WQ0005763_2005 Annual Report_20060131

Annual Report Review SOP
1. Annual Land Application Certification Form
• Was a certification form submitted? �e5
• Was land application conducted during the reported year? A
• How many dry tons and dry tons per acre were applied? w (�
• Were the applications within the permitted amount?
• Verify PAN if more than 10 tons/acre M* A
• Did it indicate compliance? �e5
• Was it signed by the appropriate people? Aes
2. Monitoring
• Were the analyses conducted at the required frequency?
• Were the metals analyses reported on the Residual Sampling Summary Form? �QS
• Were the results reported in mg/kg? y e S
• : Were the heavy metals within ceiling concentration permit limits?* 5
• If no, were the lab analyses attached?
• Were all the required parameters tested? 1 5 t `
• Was TCLP analysis conducted? ��o �- c eq� ,+� ^ o`� P°� �^' — . Nz-�'
n-� . � 200S .
3. Field Summary • ,mil A
• Were the land application events recorded on the Field Summary Forms?
• Was a Field Summary Form submitted for each field?
• Were all the residuals applied to permitted land?
• Were all the residuals applied from permitted sources?
• Were the field loading rates for each metal and PAN calculated (year to date)?
• Were the cumulative pollutant loading rates calculated?
• Were the calculations correct?
• Were the PAN loading rates within permit limits?
• Were the heavy metal cumulative pollutant loading rates within permit limits?
• Were the residuals applied on a suitable crop?
• Were the applications conducted during the crop's growing season?
• Were the Field Summary Forms complete?
4. Pathogen and Vector Attraction Reduction
• Was a signed copy of the Pathogen and Vector Attraction Reduction Form submitted? \LS
• Did the form indicate the period of coverage, the residual class, and the pathogen reduction alternative and the
vector attraction reduction option used? \t c" $
• Was the appropriate documentation to show pathogen and vector attraction reduction included in the report?
• Was pathogen and vecto ,attr ction-Teductlop demonstrated according to 410 F PM
5 3`? ( `
,`�'1 V �`��
5. Soil Tests y g �CJ� �j
• Was a Standard Soil Fertility Analysis ocs nuct d for each a lication field? +
PP
• Were the soil pH's 6.0 or greater for each application field?
• Were the copper and zinc indexes in the soil less than 3000 for each application field?
6. General , I
• Was the report in the proper format? `I S
• Were any parts of the annual report missing? (Jo
• Was the report submitted on time? `l c 5
* Any violations of ceiling concentrations should be reported to Pretreatment for municipalities only.

1
Tuckaseigee Water & Sewer Authority
Serving Jackson County
1246 West Main Street
Sylva, NC 28779
Ph. [phone]
Fax [phone]
January 24, 2006
DENR/DWQ/Water Quality Section
Non -Discharge Compliance Unit
1617 Mail Service Center
Raleigh NC 27699-1617
Attn: Non -Discharge Compliance Unit,
RECEIVED
FEB 0 3 2006
Asheville .Regional Office
REGrEZ!VED 1 r, -"�I ( P,!hn
AQUIFER PF-,'O 1 i il0il SCC I IOM
JAN 3 1 2006
Enclosed is the Annual Residuals Report for theTuckaseigee Water and Sewer Lime
Stabilization facility (permit #WQ0005763) for the period of January 1, 2005 - December
31, 2005.
Should you have any questions or if I can provide you any additional information, please
don't hesitate to contact me.
Sincere ,
c4a-&��
Stan Bryson
Wastewater Plant Operations Superintendent
Tuckaseigee Water & Sewer Authority
Enc.

AINMA-1, DISTRIMMON AND MARKETING/ SURFACE DISPOSAL CERTIFICATION, it.ND SUN V FORNM
PE MII1' #:(IQ = j,-%o 3 FACIL1TY NA;Nf : u
PEONE: &A $- JJ%-q (:OUNTY: — OPERATOR:
FACILM TYPE (please cheek one): ❑ Surface Disposal (complete Part X (Saaree(s and "Residual " Volume only) and Part C)
f�'bistributiort and Marketing (eomPlete Parts A, B, and C)
Was the facility in operation daring the past calendar year? p^YrA -1 No 'No If No skip parts A B, C and c r"A, e jr-
Part All:
oA m a ow
PartB*:
Month
_
Sources(s) (include IMES 9 if
applicable)
Volume (dryions)
Admendment/
Bulkin g Agent . Residual In
Product Out
RecipientInformation:
Volume
Name(s)- tons} dry Intended.use(s)
January
February
oJi
March
�
April
May
June
—
Jnty
-
August
September.
October
November
December
Totals:
.Manual (dry toad):
metr en s use .
uking Agents use :
..,...,,°..,a
* If more space than given is required,.please attach addilional information
sheetfsl_ C`.berlr hnv ;f nArlwn„n1 ab t?v*1,,.,
Part C:
Facility was compliant during calendar year A00 with all conditions of the permit (including but nut limited to items 1-3 betaw) issued by the
Division of Water Quality. IFITes ❑ No If No, please provide ■ written description why the facility was not compliant
1. Al) monitoring was done in accordance with the permit and reported forthe year as required and three (3) copies of certifed laboratory results are attached.
2. All operation and maintenance requirernents were compiled with oir, in the case of deviation,°prior authorization was received from the Division of Water
Quality,
3. No contravention of Ground Water Quality Standards occurred at a�monitoring tivell.
"I certify, uzider penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. lam aware
thatt a Are sig ' t peaalttea for submitting fa info maiton, including the possibility of fines agd irapr6oamcat for knowing violations:'
Signature of IN'exmittee D e . Signature of Pieparer* * Date
(if different from Permi. tee) * *Preparer is defined in 40 CFR Part 5019(r)
Author Daryl D. hierrfit
DENR FORM.DMSOF (7I20o2)
`v
m
w
.rs
0
pro
9t
v
iu

ANNUAL PATROGEN AND VECTOR ATTRACTION REDUCPI:ON 1+ORM
Facility Name: � t'-- '
- r f'Permit Number.
�r �'7.,3
WWTP Name: NP PS Number: N_ —(DOMonitoring Period: Frain / /.. /�i To �-
Pathogen Reduction (40 CFR 503.3Z) - Please 111dlcate level aehleved and nliernative perforatrMed:
Clam A., Alternative 11 1 1 Alt•nrnar9.,o 7 r-, I A,.-___._--
...... '. -v -ru I t.,Lcmauve :) Alternative G ❑
If applicable to alternative performed (Class A only) indicate "Process to Further Red P �+
compost
pos l�J
Flcat Drying❑
Heat Treatment ❑
use athoget►s
Ihermoplulic []
lieu Ray ❑
G�unsnfi Ray ❑
Pasteurization
Class Xis
Alternative IU
Alternative 2. U
,A.lrctmative 3 ❑
T CL;LUI_LiLLfaL;UQjj fLCUUCLLQn E4ji 1.:JKR *U.S..J3) - klease indicate option performed:
❑ Option 2.. ❑ Option 3 1.1 Option 4 ❑ Option
on 7 1d 10ption S
jo vector attm. ction reduction -options were performed ❑ I
CERTIFICATION STATEACM (please check the appropriate statement) I
X "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CM, 503.33 have been met."
i.J "Y cea tify, ender penalty of lase, that the pathogen requirements in 40 CPR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have not been met" (Please note if you check
this statement attach sin explanation why you 811ve not eiet one or both of the requirements.)
"This determination has been made under my direction and snpen ision in accardauce with the
system desig'ned 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
arm aware that there are significant penalties for false certification including fine and imprisonment."
L\)khrl IP &0)
Prep r Narne and Title (, a or print) Land Applier Name and Title (if applicable)(type or print)
Signature of Prepar r Oate Signature of .Land A.pplier (if applicable} Date
Author Daryl D. Merritt DENR FORM RF (7,12002)

ANNUAL SEWAGE SLUDGE REPORT
OF
TUCKASEIGEE WATER AND SEWER AUTHORITY
PLANT # 1-NPDES # NCO039578 (WQ0005763)
for the period of January 1, 2005-December 31, 2005
as required by
40 CFR, PART 503
STANDARDS FOR THE USE OR DISPOSAL OF SEWAGE SLUDGE

TABLE OF CONTENTS
(1) REPORTING REQUIREMENTS/PERTINENT INFORMATION
(2) CERTIFICATION
APPENDIX
(a) 2005 sludge data
(b) 2005 distrubution and marketing summary
(c) 2005 laboratory analysis
(d) 2005 lime stabilization record of operation

REPORTING REQUIREMENTS
Facilities responsible for reporting annually are described in the regulations as:
1. Publicly Owned Treatment Works (POTW) with an average design
influent flow rate equal to or greater than 1.0 MGD.
2. POTW's serving a population of 10,000 or more.
3. Class I (facilities with an approved pretreatment program) sludge management
facilities.
The Tuckaseigee Water and Sewer Authority Wastewater Treatment Plant is a 1.5 MGD
design facility. The facility also treats the sludge from two additional plants owned by the
authority.
Pertinent information includes:
facility name: Tuckaseigee Water & Sewer Authority Plant # 1
NPDES # NC0039578
correspondence address: 1246 West Main St
Sylva NC 28779
physical address: 1871 North River Rd
Sylva NC 28779
facility operator: Stan Bryson
Wastewater Plant Operations Superintendent
ph. 828-586-9318

CERTIFICATION REQUIREMENTS
PART I -POLLUTANT CONCENTRATI
PARAMETER
M�
Arsenic
1.1 mg/kg
Cadmium
<0.16 mg/kg
Chromium
8.4 mg/kg
Copper
83.0 mg/kg
Lead
5.0 mg/kg
Mercury
0.4 mg/kg
Molybdenum
1.3 mg/kg
Nickel
4.8 mg/kg
Selenium
0.2 mg/kg
Zinc
180 mg/kg
PART H - PATHOGEN REDUCTION (40 CFR 503.32�
X Class A Class B
PART III - VECTOR ATTRACTION (40 CFR 503.33)
_ Option 1 _ Option 2 _ Option 3 —Option 4
Option 5 X Option 6 _ Option 7 _Option 8

PART IV - CERTIFICATION
" I certify under penalty of law, that the Class A pathogen requirements in 40 CFR, Part
503. 32 have been met and the vector attraction reduction requirement in 40 CFR, Part
[503. 33(b)(6)] has been met. I am aware that there are significant penalties for false
certification including fine and imprisonment."
Signed this 25th --day of January , 2006.
Stan Bryson, Wastakater Superintendent

Appendix A
2005 Sludge Production
Data

APPENDIX A
2005 SLUDGE DATA
TWSA PLANT # 1 (1.5 mgd)
NPDES # NCO039578
SLUDGE TO DIGESTOR.................................................................7,775,850 gallons
total lbs.........................:...........................................426,108 lbs
total tons.....................................................................213.10 tons
total metric tons............................................................193.2 metric
tons
TWSA PLANT # 2 (.5 mgd)
NPDES # NCO020214
SLUDGE HAULED TO PLANT # 1....................................................... 100,360 gallons
totaltons..........................................................................12.65 tons
totalmetric tons.................................................................11.47
metric tons
TWSA PLANT # 3 (.1 mgd)
NPDES # NCO063321
SLUDGE HAULED TO PLANT # 1......................................................... 144,719
gallons
totaltons.............................................................................. 8.76 tons
totalmetric tons....................................................................7.95
metric tons
A portion of the sludge that was generated at the Tuckaseigee Water and Sewer
Authority during 2005 was hauled by a private contractor to a designated landfill.
Landfill: R&B Landfill
610 Frank Bennett Road
Homer GA 30080
A total of 822.37 wet tons were hauled to the landfill during 2005. This does not reflect
residuals that are currently stored onsite.
Copies of haul tickets can be provided if needed.

PROCESS SUMMARY SHEET
PLANT NAME TWSA #1
ANNUAL (2005)
FOR THE PERIOD OF
1/1/05 THROUGH 12/31/05
A
PLANT FLOW, mgd
1.044 daily avg
B
INFLUENT BOD, mg/I
166.2 daily avg
C
EFFLUENT SS, mg/I
27.9 daily avg
D
MLSS, mg/I
3471 daily avg
E
RSSS, mg/1
6485 daily avg
F
WAS RATE, mgd
0.02558 daily avg
G
AER. BASIN VOL., mg
0.468
H
CLARIFIER VOL, mg
0.1508
:
I
F/M RATIO
......
LB APPLIED/LB UNDER AERATION
J
MCRT:::::
DAYS
ACTIVATED SLUDGE DATA
DATE
30 MIN
SETT.
SLUDGE
MLSS
m /I
MLVSS
m /I
EFF
FLOW
MGD
RSSS
m /I
ZSV
ft/hr
SVI
MCRT
da s
SLUDGE WASTING
ciallons Ibs
JAN.
341
4032
3213
1.026
7267
4.4
84
14
634,500
38,934
FEB.
407
3723
3059
1.114
6765
4.7
107
14
585,600
33,340
MAR.
368
3465
2678
1.103
6645
5.0
105
14
558,000
29,869
APR.
451
3954
2848
1.216
7203
4.4
116
14
550,500
33,555
May
711
3995
2976
0.981
6882
3.4
178
12
810,000
46,692
JUN.
321
3318
2371
1.141
6638
4.6
96
11
697,500
39,838
JUL.
465
3147
2377
1.055
5648
4.3
147
16
555,000
25,676
AUG.
405
2961
2218
1.009
6519
4.8
135
9
891,000
47,240
SEP.
545
2672
2125
1.038
5367
3.8
229
12
531,000
26,01 7
OCT.
542
3143
2674
0.948
5999
4.8
172
11
792,000
40,327
NOV.
274
3285
2919
0.945
5758
6.6
83
15
591,750
28,728
DEC.
424
3957
3296
0.951
7133
4.7
107
15
579,000
35,892
AVG 438
MAX 711
MIN 274
3471
2730
1.044
6485 1
4.6 1
130
13
647988
1402
dlp,;
4032
3296
1.216
7267
6.6
229
16
891000
47240
2672
2125
0.945
5367 1
3.4 1
83
9
531000
25676
Total Gallons 7,775,850
426,108 Total lbs.
Daily Average 25,578
213.1 Total tons
Total tons X .907 metric ton/English ton=
193.2 Dry Metric Ton

2005
TWSA #2 SLUDGE PRODUCTION
MONTH
Gals Hauled To
TWSA # 1
AVG
% SOLIDS
TOTAL
DRY TON
January
0.00
February
0.00
March
23,580
3.5
3.44
April
0.00
May
22,250
2.2
2.04
June
0.00
July
0.00
Au ust
0.00
September
0.00
October
30,780
3.2
4.10
November
0.00
December
23,750
3.1
3.07
TOTAL 100,360,
12.65
TOTAL 12.65 X .907 metric ton/English Ton
=11.47 Dry Metric Tons

2005
TWSA #3 SLUDGE PRODUCTION
MONTH
Gals Hauled To
TWSA # 1
AVG
% SOLIDS
TOTAL
DRY TON
January
8,510
1.57
0.56
February
0.00
March
11155
1.83
0.85
April
10,753
1.43
0.64
May
11270
1.28
0.60
June
24,745
1.10
1.13
July
20,010
1.40
1.17
August
6,670
2.00
0.56
September
14,834
1'.85
1.14
October
15,859
1.14
0.75
November
10,465
1.32
0.58
December
10,448
1.80
0.78
TOTAL 144,719
8.76
TOTAL 8.76 X .907 metric ton/English Ton
= 7.95 Dry Metric Tons

Appendix B
2005
Distrubution and
Marketing Summary

APPENDIX B
TWSA PLANT # 1
ANNUAL DISTRIBUTION AND MARKETING SUMMARY
2005
VOLUME
IN DRY TONS
MONTH
AMENDMENT/
RESIDUAL
PRODUCT
BULKING AGENT IN
IN
OUT
January
19.44
17.99
37.43
Februa
36.15
25.74
61.89
March
4.87
18.39
8.68
April
0
14.72
0
May
0
27.32
0
June
0
18.84
0
July
0
22.1
0
August
0
12.79
0
September
0
16.97
0
October
0
16.09
0
November
0
7.13
0
December
0
19.16
0
Annual Dry To
60.46
217.241
108.00

APPENDIX B
TWSA PLANT # 1
ANNUAL DISTRIBUTION AND MARKETING SUMMARY
2005
PART B
RECIPIENT INFORMATION
DATE
NAMES
VOLUME wet tons
INTENDED USE
3/5
Phil Woody
0.5
Garden
4/5
Chester Sorrells (Waynesville NC)
21
Commercial Hauler
4/6
Chester Sorrells (Waynesville NC)
35
Commercial Hauler
4/8
Brett Bryson(Cullowhee NC)
2
Garden and Pasture
4/11
Chester Sorrells (Waynesville NC)
14
Commercial Hauler
4/15
Verlin Bryson(Cullowhee NC)
2
Garden and Pasture
5/3
Chester Sorrells (Waynesville NC)
57
Commercial Hauler
5/23
Chester Sorrells (Waynesville NC)
18
Commercial Hauler
6/6
Verlin Bryson(Cullowhee NC
2
Garden and Pasture
7/5
Chester Sorrells (Waynesville NC)
14
Commercial Hauler
11/25
Chester Sorrells (Waynesville NC)
14
Commercial Hauler
12/2
Chester Sorrells (Waynesville NC)
28
Commercial Hauler
Total
207.5

Appendix C
2005
Laboratory
Analysis Summary

2005
Annual Residual Sampling Summary Form
Attach this form to the corresponding Annual Report
Please note that your permit may contain additional parameters to be analyzed than those required to be summarized on this form
Permit Number: WQ 0005763
Laboratory: 1) Pace Analytical
Facility Name: Tuckaseigee Water and Sewer Auth.
2) N.C. Dept. of Ag_
NPDES # NC 0039578
3)
WQ #: WQ 0005763
4)
5)
WWTP Name: TWSA Plant # 1
....................
....................
Sample
Date
1/11
2/15
2/18
3/8
4/12
5/3
6/30
7/26
8/9
9/28
11/15
Avg.
Percent Solids
45.9
47.6
48.3
49.5
45.0
51.5
53.2
50.3
52.9
54.5
55.8
50.4
Aluminum
11,000
9,800
4900
8,567
P
Arsenic
1 1.3
1.1
1 0.85
1
1
1 1.1
A
Cadmium
<0.19
<0.17
<0.11
0.0
R
Calcium
220,000
1
330,000
110,000
220,000
A
Chromium
11
9
5.2
8.4
M
Copper
110
89
49
1
83
E
Lead
6.0
5.1
3.8
5.0
T
Magnesium
3,500
2,900
1600
2,667
E
Mercury
0.52
1
0.46
0.13
0.4
R
Molybdenum
1.9
1.4
0.61
1.3
S
Nickel
6.5
1 5
2.8
4.8
h
11.0
10.4
Potassium
3,000
1,500
830
1,777
Selenium
<0.96
<0.87
0.7
0.2
Sodium
360
170
160
230
Zinc
240
190
110
180
TKN
7,200
12,000
5900
8,367
mg/
Ammonia -Nitrogen
130
74
13
72
kg
Nitrate -Nitrite
40
<19
26
22.0
Plant Available N
2,200
3,600
1800
2,533
Total Phosphorous
160
29.8
15.4
68.4
Fecal Coliform
ND
ND
ND
ND
ND
ND
<4
<40
<38
37
<36
3
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."
(TWSA Version)
Signature of Prepare Date DENR FORM RSSF (7/2002)

s
r ace Analytical °
,z
www.pacelabs.com :r
I 5
E
January 24, 2005
Mr. Stan Bryson'�'
Tuckaseig6d'Nater & Sewer Auth
1246 West -"Main Street
Sv1va' NC 28779
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28604
Phone: [phone]
Fax, 828.252.4618
RE: Lab Project Number: 9285584
Client Project 1D: LIME RESIDUAL
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on January 11, 2005. Results
reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the
body of.the report.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
Williams
[e-mail]
Project Manager
Enclosures
n. rg 0 E M
JAN 2 6 2005
REPORT OF LABORATORY ANALYSIS
Asheville Certification IDs This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712 4�0 ,N�ACgS RO�d
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP FR707

r`
aceAnalytical ° F?
s
www.pacelabs.com .
Solid results are reported on a„dry weight basis
Yam."
Lab Sample No: 9251697
Client Sample ID: TWSA LI
Parameters`
Microbiology
�r ?
Fecal Col i form :MFN~=$ol i d
Col i form. Fe6l3"t
Wet Chemistry
Percent Moisture
�g,i*cent Moisture
Total Percent Solids
Percent Solids
Date: 01/24/05
i
Asheville Certification_ IN
NC Wastewater
40
NC Drinking Water
37712
SC Environmental
99030
FL NELAP
E87648
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 9285584
Client Project ID: LIME RESIDUAL
Project Sample
Number:
9285584-001 - Date Collected: 01/11/05 09:15
)UAL
Matrix:
Soil
Date Received: 01/11/05 13:34
Results Units
Report Limit
Analyzed
By CAS.No. Qual RegLmt
Method: SM 9221B/E
ND
01/12/05
MMG
Method: % Moisture
51.3 %
01/12/05
08:41
TSE
Method: EPA 160.3
45.9 %
01/11/05
15:45
EWS
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N ACCCRO
f
Page: 1 of 6
Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627

{ aceAna local °
J .
www.pacelabs.com
i
February 28, 2005
Mr. Stan
Tuckasei:gee_" ater & Sewer Auth
1246,W6s" Main Street
Syl"v.'a NC 28779
RE: Lab Project Number: 9288045
Client Project ID: TWSA Lime Residual
Dear Mr. Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax:[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on February 15, 2005. Results
reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the
body of the report.
% If you have any questions concerning this report please feel free.to contact me.
Sincerely,
TX Williams
[e-mail]
Project Manager
Enclosures
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N Al
`EOCC,E'h••.—� `O,oy
i \. \Cf
�f
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water... 37706
SC 99006
FL NELAP E87.K7

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' ace
Analytical °
www.pacelabs.com
Solid results are reported on a
Lab Sample No: 9252
Client Sample ID: TWSA
Microbiology
Fecal Coliform V
sF',.va
Coliform, Fecal`""'
i '
We Chem� .istry
Percent Moisture
,,?Tercent Moisture
Date: 02/28/05
Asheville Certification IDs
NC Wastewater
40
NC Drinking Water
37712
SC Environmental
99030
FL NELAP
E87648
lid
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC .28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 9288045
Client Project ID: TWSA Lime Residual
ght basis
Project Sample Number: 9288045-001 Date Collected: 02/15/05 12:49
DUAL Matrix: Soil Date Received: 02/15/05 13:58
Results Units Report Limit Analyzed By CAS No. Qual RegLmt
Method: SM 922113/E
nd 02/16/.05 MMG
Method: % Moisture
52.4
02/16/05 17:51 TNS
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N ACCpq
Page: 1 of 5
Charlotte Certification_IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

kr- @
aceAnalytical
www.pacelabs.com
March 08, 2005
se gee' -Water & Sewer Auth
Rest Main Street
;+ NC 28779
RE: Lab Project Number: 9288337
Client Project ID: LIME RESIDUAL 2/18
Dear Mr. Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax., 828.252.4618
Enclosed are the analytical results for sample(s) received by the laboratory on February 18, 2005. Results
reported herein conform to the most current NELAC.standards, where applicable, unless otherwise narrated in the
body of the report.
If you have any questions concerning this report please feel free to contact me.
Since ly,
T illiams
[e-mail]
Project Manager
Enclosures
Asheville Certification IN
NC Wastewater
40
NC Drinking Water
37712
SC Environmental
99030
FL NELAP
E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, Charlotte Certification IDs
without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinking Water 37706
,1►1® SC 99006
J_L� FL NELAP FR7R77

ce Analytical °
www.pacelabs.com
Solid results are reported on a dry weight basis
Lab Sample No: 92530
Client Sample ID: TWSA
Microbiology ,,,,{, , ' '"
Fecal Coliform:,TV Solid
Coliform.:Fecl
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
- Fax.' 828-252.4618
Lab Project Number: 9288337
Client Project ID: LIME RESIDUAL 2/18
-- - ua-c uuiieczea: uz/18/05 09:30
IDUAL Matrix: Soil Date Received: 02/18/05 11:45
_ Results Units Report Limit Analyzed By CAS No. ual RegLmt
Method: SM 922113/E
ND 03/04/05 12:10 MMG I
Met;al's, Trace ICP
Prep/Method: EPA 3050 /
EPA 6010
�-Aluminum
Arsenic
11000
mg/kg
19.
03/02/05
19:42 ALV
7429-90.5
- Cadmium
1.3
mg/kg
0.96
03/02/05
19:42 ALV
7440-38-2
Calcium
ND
mg/kg
0.19
03/02/05
19:42 ALV
7440-43.9
Chromium
220000
mg/kg
19.
03/02/05
19:42 ALV
7440-70-2
Copper
11.
mg/kg
0.38
03/02/05
19:42 ALV
7440-47-3
Lead
110
mg/kg
-0.38
03/02/05
19:42 ALV
7440-50-8
Magnesium
6.0
mg/kg
0.96
03/02/05
19:42 ALV
7439.92-1
Molybdenum
3500
mg/kg
19.
03/02/05
19:42 ALV
7439-95-4
Nickel
1.9
mg/kg
0.96
03/02/05
19:42 ALV
7439-98-7
Potassium
6.5
mg/kg
0.96
03/02/05
19:42 ALV
7440-02-0
-- Selenium
3000
mg/kg
190
03/02/05
19:42 ALV
7440-09-7
( ! Sodium
ND
mg/kg
0.96
03/02/05
19:42 ALV
7782-49-2
Zinc
360
mg/kg
190
03/02/05
19:42 ALV
7440-23-5
Date Digested
240
mg/kg
1.9
03/02/05
19:42 ALV
7440-66-6
02/24/05 06:45
02/24/05
06:45
Mercury, CVAAS, in Soil
Method: EPA 7471
- ercury
0.52
mg/kg
0.010
02/28/05
ALV
7439-97-6
Wet Chemistry
Percent Moisture
Method: i Moisture
Percent Moisture
51.7
Y.
02/24/05 11:31 TNS
Total Percent Solids
Method: EPA
160.3
Percent Solids
48.3
%
02/24/05
TNS
Nitrogen, Ammonia
Method: EPA
350.1 Modified
Nitrogen, Ammonia
130
mg/kg
21.
02/22/05 00:15 BMF 7727-37-9
Total Kjeldahl Nitrogen, Soil
Method: EPA
351.2
Nitrogen, Kjeldahl, Total
7200
mg/kg
200
02/28/05 21:56 JDA1
Date: 03/08/05
Asheville Certification IDs
NC Wastewater
40
NC Drinking Water
37712
SC Environmental
99030
FL NELAP
E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N ACCON
�_
Page: 1 of 16
Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

�aaceAnalytical °
www.pacelabs.com
LbS 1 N
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax. [phone]
Lab Project Number: 9288337
Client Project ID: LIME RESIDUAL 2/18
a amp e o. 925303414 Project Sample Number: 9288337-001 Date Collected: 02/18/05 09.30
Client Sample ID: TWSA LIME, RESIDUAL Matr• S '1
Nitrogen, Nitrate plus;
Nitrate as N
Nitrate-Nitri-te-(as N)
'hosphorus Total, Soil
pH
Plant Available Nitrogen
Nitrogen
Date: 03/08/05
1
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
ix. of Date Received: 02/18/05 11:45
Results Units Report Limit _ Analyzed By CAS No. Qual RegLmt
trite Method: EPA 353.2 Modified
40. mg/kg 19. 03/04/05 14:54 EWS
40. mg/kg 19. 03/04/05 14:54 EWS 7727-37-9
Method: EPA 365.2
160. mg/kg 10.3 02/27/05 14:00 TCM 7723-14-0
Method: EPA 9045
11.0 units 02/25/05 11:00 TMR 1
Method:'
2200 mg/kg 1.0 03/08/05 10:50 EWS 7727-37-9
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N ACC°°
aLLI_GIGi]..
Page: 2 of 16
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

ce Analytical °
www.pacelabs.com ,
March 16, 2005
Mr. Stan Bryson
Tuckasei;gee'`Water &Sewer Auth
1246:;4Jest` Main Street
Sylvia; NC 28779
RE: Lab Project Number: 9289526
Client Project ID: LIME RESIDUAL
Dear Mr. Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on March 8, 2005. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
If you have any questions concerning this report please feel free to contact me.
Sincerely.
T Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
Asheville Certification IDs
This report shall not be reproduced, except in full,
Charlotte Certification IDs
NC Wastewater 40
without the written consent of Pace Analytical Services, Inc.
NC Wastewater
12
NC Drinking Water 37712
\� AC�OgO
9"
NC Drinking Water
37706
SC Environmental 99030
`` `
Sc
99006
FL NELAP E87648
FL NELAP
E87627

r �f
--------------
aceAnalytical °
r h
www.pacelabs.com
Solid results are reported on
Lab Sample No: 925367450.,,!'
Client Sample ID: TWSA LIME-'kl
Parameters !" ry:
Microbiology
Fecal Coliform,-MPW"Solid
Col i form, F4661"
Wet Chemi"stry
Perceht Moisture
��'.Percent Moisture
xy-
Total Percent Solids
Percent Solids
Date: 03/16/05
I
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
ght basis
Pace Analytical services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax.• 828.252.46i8
Lab Project Number: 9289526
Client Project ID: LIME RESIDUAL
Project Sample Number: 9289526-001 Date Collected: 03/08/05 10:00
)UAL Matrix: Soil Date Received: 03/08/05 14:56
Results Units Report Limit Analyzed By CAS No. Qual RegLmt
Method: SM 9221B/E
. ND 03/09/05 08:20 MM6
Method: i Moisture
50.5 Y.
Method: EPA 160.3
49.5 Y.
03/09/05 09:08 TNS
03/11/05 TNS
Page: 1 of 6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Charlotte Certification
IDs
without the written consent of Pace Analytical Services, Inc.
NC Wastewater
12
NC Drinking Water
37706
Sc
99006
FL NELAP
E87627

r,
ace Analytical °
www.pacelabs.com
tt .Yy
5:N'y
April.20, 2005
Mr. Stan Bryson"
:Z`_
Tuck a se;gee-�Water & Sewer Auth
1246,469t Main Street
Sy7 va NC 28779
RE: Lab Project Number: 9292025
Client Project ID: TWSA LIME RESIDUAL
Dear Mr. Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on April 12, 2005. Results reported
herein conform to the most current.NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
If you have any questions concerning this report please feel.free to contact me.
Sincerely,
o Williams
[e-mail]
Project Manager
Enclosures
Asheville Certification. IN
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N Acc"
ems=
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

h"^ -�Ii4•
tfi aceAna/ ical °
www.pacelabs.com
Solid results are reported on a;r;dry:;G
Lab Sample No: 92549914T
4 rt
Pace Analytical services, Inc.
2225 Riverside Drive
Asheville, NC 28804
�,
Phone: [phone]
x "
Fax: [phone]
Lab Project Number: 9292025
Client Project ID: TWSA LIME RESIDUAL
ght basis
Client Sample ID: TWSA LIME RESIDUAL Matrix: Soil Date Received: 04/12/05 15:38
Parameters='r Results Units Report Limit Analyzed By CAS No. Qual RegLmt
Microbiology
Fecal ColiformsMPVSolid Method: SM 9221B/E
Coliform Fecal' ND 04/12/05 MMG
Wet Chemistry
Percent Moisture
Method: % Moisture
' Percent Moisture
55.0 %
Total Percent Solids
Method: EPA 160.3
Percent Solids
45.0 %
Date: 04/20/05
Asheville Certification IDs
NC Wastewater
40
NC Drinking Water
37712
SC Environmental
99030
FL NELAP
E87648
04/13/05 10:12 TNS
04/19/05 TNS
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N ACC0.9
ne ace=
Page: 1 of 6
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

t
Pace Analytical Services, Inc.
p
2225 Riverside Drive
aceAnalXical
Asheville, NC 28804
www.pacelabs.com � =`
Phone. [phone]
Fax., 828.252.4616
May 09, 2005
Mr. Stan Br. skfi-
Tuck aseigee`SWater & Sewer Auth
1246=Wes' Main Street
S,ylrz a' NC 28779
RE: Lab Project Number: 9293453
Client Project ID: TWSA LIME RESIDUAL
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on May 3, 2005. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
4-
Tbfn Will i ams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
Asheville Certification IDs This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712
SC Environmental 99030 FL NELAP E87648 WO`EO{?Q`Ak
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706,
Sc 99006
FL NELAP E87627

y aceAnalytical °
www.pacelabs.com
i4 ..
Solid results are reported on
Lab Sample No: 9255
Client Sample ID: TWSA
Microbiology
Fecal Coliform.MPN•'°Solid
Coliform, Fecal`
41
Wet Chem sstry
Percent Moisture
'Percent Moisture
Total Percent Solids
Percent Solids
Date: 05/09/05
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
Pace Analytical services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.• 828.252.4618
o Lab Project Number: 9293453
ght basis Client Project ID: TWSA LIME RESIDUAL
- -- --- ..�Uau. vaiuJiu0 uy:uu
)UAL Matrix: Soil Date Received: 05/03/05 13:23
Results Units Report Limit - Analyzed By CAS No. Qual RegLmt
Method: SM 9221B/E
ND 05/03/05 09:30 MDK
Method: i Moisture
48.5 Y.
Method: EPA 160.3
51.5 Y.
05/04/05 10:53 TNS
05/09/05 JT1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
N RCCCR
Page: 1 of 6
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706,
Sc. 99006
FL NELAP E87627

aceAnalytical °
www. pacelabs. com
July 14. 2005
Mr. Stan Bryson
Tuckaseigee, Water & Sewer Auth
1246 West`,Main Street
Sylya`NC 28779
RE: Lab Project Number: 9297715
Client Project ID: TWSA LIME RESIDUAL
Dear Mr. Bryson:
Pace Analytical. Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax; 704.875.9091
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
FaX [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on June 30, 2005. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please'feel free to contact me.
--�.__.�incer-eat-------- ----- - — --- - - - - -
T m Williams
[e-mail]
Project Manager
Enclosures
1
Ashville Certification IN
NC Wastewater 40
NC Drinking Water 37712
SC Environment 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
Charlotte Certification IDs
This report shall not be reproduced, except in full, NC Wastewater 12
without the written consent of Pace Analytical Services, Inc. SC Drinking Water 37706 j
o N—ACCOR 99006
FL NELAP E87627
a ne�1C= i

` p aceAnalytical °
I www.Pacelabs. com
Solid results are reported on a dry --weight basis
Lab Sample No: 925810145
Client Sample ID: TWSA LIME RESIDUAL
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Lab Project Number: 9297715
Client Project ID: TWSA LIME RESIDUAL
Project Sample Number: 9297715-001 Date Collected: 06/30/05 10:00
Matrix: Soil Date Received: 06/30/05 12:02
Parameters
Metals
Results
_ Units
Report Limit Analyzed
—
By
CAS No, Qual RegLmt
Metals, Trace ICP '.-
Prep/Method:
EPA 3050 /
EPA 6010
Aluminum
Arsenic
98QO
mg/kg
1700
07/08/05 23:12
ALV
7429-90-5
_-,
Cadmium--
1.1
mg/kg
0.87
07/08/05 23:12
ALV
7440-38-2
Cal.ciuin
ND
mg/kg
0.17
07/08/05 23:12
ALV
7440-43-9
:Clipem
330000
mg/kg
1700
07/08/05 23:12
ALV
7440-70-2
=: r
Coppper
9.0
mg/kg
0.35
07/08/05 23:12
ALV
7440-47-3
Lead
89.
mg/kg
0.35
07/08/05 23:12
ALV
7440-50-8
Magnesium
5.1
mg/kg
0.87
07/08/05 23:12
ALV
7439-92-1
Molybdenum
2900
mg/kg
17.
07/08/05 23:12
ALV
7439-95-4
Nickel
1.4
mg/kg
0.87
07/08/05 23:12
ALV
7439-98-7
Potassium
5.0
mg/kg
0.87
07/08/05 23:12
ALV
7440-02-0
Selenium
1500
mg/kg
170
07/08/05 23:12
ALV
7440-09-7
Sodium
ND
mg/kg
b.87
07/08/05 23:12
ALV
7782 49 2
Zinc
170
mg/kg
170
07/08/05 23:12
ALV
7440-23-5
Date Digested
190
mg/kg
1.7
07/08/05 23:12
ALV
7440-66-6
07/05/05 06:45
07/05/05 06:45
F
( }
` Mercury, CVAAS, in Soil
Method: EPA 7471
Mercury
0.46
mg/kg
0.088
07/05/05 05:54 ALV
7439-97-6
Wet Chemistry
Percent Moisture Method:_% Moisture
46.8---5.1 --^------
Total Percent Solids Method: EPA 160.3
Percent Solids 53.2 Y.
Nitrogen, Ammonia Method: EPA 350.1 Modified
Nitrogen, Ammonia 74. mg/kg 15
07/01/05 14:52 KBM
07/06/05 KBM
07/14/05 06:49 TMR 7727-37-9
Total Kjeldahl Nitrogen, Soil Method: EPA 351.2
Nitrogen, Kjeldahl, Total 12000 mg/kg 230 07/12/05 19:40 SHB
Nitrogen, Nitrate plus Nitrite Method: EPA 353.2 Modified
Nitrate -Nitrite (as N) ND mg/kg 19. 07/07/05 22:59 ARH 7727-37-9
Phosphorus, Total, Soil
Date: 07/14/05
1
Ashville Certification IDs
NC Wastewater
40
NC Drinking Water
37712
SC Environment
99030
FL NELAP
E87648
Method: EPA 365.2
Page: 1 of 14
REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
This report shall not be reproduced, except in full, NC Wastewater 12
without the written consent of Pace Analytical Services, Inc. NC� Drinking Water 37706
S"(99006
bi '" FL NELAP E87627 ��.�

aceAnalytical °
www.pacelabs.com
I
Lab Sample No: 925810145
Client Sample ID: TWSA LIME RESIDUAL
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Hunters ville, NC 28078
Phone: [phone]
Fax: [phone]
Lab Project Number;
Client Project ID:
Project Sample Number: 9297715-001
Matrix: Soil
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.* 828-252.4618
9297715
TWSA LIME RESIDUAL
Date Collected: 06/30/05 10:00
Date Received: 06/30/05 12:02
Parameters Results Units Report Limit _ Analyzed By CAS No. Qual RegLmt
Phosphorus 29.8 mg/kg 15.4 07/01/05 07:20 TMR 7723-14-0
Plant Available.N trogen Method:
Nitrogen 3600 mg/kg 1.0 07/14/05 SHB 7727-37-9
Date: 07/14/05
Ashville Certification IDs
NC Wastewater 40
REPORT OF LABORATORY ANALYSIS
NC Drinking Water
37712
This report shall not be reproduced, except in full,
SC Environment
99030
without the written consent of Pace Analytical Services, Inc.
FL NELAP
E87648
�1neac=
Page: 2 of 14
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

J. , Analytical Results
JUL 0 7 2005
BY
Pace Analytical -Asheville For: 9297715
2225 Riverside Drive
Asheville NC 28804
Entered 7/1/2005
Reported: 7/5/2005
Sample Remark
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
05071-1
% Solids
TWSA Lime Res
50.3
%
SM2540B
7/1/05
MD
05071-1
Fecal Coliform MTF
TWSA Lime Res
<4.0
MPN/g
SM9221 E
7/1/05
MD
Respectfully submitted,
,uena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

Pace Analytical Services, Inc.
t , aceAnalXical 9800 Kincey Avenue, Suite 100
- Huntersville, NC 28078
www.pacelabs.com ; Phone: [phone]
f Fax.' 704.875.9091
t
August 05, 2005
Mr. Stan Bryson
Tuckaseigee..`Water & Sewer Auth
1246 Weif Main Street
Sylva-�'NC 28779
RE: Lab Project Number: 9299500
Client Project ID: TWSA LIME RESIDUAL
Dear Mr. Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax.' 828.252.4618
Enclosed are the analytical results for sample(s) received by the laboratory on Jul
herein conform to the most current_NELAC standards, where applicable, unless otherwise the report.' Y 26, 2005. Results reported
ise narrated in the body of
Inorganic.Wet'Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If You have any questions concerning this report please feel free to contact
me.
Sincerely,
Tom Williams
[e-mail]
Project Manager
Enclosures
shville Certification IDs
Wastewater 40
Drinking Water 37712
Environment 99030
NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
�N ACCO
e' p
Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

E Analytical results
;BY:
0 1 2005
Pace Analytical Asheville
For: 9299500
2225 Riverside Drive
Asheville NC 28804
Entered 7/27/2005
Reported: 7/28/2005
Sample Remark
Sample ID Parameter Cust ID
Result Units Method Date Analyzed Analyst
050727-1 %Solids 925905192 50.3
050727-1 Fecal Coliform MTF SM2540B 7/27/05 CL
925905192 <40 MPN/g SM9221 CE 7/27/05 CL
Respectfully submitted,
Vena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NC00909
AUG 1 p ZppS �
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697 i

Pace Analytical Services, Inc.
{ 100
ace Analytical 9800 KiHuntersville, NCey Avenue,/te 28078
www.pacelahs.com Phone: [phone]
I Fax: [phone]
August 19, 2005
Mr. Stan Bryson',:`
Tuckaseigee.Water & Sewer Auth
1246 West`YMain Street
Syl.va';', NC 28779
RE: Lab Project Number: 92100518
Client Project ID: Z—If�q f
Dear Mr. Bryson:,
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.• 828.252.4618
Enclosed are the analytical results for sample(s) received by the laboratory on August 9, 2005. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
%s Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
_. was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
;rncly,
liams
[e-mail]
Project Manager
Enclosures
Ashville Certification IN
NC Wastewater 40
REPORT OF LABORATORY ANALYSIS
NC Drinking Water 37712
This report shall not be reproduced, except in full,
SC Environment 99030
without the written consent of Pace Analytical Services, Inc.
FL NELAP E87648
\N `Co
O —"= : q0
,ate\�2
ep=
IA-'-
Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

1, .1 Analytical Results
Pace Analytical -Asheville For: 92100518
2225 Riverside Drive
Asheville NC 28804
Entered 8/10/2005
Reported: 8/11 /2005
Sample Remark
SamPle ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
050810-2
% Solids
TWSA Lime Res
52.9
%
SM2540B
8/10/05
CL
050810-2
Fecal Coliform MTF
TWSA Lime Res
<38
MPN/g
SM9221 CE
8/10/05
CL
RespeefFully submitted,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

t'J.l..
i aceAnal ical
i':'s —
www. pacelabs. cum
October 19, 2005
Mr. Stan Bryson" F'
Tuckasei466saater & Sewer Auth
.,t....-
1246;West'`Main Street
28779
RE: Lab Project Number: 92104168
Client Project ID: TWSA LIME RESIDUAL 9/28
Dear Mr. Bryson:
race Analytical Services, Inc.
98DD Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax., 704.875.9091
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.- 828.252.4618
Enclosed are the analytical results for sample(s) received by the laboratory on September 28, 2005.
reported herein conform to the most current NELAC standards, where applicable, unless September
28
body of the report. Results
otherwise narrated in the
Inorganic'Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
l
m Williams
[e-mail]
Project Manager
Enclosures
lsheville Certification IN
1C Wastewater
40
IC Drinking Water
37712
C
99030
_ NELAP
E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
,µ ACCO O
anel��i=
Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627-
a-

d Y.'R�iti
aceAnalytical °
www Pacelahs.com,
Solid results are reported on a
Lab Sample No: 926154139
Client Sample ID: TWSA LIME
Metals
Metals, Trace
Aluminum
Arsenic .-w`
,Unromi um
ilCopper
Lead
Magnesium
Molybdenum
Nickel
Potassium
Selenium
Sodium
Zinc
Date Digested
Mercury, CVAAS, in Soil
Mercury
Wet Chemistry
Percent Moisture
Percent Moisture
Nitrogen, Ammonia
Nitrogen, Ammonia
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
. uyc nII a2225aurvices, inc.
Rivers de Drive
Asheville, NC 28804
Phone: [phone]
Fax.- 828.252.4618
Lab Project Number: 92104168
'4 ght basis Client Project ID: TWSA LIME RESIDUAL 9/28
Project Sample Number: 92104168-002 Date Collected: 09/28/05 09:30
Matrix: Soil Date Received: 09/28/05 11:30
Results _ Units Report Limit Analyzed By CAS No. Qual RegLmt
Prep/Method: EPA 3050 / EPA 6010
4900
mg/kg
11.
0.85
mg/kg
0.56
ND
mg/kg
0.11
110000
mg/kg
11.
- 5.2
mg/kg
0.22
49.
mg/kg
0.22
3.8
mg/kg
0.56
1600
mg/kg
11.
0.61
mg/kg
0.56
2.8
mg/kg
0.56
830
mg/kg
110
0.70
mg/kg
0.56
160
mg/kg
110
110
mg/kg
1.1
10/05/05-11:45
10/07/05 23:10 SHB 7429-90-5
10/07/05 23:10 SHB. 7440-38-2
10/07/05 23:10 SHB 7440-43-9
10/07/05 23:10 SHB 7440-70-2
10/07/05 23:10 SHB 7440-47-3
10/07/05 23:10 SHB 7440-50-8
10/07/05 23:10 SHB 7439-92-1 .
10/07/05 23:10 SHB 7439-95-4
10/07/05 23:10 SHB 7439-98-7
10/07/05 23:10:SHB 7440-02-0
10/07/05 23:10 SHB 7440-09-7
10/07/05 23.:10 SHB 7782-49.2
10/07/05 23:10 SHB 7440-23.5
10/07/05 23:10 SHB 7440-66-6
10/05/05 11:45
Method: EPA 7471
0.13 mg/kg 0.0058 10/04/05 10:54 EWS 7439-97-6
Method: % Moisture
10.6 Y.
Method: EPA 350.1 Modified
13. mg/kg 11
10/03/05 11:11 TNS
10/06/05 08:00 BMF 7727-37-9
Total Kjeldahl Nitrogen, Soil
Method: EPA
351.2
Nitrogen, Kjeldahl, Total
5900
mg/kg
570
10/06/05
10:30 ARH
Nitrogen, Nitrate plus Nitrite
Method: EPA
353.2 Modified
Nitrate as N
Nitrate -Nitrite (as N)
ND
mg/kg
11.
10/03/05
19:45 CD1
26.
mg/kg
11.
10/03/05
19:45 CD1 7727-37.9
Phosphorus, Total, Soil
Method: EPA
365.2
Phosphorus
15.4
mg/kg
11.2
10/07/05
11:30 ARH 7723 14-0
Date: 10/19/05
Page: 1 of 14
I �
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 Charlotte Certification IDs '
NC Drinking Water 37712 This report shall not be reproduced, except in full, NC Wastewater 12
Sc ' 99030 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
FL NELAP E87648 0 ,N ^��oqo Sc 99006
FL NELAP
E87627
�! ��ac w

ace Analytical °
www. pacelabs. com
j
I
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax., 704.875.9091
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.' 828.252.4618
Lab Project Number: 92104168
Client Project ID: TWSA LIME RESIDUAL 9/28
Lab Sample No: 926154139 Project Sample Number: 92104168-002 Date Collected: 09/28/05 09:30
Client Sample ID: TWSA LIME RESIDUAL Matrix: Soil Date Received: 09/28/05 11:30
Parameters Results Units Report Limit Analyzed By CAS No. ual RegLmt
pH Method: EPA 9045
pH 10.4 units 10/11/05 11:30 TMR
A._.
y
Plant AvailablieNitrogen Method:
Nitrogen ` ' 1800 mg/kg 1.0 10/12/05 BMF 7727-37-9
Date: 10/19/05
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
Sc 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
,N ACCOA
Page: 2 of 14
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

Y_
aceAnal tical°
J
www. pacelahs, com ,".1
.i
PARAMETER FOOTNOTES
Method 907113fm6dified to use ASE.
uuuu nInucy nvcnua, vuuc I vv -1 ,..,,
Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Lab Project Number: 92104168
Client Project ID: TWSA LIME RESIDUAL 9/28
All pN free'"Chlorine, Total Chlorine and Ferrous Iron analyses conducted outside of EPA recommended immediate
hold time.:%`
ing on the moisture content the PRLs can be elevated for all soil samples reported on a dry weight basis.
2-Chloroethyl vinyl ether has been shown to degrade in the presence of acid.
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
Date: 10/19/05 Page: 3 of 14
As Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NO Wastewater 40 NO Wastewater 12
NO Drinking Water 37712 This report shall not be reproduced, except in full, NO Drinking Water 37706
SC 99030 without the written consent of Pace Analytical Services, Inc. SC 99006
,µ ACCpgO FL NELAP E87627
FL NELAP E87648
m 'lei

Analytical Results
Pace Analytical
9800 Kincey Avenue, Sui
Huntersville NC 28078
Entered 9/29/2005
Reported: 10/10/2005
Sample Remark
For: 92104168
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
050929-5
% Solids
926154071
54.5
%
SM25408
9/29105
CL
050929-5
Fecal Coliform MTF
926154071
37
MPN/g
. SM9221 CE
9/29/05
CL
Respectfully submitted,
Dena My
ers
NC Cert #440,
NCDW Cert #37755, .
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

race Hnaryuca► services, Inc.
9800 Kincey Avenue, Suite i00
Huntersville, NC 28078
ace Analytical Phone: [phone]
fax: -704.875.9091
www pacelabs cem.-'
is }
November 28, 2005
Mr. Stan Bryson
TuckaseigeeMWater & Sewer Auth
1246 West°Main Street
SylvafNC 28779
RE: Lab Project Number: 92107528 j
Client Project ID: '=Mpo�;C4 p L- )N t'
Dear Mr..Bryson:
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone [phone]
fax• 828-252.4618
Enclosed are the analytical results.for sample(s) received by the laboratory on November 15, 2005. Results
reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the
body of the report.
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
�!^ was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
vwilliams
[e-mail]
Project Manager
Enclosures
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
Sc 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
ACC H
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FLIELAP E87627

Analytical Results
Pace Analytical -Asheville For: 92107528
2225 Riverside Drive
Asheville NC 28804
Entered 11/16/2005
Reported: 11 /18/2005
Sample Remark * RAN OUT OF HOLD PER CLIENTS REQUEST!!*
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
051116-10
% Solids
926343278
55.8
%
SM2540B
11/16/05
CL
051116-10
Fecal Coliform MTF
926343278
<36
MPN/g
SM92210E
11/16/05
CL.
Respectfully submitted,
�`Ljena Myers
NC.Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIoN
TWSA LIME STABILIZATION
DAILY RECORD
DATE
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
—INITIAL PH
....................:.............................. .............
OPERATIONAL
3ELT PRESS SPEED, %,
'OLYMER PUMP SPEED, % 3
;LUDGE PUMP SPEED, % S GPM
0
IME FEED AUGER, % LBS/HR
IXER SPEED. %
ised 8/12103
2 HRS.
22 HRS.
TYPE USED - Q—
(TANKS MIXED t&jj_fL[_
I/6A- I to-)

fIf
I T M•
i
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E::=:=
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE
OPERATIONAL
3ELT PRESS SPEED, %
'OLYMER PUMP SPEED, % 39
LUDGE PUMP SPEED, % GPM
ME FEED AUGER, % LBS/HR
IXER SPEED, %
sed 8112/03
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
2 HRS.
22 HRS.
YPE USED �3
ANKS MIXED
1R
OPERATOR

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
ID -a
TWSA LIME STABILIZATION
DAILY RECORD
DATE
Outlet reached temp @ E::::�
PATHOGEN REDUCTION
0
G
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
< INITIAL PH
2 HRS.
22 HRS.
...:...............
OPERATIONAL
IELT PRESS SPEED,
OLYMER PUMP SPEED, % 3 7
LUDGE PUMP SPEED, % V.
GPM ( 199
ME FEED AUGER,
LBS/HR
XER SPEED, %
:ed 8112/03
YPE USED
ANKS MIXED

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
TWSA LIME STABILIZATION
DAILY RECORD DATE /c�nJ/d S DLJ C'J OLL+ LL v►l
'TART STOP � P P
// ��TOFFTAL
Outlet reached temp @ ====
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
2 HRS.
---� 22 HRS.. .
...........................I........................
OPERATIONAL
ELT PRESS SPEED, %
OLYMER PUMP SPEED, % 4D
_UDGE PUMP SPEED, % ®� GPM
WE FEED AUGER, %
LBS/HR
KER SPEED. %
ed 8112/03
OPERATOR
rANKS
OLYMER USAGE
ED
IXED

i
{
i
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @E:::�
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
2 HRS.
22 HRS.
...............:........................................
OPERATIONAL
:ELT PRESS SPEED, %
OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, % .
GPM
ME FEED AUGER,
LBS/HR
XFR SPEED, %
:ed.8/12/03
OPERATOR
POLYMER USAGE
YPE USED,
ANKS MIXED C
I 0� - �' 1�0 -s

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED °% SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
D6
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD /
DATEy / !o/ D
.5-
PRESS, % SOLIDS
[::::::::::=
TOTAL PRODUCTION, DRY TONS E====
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
.......................................
OPERATIONAL
IELT PRESS SPEED, %
'OLYMER PUMP SPEED, % 3
LUDGE PUMP SPEED, %
GPM iL'
ME FEED AUGER, % _tf
LBS/HR
'XER SPEED,
>ed 8/12103
2 HRS.
22 HRS.
YPE USED -� 3
ANKS MIXED
JTERS/TANK (P
III.$ ti5 s
OPERATOR

,L y
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
r
TWSA LIME STABILIZATION
DAILY RECORD
DATE
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
OP RATIONAL
3ELT PRESS SPEED, % rG
'OLYMER PUMP SPEED, % 3
LUDGE PUMP SPEED, % GPM__6 / P 5'
ME FEED AUGER, %
LBS/HR
IXFR SPEED,
sed 8/12103
2 HRS.
22 HRS.
(TYPE USED
TANKS MIXED
'73 lbw
OPERATOR

TWSA LIME STABILIZATION
DAILY RECORD
DATE
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E:::===
PATHOGEN REDUCTION
START STOP
T
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
_INITIAL PH
2 HRS.
22 HRS.
..........................................................
OPERATIONAL
:ELT PRESS SPEED, % L� POLYMER USAGE
OLYMER PUMP SPEED, % 3 PE USED
'_UDGE PUMP SPEED, % L- f ANKS MIXED
GPM S I ,
ME FEED AUGER, %
LBS/HR LITERS/TANK
XER SPEED, %
. y3,
:ed 8112/03

' e
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E:===
PATHOGEN REDUCTInm
TWSA LIME STABILIZATION
DAILY RECORD
DATE
DRY TON
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
2 HRS:
22 HRS.
...................................................
OPERATIONAL
ELT PRESS SPEED,
DLYMER PUMP SPEED, %
_UDGE PUMP SPEED, % GPM `7
WE FEED AUGER,
LBS/HR
XER SPEED, %
i
ed 8/12/03
;.;
OPERATOR
TYPE USED c3�C,
TANKS MIXED

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIoru
TWSA LIME STABILIZATION
DAILY RECORD
DATE %�� (o
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.....................................................
OPERATIONAL
IELT PRESS SPEED, %
OLYMER PUMP SPEED, % �J-
LUDGE PUMP SPEED, % GPM
ME FEED AUGER,
LBS/HR
XER SPEED. %
:ed 8112103
OPERATOR
PE USED t7 e
(TANKS MIXED
/00?. 2- 1 6-=;p

i1
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet -reached temp @
Outlet reached temp @ E===
PATHOGEN REDUCTinm
TWSA LIME STABILIZATION
DAILY RECORD
DATE --V) / 0 `'S-
OPERATIONAL
ELT PRESS SPEED, %
DLYMER PUMP SPEED, %
UDGE PUMP SPEED, % ��
. GPM ,
4E FEED AUGER, %
LBS/HR
(ER SPEED. %
W 8/12/03
36
a
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
INITIAL PH
2 HRS.
22 HRS.
............................................................
POLYMER USAGE
PE USED a
TANKS MIXED
/OP."� c(0,5

TWSA LIME STABILIZATION
DAILY RECORD
DATE lag- 10"e-
START STOP
RUN TIME, HRS � �' 2 1 S' TOTAL
igo
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTinni
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
-LT PRESS SPEED, %
)LYMER PUMP SPEED, %
UDGE PUMP SPEED, %
GPM
IE FEED AUGER, %
LBS/HR
`ER SPEED.
I anvos
PE USED
ANKS MIXED
--.� Lj-' 9 [61m
OPERATOR

i
TWSA LIME STABILIZATION
F DAILY RECORD
{ DATE
START �% t./D•Pi��6
RUN TIME, HRS STOP TOTAL
SLUDGE FEED, GALE:::��=
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E====
PATHOGEN REDUCTInni
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
................................................
OPERATIONAL
;LT PRESS SPEED, %
'LYMER PUMP SPEED, %.
JDGE PUMP SPEED, %
GPM
E FEED AUGER, %
LBS/HR
SPEED,
18/11?J03
OPERATOR
TYPE USED l ,�
TANKS MIXED l

RUN TIME, HRS
TWSA LIME STABILIZATION
J ea, 1 DAILY RECORD
d � DATE
` START
STOP TOTAL
� vc�
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp
Outlet reached temp @'E:�
PATHOGEN REDUCTImi
VECTOR ATTRACTION REDUCTION
22 HRS.
................................................
OPERATIONAL
LT PRESS SPEED, %
LYMER PUMP SPEED, %
JDGE PUMP SPEED, %
GPM
E FEED AUGER, %
LBS/HR
,SPEED,
8/12103
YPE USED
ANKS MIXED
I/TANK I to
TO

i
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTInm
TWSA LIME STABILIZATION
DAILY RECORD
DATE S DS .
VECTOR ATTRACTION REDUCTION
TIME
------ �INITIAL PH
2 HRS.
22 HRS.
...............................................
OPERATIONAL
'LT PRESS SPEED, % r
LYMER PUMP SPEED, % . g
1DGE PUMP SPEED, % GPM
E FEED. AUGER, % ICJ
LBS/HR
SPEED,
' 8/12/03
OPERATOR
YPE USED
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
! i DATE s
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIord
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
� INITIAL PH
2 HRS.
22 HRS.
.........................................................................................................
OPERATIONAL
:LT PRESS SPEED, % POLYMER USAGE
TYPE USED 3 3 oZ C
,LYMER PUMP SPEED,
JDGE PUMP SPEED, % TANKS MIXED
v GPM
E FEED AUGER, %
LBS/HR SPEED, LITERS/TgNK
_.:
10
18112J03

TWSA LIME STABILIZATION
DAILY RECORD
DATE t
RUN TIME, -HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E===
PATHOGEN REDUCTION
P.C-Lrvxp ke_"e(x.5''3+0py."
K-e-k--ps IG to %d
CL yv C6 ecj::: "
45
a�ea_ks bqjI
PRESS, % SOLIIDS[:]::����
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
—INITIAL PH
2 HRS.
22 HRS.
.................................................... ......... I ...............................................................................
OPERATIONAL r__
BELT PRESS SPEED, %
:'OLYMER PUMP SPEED, %
-LUDGE PUMP SPEED, % GPM
-IME FEED AUGER, % LBS/HR
41 SPEED, %
wised 8112103
_YPE USED �C
ANKS MIXED
-It'd � I I

TWSA LIME STABILIZATION
DAILY RECORD
DATE _ q /% L /%
01�3'
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO E=:=
Inlet reached temp @
E====
Outlet reached temp @ E===
PATHOGEN REDUCTION
iWAIN
7/Jo
0
PRESS , % SOLIDS =-= I
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
,1 OPERATIONAL
ELT PRESS SPEED, % `/ 7
OLYMER PUMP SPEED, %
_UDGE.PUMP SPEED, % GPM e6l
VIE FEED AUGER, % LBS/HR
�.._.l SPEED,
ced 8/12103
POL
YPE USED j
ANKS MIXED
ITERS/TANK 10
qR 1 'A Ib s
OPERATOR

TWSA LIME STABILIZATION
DAILY RECORD
Q
DATE
START STOP TOTAL
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS E::K=
Inlet reached temp @ E===
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
...............................................................................................
OPERATIONAL
BELT PRESS SPEED, %
'OLYMER PUMP SPEED, % 7
'>LUDGE PUMP SPEED, % GPM 3 cS`o
.IME FEED AUGER, % LBS/HR
SPEED, %
................................................................................
POLYMER USAGE
YPE USED oZ
ANKS MIXED ±SJA t
Ivised 8/12103 i
I
i
. I
i

TWSA LIME STABILIZATION .
DAILY RECORD
DATE/. z D s
RUN TIME, HRS
O DR)
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS I �1' PRESS. % SOLIDSE:::=:=
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ E===
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TON
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
.................................. ................................................... :.......................
OPERATIONAL POLYMER USAGE
BELT PRESS SPEED, % rTAN
USED R l k�
POLYMER PUMP SPEED, % S-MIXED I�
SLUDGE PUMP SPEED, % V GPM IQ �i \.
LIME FEED AUGER, % LBS/HR LITERS/TANK
i
VII;. l SPEED, %
tevised 8112103
: !'o'i
m
Q�.

START
RUN TIME, HRS �; t:Q,
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD)
-DATE
STOP TOTAL
____L��vs­s— —I—) a o 5-
SLUDGE FEED % SOLIDS PRESS, % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION RED
TEMPERATURE of
INTO OUT OF
TIME VESSEL VESSEL OPERATOR
DRY
UCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
............................................................................
�
OPERATIONAL
/
BELT PRESS SPEED, % ' I
POLYMER PUMP SPEED, % 3�-
SLUDGE PUMP SPEED, % GPM , 0 r
_IME FEED AUGER, % LBS/HR
dll)._ .,SPEED, %
evised 8112/03
(0T- 37 1y-,I

TWSA LIME STABILIZATION
DAILY RECORD
DATE 9 /off !
\l
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLID
S
LIME/SLUDGE RATIO
Inlet reached temp @ I 1
Outlet reached temp @E:�
PATHOGEN REDUCTION
4"'�p w4_5
k o."s +- p s +"j
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
..............................................................
OPERATIONAL
3ELT PRESS SPEED, %
'OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, %
GPM
IME FEED AUGER, %
LBS%WR'
I: SPEED, %
ised 8/12103

TWSA LIME STABILIZATION
DAILY RECORD
DATE �/ 1 ! P-5-
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TON
SLUDGE FEED % SOLIDS ! PRESS, % SOLIDS[::::::::=
LIME/SLUDGE RATIO E:== TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, % "/7-
POLYMER PUMP SPEED, % , 2 r-7
SLUDGE PUMP SPEED, % ­5 GPM • 3.
_IME FEED AUGER, % LBS/HR
01", ,: SPEED, %
evised 8112/03
.................................................................................
POLYMER USAGE
YPE USED
ANKS MIXED r

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD %
DATE 6) j
START STOP TOTAL
Oslo
r` 1700
DRY TON .
SLUDGE FEED % SOLIDS / PRESS, % OLIDS[j����
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outiet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
...........................................................................................................................................
OPERATIONAL
BELT PRESS SPEED, %�
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GpM
_IME FEED AUGER, % LBS/HR
UII, SPEED, %
revised 8/12103
YPE USED _ D-C� .
'ANKS MIXED

% I
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD
DATE. 0
START STOP TOTAL
19
,r b
TON
SLUDGE FEED % SOLIDS v �i PRESS, % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % .53 GPM f@ g
LIME FEED AUGER, % LBS/HR
VII: SPEED, %
levised 8/12103
POLYMER USAGE
YPE USED
ANKS MIXED
Cm

TWSA LIME STABILIZATION
DAILY RECORD
DATE
START STOP �;,;;�t , TOTAL
RUN TIME, HRS
DR`
SLUDGE FEED, GAL
LIME FEED, LBS,
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.........I ....................
OPERATIONAL
IELT PRESS SPEED, %40
'OLYMER' PUMP SPEED, %
LUDGE PUMP SPEED, % _� GPM 4
1j.
ME FEED AUGER, % LBS/HR
IJ, SPEED, %
ised 8112103
t
OPERATOR
POLYMER USAGE
YPE USED vi, C_
ANKS MIXED
/ l It.
'�-

TWSA LIME STABILIZATION
DAILY RECORD
DATE _ / 042 67
i—�
START STOP VITA I
RUN TIME, HRSd` ,5 C7�► I r/� _� p 1 t
SLUDGE FEED, GAL ® DR`
LIME FEED, LBS
SLUDGE FEED °k SOLIDS � � O I PRESS, °,6 SOLIDS[::::::::=
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
E====
Outlet reached temp @ E===
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.............................................................................
OPERATIONAL
IELT PRESS SPEED, % " C -3
OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, % �— GPM 6
ME FEED AUGER, % LBS/HR
11, SPEED, %
sed 8112f03
TON
OPERATOR
YPE USED 2
12 L'..
ANKS MIXED _tHLI ,

TWSA LIME STABILIZATION
' DAILY RECORD
DATE
START STOP
RUN TIME, HRS 3 `4 a, TOTAL
SLUDGE FEED, GAL o
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ E=::=
PATHOGEN REDUCTION
DRY -TON
VECTOR ATTRACTION REDUCTION
TIME
--.INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
IELT PRESS SPEED, %
OLYMER PUMP SPEED, %.d
LUDGE PUMP SPEED, % GPM �$
ME FEED AUGER, % LBS/HR
I: SPEED, % ll O
sed 8112/03
OPERATOR
.............................................
POLYMER USAGE
YPE USED
ANKS MIXED fl I
F

TWSA LIME STABILIZATION
DAILY RECORD
DATE �L j
i
RUN TIME, HRS
SLUDGE FEED, GAL I
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
.........................................................................
rr,A� OPERATIONAL
IELT PRESS SPEED, % —1
'OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, %� GPM
ME FEED AUGER, % LBS/HR
L ?SPEED, %
!sod 8/12/03
YPE USED 33_2_ C_
ANKS MIXED lQ
LITERS/TANK
, 9 !�S

TWSA LIME STABILIZATION
DAILY RECORD
DATE_
ST)
RUN TIME, HRS (�
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO E::=
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
�13(0
DR) Y TON
1 r 1
PRESS, % SOLIDS
[::::::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
.......................................................................
OPERATIONAL
;ELT PRESS SPEED, % �J
OLYMER PUMP SPEED, %
'LUDGE PUMP SPEED, % GPM
ME FEED AUGER, % LBS/HR
'SPEED, % ' a
sed 8/12J03
YPE USED J -a- (T—
ANKS MIXED y L
,up

TWSA LIME STABILIZATION
DAILY RECORD
DATE
START STOP TOTAL
RUN TIME, HRS VIPir
r
SLUDGE FEED, GAL DR`
LIME FEED, LBS
SLUDGE FEED'% SOLIDS • I I
—�_ PRESS, °k SOLIDS
[--
E�=
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ E:::=
Outlet reached temp @
E::::=
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
............................
OPERATIONAL
IELT PRESS SPEED, %
'OLYMER. PUMP, SPEED, % S
LUDGE PUMP SPEED, % GPM a.
ME FEED AUGER, % LBS/HR
:SPEED,
ised 8/12103
OPERATOR
YPE USED
ANKS MIXED _tKj[j_

LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @"
Outlet reached temp @
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE
TOT,
PRESS, % SOLIDS
[:::::=
TOTAL PRODUCTION; DRY TONS E:::=
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
......................................................................
OPERATIONAL
:ELT PRESS SPEED, %
OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, % C� GPM , g
ME FEED AUGER, % LBS/HR
.' SPEED, %
sed 8112/03
OPERATOR
POLYMER USAGE
YPE USED 02 C
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
DATE
i
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED °% SOLIDS L
PRESS, °% SOLIDS
[:::::::=
LIME/SLUDGE RATIO E:== TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ E====
Outlet reached temp @ E=:==
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
11
.,-3
/m
TIME
INITIAL PH
2 HRS.
22 HRS.
?OPERATIONAL
.LT PRESS SPEED, % (/
)LYMER PUMP SPEED, %
•UDGE PUMP SPEED, % 7 2' /{l
GPM
AE FEED AUGER, %
LBS/HR
SPEED, %
Dd 8/12103
OPERATOR
POLYMER USAGE
YPE USED
ANKS MIXED 114_qjL_
1`+3 lb-S

TWSA LIME STABILIZATION
i DAILY RECORD
DATE
START STOP
RUN TIME, HRS 1®.° l Q TOTAL
o _
SLUDGE FEED, GAL D3,7 , � Oh
LIME FEED, LBS
SLUDGE FEED % SOLIDS
PRESS, %SOLIDS
[�����
LIME/SLUDGE RATIO E:== TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @ E====
PATHOGEN REDUCTION -
VECTOR ATTRACTION REDUCTION
TIME
_INITIAL PH
--2 HRS.
22 HRS.
.....................................:............ ...........
OPERATIONAL
ELT PRESS SPEED,, % -76
DLYMER PUMP SPEED, %
_UDGE PUMP SPEED, % / / ?
.GPM
WE FEED AUGER, %
LBS/HR
"SPEED, %
ced 8/12103
OPERATOR
YPE USED
ANKS MIXED b �'fj
)A, 7
R

TWSA LIME STABILIZATION
DAILY RECORD
DATE,
I
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
oSTART STOP TOTAL
SLUDGE FEED °,6 SOLIDSE::a=
PRESS, °% SOLIDS
[����
LIME/SLUDGE RATIO E:::= TOTAL PRODUCTION, DRY TONS E::=:=
Inlet reached temp @ E===
Outlet reached temp @ E===
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
OPERATIONAL
IELT PRESS SPEED, %
OLYMER PUMP SPEED, %-3
LUDGE PUMP SPEED, % GPM `7 i
ME FEED AUGER, % LBS/HR
l �SPEED, %
sed 8/12/03
INITIAL PH
2 HRS.
22 HRS.
YPE USED ,7 --2
ANKS MIXED
m
OPERATOR

TWSA LIME STABILIZATION
DAILY RECORD
f '
DATES -
RUN TIME, HRS
'a
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS I
PRESS , e%SOLIDS
LIME/SLUDGE RATIO E:=== TOTAL PRODUCTION, DRY TONS E===
Inlet reached temp @ E====
0+
Outlet reached temp @ E=� Li � `
PATHOGEN REDUCTION / S + L` p °
TEMPERATURE OF VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
..................................................................
OPERATIONAL
ELT PRESS SPEED, %
DLYMER PUMP SPEED, %
_UDGE PUMP SPEED, % GPM Ste'
WE FEED AUGER, % LBS/HR
'SPEED, % /Q v
;ed 8/12103 k
4 � S
OPERATOR
E USED��
KS MIXED I t
�R�i i r1i�r< Cam'• �� I
1,70( '

�'
TWSA LIME STABILIZATION
r
DAILY RECORD
DATE
RUN TIME, HRS
START STOP TOTAL
SLUDGE FEED, GAL
DRYTON
LIME FEED, LBS
SLUDGE FEED °% SOLIDS
e
PRESS, % SOLIDS
E:::�
LIME/SLUDGE RATIO
E:� TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @E::::=
PATHOGEN REDUCTION
TEMPERATURE
INTO
of VECTOR ATTRACTION REDUCTION
OUT OF
TIME
VESSEL
VESSEL
OPERATOR
TIME
OPERATOR
INITIAL PH
2 HRS.
22 HRS.'
.................................................................... .
OPERATIONAL
ELT PRESS SPEED, %
POLYMER USAGE
TYPE USEDLj o2 L-
OLYMER PUMP SPEED,
% 3
TANKS -,MIXED
_UDGE PUMP SPEED, % GPM 3,
ME FEED AUGER, %
LBS/HR
)SPEED,%
LITERS/TANK
V5, U
>ed 8112103

Appendix D
2005
Lime Stabilization
Record of Operation

TWSA RESIDUAL.
ANNUAL OPERATION TOTALS
2006
SLUDGE FEED LIME FEED
Polymer Usage
Press Run
Time
Sludge Hauled to Landfill
DATE
% Solids
Gallons
Dry Ton
Dry Ton
$/Month
Ibs
$/Month
days
days with lime
hrs
$/day
Wet Ton
Tipping Fee
Haul Fee
Jan.
2.6
164,400
17.99
19.44
$1,769.04
371.8
$527.96
4
4
43.1
$646.50
Feb.
2.1
293,300
25.74
36.15
$3,289.65
572
$812.24
7
7
79.2
$1,188.00
Mar.
2.2
200,381
18.39
4.87
$443.17
441.1
$626.36
5
1
53.4
$801.00
53.82
$1,627.86
$1,200.00
Apr.
2.4
149,579
14.72
$0.00
462
$656.04
5
0
53.8
$807.00
63.66
$1,933.33 ,
$1,200.00
May
1.8
355,200
27.32
$0.00
837.8
$1,189.68
10
0
115.5
$1,732.50
66.01
$2,011.85
$1,200.00
Jun.
1.8
249,302
18.84
$0.00
627.8
$941.70
7
0
72
$1,080.00
137.10
$4,169.31
$2,400.00
Jul.
1.8
335,179
22.10
$0.00
598.6
$897.90
8
0
72.8
$1,092.00
93.69
$2,845.07
$1,600.00
Aug.
2.0
155,100
12.79
$0.00
418.2
$627.30
4
0
42.8
$642.00
79.73
$2,437.37
$1,600.00
Sep.
2.0
216,094
16.97
$0.00
542.2
$813.30
6
0
50.1
$751.50
85.55
$2,630.93
$1,800.00
Oct.
1.9
209,277
16.09
$0.00
585.1
$877.65
6
0
64.4
$966.00
83.06
$2,574.82
$1,800.00
.Nov.
2.2
78,968
7.13
$0.00
235.9
$353.85
3
0
26.6
$399.00
Dec.
2.4
193,426
19.161
1 $0.00
614.91
$922.351
61
01
60.6
$909.00
159.751
$4,890.89
$3,150.00
monthly
avg
2.1 216,684 18.10 20.15 1 $458.49 525.E 1 $770.53 1 6 61.2 $917.88
td total
2,600,206
217.24
60.46
$5,501.86
6,307.4
$9,246.32
71
12
734.3
$11,014.50
822.37
$25 121.43
$15,950.00
# of days press was run
71
Total # of hours press was ran
734.3
# of days lime was added
12
Avg. # of hours press was run/day
10.3
cost of dewatering/dry ton produced= $93.26
$/dry ton to treat to a Class A residual= $115.73
$/dry ton to dispose of in landfill= $262.86
Avg. Lime/sludge ratio 1.27 /1
Estimated Annual wet ton of Residuals produced 1143
Estimated Annual wet ton of Class A.Residual produced 216
Estimated Annual wet ton of Class A Residual distributed to the public 208
Total annual cost of Residual program for 2005 $66,834

TWSA LIME STABILIZATION
DAILY RECORD
DATE
RUN TIME, HRS I 1z 03
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS s 1
LIME/SLUDGE RATIO
Inlet reached temp @q.#0
Outlet reached temp @
PATHOGEN REDUCTION
TFMPFRATI IRF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
1
C-14i
177
19
STOP
-71
AL
TON
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS a
E "v V
VECTOR ATTRACTION REDUCTION
TIME l,L6� l3 ��-• 36 OPERATOR
0,3e INITIAL PH /�. Z
1r3
/ f3� 2 HRS.
22 HRS._ /
OPERATIONAL
BELT PRESS SPEED, % 7
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, LBS/HR
1�'_ SPEED, % 160
Revised 8/12103
POLYMER USAGE
TYPE USED��
TANKS MIXED_
I r . 1 110,5

t
RUN TIME, HRS
SLUDGE FEED, GAL
TWSA LIME STABILIZATION.
DAILY RECORD
DATE
START STOP TOTAL
®� 73V t . t
DRY TON
sue' L I "r
pC . 01—
LIME FEED, LBS
I .
/01 SI
SLUDGE FEED % SOLIDS
PRESS, % SOLIDS
LIME/SLUDGE RATIO
E:; /
TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
d .
PATHOGEN REDUCTION
TEMPERATURE of
INTO OUT OF
VECTOR ATTRACTION REDUCTION
.63 �,L,� : %f-l� 3� = , Id
TIME VESSEL
VESSEL OPERATOR
TIME 4 6 ' o %''�� J,t,�3� OPERATOR
13�
INITIAL PH
Ono
0,
/7/
2 HRS. / �r
Y
3 • /IV x o)
X0 /�r
1,LS ./6S- = / .I j
22 HRS. lZ/
5=a.�r
l95
171
IT I
..........................................................................................................
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
'SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, %�,� LBS/HR O I
SPEED, % Q
Revised 8112103
TYPE USED 33�
TANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
DATE l A2 L /(7 4;
i
START STOP TOTAL
RUNTIME, HRS f © Jr �-,
� ® (� n
SLUDGE FEED, GAL 1 a
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @ ��
Outlet reached temp @ E::�'�"�
PATHOGEN REDUCTION
OPERATIONAL
PRESS, % SOLIDS
E:::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
' 03 ('- s) = �% 7 _ • /`��
TIME /�(ps, 1 N/ -_ OPERATOR
°Z` o INITIAL PH �aL�
C.
2 HRS.
=J-
3 d 22 HRS. l ��
IELT PRESS SPEED, %
OLYMER PUMP SPEED, % Cp
LUDGE PUMP SPEED, % GPM S
ME FEED AUGER, % 63 LBS/HR
.3 SPEED, %
sed 8/12/03
USED 5g C ,
> MIXED
—NJ-L—
J1E_RS/TANK (42
�f.6f

TWSA LIME STABILIZATION
DAILY RECORD
z
DATE
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED °% SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
`1>0
d
Outlet reached temp @E::;��
PATHOGEN REDUCTION
OPERATIONAL
3ELT PRESS SPEED, % 7
'OLYMER PUMP SPEED, %
Uo
uKY TON
PRESS, °% SOLIDS
E:::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME �,� —, r,�3 = j1 OPERATOR
:LUDGE PUMP SPEED, % JG' 0 GPM `• �d—
IME FEED AUGER, % LBS/HR
SPEED, %
ised 8/12103
INITIAL PH_
t,- = /s1
2 HRS.
22 HRS. /0111
YPE USED —]f ; c
ANKS MIXED
♦� 1
0
), /7

TWSA LIME STABILIZATION
DAILY RECORD
� A DATE ��0,5
( I
START STOP TOTAL
RUN TIME, HRS %J `7 ! 30 e /�
SLUDGE FEED, GAL
LIME FEED, LBS
J� T
ff TON
Il
SLUDGE FEED % SOLIDS L
LIME/SLUDGE RATIO
Inlet reached temp @ %
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATURE of
INTO OUT OF
eo�8ri.D
`/ S-
...................................................
PRESS, % SOLIDS
[:::::::�
TOTAL PRODUCTION, DRY TONS
E:E=
VECTOR ATTRACTION REDUCTION
TIME /oL- `/-'./ /�- a-9.1;
OPERATOR
30 INITIAL PH /)--3
dr
2 HRS.
903(Xi-- �(. 0 W? he-
22 HRS. /eZ /11
OPERATIONAL
3ELT PRESS SPEED, % 33
'OLYMER PUMP SPEED, %
;LUDGE PUMP SPEED, % GPM go
IME FEED AUGER, % C LBS/HR 01q l
!' �R SPEED, %
iised 8/12/03
YPE .USED3 0�
ANKS MIXED
536-,

TWSA LIME STABILIZATION
DAILY RECORD
DATE S
START
STOP TOTAL
RUN TIME, HRS 8
s
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
,
LIME/SLUDGE RATIO
EE7=
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATURE of
TIME
INTO
VESSEL
OUT OF
VESSEL OPERATOR
I
a
01
d00 EC
197 �.
lye-
'7=0-0 I Icy I A7
PRESS, % SOLIDS
E=== ,
TOTAL PRODUCTION, DRY TONS EID=
VECTOR ATTRACTION REDUCTION
TIME /� a 3_��� OPERATOR
L-ia—INITIAL
/P'H
2HRS.
ID-3 22 HRS r 3 2r-
-LAY _,e
OPERATIONAL
BELT PRESS SPEED, % 3
°OLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM -7JS®
.IME FEED AUGER, %_ I LBS/HR t%
/I' 4 SPEED, '%
:vised 8112103
YPE USED���
ANKS MIXED
_ITERS/TANK C G`
.?5- y

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS.
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE _ �/oldd;
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME ��� OPERATOR
/ 7 5- INITIAL PH-
22 HRS. 02 0
.....................................................................................
OPERATIONAL
BELT PRESS SPEED, % _ a�
'OLYMER PUMP SPEED, % 3 3
SLUDGE PUMP SPEED, % GPM
IME FEED AUGER, % L10 LBS/HR OS
�. R SPEED, '% -_ 7
wised 8/12103
YPE USED � B-
ANKS MIXEDy I-
Im

TWSA LIME STABILIZATION
DAILY RECORD
t �
DATE l3
START STOP TOTAL
RUN TIME, HRS -D '7 h l
SLUDGE FEED, GAL �� I S 3� ?are
LIME FEED, LBS 1 : 0 I C/Qd -7 , I 4. s 1
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @ 3
Outlet reached temp @ -1 0
PATHOGEN REDUCTION
TEMPERATIIRF nF
TIME .
INTO
VESSEL
OUT OF
VESSEL
*,3
)qq
—OPERATOR
�eqo
,�2
e4
3 c ;-3
`�r
J ire
OPERATIONAL
BELT PRESS SPEED, % -pl' 6
POLYMER PUMP SPEED, % Z 3
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS �o
SLUDGE PUMP SPEED, % GPM Jr-%.
LIME FEED AUGER, % LBS/HR
M )R SPEED, % /_00
Revised 8112103
VECTOR ATTRACTION REDUCTION
TIME ,39T OPERATOR
ie. INITIAL PH /2, /
a� 2 HRS.s�L
IA' r /;. 9=-/ _ r/
r-
�� 22 HRS.
POL
YPE USED 13a C
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
r DATE
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
START
1 /.16-0 ,:?® 1 1L 111 1
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ 03
PATHOGEN REDUCTION
TEMPERATI IRF nF
INTO
TIME VESSEL
OUT OF
VESSEL
OPERATOR
�10
):03
AK
OPERATIONAL
BELT PRESS SPEED, % 33
DRY
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
-03
TIME �a= OPERATOR
INITIAL PH
_ 2 HRS.,
:3 `� 22 HRS.
POLYMER PUMP SPEED, % 3 3
SLUDGE PUMP SPEED, % 60 GPM -7 �' 6'
LIME FEED AUGER, % -.S-� 1 LBS/HR 10)
M Z SPEED, % /D (
ievised a/12/03
YPE USED
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
c x.
RUN TIME, HRS
SLUDGE FEED, GAL
LIME 'FEED, LBS
DATE
START STOP TOTAL
f
DRY TON
I. D I 70 3,q I I. 4. 5a I
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @ ®r .
PATHOGEN REDUCTION
TFMPFRATI IRF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
1_Y6
jqy
e
A
10
No
1 313
C,o
pqo
lie
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS �° f
VECTOR ATTRACTION REDUCTION
TIME ��,�0 : ! 7y =��''� OPERATOR
V � INITIAL PH
lee 2 HRS.
/
d� 22'HRS. 3
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, % -3
SLUDGE PUMP SPEED, %S GPM g
LIME FEED AUGER, %J LBS/HR°� 6
N R SPEED, % , f Q 0
Revised 8/12103
YMER
TYPE USED SO -,
TANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
t x DATE )d lei
START STOP TOTAL
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS I . 0
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp
Outlet reached temp @ 3
PATHOGEN REDUCTION
TIME
INTO
I VESSEL
OUT OF
VESSEL
OPERATOR
:�
�ro
OPERATIONAL
BELT PRESS SPEED, % q
POLYMER PUMP SPEED, % 3 -3
TON
'd.. / 7S
PRESS, % SOLIDS b ��
TOTALPRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME �� �•2J — �f.G)
OPERATOR
INITIAL PH
2 HRS.d�
S_ 22 HRS. .
SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, % LBS/HR
N R SPEED, % _ �LO
Zevised 8112103
POL
YPE USED 0-
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
Y
DATE 3
START STOP TOTAL
RUN TIME, HRS T aS�- 1 '7 f 30 If
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS [::::::[=
LIME/SLUDGE RATIO EE!=
.Inlet reached temp @
Outlet reached temp @ Cf ;
PATHOGEN REDUCTION
INTO I OUT OF
1 1.5
RIP
"7
'S
0
r �
let
PRESS , % SOLIDS
[:����
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME 7y % %� , q�1� OPERATOR
r? INITIAL PH A
-0.� Cap _ N,
rj,6 � a/`
2 HRS. lam_
31 Ot 7 22 HRS.
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, % " 6'7 LBS/HR t7
U � SPEED, %
Ievised 8H2/03
YPE USED
ANKS MIXED _$4L_
3'A (65

TWSA LIME STABILIZATION
DAILY RECORD
DATE
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS �� I PRESS, % SOLIDSI
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
....................................................................................
OPERATIONAL FNKSMIXED
YMER USAGE
3ELT PRESS SPEED, % USED
'OLYMER PUMP SPEED, % 3
>LUDGE PUMP SPEED, % � � GPM
JME FEED AUGER, % LBS/HR
K 40
SPEED, % I - 1 105
vised 8/12103

TWSA LIME STABILIZATION
DAILY RECORD
It if
DATE---? o�,3 A j
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS I . N I!�,Iel
SLUDGE FEED % SOLIDS I p( .1 ! I
LIME/SLUDGE RATIO E::==
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
PRESS, % SOLIDS
[::::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.................................................................................
OPERATIONAL POLI
BELT PRESS SPEED, % 3
POLYMER PUMP SPEED, % 3
SLUDGE PUMP SPEED, % GPM <, -77
.IME FEED AUGER, % LBS/HR
MYER SPEED, %
0
:vised 8112103
OPERATbR
YPE USED 02 Ci
ANKS MIXED
qla (bs

TWSA LIME STABILIZATION
DAILY RECORD
DATE
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS I . fib j� I
SLUDGE FEED °% SOLIDS PRESS, °% SOLIDS[:::::�=
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
E::::=
Inlet reached temp @ E===
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM
_IME FEED AUGER, % LBS/HR
RIVER SPEED, %
evised 8/12103
YPE USED - 3 aZ G
ANKS MIXED
FID Ib s
m

* x
I. )
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO `
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE >� /
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, % _,aJ
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, %i GPM
_IME FEED AUGER, % LBS/HR
JI["FR SPEED, %
evised W2/03
TYPE UDEED
3
G
TANKS
_1TERS/TANK i
91A vb5'

TWSA LIME STABILIZATION
x r
DAILY RECORD
DATE - 41a010
START STOP TOTAL
RUN TIME, HRS g l D gro0 it w L
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED °% SOLIDS
LIME/SLUDGE RATIO I
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
/ •
PRESS, °% SOLIDS
[::::::::::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.....................................................................................................
OPERATIONAL
BELT PRESS SPEED, % _ 3
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM 113e
_IME FEED AUGER, % LBS/HR
JI( ,Z SPEED, %
evised 8112103
TON
51 �
OPERATOR
YPE USED 4 �'.g
ANKS MIXED
44&�-
10 6Is

TWSA LIME STABILIZATION
s. y
DAILY RECORD
DATE���
{
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS Q
LIME/SLUDGE RATIO E::�
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
PRESS, % SOLIDS
E:::=:=
TOTAL PRODUCTION, DRY TONS E:::=
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
......................................................................................................
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM �hr
.IME FEED AUGER, % LBS/HR
A RSPEED, %
wised 8/12/03
YPE USED ' g
ANKS MIXED N 11
qsl�. 1/0 5

TWSA LIME STABILIZATION
r. DAILY RECORD
DATE _�r� �
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS PRESS, % SOLIDSI l
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
......................................
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM
.IME FEED AUGER, % LBS/HR
A; .� SPEED, %
wised 8112J03
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
YPE USED$
ANKS MIXED
-5-6 1105

TWSA-LIME STABILIZATION
X
DAILY RECORD
DATE ;Z�*7 JV S
i
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS PRESS, °% SOLIDsE::==
LIME/SLUDGE RATIO E== TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TO
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
3ELT' PRESS SPEED, % J
'OLYMER PUMP SPEED, % :3 -7
SLUDGE PUMP SPEED, % GPM I I
IME FEED AUGER, % LBS/HR
1 � SPEED, %
vised 8/12(03
POLYM,,E/IR USAGE
YPE USED ``C P64,6
ANKS MIXED
M. I b.5

TWSA LIME STABILIZATION
DAILY RECORD
DATE ' `19
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS • PRESS, % SOLIDSL____=
LIME/SLUDGE RATIO E=== TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
......................................................................................
OPERATIONAL
3ELT PRESS SPEED, % �3 3
'OLYMER PUMP SPEED, %
;LODGE PUMP SPEED, % GPM
IME FEED AUGER, % LBS/HR
i Z SPEED, %
eised MOM
OPERATOR
YPE USED
ANKS MIXED
(;� 4 1, 1b 's
6

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
CJ
TWSA LIME STABILIZATION
DAILY RECORD
DATE L3l
SLUDGE FEED % SOLIDS I
LIME/SLUDGE RATIO E::::=
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
I
PRESS, % SOLIDS
E--::=
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
_INITIAL PH
2 HRS.
22 HRS.
...............................................................
OPERATIONAL
BELT PRESS SPEED, % :33
'OLYMER PUMP SPEED, %
>LUDGE PUMP SPEED, % GPM ''
.IME FEED AUGER, % LBS/HR
11"aR SPEED, %
l
vised 8112103
PE USED A2 6��3
ANKS MIXED
rim

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
TWSA LIME STABILIZATION
DAILY RECORD
DATE �i9s
PRESS, "%
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
E===
Outlet reached temp @
PATHOGEN REDUCTION 10ECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
..................................................................................
OPERATIONAL FLITERS/TANK
YMER USAGE
BELT PRESS SPEED, % USED
POLYMER PUMP SPEED, % 3 0 {
DSLUDGE PUMP SPEED, % GPM_IME FEED AUGER, %LBS/HR
dii"ER SPEED, %
i
evised 8/12/03
I
I

TWSA LIME STABILIZATION
DAILY RECORD
r
DATE _ S I / ®l
START STOP TOTAL
RUN TIME, HRS; '%; ofP QQ fEW_ d I
e
SLUDGE FEED, GAL I I goo
LIME FEED, LBS
TON
u
SLUDGE FEED % SOLIDS ` PRESS, % SOLIDS[�:�
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS y
Inlet reached temp @
Outlet reached temp @.
PATHOGEN REDUCTION VECTOR ATTRACTLON REDUCTION
TIME
OPERATIONAL
BELT PRESS SPEED, % S
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % L�IA GPM_
LIME FEED AUGER, %° t LBS/HR
MIXER SPEED, %
r
,avised 8/12103 `
OPERATOR
INITIAL PH
2 HRS.
22 HRS. -
......................................................................
POLYMER USAGE
YPE USED _ q? ip �
ANKS MIXED
.ITERS/TANK
9'vol [(-is

TWSA LIME STABILIZATION
DAILY RECORD
DATE ,5—fl ® 6-
START
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED e% SOLIDS
LIME/SLUDGE RATIO
Inlet.reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
e
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
.....................:.......................................................:....
OPERATIONAL
BELT PRESS SPEED,
POLYMER PUMP SPEED, % 3S
SLUDGE PUMP SPEED, % J-D GPM 6 1, 71
_IME FEED AUGER, % LBS/HR
JIIXER SPEED, %
evised..8112103
(TYPE USED AE6 1
TANKS MIXED 1
_ITERS/TANK
9'77,� 1��
OPERATOR

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
-----------------------
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
DATE o��02
START STOP TOTAL
j
©�, 1 l 0
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL el
BELT PRESS SPEED, % 3-5-
POLYMER PUMP SPEED, % 3
SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, % LBS/HR
MIXER SPEED, %
tev'sed 8112J03 '
YPE USED _ f (o 4
ANKS MIXED
�7 - 6 1 �o5

TWSA LIME STABILIZATION
DAILY RECORD
DATE
{
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
1
SLUDGE FEED % SOLIDS m
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
..... ............................ ..........
PRESS, °% SOLIDS
[����
TOTAL PRODUCTION, DRY TONS E:ZLR�
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH.
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, % 3S
SLUDGE PUMP SPEED, % GPM
—w4—
JME FEED AUGER, % LBS/HR
dUXER SPEED, %
t
evised 8/12103
TYPE USED 6
TANKS MIXED
_ITERS/TANK

TWSA LIME STABILIZATION
DAILY RECORD
s
DATE —5 solaS /o
RUN TIME, HRS
SLUDGE FEED, GAL 411 40t!
LIME FEED, LBS
TO
SLUDGE FEED % SOLIDS PRESS ,',6 SOLIDSE���'
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS ,
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
OPERATIONAL
BELT PRESS SPEED, % 3-7
POLYMER PUMP SPEED, % 3
SLUDGE PUMP SPEED, % GPM5,�
LIME FEED AUGER, % LBS/HR
MIXER SPEED, %
evised 8/12/03
TYPE USED ji&
TANKS MIXED
i �,

TWSA LIME STABILIZATION
DAILY RECORD
1 DATE
START STOP TOTAL
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBSI JV D I I
SLUDGE FEED % SOLIDS PRESS, % SOLIDSE:::::=
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
EIE=
Inlet reached temp @ E===
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
............................:.............................................................
OPERATIONAL
BELT PRESS SPEED, % 3
POLYMER PUMP SPEED, % 3
SLUDGE PUMP SPEED, % GPM_ &t �O
LIME FEED AUGER, % LBS/HR
MIXER SPEED, %
revised 8/12/03
OPERATOR
............................................................
POLYMER USAGE
YPE USED .7
ANKS MIXED
IMI

Y .
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD
DATE 97
Jw /
SLUDGE FEED % SOLIDS +
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATUREoF
INTO OUT OF
TIME VESSEL VESSEL OPERATOR
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
`T
SLUDGE PUMP SPEED,
510
%
GPM
LIME FEED AUGER, %
LBS/HR
A^"'c:R SPEED, %
Revised 8/12/03
2 HRS.
22 HRS.
..........................................................................................................
POLYMER!r _USAGE
PE USED
TANKS MIXED
I�5

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD
DATE
START STOP TOTAL
®: 60
DRY TON
SLUDGE FEED % SOLIDS PRESS, % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS • '
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
7 URE OF
OUT OF
TIME I VESSEL
TIME
INITIAL PH
2 HRS.
22 HRS.
.........................................................................................................................:...........................................
OPERATIONAL
BELT PRESS SPEED, % 37
POLYMER PUMP SPEED, % 3
SLUDGE PUMP SPEED, % -O GPM
LIME FEED AUGER, % LBS/HR
MIXER SPEED, %
f
Revised 8112/U3
OPERATOR
PE USED 0% (�
TANKS MIXED
'�-7 7- co 16 <z,

f
' r
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIM
TWSA LIME STABILIZATION
DAILY RECORD
DATE
START
1 () o 190
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS..
......................................................
OPERATIONAL
3ELT PRESS SPEED, % 40
-OLYMER PUMP SPEED, % �
LUDGE PUMP SPEED, % GPM• 3
ME FEED AUGER, %
LBS/HR
IXER SPEED, %°
sed 6112103
USED
3 MIXED
TON
OPERATOR

TWSA LIME STABILIZATION
DAILY RECORD
y DATE - "/ OS6.
START
RUN TIME, HRS E:RM=
SLUDGE FEED, GALE:2��
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIom
DRY TON
VECTOR ATTRACTION REDUCTION
TIME
INITIAL PH
2 HRS.
22 HRS.
................................... :.........................................
OPERATIONAL
3ELT PRESS SPEED, %
'OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, % GPM r
ME FEED AUGER,
LBS/HR
IXER SPEED, %
sed a/12/03
OPERATOR
POLYMER USAGE
��
PE USED
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
DATE �p p
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTIori
$s �� r - �tJIAL
g- �®Q DRY TON
#-, f. .
OPERATIONAL
IELT PRESS SPEED, %
OLYMER PUMP SPEED, %
LUDGE PUMP SPEED, % GPM �3 p
ME FEED AUGER, %
LBS/HR
XER .SPEED,
--------------
ced W1003
VECTOR ATTRACTION REDUCTION
TIME
OPERATOR
INITIAL PH
�. 2 HRS.
22 HRS.
PE USED J,3a- C_
ANKS MIXED t
_ITERS/TANK `lam I
I161 fto's

( • s
t
RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TWSA LIME STABILIZATION
DAILY RECORD
�
DATE _(p �/ 7 /0
—T
f DRY TON
PRESS, % SOLIDS
[:::��
TOTAL PRODUCTION, DRY TONS
OPERATIONAL
BELT PRESS SPEED, o!o�7
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % Aj ® GPM .
LIME FEED AUGER, % LBS/HR
MIXER SPEED, %
I i
Revised 8112103
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
INITIAL PH
2 HRS.
22 HRS.
POLYMER USAGE
YPE USE
ANKS MIXED
10
97, � I(o-5