003 1 524068 18.1 135 135� 5.29 82 39.7 - 1
10 _ 14500 0.0583 70502191 j 7800 i 0.00002 1 515185 20.2 135 _ 135 5.83 79.1 40 1
_11 15300 0.0552 7043.631 7940 0000021 1 488538 20.9 136 - 136 - _ 5.52 _ 77.8 39.2 _1
12 . 11900 0.0522 ! 5180.641 - 9520 0.00002 2 -_ 470773 - 28.3 -_ 136 _ 136 _ 5.22 77.6 _ 38.7 1
13' _ 16000 005491 7325.856 _ _8020 0.00002 _ 1; 461890� 21.6. _136 _ 136 �_ 5.49 _ 79.1 38.7' 1
_ 14 _ 17900 0.0574 8569.016 _ I 0.00003 I 453008 19.8 135 _ _ 135 I _� _ 39
15 _18500 0.0622 9596.838 _ - - _- --__ - _ -- _ _ _--15.74 78.6 1
- -- - -t
.00004 _ 435243 2_0.1 142 1421 6.22 73.6 I 38
01
16 11200 0.065 6071.52 89201 0.00004 3'1 408595 35.6 133 1 1331 _ 6.5 72.8 1 38.71 1
--- __ __ . _ - ---- --- ---+-- _ 6.33 78.9 _ _39.8 _1
17 13400 0.0633 7074.155_ _9620i 0.00003 2 399713 30.5 134 r 1341
_ 18 137001 6 0594 6786.925 _ _ - _ 7400 0.00004 2 _ 390830 30.4 -__134 _134 - 5.94 81.4 I 39 6 -1
19 11900t 0.0646 6411.2921 - 1 8320 0.01335 _ 926. 377506 - _3_6.2 129 13 124 6.46 82.1 - 398 2
20 16800 0.03 44'1 4959.9651 8340 0.04158 2892_ 390830 24.8` 129 134� 124 - 3.54 78.5 _ - 40 2
211 - 18900 0.0434 6840.968 _ 0.045621 _ 373065 23.0 ! _130 ___135, 125 4.34 79.2 J _ 39 2
2 57736 38.9 131 135 127 4.681 79.71 38.5 ; 2
__ 22 -19300 0.0468 _7533.022 _ _ 0.0539 � _� _ - r -
23 20700 0.0434 7492.4891 83601 0.03946, 2751 332206 23.0 133 _ 133 1321 4.341 79.9� _ # 381 2
-. -- 1 13 -
- -- - -- ----T- ___ - -; - 79.1 j
�,. _T- _- - - - - - -
24 19200 0.0453 7253.798 8840, 0.04609 3398 319770 25.4 130 _ I 132 _ 1_29 4.53
25' 18900 0.04531 7140.458, 9300' 0.03837 2976 302005 26.8, 130 1 1 131 130 4.53 ; 79.5 j 38' 2
222t 14300 0.0442 5271.381 5220 _ 1358 7720 i 0.00949 _ 611 284240 36.61 1331 _39.7 131 _ 135, 4.421 75.41 __3.33 64.9 38 2
+- f 37 2
27- 24900' 0.0505 10487.13 71001 0.04898 2900 275358, 21.41 136 _ 132 1401 5.051 77.2r _ _
28 37800 0.0453 14280.92 _ _ _ ___�4602' 239828 15.0' 137 131 143 4.53- 75A 37 2
13�i
37200 01.0466 14457.56 ! fi 0.03934 2042981 16.2 136 129 144 4.66 74.6 36.9 j 2
=-1= - _-�_ 1 �- _ - __ - 2
21600 0. 4457 8232.581 7940' 0.05148 _3409 195415, 28.4 135j 128 141 4.5776.7 38 25800 0.0406 8735.983 6900 0.05559 3199 168768 24.8 134 128 141 4.06 - 77.7 _ _ 38 2
TOT 1 568400 1.6004 239132 149679 _J 40941' 159420 0.534 231361 121192831 732.34 4151 217.6_ 4140 1734 160 _ 24061 17 319_ 1202 44
�- - 1
AVG 18335.48 0.052 7714 29935.8 ! 8188.1. 7246 0.017 1052t 390945 23.6239 133.9 43.521 134 133 5 77.61 3 63.9 39

r� (0"�
NOVEMBO
20231
DIG, PRESS,
D % S
0.052
0.0402
0.0488
0.0474
1
NIT
D- LBS
11362.42
7074.155
8546.832
6483.182
1
WASTING
PR GAL
20881
1
AND
1
DET TIME
PR LBS
5120
1
FOR
RAS
7740
6960
6640
1
503 REGS
Nit Gal
0.04844
0.03145
0.000041
0.00003
Nit Lbs
3127
1826
2
1
Gal Room
124355
115473
115473
88825
Det Time
26.1
32.8
33.0
43.8
Avg Tem
132
132
131
130
% vol Re
47.2
_
55.4
57.1
D #1 tem
129
128
127
127
D #2 Tem
135
136
135
134
Dig
% Solids
5.2
4.02
4.88
4.74
Influent
% Vol Inf
78.8
76.8
77.1
81.2
Dig
% Solids
3.09
EfFluen:%
% Vol
64
1
I CO2
37
39
39
38.8
#
Dig
2
2
2
SLUDGE
REPORT FOR
D- GALS
DATE
1
26200
2
21100
210001
16400
3
4
2
5
21400
13300
14100
0.0468
0.0469
0.062
8352.677
5202.2421
7290.828
52880
21144
12726
5026
6720
7260
0.00004
0.00003
0.00003
2
2
71060
53295
97708
34.4
56.7
50.4
130
131
130
124 135
124. 137
124 , 137
4.68
4.69
6.2
80.8
79.8
80.3
3.09
3.07
37.6
63.81 35
63.6 35
63.1 35
63.2 35
63.8 36
36
37
63.3 36.8
63.9 36.1
62.7 37.5
63.6 37.32
36.4
37
37
63.4 36.9
63.7 37.1
63.4 36.6
2
2
2
6
7
8
9
16500
10900
0.0556
0.0458
7651.116
4163.495
10396
11002
22700
5078
44333
56931
10278
30365
2454
2569
5490
1228
10039
13517
2426
6838
6320
4624
8880
7980
7120
8080
9680
8620
8300
8880
7380
8700
8340
0.00004
0.00003
0.00003
0.00004
0.00003
0.00004
0.00004
0.00003
0.00168
0.03181
0.054
0.04281
0.04227
0.04084
0.03611
3
2
2
3
3
2
116
2356
2602
2963
2512
106590
106590
97708
111031
71060
97708
88825
88825
124355
133238
124355
115473
71060
71060
79943
42.5
64.3
43.8
36.1
42.1
35.9
49.61
44.7
40.2
40.2
33.2
40.7
32.3
27.7
25.0
132
132
132
131
131
131
130
131
130
131
131
130
124
129
129
53.7
45.5
37.1
50.2
54.9
60
47.2
57.5
53.4
43.5
124
123
123
123
123
123
122
122
122
122
122
122
115
122
122
139
140
140
140
140
139
139
139F4.167
138
139
139
139.77
133
137
135
5.56
4.58
4.64
4.68
4.68
4.32
5.08
4.72
4.7
5.27
78.7
75.9
73.7
76
76.2
77.6
79.5
80.8
76.8
74.5
77.8
78.9
80.3
79
_ 75.4
3.02
3
2.94
2.99
3.02
2.93
3.01
2.96
2.96
2.87
2
2
2
2
2
2
2
2
2
2
219
_ 2
2
2
101
16200
0.0464
0.0468
6269.011
7533.022
11
19300
12
17500
0.0468
0.0432
0.0508
0.0555
0.0467
0.0452
6830.46
7133.702
6143.244
7452.207
6621.126
6333.062
7662.458
6762.906
8975.174
13
19800
14500
14
15
16
17
16100
17000
16800
18
20
20600
17000
22800
0.0446
0.0477
0.0472
21
26600
29100
^ 0.047
0.0527
10426.67
12789.97
31965
20535
22
23
24
25
39800
44500
35000
27600
17100
0.0524
0.0478
0.0405
0.0484
0.05
17393.24
17740.01
11821.95
11140.91
7130.7
8032.754
8942.648
7183.742
256446
8548
47701
47305
64277
77564
54389
629724
34984.7
11060
10968
14256
17368
12701
144728
8040.45
H
H
6720
7140
7260
6160
154560
7728
0.04112
0.04461
0.04193
0.03674
0.04585
0.02512
0.00004
0.00004
0.565
0.019
2570
1496
2
2
19592
980
62178
71060
53295
44413
17765
66619
128796
115473
2713604
90453
18.7
16.6
21.6
27.7
46.2
37.2
32.8
46.8
1123.067
37.43557
127
126
-
124
122
123
123
122
123
3857
128.E
39
38.2
51.8
521
51.1
894.8
49.7111
121
121
120
120
119
119
118
118
3669
122
133
130
127
125
5.24
4.78
4.05
4.84
74.2
74.3
75.1
77.7
2.91
2.77
63.7
36.6
2
64.1
36 i
391
36.2
2
2
2
26
27
126
126
126
127
4045
135
5
4.84
5.18
5.82
77.7
77.8
78.3
78
2.83
2.84
2.9
62.7
62.7
63.4
37
37
37
37
2
2
2
2
28
29
19900
20700
14800
633600
21120
0.0484
0.0518
0.0582
1.4 336
0.049
30
TOT
� 146
5
2329
53
1142
1105EJ6AVG
77.6
3
63.5 37

DECEMBE,, 2023
SLUDGE REPORT FOR DIG, PRESS, NIT WASTING AND_ DET TIME FOR 503 REGS _Dig Influent Dig Effluent i°/ #
DATE_ D- GALS D % S D- LBS PR GAL j PR LBS! RAS Nit Gal Nit Lbs Gal Room i Det Time Avg Tem % vol Re D #1 tem D #2 Tem % Solids % Vol Inf % Solids %Vol CO2 Dig
1 13200 0.08541 9401.515 20490 - ^ 4648 8420 . 0.000031 2 151002.5 49.8 123' 64.7 117 130 8.54 83.2 2.9 63.6 38 2
2 12800 0.0599. 6394. 445 t 0.000031 151003 51.3 124 116 _ 132 5.99 80.3 - i _ 37.9 2
3 14900 0.0579' 7195.001I - 0 151003 44.1 125 116� 135 5.79 79.5 _ 38.1 2
41 15300 0.0632 8064.446 _ 8960 ' 0.00005 _ 4 1243551 _ 44.7 126 116 135 6.32 79.7 37 2
5 13600 0.05621 6374.429 31199 F 8220' 0.00003 2, 124355 50.3 _ 126 56.3_ _ 116 135' 5.62 _ 80 _ 2.85 63.6 ' 38 2
_ 6 I 13200 _ 0.0589 6484.183 7980 0.00348 2321 124355 51.8 126 116 1361 5.89 79.51 f 38 2
7 13700 0.0621 7095.422_ _ 9060 0.00004' 3 124355 49.9. 126 116 137 6.21 79.8*' 371 _2
8 13500 0.0562 6327.558 208_87 _ 4634 9120 _0.00004 3 106590' 51.9 126 51.3 1151 137 5.62 77.9 _ 2.79 _63.2 381 2
9 _ 12600 0.05831 6157.9_221 0.00003 115473 54.9 126 1 115 138 5.86 78.3 _ 1 _ 36.6 2
10 16000 0.05431 7245.792 _ L��:k-4�6�63,
f 0.0000E 106590 43.8 128 116 139 5.43 79.1 36.8 2
.12
1.1
12 12800 _ 0.07121 0 071' 7579 39242240637 i 9260 f _ 0_00004 -_ 3 88825 56.2 125 30.4 114 136, 77.1 7 71. - 2.73 6 631 37 - 2
13 11900 _0.062_5 6202.87-5 33265 j J _7379 99201 0.00004 , _ 3 79943 61.2 1251 _ 31.1. 115 136 6.25 71.2 2.79 ! 63 37 2
J1414000 0.0604_ 7052.304 10463 2583 11600 0.00004 4 133238 48.2 126 33.8 115 137 6.04 73.8 192 65.1 38 2
12900 _0.0622-6691.849� 9820 _0.00944 773 14212051.E 126 115 137 6.22 73.E 38 2
14100 0.0516 6067.85 i _ 0.02264 133238 47.8 126 115 137 5.16 75.3 38 2
15300 0.05667222.273 0.01247 119914 45.0. 126 11144 1375.66 73.9 _ 38 2
12000 0.06321 6325.056 34926 f 7748 _ 102401 0.01763 - 1506 88825 ; 59.9� _ 1261 41 114' 137 6.32 74.1 2.78. 62.8 37.31 2
_ 19' 12500 0.050E 5275.05111111 i _ _11000 0.02753 2526' 1154731 55.4 122� 114 137 5.06 73 -� _ 37.7 2
20 12300 0.0545 5590.719 _10440 0.025141 2189 88825 58.51 125 ` 114 137 5.45 73.4 37.2 2
211 13900 0.0526 6097.708 ! _ _ 10220 0.024961 2127 97708 51.1 125 114 -.137- 5.26 75.4 j - _ 36.4 2
22' 15900 0.0476 6312.04E 59508 � 12854 _11700 0.05892 , ^ 5749 88825 45.2 125 50.9 113 138 4.761 77.4 2.53 62.7 37 2
23 22600 0.0548 10328.92 0.03203 119914 30.4 124 112 137 5.481 74.1 36 2
24 1 24300 0.0529 10720.82 j 0.04831 97708 29.2 124 112 136 5.29 74.3 36 2
25 19700 0.0611 10038.61 - �H 0.03737 r 71060 37.4 124 113 136 6.11 _75.5 - 36.5 2
- 26 17500 0.0555 8100.225 � I _ H 0.01848 _ _ 62178 - 42.E 124 _ 112 135 _ 5.55 ____76.5 36.E 2
27 15400 0.0535 6871.326 47508 10381 H 0.00183 44413 49.6 123 41.5 112 134 5.35 74.1 2.84 62.6 36.21 2
28 15000 0.0531 6642.81 47450; 110645. 99401 0.02501 2073 71060 49.1 124 _ 41.1 112 135 5.311 73.9 2.88 62.5 37.1 2
29 14800 0.0505 6233.31E 11040 0.03449 317E 106590 47.4 124 114 134 5.05 73.1 36.3 2
30 142001 0.0547 6478.01211 0.03805 97708 50.0 124 114 134 5.47 74.5 36.5 2
31 15000 0.0588 7355.88 _ 0.05197 88825 47.9_123 1121 134 5.88 74.2 _ 36.8 2
TOT 457400 1.8116 221350 368811 81879J.- 175560 0.490 _ _2QjL8L 32954081 1514.4131 3880 472.6 3544 4215 181 2351 30 695' 1153 62
AVG 14754.84 0.058 7140: 33528.3 7443.E 9753 , 0.016 1132 106303 48.85202 125.1 42.9636 114 136 6 75.8 3 63.2 37 2