WQ0005763_2009 Annual Report_20100311

-rw5 A � P
2,009 S�� C)
Annual Report Review Class A Distribution
1. Class A Annual Distribution and Marketing/Surface Disposal Certification Form
• Was a certification form submitted? y�S
e Was distribution conducted during the reported year? y45
• How many dry tons were distributed? -10.5, $ p-r
• Were the distributions within the permitted amount? y e5 PLt m:, = 25D OT
• Were recipients information listed? y�_T
• Did it indicate compliance? No
• Was form complete?
• Was it signed by the appropriate people? �e
2. Monitoring
• Were the analyses conducted at the required frequency?y4_7
• Were the metals analyses reported on the Residual. Sampling Summary Form? yam}'
• Were the results reported in mg/kg? I e5
• Were the metals within ceiling concentration permit limits? y4-5
• Were the metals within monthly average concentration permit limits? yes
• If no, were the lab analyses attached?
• Were all the required parameters tested? y �s
• Was TCLP analysis conducted?yaS cor�osl 9�nTl ReaL�. -� 1�do
• Were the TCLP contaminants within regulatory limits? jes
3. Pathogen and Vector Attraction Reduction
• Was a signed copy of the P'qa�hogen and Vector Attracti�p Reduction Form subrp'tted? Yes
• Did'4he form indicate t ie period of coverage, the residual class, and the pathogen reduction alternative and the
vector attraction reduction option used? ✓ /
• Was the ap ropriate documentation to show pathogen and vector attraction reduction included in the report?
• Was pathogen and vector attraction reduction demonstrated according to 40 CFR Part 503 or 2T?
4. General
• Was the report in the proper formaVy e-5
• Were any parts of the annual report missing?
Was the report submitted on time? 7j o
) NaV-y0j0-PC-t%13

Class A Pathogen Review
To be Class A, residuals shall meet either fecal coliform density or salmonella density.
Fecal coliform density
• Was the sampling conducted at the required frequency?�
• Were multiple samples taken? Y'-0s I
• Was each sample less than 1000 MPN/gram of total solids? Y �S �l $ %� s� Pl a `''a-�`l z�
Salmonella density
• Was the sampling conducted at the required frequency?
• Were multiple samples taken?
• Was each sample less than 3 MPN/4 grams of total solids?
To be Class A, residuals shall meet one of the following alternatives:
Alternative 1 - Time/Temperature.
• Were the residuals maintained for correct time and temperature?
• Were logs submitted showing time and temperature?
• Were temperatures within range for complete time period?
Alternative 2 - Alkaline Treatment
• Were logs submitted showing time and temperature?
• Was the pH raised to 12 or greater and maintained for 72 hours or longer?
• Was the temperature 52°C (1267) for 12 hours or longer while the pH was 12 or greater?
• Were logs submitted showing time and pH?
• Was the temperature corrected to 25°C (77°F)?
Alternative 3 -Prior Testing for Enteric Viruses/Viable Helminth Ova
• Were residuals analyzed prior to the pathogen reduction treatment?
• Prior to treatment were, the density of enteric viruses less than one Plaque -forming Unit per four grams of
total solids; or
was the resultant density after pathogen treatment less than one Plaque -forming Unit per four grams of
total solid?
OR
Prior to treatment were, the density of viable helminth ova less than one per four grams of total solids; or
was the resultant density after pathogen treatment of viable helminth ova less than one per four grams of
total solids?
Were the operating parameters documented to the satisfaction of the Division?
Alternative 4 -No Prior Testing for Eriteric VirusesNiable Helminth Ova
• Was the density of enteric viruses less than one Plaque -forming Unit per four grams of total solids at the
time the residuals were prepared for sale or given away?.
OR
• Was the density of viable helminth ova less than one per four grams of total solids at the time the
residuals were prepared for sale or given away?

Alternative 5 - Process To Further Reduce Pathogens
PFRP Composting
• Were the within -vessel method or static aerated pile methods used?
Was the residuals temperature maintained at 55°C (131OF) or higher for three consecutive days or longer
in the within -vessel method or static aerated pile method?
OR
• Was the windrow composting method used?
• Was the residuals temperature maintained at 55°C or higher for 15 consecutive days or longer in the
windrow method, and the windrow turned a minimum of five times during this time?
PFRP Heat Drying
• Was the residuals dried by direct or indirect with hot gases and moisture content of residuals reduced to
10% or lower?
• Did. the temperature of the residuals or the of the wet bulb temperature of thegasin contact with the
residuals as they leave the dryer exceed 80°C (176°F)?
PFRP Heat Treatment
• Were the residuals liquid during treatment?
• Were the residuals heated to a temperature of 180°C (356°F) or higher, for 30 minutes?
PFRP Thermophilic Aerobic Digestion
• Were the residuals liquid during treatment?
• Was it an aerobic process with agitation?
• Was the mean cell residence time 10 consecutive days. at 55°C (131°F) to 60°C (140°F)?
PFRP Beta Ray Irradiation
• Were residuals radiated with beta rays at dosages of at least 1.0 megarad at room temperature
[approximately 20°C (68°F)]?
PFRP Gamma Ray Irradiation
• Were residuals radiated with gamma rays from certain isotopes, such as Cobalt 60 and Cesium, 137; at
dosages of at least 1.0 megarad at room temperature [approximately 20°C (68°F)]?
PFRP Pasteurization
• Was the temperature of the residuals maintained at 709C (158°F) for 30 minutes or longer? Y---5

Vector Attraction Reduction Review
• Was the sampling conducted at the required frequency?
389% Volatile Solids Reduction
• Was there 38% reduction?
• . Were lab sheets/calculations in report?
• Was the reduction on volatile solids (not -total solids)?
• Was the samples taken at beginning of digestion process -and before application
(Inspection)?
• Were calculations correct?.
40-.Day Bench Scale Test
• Were residuals from anaerobically digested treatment (Inspection)?
• Were residuals anaerobically digested in lab?
• Was the test run for 40 days? ' .
• Was the test done between 30°C (86°F) and 37°C (99°F)?
• Was the reduction on volatile solids (not total solids)?
• Was the reduction lessthan 17%?
• Were lab sheets/calculations in report? .
• Were calculations correct?
30•-Day Bench Scale Test
• Were residuals from aerobically digested treatment (Inspection)?
• Were residuals aerobically digested in lab?
• Were residuals 2% or less total solids?
• Was the test run for 30 days?
• Was the test done at 200C (68°F)?
• Was the reduction on volatile solids (not total solids)?
• Was the reduction less than 15%?.
• . Were lab' sheets/calculations. in report?
• Were calculations correct?
SRecific Oxygen Uptake Rate (SOUR)
• Were residuals from aerobically digested treatment (Inspection)?
• Were residuals 2% or less total solids (dry weight basis) (not diluted)?
• Was the test done between 10.°C (50°F) and 30°C (86(F)?
• Was the temperature corrected to 20°C (68°F)?
• Was the SOUR equal to or less than 1.5 mg of oxygen per hour per gram of total residual
solids (dry weight basis)?
• Was the sample holding time under two hours?
• Was the test started within15 minutes of sampling or aeration maintained?

r
.r
3,
,
14-Day
Aerobic Process
•
Were residuals_ from aerobically digested treatment (Inspection)?
•
Were the residuals treated for 14 days?
Was the residuals .temperature higher than 400C (104T) for the 14-day period?
•
Was the average residuals temperature higher than 450C (1130F)? .
Alkaline Stabilization E
•
Was the pH of the residuals raised to 12 or higher by the addition of alkali?s
Did the pH -of residuals remain at 12 or higher for two hours without the addition
of more alkali? v5
•
Did the pH of residuals remain at 11.5 or higher for an additional twenty-two
hours without the addition of more alkali? vo
•
Was the pH corrected to 25°C (770F)?� 5
Drying
of Stabilized Residuals
•
Does the residuals contain any unstabilized residuals?
•
Were the residuals mixed with any other materials?
•
Were the, residuals dried to 75% total solids?
Drying
of Unstabilized Residuals
Were the residuals mixed with any other materials?`
•
Were the residuals dried to 90% total solids?
Injection .
•
Was there any significant. amount of residuals on land surface one hour after
injection (Inspection)?
•
Was injection done on pasture or hay field?
•
.Was injection done at time that crop was growing?
If Class A with respect to pathogen,'were residuals injected within eight hours
after discharge from pathogen treatment?
Incorporation
•
Were the residuals incorporated into the soil within six hours after application?,
•
Was incorporation done on pasture or hay field?
•
Was incorporation done at time that crop was growing?
•
If Class A with respect to pathogen, were residuals incorporated within eight
---- -----------hours-after-disc-har-ge-frompathogen-tr-eatrnent?
_-__--_—_

� EVE
MAR 22 N O
P'c'r``'s�Cul O
/'±ian�lflCe
yf
-ti
o
January 26, 2010
DENR/DWQ/Water Quality Section
Non -Discharge Compliance Unit
1617 Mail Service Center
Raleigh NC 27699-1617
Attn: Non -Discharge Compliance Unit,
Enclosed is the Annual Residuals Report for the Tuckaseigee Water and Sewer Lime
Stabilization facility (permit #WQ0005763) for the period of January 1, 2009 - December
31, 2009.
Should you have any questions or if I can provide you any additional information, please
don't hesitate to contact me.
Sincerely,
Stan Bryson
Wastewater Plant Operations Superintendent
Tuckaseigee Water & Sewer Authority
Enc.
1c��Occ�atcO apGG

TABLE OF CONTENTS
(1) REPORTING REQUIREMENTS/PERTINENT INFORMATION
(2) CERTIFICATION
APPENDIX
(a) 2009 distribution and marketing summary
PartA&B
(b) Annual Residuals Sampling Summary Form
(c) 2009 Residuals Analysis Lab Sheets
(d) TCLP analysis
(e) Annual Pathogen and Vector Attraction Reduction Forms
(fl Pathogen & Vector Attraction Reduction Lab Sheets/Records
(g) 2009 sludge production data

ANNUAL SEWAGE SLUDGE REPORT
OF
TUCKASEIGEE WATER AND SEWER
AUTHORITY
PLANT # 1-NPDES # NCO039578
(WQ0005763)
for the period of
January 1, 2009-December 31, 2009
as required by
40 CFR, PART 503
STANDARDS FOR THE USE OR
DISPOSAL OF SEWAGE SLUDGE

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 # NCO039578
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
e-mail: [e-mail]

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 Sth day of February, 2009
Stan Bryson, Wastewater Superintendent
1

Appendix (a)
2009
Distribution and
Marketing
Summary
(Part A)

ANNUAL DISTRIBUTION AND MARKETING/ SURFACE DISPOSAL CERTIFICATION AND SUMMARY, FORM
PERMIT #: OnO S % 3 FACILITY NAME:
PHONE: �_ ace -9 31 aCOUNTY: r��Ci�i s0 n OPERATOR:
FACILITY TYPE lease check one): -- �
� ) Surface Disposal'(com lete P t A S
Was the facilitv in
p ar ( ource(s) and Resi u
Distribution and Marketing (complete Parts A, B, and C)
the past, calendar. year?. Yes. . ❑No No.If No skip parts A,
Part A*:
IMonth Sources(s) (include NPDES # if T '. v applicable) Amendment/
er
ber
tons)
Residual In `Product Out
! i otais: I Annual (dry tons): 91.1 u c; _ Q r; r, n
. . Name(s).
a, in • • v oiume only) and Part C)
C and certify form below
Part B*•
not Information
olume (dry tons)I- Intended use(s)
T .A-Cw'ek i BulKtn Agents used:
* If more space than given is required, please attac additional infofniation sheet s
Part C• () 0Check box if additional sheet(s) are. attached
Facility was compliant during calendar year a Ob - with alr-conditions of the permit (including but'not limited to items 1-3 below) issued by the
Division of Water Quality. ❑ Yes ❑ No , If No, please provide a written description why the facility was not compliant.
1. All monitoring was done in accordance with the permit and reported for the year as required and three (3) copies of certified laboratory results are attached.
2. All operation and maintenance requirements were compiled with or, in the case of a deviation, prior authorization was received from the Division of Water
Quality..
3. No contravention of Ground Water Quality Standards occurred at a monitoring well.
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate and complete. I am aware
tha ere are si nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
20lz)
Signature of Permitt e Date Si ' ature of P **
gn reparer Date
V (if different from Permittee) **Preparer is defined in 40 .CFRPart 503.9(r)
DENR FORM DMSnF (11 i9nn-m

Part A
Residual Sources and Volume
Class A
Sludge Volume Sludge Volume Sludge Volume Residual Volume
Produced Dewatered Treated Lime Added Produced
Month Source (dry tons) (dry tons) (dry tons) (dry tons) (dry tons)
July
TWSA Plant # 1 (NC0039578)
19.11
TWSA Plant # 2 (NC0020214)
2.73
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
2.85
24.69
13.72
0
0.00
0
Monthly Totall
August
TWSA Plant # 1 (NC0039578)
23.51
TWSA Plant # 2 (NC0020214)
1.13
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
2.69
27.33 1
16.95
0
0
0
Monthly Totall
September
TWSA Plant # 1 (NC0039578)
22.84
TWSA Plant # 2 (NC0020214)
3.00
TWSA Plant # 3 (NC0063321)
2.11
Septage Received
1.80
29.75
15.21
0
0
0
Monthly Total
October
TWSA Plant # 1 (NC0039578)
25.27
TWSA Plant # 2 (NC0020214)
0.00
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
2.89
28.16
18.03
0
0
0
Monthly Total
November
TWSA Plant # 1 (NC0039578)
22.28
TWSA Plant # 2 (NC0020214)
1.49
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
1.62
26.39
20.63
0
0
0
Monthly Total
December
TWSA Plant # 1 (NC0039578)
17.12
TWSA Plant # 2 (NC0020214)
0.00
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
2.87
19.99
11.83
0
0
0
Monthly Total
Total "sludge" produced by all sources for 2009= 305.36 dry tons
Total "sludge" dewatered by belt press in 2009= 203.96 dry tons
Total "sludge" treated in pastuerization process in 2009= 45.90 dry tons
Total lime added in pastuerization process in 2009=112.87 dry tons
Total "residual" produced for distribution in 2009=158.77 DRY TONS

Appendix A
TWSA PLANT # 1
ANNUAL DISTRIBUTION AND MARKETING SUMMARY
2009
Part A
Residual Sources and Volume
Class A
Sludge Volume Sludge Volume Sludge Volume Residual Volume
Produced Dewatered Treated Lime Added Produced
Month Source (dry tons) (dry tons) (dry tons) d tons) (dry tons
January
TWSA Plant # 1 (NC0039578)
13.47
TWSA Plant # 2 (NC0020214)
0.00
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
1.29
14.76
13.14
0.00 0.00
0.00
Monthly Totall
February
TWSA Plant # 1 (NC0039578)
18.91
TWSA Plant # 2 (NC0020214)
2.74
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
3.14
24.79
20.78
0.00
0.00
0.00
Monthly Total
March TWSA Plant # 1 (NC0039578) 20.51
TWSA Plant # 2 (NC0020214) 2.27
TWSA Plant # 3 (NC0063321) 0
Septage Received 1.53
April TWSA Plant # 1 (NC0039578) 23.34
TWSA Plant # 2 (NC0020214) 5.20
TWSA Plant # 3 (NC0063321) 0
Septage Received 2.29
14.801 0.00 1 0.00 1 0.00
1
May
TWSA Plant # 1 (NC0039578)
18.95
TWSA Plant # 2 (NC0020214)
1.93
TWSA Plant # 3 (NC0063321)
2.25
Septage Received
2.88
26.01
14.82
14.80
39.94
54.74
Monthly Total
June
TWSA Plant # 1 (NC0039578)
23.35
TWSA Plant # 2 (NC0020214)
4.37
TWSA Plant # 3 (NC0063321)
0.00
Septage Received
1.63
29.36
19.67
17.20
45.91
63.11
Monthly Total

1
Appendix (a)
2009
Distribution and
Marketing
Summary
(Part B)

Appendix A
TWSA PLANT # 1
ANNUAL DISTRIBUTION AND MARKETING SUMMARY
2009
Part B
Recipient Information
Est. Volume
Month Name Address wet tons Intended Use
January
Monthly Total
0
February
Monthly Total
0
March
Chester Sorrells
274 Davis Cove Rd.
26
Commercial Hauler
Waynesville NC 28786
Jim Rhineheart
PO Box 303
182
Pasture/Hayfields
Webster NC 28788
ph: 828-399-1878
Phil Woody
376 Macktown Gap Rd.
0.5
Garden
Sylva NC 28779
ph: 828-631-4607
Harold Cole
128 Holstein Drive
20
Hayfield
Sylva NC 28779
ph: 828-586-6770
Lloyd Green
60 Zion Hill Church Rd.
1
Pasture
Sylva NC 28779
ph: 828-586-6383
Monthly Total
229.5
April
Lloyd Green
60 Zion Hill Church Rd.
4
Pasture
Sylva NC 28779
h: 828-586-6383
Monthly Total
4
May
Chester Sorrells
274 Davis Cove Rd.
26
Commercial Hauler
Waynesville NC 28786
Monthly Total
26
June
Monthly Total
0

July
Arnold Frady
270 Christmas Tree Lane
2
Pasture/Hayfields
Sylva NC 28779
h: 828-631-3858
Month) Total
2
August
Tony Collins
40
Pasture/Hayfields
Franklin NC
828-421-0140
Monthly Total
40
September
Chester Sorrells
274 Davis Cove Rd.
36
Waynesville NC 28786
Tony Collins
20
Franklin NC
828-421-0140
Mont ly Total
56
October
Chester Sorrells
274 Davis Cove Rd.
Waynesville NC 28786
14
Pasture/Hayfields
Monthly Total
14
November
Monthly Totall 0
December
Monthly Total
0
Annual Total 371.5 wet tons (est.)
Annual wet tons x 65.4 (ava % solids) = 205.8 dry tons distributed

Appendix (b)
�IZIZ']
Annual Residual Sampling
Summary Form

2009
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: WO 0005763
Facility Name: Tuckaseigee Water and Sewer Auth
NPDES # NC 0039678
WQ # : WQ 0005763
WWTP Name:TWSA Plant # 1
Sample
Date
2/17
5/5
7/14E8,590
8/18
8/24
Avg.
Percent Solids
54.3
49.6
55.5,57.2
57.4
55.4
P
Aluminum
Arsenic
8,720
7.7
7,910
6.7
5.7
9,460
6.6
8,670
6.68
A
Cadmium
0.36
0.44
0'25
0.63
0.42
R
A
Calcium
Chromium
295,000
7.6
319,000
7.0
336,000
8.6
331,000
11.9
321,000
8.8
M
Copper
84.2
62.6
93.1
104
86
E
Lead
4.6
3.5
5.9
6.0
1
5.0
T
E
Magnesium
Mercury
2,850
0.053
2,570,
0.41
2,820
0.29
2,920
0.5
2,790
0.313
R
Molybdenum
< 0.62
< 0.55
1.1
1.0
0.5
S
Nickel
1.3
1.3
3.3
4.6
2.6
h
12.3
12.0
11.9
12.4
Potassium
Selenium
2,960
7.8
3,730
6.6
3,320
4.5
3,690
5.8
3,425
6.2
Sodium
647
555
< 795
< 870
301
Zinc
256
208
284
324
268
TKN
1,520
15,500
11,700
11,900
10,155
mg/
Ammonia -Nitrogen
241
134
208
286
217
kg
Nitrate -Nitrite
< 16.7
< 18.1
< 14.3
< 18.1
0.0
Plant Available N
504
4,680
2,070
3,630
2,721
Total Phosphorous
235
3640
206
155
1,059
Fecal Coliform
< 200
< 4
< 4
< 20
< 20
< 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
significanyenalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
nature
a-/:6/roc-o
�- Date

Appendix (c)
2009
Residual Analysis
Lab sheets

U 11A
17alytkal
www.pecekbs:com
March 03, 2009
Mr. Stan Bryson
Tuckaseig6e Water & Sewer Co.
1246 West Main Street
Sylva, NC 28779
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
RE: Pr6ject:.Lime Residual 2/17/09
Pace Project No.: 9238154
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) rece'iVe t) by the laboratory on February 17, 2009.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
'0
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
S>*rerely,
m Williamswil
[e-mail]
Project Manager
Enclosures
-REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
-without the written consent of Pace Analytical Services, Inc..
Page 1 of 14

Pace Analytical Services, Inc.
/ /®
2225 Riverside Dr.
wwwpac�Is GZ1
www.pacefa6s:crom
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
_Pmject: Lime.13es)dual2/17/09
Pace Project No.: 9238164
ANALYTICAL RESULTS
Sample: TWSA Lime Residual
Lab ID: 9238154001 Collected: 02/17/09 10:00
Received: 02/17/09 12:16 Matrix: Solid
Results reported on a "dry -weight' basis .
Parameters
Results
Units - Report Limit
DF
Prepared
Analyzed
CAS No.
6010 MET ICP
Analytical Method:
EPA 6010 Preparation Method: EPA 3050
Aluminum
8720 mg/kg
12.4
1
02/18/09 15:30
02/20/09 13:01
7429-90-5
Arsenic
7.7 mg/kg
0`.62
1
02/181 915:30
02/20/09 1101
7440-38-2
-0:36 mg/kg
" 0.:1.2
1
02/18/09 15:30
02/20/09 13:01
7440-43-9
Calcium
295000 mg/kg
.,TZ4. 0..
100
02/18/09 15:30
02/20/09 15:51
7440-70-2
Chromium
7.6 mg/kg
62
lfit� �':'}:
1
02/18/00 15:30
02/20/09 13:01
7440-47-3
Copper
PP
84:2 mg/kg
0,. 2.
1
02/18/09 15:30
02/20/09 13:01
7440-50-8
Lead
4.6 mg/kg
1
02/18/09 15:30
02/20/09 13:01
7439-92-1
Magnesium
2850 mg/kg
c-12.4,
1
02/18/09 15:30
02/20/09 13:01
7439-95-4
Molybdenum
ND mg/kg
0.62
1
02/18/0915:30
02/20/09 13:01
7439-98-7
Nickel
1.3 mg/kg
0.62
1
02/18/09 15:30
02/20/09 13:01
7440-02-0
Potassium
2960 mg/kg
622
1
02/18/09 15:30
02/20/09 13:01
7440-09-7
'Selenium
7.8 mg/kg
1.2
1
02/18/09 15:30
02/20/09 13:01
7782-49-2
Sodium
647 mg/kg
622
1
02/18/09 15:30
02/20/09 13:01
7440-23-5
Zinc
256 mg/kg
1.2
1
02/18/09 15:30
02/20/09 13:01
7440-66-6
7471 Mercury
Analytical Method:
EPA 7471 Preparation Method: EPA 7471
Mercury
0.053 mg/kg
0.0067
1
02/19/09 16:20
02/20/09 11:11
7439-97-6
t' ".)Cent Moisture
Analytical Method: ASTM D2974-87 _
Percent Moisture
42.6 %
0.10
1
03/03/09 13:39
'9045 pH Soil
,pH at 25 Degrees C
Plant Available Nitrogen
Plant Available Nitrogen
Total. Nitrogen Calculation
Nitrogen
350.1 Ammonia
Nitrogen, Ammonia
351:2 Total Kjeldahl Nitrogen
Nitrogen, Kjeldahl, Total
353.2 Nitrogen, NO2/NO3
Nitrogen, NO2plus NO3
365.1 Phosphorus, Total
Phosphorus
1>
Crate: 03/03/2009 04:26 PM
Analytical Method: EPA 9045
12.3 Std. Units
0.10
1
Analytical Method: 40CFR PART 503
504 mg/kg
to
1
Analytical Method: 40CFR PART 503
0 2
1520 mg/kg
$(J 0`-
1
Analytical Method: EPA 350.1
241 mg/kg
Analytical Method: EPA 351.2
1520 mg/kg
87.1
1
Analytical Method: EPA 353.2
ND mg/kg
16.7
1
Analytical Method: EPA 365.1
235 mg/kg
17.4
5
P8
02/19/09 18:45
03/03/09 14:08
03/03/0914:09
7727-37-9
02/24/0910:04
7764-41-7
03/02/0914:35
7727-37-9 Mo
02/23/09 15:30
02/19/0917:37
7723-14-0 R1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qual
Page 4 of 14

Analytical Results
Pace Analytical -Asheville For: 9238154
2225 Riverside Drive
Asheville NC 28804
Entered 2/18/2009
Reported: . 2/19/2009
Sample Remark **RAN OUT OF HOLD per clients request...
Sample ID
Parameter
Cust ID Result
Units
Method
Date Analyzed
Analyst
0902.18-2
% Solids
TWSA-lime resd. 54.3
%
SM2540B
2/18/09
CL
090218-2
Fecal Col iform MTF
TWSA-lime resd. <200
MPN/g
SM9221 CE
2/18/09
CL
Respectfully submitted,
r-' ,
l.i`'✓1
Sena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
June 05, 2009
.Mr. Stan Bryson
Tuckaseigee Water & Sewer Co.
1-246 West Main Street
Sylva, NC 28779
RE: Project: Lime Resdival 5/5/09'
Pace Project No.:.9243444
Pace Analytical Services, Inc.
9800 I(incey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on May 05, 2009. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report. .
UP
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
JrnS'erely*-Willia s
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full;
without the written consent of Pace Analytical Services, Inc..
Page 1 of 13

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 10o
Asheville, NC 28804 Huntersville, NC 26078
[phone] [phone]
ANALYTICAL RESULTS
Project: Lime Resdival 5/5/09
Pace Project No.: 9243444
Sample: TWSA Lime Residual Lab ID: 9243444001
Results reported on a "dry -weight" basis
Collected: 05/05/0910:15 Received: 05/05/0914:00 Matrix: Solid
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qua)
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA
3050
Aluminum
Arsenic
7910 mg/kg
10.9
1
05/11/09 16:19 05/14/09 00:28 7429-90-5 mo
Cadmium
6.7 mg/kg
0.55
1
05/11/0§ 16:19 05/14/09 00:28 7440-38-2
Calcium
0.44 mg/kg
319000 mg/kg
0.11
1
05/11/09 16:19 05/14/09 00:28 7440-43-9
Chromium
7.0 mg/kg
1090
100
05/1110916:19 05/14/0910:31 7440-70-2 Mo
Copper
0.55
1
05/11/09 16:19 05/14/09 00:28 7440-47-3
Lead
62.6 mg/kg
3.5 mg/kg
0.55
1
05/11709 16:19 05/14/09 00:28 7440-50-8
Magnesium
2570 mg/kg
0.55
1
05/11/09 16:19 05/14/09 00:28 7439-92-1
Molybdenum
ND mg/kg
10.9
1
05/11/09 16:19 05/14/09 00:28 7439-95-4
Nickel
1.3 mg/kg
0.55
1
05/11/09 16:19 05/14/09 00:28 7439-98-7
Potassium
3730 mg/kg
0.55
1
05/11/09 16:19 05/14/09 00:28 7440-02-0
Selenium
546
1
05/11/09 16:19 05/14/09 00:28 7440-09-7 Mo
Sodium
mg/kg
1.1
1
05111/0916:19 05/14/09 00:28 7782-49-2
Zinc
555
55 mg/kg
546
1
05/11/09 16:19 05/14/09 00:28 7440-23-5 M0
208 mg/kg
1.1
1
05/11/09 16:19 05/14/09 00:28 7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Mercury
0.41 mg/kg
0.041
5
05/15/0911:30 05/17/0913:36 7439-97-6
Jcent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
46.8 %
0.10
1
05/07/0913:40
9045 pH Soil
pH at 25 Degrees C
Plant Available Nitrogen
Plant Available Nitrogen
Total Nitrogen Calculation
Nitrogen
350.1 Ammonia
Nitrogen, Ammonia
353.2 Nitrogen, NO2/NO3
Nitrogen, Nitrate
,Nitrogen, Nitrite
Nitrogen, NO2 plus NO3
365.1 Phosphorus, Total
Phosphorus
06/05/2009 09:20 AM
Analytical. Method: EPA 9045
12.0 Sid. Units
Analytical Method: 40CFR PART 503
4680 mg/kg
Analytical Method: 40CFR PART 503
15500 mg/kg
Analytical Method: EPA 350.1
134 mg/kg
Analytical Method: EPA 353.2
ND mg/kg
ND mg/kg
ND• mg/kg
Analytical Method: EPA 365.1
3640 mg/kg
0.10 1
1.0 1
40.0 1
16.8 1
18.1 1
18.1 1
18.1 1
9.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
05/12/0911:25 H1
06/05/09 09:20
06/04/0910:89 7727-37-9
05/12/0911:05 7764-41-7
05/15/09 09:08
05/15/09 09:08
05/15/09 09:08
05/14/09 21:07 7723-14-0
Page 4 of 13

Analytical Results
_x
Pace Analytical Asheville For: 9243444
2225 Riverside Drive
Asheville NC 28804
Entered 5/6/2009
Reported: 5/11 /2009
-Sample-Remark. ._ - .
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
09056-6
% Solids
9243444001
49.6
%
SM2540B
5/6/09
CL
09056-6
Fecal Coliform MTF
9243444001
<4
MPN/g
SM92210E
5/6/09
CL
Respectfully submifted,
-j
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 9 Statesville, North Carolina 28687 a 704/872/4697

Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Mr. Stan. Bryson
Tuckaseigee Water & Sewer Co.
`--- ----- 1246 West Main Street
Sylva, NC 28779
RE: Project: Lime Residual 7/14/09
Pace Project No.: 9248499, -
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Bryson: .
Enclosed are the analytical results for sample(s) received by the laboratory on July 14, 2009. The
results relate only to the samples included in this report. 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 Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
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
This report shall not be reproduced,. except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 1

analytical Results
Pace Analytical Asheville For: 9248499
2225 Riverside Drive
Asheville NC 28804
Entered 7/16/2009
Reported: 7/20/2009
Sample Remark-.__--.- -_--..
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
090716-6
% Solids
9248499001
55.5
%
SM2540B
7/16/09
CL
090716-6
Fecal Coliform MTF
9248499001
<4
MPN/g
SM92210E
7/16/09
CL
Respectfully submitted,
f�
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NC00909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

Arral,�ical
. • if'�
September 02, 2009
Mr. Stan Bryson
Tuckaseigee Water & Sewer Co.
1246 West Main Street
Sylva, NC 28779
RE: Project: Lime Residual 8/11/09
Pace Project No.: 9250568
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on August 11, 2009. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
�r 1
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
SingeTply,
T illiams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS Page 1 of 13
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
\N •CCCq' '
11 c

y ® Pace Analytical Services, Inc.
al. 2225 Riverside Dr.
wwwpacelabscom Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
'
ANALYTICAL RESULTS
Project: Lime Residual8/11/09
Pace Project No.: 9250568
Sample: TWSA Lime Residual
Lab ID: 9250568001 Collected: 08/10/09 00:00 Received:
Results reported on a "dry -weight" basis
08/11/09 15:52
Matrix: Solid
Parameters
Results Units Report Limit DF
p
Prepared Analyzed
CAS No.
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3050
Aluminum
Arsenic
8590 mg/kg
5.7 mg/kg
15.9 1
08/14/09 08:25 08/14/09 19:22
7429-90-5
Cadmium ___, _
0.25 mg /k g
0.79 1
08/14/09 08:25 08/14/09 19:22
7440-38-2
Calcium
339000 mg/kg
0.16 1
08/14/09 08:25 08/14/09 19:22
7440-43-9
Chromium
8.6 m /k
g g
795 50
08/14/09 08:25 08/17/09 14:10
7440-70-2
Copper
93.1 mg/kg
0•79 1
08/14/09 08:25 08/14/09 19:22
7440-47-3
Lead
5.9 m /k
g g
0.79 1
0•79
08/14/09 08:25 08/14/09 19:22
7440-50-8
Magnesium
2820 mg/kg
1
08/14/09 08:25 08/14/09 19:22
7439-92-1
Molybdenum
1.1 mg/kg
15.9 1
08/14/09 08:25 08/14/09 19:22
7439-95-4
Nickel
3.3 mg/kg
0.79 1
08/14/09 08:25 08/14/09 19:22
7439-98-7
Potassium
3320 mg/kg
0.79 1
08/14/09 08:25 08/14/09 19:22
7440-02-0
Selenium
4.5 mg/kg
795 1
08/14/09 08:25 08/14/09 19:22
7440-09-7
Sodium,
• ND mg/kg
1.6 1
08/14/09 08:25 08/14/09 19:22
7782-49-2
Zinc
284 mg/kg
795 1
08/14/09 08:25 08/14/09 19:22
7440-23-5
Mercury
1.6 1
08/14/09 08:25 08/14/09 19:22
7440-66-6
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Mercury
Mercury
j
)cent Moisture
0.29 m /k
g g .
0.042 5
08/13/09 11:41 08/14/09 11:47
7439-97-6
Analytical Method: ASTM D2974-87
Percent Moisture
41.7
D045 pH Soil
0.10 1
08/12/09 00:00
Analytical Method: EPA 9045
?H at 25 Degrees C '
11.9 Std. Units
0.10 1
Plant Available Nitrogen
Analytical Method: 40CFR PART 503
08/14/09 18:45
')ant Available Nitrogen
2070 mg/kg
Total Nitrogen Calculation
Analytical Method: 40CFR PART 503
1.0 1
08/25/09 15:53
Jitrogen
6830 mg/kg
40.0 1
350.1 Ammonia
08/25/0915:53 7727-37-9
Analytical Method: EPA 350.1
litrogen, Ammonia
51.2 Total Kjeldahl Nitrogen
208 mg/kg
19.1 1
08/13/09 15:41 7764-41-7
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
11700 mg/kg
i3.2 Nitrogen, NO2/NO3
.1450 50
08/16/0911:18 7727-37-9
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/kg
"" trogen, Nitrite
ND mg/kg
14.3 1
08/18/09 18:01
frogen, NO2 plus NO3
ND mg/kg
.1
143
08/18/09 18:01
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
14.3 1
08/18/09 18:01
osphorus
206 m /k
g g
16.3 2
08/18/0913:22 7723-14-0
09/02/200912:14 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCOR
� c
u O x
Qual
WA
H1
Page 4 of 13

S
_ Y
e
Analytical Results
Pace Analytical Asheville For: 9250568
2225 Riverside Drive
Asheville NC 28804
Entered 8/12/2009
Reported: . 8/17/2009
Sample Remark
Sample ID Parameter Cust ID Result Units Method Date Analyzed Analyst
090812-2 % Solids 9250568001
090812-2 Fecal Coliform MTF 9250568001
Respectfully submitted,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
58.3
%
SM2540B
8/12/09
MD
<20
MPN/g
SM9221 CE
8/12/09
MD
P.O. Box 228 • Statesville, North Carolina 28687. 70V872/4697

i
- 1
September 02, 2009
Mr. Stan Bryson
Tuckaseigee Water & Sewer Co.
1246 West Main Street
Sylva, NC 28779
I
RE: Project: Lime Reidual 8/18
Pace Project No.: 9251122
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc,
9800 Kincey Ave, Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on August 18, 2009. The
results relate only to the samples included in this report. 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 Huntersville laboratory unless otherwise footnoted: All
Microbiologicalanalyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report,, please feel free to contact me.
Sin rely,
d �
T i i ms
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
1 O N ACCO
i , i
a

Analytical Results
f
Pace Analytical -Asheville , For: 9251122
2225 Riverside Drive
Asheville NC 28804
Entered 8/19/2009
Reported: 8/26/2009
Sample Remark
Sample ID
Parameter
Cust ID
Result
Units
Method
Date Analyzed
Analyst
090819-2
% Solids
Lime Residual
57.2
%
SM2540B
8/19/09
MD
090819-2
Fecal Coliform MTF
Lime Residual
<20
MPN/g
SM92210E
8/19/09
MD
Respectfully submitted,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

C N
w
alytical
WrAvacerabs com:
September 11, 2009
Mr. Stan Bryson
Tuckaseigee Water & Sewer Co.
1246 West Main Street
Sylva, NC 28779
RE: Project: Lime Residual 08/24
Pace Project'No.: 9251576
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheviile, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on August 24, 2009. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
t
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
.Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
k
Sin ely,
,.J
T m Williams
[e-mail]
Project Manager
Enclosures
I
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical. Services, Inc..
O N Accoggq
11 n
Page 1 of 14

Pace Analytical Services, Inc.
e� Ie 2225 Riverside Dr.
Asheville, NC 28804
F �beJabs:com
[phone]
ANALYTICAL RESULTS
ct: Lime Residual 08/24
dace Project No.: 9251576
Pace Analytical Servicos, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
;/8ample: TWSA LIME RESIDUE Lab ID: 9251576001 Collected: 08/24/09 11:00
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF
Received: 08/24/09 12:56 Matrix: Solid
Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3050
Aluminum
9460 mg/kg
17.4
1
08/25/09 13:37 08/27/09 06:10
7429-90-5
Arsenic
6.6 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7440-38-2
Cadmium
0.63 mg/kg
0.17
1
08/25/09 13:37 08/27/09 06:10
7440-43-9
Calcium
331000 mg/kg
1740
100
08/25/09 13:37 08/28/0912:54
7440-70-2
Chromium
11.9 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7440-47-3
Copper
104 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7440-50-8
Lead
6,0 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7439-92-1
Magnesium
2920 mg/kg
17.4
1
08/25/09 13:37 08/27/09 06:10
7439-95-4
Molybdenum
1.0 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7439-98-7
Nickel
4.6 mg/kg
0.87
1
08/25/09 13:37 08/27/09 06:10
7440-02-0
Potassium
3690 mg/kg
870
1
08/25/09 13:37 08/27/09 06:10
7440-09-7
Selenium
5.8 mg/kg
1.7
1
08/25/09 13:37 08/27/09 06:10
7782-49-2
Sodium
ND mg/kg
870
1
08/25/09 13:37 08/27/09 06:10
7440-23-5
Zinc
324 mg/kg
1.7
1
08/25/09 13:37 08/27/09 06:10
7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Mercury
0.50 mg/kg
0.038
5
09/01/09 08:02 09/01/09 13:48
7439-97-6
,:;cent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
44.7 %
0.10
1
08/31/09 14:11
9045 pH Soil
Analytical Method: EPA 9045
pH at 25 Degrees C
12.4 Std. Units
0.10
1
09/04/09 16:00
H1
Plant Available Nitrogen
Analytical Method: 40CFR PART 503
Plant Available Nitrogen
3630 mg/kg
1.0
1
08/31/09 16:09
Total Nitrogen Calculation
Analytical Method: 40CFR PART 503
Nitrogen
11900 mg/kg
40.0
1
08/31/0916:06.7727-37-9
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
286 mg/kg
15.1
1
08/27/09 17:01
7764-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
11900 mg/kg
862
10
08/30/09 12:02
7727-37-9
153.2 Nitrogen, NO2/NO3
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/kg
18.1
1
08/28/09 09:00
41trogen, Nitrite
ND mg/kg
18.1
1
08/28/09 09:00
4itrogen, NO2 plus NO3
ND mg/kg
18.1
1
08/28/09 09:00
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
'hosphorus
155 mg/kg
15.1
1
09/07/0914:00
7723-14-0
r
ate: 09/11/2009 04:37 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
LILl�dlu.�.l:
Page 4 of 14

Analytical Results
ace Analytical -Asheville For: 9251576
2225 Riverside Drive
Asheville NC 28804
Entered 8/25/2009
Reported: - 9/2/2009
Sample Remark
Sample ID Parameter Cust ID Result Units Method Date Analyzed Analyst
090825-13 % Solids 9251576001
090825-13 Fecal Colifonn MTF 9251576001
Respectfully submitted,
- , IyA/.,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
57.4 % SM2540B 8/25/09 CL
<3 MPN/g SM92210E 8/25/09 CL
P.O. Box 228 • Statesville, North Carolina 28687. 704/872/4697

Appendix (d)
2009
TCLP Analysis

aceAnalytical
www pa -labs cam
September 04, 2009
'. SEP 1 0 2009
1
Mr. Stan. Bryson
Tuckaseigee Water & Sewer Co.
1246 West Main Street
Sylva, NC 28779
RE: Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 10o
Huntersville, NC 28078
[phone]
Dear Mr. Bryson:
Enclosed are the analytical results for sample(s) received by the laboratory on August 18, 2009. The
results relate only to the samples included in this report. 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 Huntersville laboratory unless otherwise footnoted. All
Microbiological analyseswere performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSISPage 1 of 15
This report shall not be reproduced', except in full,
without the written consent of Pace Analytical Services, Inc..
M �CCOgO�
. tiff/I�/���\ t�y/�\� ■/\\/■�fin\\
V� N�JJs

e
ace.Anaaytical
wWw..pscefabs wm.
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: ,..9251120
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Sulle 100
Hunlersvllle, NC 28078
[phone]
Charlotte Certification IDs
West Virginia Certification M 357
Virginia Certification M 00213
North Carolina Drinking Water Certification M 37706
Connecticut Certification #: PH-0104
North Carolina Field Services Certification M 5342
North Carolina Wastewater Certification M 12
Florida/NELAP Certification M E87627
Kentucky UST Certification #: 84
Pennsylvania Certification #: 68-00784
Louisiana/LELAP Certification #: 04034
South Carolina Certification M 990060001
South Carolina Drinking Water Cert. M 990060003
New Jersey Certification M NCO12
Tennessee Certification #: 04010
Asheville Certification IDs
West Virginia Certification #: 356
Florida/NELAP Certification M E87648
North Carolina Wastewater Certification M 40
Louisiana/LELAP Certification M 03095
Pennsylvania Certification M 68-03578
South Carolina Bioassay Certification M 99030002
Massachusetts Certification M M-NC030
New Jersey Certifcatiort #: •NC011
South Carolina Certification M 99030001
North Carolina Bioassay Certification #: 9
Tennessee Certification M 2980
Virginia Certification M 00072
mConnecticut Certification#: PH-0106 - ^"
North Carolina Drinking Water Certification M 37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
NM AccagOq
Page 2 of 15

/�aceA�alytcal
/ www.Pdcielabs.corn
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE SUMMARY
Lab ID Sample ID Matrix Date Collected Date Received
9251120001 Sludge Water 08/18/0910:30 08/18/0913:00
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suits 100
Hunlersville, NC 28078
[phone]
Page 3 of 15

aceAr�a real
Yt� ..
www.pece/abs:=n:
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method
Analysts
Reported
9251120001 Sludge EPA 6010
SHB
7
EPA 7470
SAJ
1
EPA 8081
JEM
8
EPA 8260
DLK
15
EPA 8270
BET
18
EPA 9095
TEE
1
}
0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
4 N •ccoq
yz
Page 4 of 15

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
GZCe www.pacera6s:crom I�IC[ZI Asheville, NC 28804 Huntersville, NC 28078
www.pacefabs.com
f [phone] [phone]
ANALYTICAL RESULTS
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
Sample: Sludge
Parameters
Lab ID: 9251120001 Collected: 08/18/09 10:30 Received: 08/18/09 13:00
Results Units Report Limit DF Prepared Analyzed
Matrix Water
CAS No. Qual
8081 GCS Pesticides, TCLP SPE
Analytical Method: EPA 8081
Preparation Method: EPA 3535
Leachate Method/Date: EPA 1311; 08/25/09 14:42
gamma-BHC (Lindane)
ND ug/L
0.50 1
08/28/09 14:00
09/02/09 11:36 58-89-9
Chlordane (Technical)
ND ug/L
3.0 1
08/28/09 14:00
09/02/09 11:36
57-74-9
Endrin
ND ug/L
0.50 1
08/28/09 14:00
09102/0911:36
72-20-8
Heptachlor epoxide
ND ug/L
0.50 1
08/28/09 14:00
09/02/09 11:36
1024-57-3
Methoxychlor
ND ug/L
1000 1
08/28/09 14:00
09/02/09 11:36
72-43-5
Toxaphene
ND ug/L
3.0 1
08/28/09 14:00
09/02/09 11:36
8001-35-2
Decachlorobiphenyl (S)
11 %
10-138 1
08/28/09 14:00
09/02/09 11:36
2051-24-3
Tetrachloro-m-xylene (S)
19 %
10-110 1
08/28/09 14:00
09/02/09 11:36
877-09-8
6010 MET ICP, TCLP
Analytical Method: EPA 6010
Preparation Method: EPA
3010
Leachate Method/Date: EPA 1311;
08/24/09 15:13
Arsenic
ND mg/L
0.025 1
08/25/09 09:25
08/27/09 03:37
7440-38-2
Barium
0.039 mg/L
0.025 1
08/25/09 09:25
08/27/09 03:37
7440-39-3
Cadmium
ND mg/L
0.0050 1
08/25/09 09:25
08/27/09 03:37
7440-43-9
Chromium
ND mg/L
0.025 1
08/25/09 09:25
08/27/09 03:37
7440-47-3
Lead
ND' mg/L
0.025 1
08/25/09 09:25
08/27/09 03:37
7439-92-1
`enium
ND mg/L
0.050 1
08/25/09 09:25
08/27/09 03:37
7782-49-2
ier
ND mg/L
0.025 1
08/25/09 09:25
08/27/09 03:37
7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Leachate Method/Date: EPA 1311; 08/24/09 15:13
Mercury
ND ug/L
0.20 1
08/25/09 09:16
08/25/09 12:37
7439-97-6
8270 MSSV TCLP Sep Funnel
Analytical Method: EPA 8270 Preparation Method: EPA 3510
Leachate Method/Date: EPA 1311; 08/25/0914:42
1,4-Dichlorobenzene
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
106-46-7
2,4-Dinitrotoluene
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
121-14-2
Hexachloro-1,3-butadiene
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
87-68-3
Hexachlorobenzene
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
118-74-1
Hexachloroethane
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
67-72-1
2-Methylphenol(o-Cresol)
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
95-48-7
3&4-Methylphenol(m&p Cresol)
218 ug/L,
25.0 1
08/31/09 10:00
09/03/09 14:58
Nitrobenzene
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
98-95-3
Pentachlorophenol
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
87-86-5
Pyridine
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
110-86-1
2,4,5-Trichlorophenol
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
95-95-4
2,4,6-Trichlorophenol
ND ug/L
25.0 1
08/31/09 10:00
09/03/09 14:58
88-06-2
Nitrobenzene-d5 (S)
49 %
30-150 1
08/31/09 10:00
09/03/09 14:58
4165-60-0
2-Fluorobiphenyl (S)
56 %
30-150 1
08/31/09 10:00
09/03/09 14:58
321-60-8
Terphenyl-d14 (S)
55 %
30-150 1
08/31/09 10:00
09/0310914:58
1718-51-0
Phenol-d6 (S)
25 %
25-150 1
08/31/09 10:00
09/03/09 14:58
13127-88-3
2-Fluorophenol (S)
34 %
25-150 1
08/31/09 10:00
09/03/09 14:58
367-12-4
2,4,6-Tribromophenol (S)
49 %
25-150 1
08/31/09 10:00
09/03/09 14:58
118-79-6
Date: 09/04/2009 02:43 PM REPORT OF LABORATORY ANALYSIS Page 5 of 15
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
CCOAO�

aceAnalyir"cal
www.pacelabs com
r
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: TWSA #1 Sludge 8118/09
Pace Project No.: 9251120
Sample: Sludge Lab ID: 9251120001 Collected: 08/18/09 10:30 Received: 08/18/09 13:00 Matrix: Water
Parameters Results Units Re ort L' if ME:
8260 MSV TCLP
Benzene
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroform
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethene
Tetrachloroethene
Trichloroethene
Vinyl chloride
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
9095 Paint Filter Liquid Test
Free Liquids
Date: 09/04/2009 02:43 PM
p imi
Prepared Analyzed
CAS No.
Analytical Method: EPA 8260
ND ug/L
125
25
08/24/09 15:20
71-43-2
319 ug/L
250
25
08/24/09 15:20
78-93-3
ND ug/L
125
25
08/24/09 15:20
56-23-5
ND ug/L
125
25
08/24/09 15:20
108-90-7
ND ug/L
125
25
08/24/09 15:20
67-66-3
ND ug/L
125
25
08/24/09 15:20
106-46-7
ND ug/L
125
25
08/24/09 15:20
107-06-2
ND ug/L
125
25
08/24/09 15:20
75-35-4
ND ug/L
125
25
08/24/09 15:20
127-18-4
ND ug/L
125
25
08/24/09 15:20
79-01-6
ND ug/L
125
25
08/24/09 15:20
75-01-4
94 %
79-120
25
08/24/09 15:20
17060-07-0
101 %
70-120
25
08/24/09 15:20
2037-26-5
96 %
87-109
25
08/24/09 15:20
460-00-4
94 %
85-115
25
08/24/09 15:20
1868-53-7
Analytical Method: EPA 9095
0 mL/5min
1.0
1
08/28/09 19:45
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qua[
Page 6 of 15

��ace,Ahalj4icol
www.pacefa6s c=n
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
U - Indicates the compound was analyzed for, but not detected.
ANALYTE QUALIFIERS
SO Surrogate recovery outside laboratory control limits.
S3 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated samples.
Results unaffected by high bias.
safe: 09/04/2009 02:43 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
♦E � ,N
Page 14 of 15

Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
'
/
�ace'�CPI�Isxom
2225 Riverside Dr.
9800 Kincey Ave. Suito 100
www pecelabsca7+:
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
'
QUALITY TY CONTROL DATA CROSS REFERENCE TABLE
Project: TWSA #1 Sludge 8/18/09
Pace Project No.: 9251120
IAnalytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
9251120001
Sludge
EPA 8260
MSW8014
9251120001
Sludge
EPA 7470
MERP/2336
EPA 7470
MERC/2321
9251120001
Sludge
EPA 3010
MPRP/4959
EPA 6010
ICP/4598
9251120001
Sludge
EPA 3535
OEXT/7838
EPA 8081
GCSW6153
I9251120001
Sludge
EPA 9095
WET/9572
9251120001
Sludge
EPA 3510
OEXT/7851
EPA 8270
MSSV/3041
Date:.09/04/2009 02:43 PM REPORT OF, LABORATORY ANALYSIS
This. report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 15 of 15

i
Analytical Environmental Services, Inc
Date: 26-Aug-09
Client:
Pace Analytical Services, Inc.
Client Sample ID:
SLUDGE
Project:
9251120
Collection Date:
8/18/2009 10:30:00 AM
Lab ID:
090809-001
Matrix:
Aqueous
Analyses Result Reporting Dilution
y Limit Qual Units BatchID Factor Date Analyzed Analyst
HERBICIDES, TCLP SW1311/8151A
2,4,5-TP (Silvex) BRL 0.20
2,4-D BRL 0.20
Surr: DCAA 94.9 36.6-149
Qualifiers: • Value exceeds maximum contaminant level
BRL Below reporting limit
H Holding times for preparation or analysis exceeded
N Analyte not NELAC certified
B Analyte detected in the associated method blank
> Greater than Result value
(SW3510B)
mg(L 117392 1 08/24/2009 21:38 AK
mg/L 117392 1 08/24/2009 21:38 AK
%REC 117392 1 08/24/2009 21:38 AK
E Estimated (value above quantitation range)
S Spike Recovery outside limits due to matrix
Narr See case narrative
NC Not confirmed
< Less than Result value
Page 3 of 5

CHAIN -OF -CUSTODY / Analytical Request Document
--PaceAnalytical'
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
wvyr.paeelahs.wm ,
f
Section A Section B
Required Client Information:
Required Project Information:
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Page: of
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Invoice Information:
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Attention:
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Company Name:
REGULATORY AGENCY
, 1 !%
Address:
Emai To'
Purchase Order.No.: _
r NPDES r GROUND WATER r DRINKING WATER
ph �q'•JQ. _ a
(' J
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Project Name:
Pace Quote
Reference:
Pace Project
F UST F RCRA ( OTHER
,
Requested Due Date/TAT:
Project Number:
Manager:
Site Location
Pace Profile #:
STATE:
Section D
Requested Analysis Filtered (YIN)
Matrix Codes
Required Client Information MATRIX / CODE
_
"
8
2
COLLECTED
PreSetvativeS
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5:
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Drinking Water DW
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Water WT
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Waste Water WW
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COMPOSITE
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START
END/GRB
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Soil/Solid SL
SAMPLE ID oil OL
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(A-Z, 0-9 /.-) Airpe AR
Sample IDs MUST BE UNIQUE Tissue TS
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ADDITIONAL COMMENTS RELINQUISHED BY/AFFILIATION' DATE TIME+ ,rACCEPTED QY7 AFFILIATION DATE -TIME .. '
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SAMPLE
CONDITIONS
SAMPLER NAME AND SIGNATURE. .
PRINT Name of SAMPLER: d
Y'
SIGNATURE of SAMPLER: ��� DATE Signed
(MM/DD/YY): : � /�
'Important ,.,y signing this form you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5 % per month for Jto
• .rmvoices not paid within 30 days.
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Appendix (e)
2009
Pathogen and
Vector Attraction
Reduction Form
I
I

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM
Facility Name: es` Permit Number: l._p 00pcj'7/Q �
WWTP Name: NPDES Number: le rA,jcj -
Monitoring Period: From 1.1 J raj. c y To
Pathogen Reduction. (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
Alternative 1 ❑
Alternative 2 ❑
Alternative 3 ❑
Alt emative 40
Alternative 5
Alternative 6 ❑
...........
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost 01
Heat Drying ❑
Heat Treatment ❑
Thermophilic ❑
Beta Ray ❑
Gamma Ray❑ ..
Pasteurization
C-lass-B ---
-----=--Alternative-1 = :-
Alternative 2 ❑
Alternative 3 ❑
If applicable to alternative performed (Class B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying ❑ '
I Composting . ❑
jAerobic Digestion ❑
Anaerobic
bi g
a 'c Digestion[]
...............
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Parameter
Allowable Level
in Sludge
g
Pathogen Density
Number of
Excee-
dences
Frequency
of Anal sis
y
Sample
Type
Analytical
Tech-ni ue
q
inhn
Geo. Mean
axim
Units ,
Fecal Coliform
2x10tothe 6th
power MPN per.
gram of total
solids or 2 x 10 to
the 6th power
CFU per gram of
1000 mpn per
gram of total solid
(dry weight)
`9y
Grp
Salmonella bacteria
(in lieu of fecal .
coliform).
. 3 NTN per 4
grams total solid .
(dry weight)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Option 1 ❑ 1 Option 2 ❑` Option 3 ❑ I Option 4 ❑ Option 5 ❑
Option 6 Z I Option 7 "Ell Option 8. ❑ Option 9 ❑ Option 10 ' ❑
No vector attraction reduction o tionswere perfo
rmed
❑
CERTIFICATION STATEMENT (please check the appropriate statement)
- "I certify, under penalty of law, that the pathogen. requirements in 40 CFR 503.32 and the vector
attraction reduction requirement -in 40 CFR 503.33 have been met."
0 4. certify, under penalty of law, that the pathogen requirements in 40 CFR 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 an explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the
system designed to ensure that qualified personnel properly gather and evaluate the information
-used to determine that the pathogen and vector attraction reduction requirements have been met. I
am aware that there are significant penalties for false certification including tine and imprisonment."
S cUrT 5�y/ .
Prepar r Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
(o o?cla
Signature of Prenarer' Date Signature of Land Annlier (if annlicable) bate

Appendix (f)
[III ILI
Pathogen and Vector
Attraction Reduction
Lab Sheets/Records

TWSA LIME STABILIZATION
DAILY RECORD DATE `Z & _ 0
START STOP TOTAL'`""e�5
RUN TIME, HRS : © r7 '.0 i
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS PRESS, % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ O 1
Outlet reached temp
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TEMPERATURE of
TIME
INTO'
VESSEL
OUT OF
VESSEL
OPERATOR
J Q
Cli
b5
®3
P
0 T
2,07
.
TIME
5- 2L.1-6=,r2,6Y,a-s
Ei . 36 -1 126
© 0
INITIAL PH I ) . I
(9.(r X,63 «�
0 D
2 HRS. f),
9S- a4. D = l k. 03 - • 03
l�.ag-•03
00
22 HRS. [2 . P,5
OPERATIONAL
BELT BELT PRESS SPEED, %
POLYMER PUMP SPEED, % s©
SLUDGE PUMP SPEED, % COQ GPM 70 A I f
LIME FEED AUGER, % 53 LBS/HR
i, =R SPEED, % d�
Revised 8112/03
OPERATOR
f-'Vwx,
POLYMER USAGE
TYPE USED... (P �-
TANKS MIXED
I1

TWSA LIME STABILIZATION
DAILY RECORD
nA
DATE
START
STOP
TOTAL
RUN TIME, HRS
V
7 �� 6 d
• o�L
DRY TON
SLUDGE FEED, GAL
2 P
3
l
LIME FEED, LBS
I -7
' $�
SLUDGE FEED % SOLIDS
•
PRESS, % SOLIDS
LIME/SLUDGE RATIO
TOTAL PRODUCTION, DRY TONS
i
Inlet reached temp @
13
Outlet reached temp @
e
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
TFflAPPPATI IPP nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
C-0 :
1 -3
r
04/
r1, ©o
oa'® L
20S
TIME:
aS, a2a,�t a,loXd3 =, p7$ OPERATOR
4 ®d
ia,65-.a7'J-= t2.s7.Z
INITIAL PH
9
14g-• 1(7 = 1171130
,U C)
2 HRS. L 2-. 3 f4
22 HRS. 1,2,
OPERATIONAL
BELT PRESS SPEED, % I@
POLYMER PUMP SPEED, % (a
SLUDGE PUMP SPEED, % Go GPM S I
LIME FEED AUGER, % LBS/HR 9 00
i �R SPEED, % b O
Revised 8112103
POLYMER USAGE
TYPE USED t6 &
TANKS MIXED N4 fl I I-
191. ork kb -3

TWSA LIME STABILIZATION
DAILY RECORD
DATE —o
START STOP TOTAL
RUN TIME, HRS ,' 1L (} PT W
DRY TON
SLUDGE FEED, GAL C>
LIME FEED, LBS
Q
4
SLUDGE FEED % SOLIDS
` CQ
PRESS, % SOLIDS[:::::::::::::=
LIME/SLUDGE RATIO
TOTAL PRODUCTION, DRY TONS -
Inlet reached temp @
Outlet reached temp @ ; p`
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
TEMPERATURE OF
INTO OUT OF
J TIME
I VESSEL
VESSEL OPERATOR
} �
1�3
j 5e
C,05
TIME Z- ;I,3,7= UX, 03 —,639 OPERATOR
la"al -,034= /a,171
b O INITIAL PH
a2s-aa4=�2.Rx.a3-10237
la,,393
o" 2 HRS. , j £'
D ► t_
;L0 —,Z3, 7= d, 3 X. 0 3 0 39
IZ•sq—.cJ3! _ /g
22 HRS...��-
...................................................................................................
OPERATIONAL
3ELT PRESS SPEED, % 56
POLYMER PUMP SPEED, %(�
;LUDGE PUMP SPEED, % fob GPM I,
LIME FEED AUGER, %_ LBS/HR. g�
=R SPEED, %
vised 8/12/03
POLYMER USAGE
PE USED, �L/.0
ANKS MIXED_

'f
TWSA LIME STABILIZATION
DAILY RECORD
DATE �}
RUN TIME, HRS
SLUDGE FEED, GAL
i
LIME FEED, LBS
SLUDGE FEED % SOLIDS
{ LIME/SLUDGE RATIO
Inlet reached temp (g °
r
I
Outlet reached temp @ s
0
PATHOGEN REDUCTION
VECTOR ATTRACTION REDUCTION
TIME aS--ay,3-,7X,03=,Q)OPERATOR
la.35-- .coal= ta.35�
® INITIAL PH
30 2 HRS.
63
LIIR 22 HRS. 3
OPERATIONAL
:LT PRESS SPEED, %
'ULYMER PUMP SPEED, % j (�
UDGE PUMP SPEED, % GPM__jLL
*Q
IME FEED AUGER; % (�
LBS/HR
'R SPEED, % �
,a 8112/03
rANKSPE USED
MIXED jolt I
lz -

TWSA LIME STABILIZATION
DAILY RECORD
DATE' , Q j
START STOP TOTAL
RUN TIME, HRS
G
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO E4=
Inlet reached temp @ Cs
I
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATURE OF
INTO TcUT OF
TOTAL PRODUCTION, DRY TONS [::��
VECTOR ATTRACTION REDUCTION
TIME VESSEL VESSEL OPERATOR TIME oZ�-a53 x.c�=,00
� � OPERATOR
LAU
i INITIAL PH �a ,
/ - ( � l . WS � � 2 HRS.
lo�r� 9,0� aC�9 �a�1 07rs=la�s3�
22 HRS.
06
. ..............
OPERATIONAL FANKSMIXED
MER USAGE
FELT PRESS SPEED, % _ ��!
rrOLYMER PUMP SPEED, %_ ��
LUDGE PUMP SPEED, % _ O GPM14 rLIME FEED AUGER, %%D LBS/HR /
=R SPEED, % — t o o
!sea 8112J03

RUN TIME, HRS
SLUDGE FEED, GAL.
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD
DATE ' a
START STOP TOTAL --- 71
R' ` /,5 1 3., -5 0 1 '7' 3
SLUDGE FEED °% SOLIDS
LIME/SLUDGE RATIO a
Inlet'reached temp @
Outlet. reached temp @
PATHOGEN REDUCTION
TFIIAPFRATI IRF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
PRESS, °% SOLIDS ( (]
TOTAL PRODUCTION, DRY TONS l • 9
OPERATIONAL
7905
VECTOR ATTRACTION REDUCTION
TIME j_5-- ay 4 =, `f r,o3= , 610- OPERATOR
12,g,&-,0I;L= lg,aNS
INITIAL PH ( 2 2
gc
1A,a5w
2 HRS. 12, 2 4
.5= a3,5 = IaSX1 03 = o r
12, 44-,OYS-= 0,3e15-
22 HRS. Q. Ya
BELT PRESS SPEED, % b
POLYMER PUMP SPEED, %. �D
SLUDGE PUMP SPEED, % 7o GPM rJ l� O
LIME FEED AUGER, % S �i LBS/HR
11 =-R SPEED, % Mo
Revised 8112/03
POLYMER USAGE
TYPE USED fJ G
TANKS MIXED
1105
63

TWSA LIME STABILIZATION
DAILY RECORD
DATE '2 -
START STOP TOTAL
RUN TIME, HRS ,��/0 -� 60 1 1l-
DRY TON
SLUDGE FEED, GAL
I ( C1O
LIME FEED, LBS
Lo 551
•a
SLUDGE FEED °% SOLIDS
PRESS, e% SOLIDS
LIME/SLUDGE RATIO
TOTAL PRODUCTION, DRY TONS
Cl�
&L, .1
Inlet reached temp @
•
Outlet reached temp @ .
.
q � o .
PATHOGEN REDUCTION
TFNIPFRATURF of
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
' 06
�Go
o
7.05
OPERATIONAL
BELT PRESS SPEED, %'�
POLYMER PUMP SPEED, %�
VECTOR ATTRACTION REDUCTION
TIME 2S=Ali, I =.q X • 03 =.va7 OPERATOR
I2,gS--,OP7 = 12,y23
INITIAL PH j-2 yq2 r�
C 2 HRS. 2. 4 T
iq,y8-, n7,9= 1.2,gag
22 HRS. 12,40
SLUDGE PUMP SPEED, % ® GPM 1, 06
LIME FEED AUGER, % ( LBS/HR 0
f =-R SPEED, % 10
Revised 8112/03
POLYMERUSAGE
TYPE USED .r 7 C
TANKS MIXED
q(p- ( 1b

TWSA LIME STABILIZATION
DAILY RECORD
DATE --5-"' IS
i
START STOP TOTAL
RUN TIME, HRS R l o '7 - 0'o I D. P,
DRY TON
SLUDGE FEED, GAL
F
dQSID
. 8
LIME FEED, LBS
SLUDGE FEED % SOLIDS
PRESS, % SOLIDS
LIME/SLUDGE RATIO
zj=
TOTAL PRODUCTION, DRY TONS
I
Inlet reached temp @
9 0
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATURE ®F
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
C)
I 9 `1
1:3)
aa9
Q
3'7
�_aq
;W 3
J
l �7
VECTOR ATTRACTION REDUCTION
TIME
�2S_ �i: 6 _ 1.Lk J i = 0q�
OPERATOR
IA. +a -,cal _/ rb'
Qp
INITIAL PHA , qC
;A^,
:ct
2 HRS. ((,
S -ZG..g = /. q X, o3 =as7
Q-V3-.457=lz,3�3
22 HRS. /,2, 3 7
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM
LIME FEED AUGER, % LBS/HR
I -R SPEED, %
Revised 8112/03
POLYMER USAGE '- 7 TYPE USED ?& G
TANKS MIXED
JLITERS/TANK(

TWSA LIME STABILIZATION
DAILY RECORD
START
RUN TIME, HRS
DATE '�- _` %t 0 9
STOP
` DRY TON
SLUDGE FEED, GAL rb 1 O b 77�.i� -1
LIFEED, LBS Q r •R
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
qo�
Outlet reached temp @ c
PATHOGEN REDUCTION
TF_MPFRATURF of
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
60
6
IM
"z3l,c3
o/
po
1�
!'
PRESS , % SOLIDS
TOTAL PRODUCTION, DRY TONS I o
VECTOR ATTRACTION REDUCTION
TIME 25 - 27.7 = d- .'z X' OPERATOR
5-. q-0 INITIAL PH
6 = c,
la., Qi-,b4f'i�'=
2 HRS.
zs —2.5.1 =
12•42+,06 (p - /2•�z�,
,5 22 HRS. 12,42)
......................................................................................
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, %
o
SLUDGE PUMP SPEED, /o Q D GPM
LIME FEED AUGER,. % �� LBS/HR (D
=R SPEED, % U
Revised 8/12103
LJ
POL
YPE USED 5_9R-6 C
ANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
DATES" l
TOT
RUN TIME, HRS I � - C, Or, I !j % �. S-
DRY TON
SLUDGE FEED, GAL ,ga
LIME FEED, LBS Gj �®T-,,-2; C
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @ qg
Outlet reached temp @ ,..
PATHOGEN REDUCTION
TEMPERATURE of
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
a
BELT PRESS SPEED, %
�b
OPERATIONAL
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME OPERATOR
1x,33 —O
INITIAL PH 3 9�B
29.- '3C', 1 I x.os =r1S3
12,7--� �as3
4.1 �� 2 HRS. � � •3 ��_
as- A3.1-1,ctyx3 =,o57
12,1. -, vs7- 19, 2613
e 22 HRS. 1 `� )-0 .,-
POLYMER PUMP SPEED, %4
SLUDGE PUMP SPEED, % `� �1O GPM � 0` 2-0
LIME FEED AUGER, %� LBS/HR
I =�R SPEED, %
Revised 8/12103
I POLYMER USAGE I
E USEDf l /" e<4 C3-1/ 1/0
TANKS MIXED I I
o7K.6- /0 3

TWSA LIME STABILIZATION
DAILY RECORD q
DATE 1
START
TOTAL
RUN TIME, HRS I k9 i 4A) .I / 1 S
DRY TON
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
Inlet reached temp @
Outlet reached temp @
PATHOGEN REDUCTION
TFMPFRATI IRF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
'.
07
cic
l q L-�
kA.6
3' 35--
��
2
.35-
T (3 �-
g®'-�
�
OPERATIONAL
BELT PRESS SPEED, % 56
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS 4
VECTOR ATTRACTION REDUCTION
TIME
W INITIAL PH % $
.��-- �C, (� = 3.4>r•O3 -, ids
ra. q169-=1:2.3sT
< a e 2 HRS. �.3 �o
3Ar,03 =,1/7
117= 79,363
22HRS. ,3
POLYMER PUMP SPEED, % �6
SLUDGE PUMP SPEED, % q_O GPM
LIME FEED AUGER, LBS/HR U
f -R SPEED, % Iot%
OPERATOR
�`
POLYMER USAGE
TYPE USED f!W / G 4-8I b
TANKS MIXED
LITERS/TANK +
P&A P-ds
devised 8/12/03
( fclltk. 64 '� x 191 TO
q y T«6

TWSA LIME STABILIZATION
DAILY RECORD
DATE�P
START STOP TOTAL
RUN TIME, HRS lo-3 _j
DRY TON
_T_
SLUDGE FEED, GAL C>
_T LIME FEED, LBS D
SLUDGE FEED % SOLIDS 1 PRESS, % SOLIDS
-- LIME/SLUDGE RATIO (. TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ 1 .Q 1
Outlet reached temp. @
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TFMPFRATl1RF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
ao
6)0
6/9-
OPERATIONAL
TIME X 5— 22. Z = 2 •.`bX • 3 _ • d 8�COPERATOR
INITIAL PH . S�
ZY-41"I b = 3r2x.a = oa9�
C7 2, HRS.
tj a j 22 HRS. 12, 51�
;BELT PRESS SPEED,
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % r. GPM 3
LIME FEED AUGER, %y LBS/HR L �J 2
ER SPEED, %u. 90
'Revised 8112/03
POLYMER USAGE
TYPE USED C lk`4 ,
TANKS MIXED
LITERS/TANK

5' s—V
TWSA LIME STABILIZATION
DAILY RECORD p a
DATE'.
STOP
'RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED °% SOLIDS • G v PRESS, °% SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS pl
Inlet reached temp @
a
Outlet reached temp @
PATHOGEN REDUCTION
TEMPERATURE_ of
TIME
INTO '
VESSEL
OUT OF
VESSEL
OPERATOR
v�9
ao3
c�oI.
c6
5f� i q
:�o(a
11
-it'll
d®.'
.I 1
�
.:..............,............I..............xr�<<....,............
OPERATIONAL
VECTOR ATTRACTION REDUCTION
TIME g5 a.SK.�3�.075- OPERATOR
la, X-:cis=t2.)fi5-
3� INITIAL PH
3V` d!E�7 _ l;2, P,93
L : 30 2 HRS.
l2•13-IIt31
22 HRS.
BELT PRESS SPEED, % i4 0
POLYMER PUMP SPEED, % tj
SLUDGE PUMP SPEED; % GPM git, !I [-
LIME FEED AUGER, LBS/HR
ER SPEED, %
Revised 8/12/03
I POLYMER USAGE I
TYPE USED nP4 C 0 f
TANKS MIXED
i5I� 1�913

TWSA LIME STABILIZATION
DAILY RECORD
DATE` (�
10 �
START STOP ! TOTAL
RUN TIME, HRS
DRY TON
/- q
SLUDGE FEED, GAL iQ 1 _ _ _ 3
LIME FEED, LBS
i
SLUDGE FEED % SOLIDS pC • © PRESS, % SOLIDS
LIME/SLUDGE RATIO C� -L TOTAL PRODUCTION, DRY TONS V
a
Inlet reached temp @ 9 6 5-
Outlet reached temp
PATHOGEN REDUCTION
TFMPFRATURF nF
TIME
INTO
'VESSEL
OUT OF
VESSEL
OPERATOR
's p !
l E1
I�
i I
X-1/5
rAot
9
A3
1 `
l s
as
�,03
�.�.
to 15'
91601,
2. O S
(,wX
OPERATIONAL
VECTOR ATTRACTION REDUCTION
TIME ,15-?.2,7=:2.3 X�03= .ply OPERATOR
rJ INITIAL PH 12.2(e_
aC-At.g=3.2X.03=.o%
ta. Flo -. ej% = ► a, 30
i% 15' 2 HRS. !�2, 3� _
AC-ALI= 3.gX,03=.tf7
1;�,44 .II = t2.323
S; dQ 22 HRS. '(a • 3 a
'BELT PRESS SPEED, %
POLYMER PUMP SPEED, %' qy
SLUDGE PUMP SPEED, % ,� GPM q 3.
LIME FEED AUGER, % �p S" LBS/HR / - q
L. =R SPEED, % % O O
Revised 8/12103
POLYMER USAGE
TYPE USED
TANKS MIXED
LITERS/TANK

RUN TIME, HRS
SLUDGE FEED, GAL
LIME FEED, LBS
TWSA LIME STABILIZATION
DAILY RECORD
DATE CQ A " Q
START
STOP
DRY TON
1 0 - I q3.1 s e q;qo I i ,3A * I (Q ,6D
SLUDGE FEED % SOLIDS �.
LIME/SLUDGE RATIO , zq-
inlet reached temp @
Outlet reached temp @ .I llJ
PATHOGEN REDUCTION
TFMPFRATI 1RF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
aD(P
1,69
ejo
111j42
D "
a.® [
6�Q
.1t�4
a®tq
"d0 l
��
3:16
7. 1te
pia I.
A65
6�.'
PRESS, % SOLIDS ((��
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME aS-dt.�(=3.1�X•a,3=•IOSI
5. 30 INITIAL PH 1 a, 2a
3.yx.o3-. tlq
'. 30 2 HRS. l A. 3-7
3.6X. e3= .lot
5: 316 22 HRS.
�..t............oRld................DA...........................................................................--...---.........
OPERATIONAL
BELT PRESS SPEED, % S®
POLYMER PUMP SPEED, % 35-
SLUDGE PUMP SPEED, % q <- GPM % 81
LIME FEED AUGER, % l LBSIHR
I=R SPEED, % I DD
Revised 8/12J03
OPERATOR
POLYMER �l
TYPE USED c-7 9 0 �G�15
TANKS MIXED
AN
av6Lt va
1.11
4-k-4

TWSA LIME STABILIZATION
DAILY RECORD
START
RUN TIME, HRS
DATE.L
STOP
TOTAL
DRY TON
SLUDGE FEED, GAL x7 cro—T—
T—N.oq
LIME FEED, LBS
SLUDGE FEED % SOLIDS
r—
LIME/SLUDGE RATIO ro�
Inlet reached temp @�
Outlet reached temp @ Q
PATHOGEN REDUCTION
TEMPFRATURF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
e�q
Cini
03
C�
5: l q
toy
ad
..,...0........ � C .............. .p. ......... < ....................
OPERATIONAL
qd
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME o'ZS- o'Zd./ = y. g',Y, U� (c17 OPERATOR
Ix YS- .1q7 =,a, 303
5: 36 INITIAL PH 1,2. 30 Y
Z,I = - `TX.03
SA-•Iy7= Q-37-T
7 : 30 2 HRS. ./ a . 3 7_
AS-- A2, 3 a .2, 7.X, 6 3 = , C r)
19,51-,10V I;zIy-A9
3� 22 HRS. 12. Y
BELT PRESS SPEED, %
POLYMER PUMP SPEED, % �D
SLUDGE PUMP SPEED, % T S� GPM I -
LIME FEED AUGER, % �� , � / /� HR ��oZ,S`' ?
LBS/
I. .cR SPEED, %
Revised 8112103 i
1
POLYMER l!USAGE
�
TYPE USED(�7s��'
TANKS MIXED

TWSA LIME STABILIZATION
DAILY RECORD
DATE (0 — -I ` b -!
START STOP jTOTAL
RUN TIME, HRS. ` �7 0 I
'DRY TON
A.
SLUDGE FEED, GAL' �7 �0 .. '. ;Gl. r
LIME FEED, LB
SLUDOE FEED % SOLIDS PRESS ' % SOLIDS
LIME/SLUDGE RATIO V TOTAL PRODUCTION, DRY TONS
Inlet reached temp @
Outlet reached temp @ _L • Vl v
PATHOGEN REDUCTION _ VECTOR ATTRACTION REDUCTION
TFMPFRATl1RF of
TIME
. INTO
VESSEL
OUT OF
VESSEL
OPERATOR
0_0
a oq
a, 0
7 ; o
xo q
TIME. aZS—.ZI.3=3.7X•03= •ll�
30 INITIAL PH
25 -2j I - 3. a x,a3 = .117
7; 30 2 HRS.
t 2. tf-3 —. 60'7 - 19,N3
3D 22 HRS. lZ N
...........................................................
OPERATIONAL
BELT PRESS SPEED, % !J0
POLYMER PUMP SPEED, % "1
SLUDGE PUMP SPEED, % 40, GPM -
LIME FEED AUGER, % .l� LBS/HR ?
:ER SPEED, % f 6 o
Revised 8/12103
................................................................................................
POLYMER USAGE
TYPE USED A�?bYA4
TANKS MIXED
ITERS/TANK_--tN
IIq. � 16s

TWSA LIME STABILIZATION
DAILY RECORD
DATE Lp C?
START STOP TOTAL
RUN TIME, HRS
I : SLUDGE FEED, GAL
LIME FEED" LBS
I
SLUDGE FEED % SOLIDS
LIME/SLUDGE RATIO
ry Im—i
Inlet reached temp
0,
Outlet reached temp @
PATHOGEN REDUCTION
TF=ftfiPr-PAT1 IPP nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
`1'3)
AO.9
(9015
ec).
-:31
d, 09
an,
C-0
TON
PRESS, % SOLIDS1
TOTAL PRODUCTION, DRY TONS
VECTOR ATTRACTION REDUCTION
TIME.
I A.
Q INITIAL PH 12, 3.1
x. 03 =, Oli7
Ig-, qq -, c1f7 = 0, 35.3
06 2 HRS. 1
�s - Aa,4 =Z q Y, 03 =.07a
33
22 HRS.
...................................................................... .................................................................................................
OPERATIONAL
BELT PRESS SPEED, % qo
,...POLYMER PUMP SPEED, % 140
SLUDGE PUMP SPEED, % It IS- GPM
LIME FEED AUGER, LBSIHR—LL-3k*
ER SPEED, % I
00:
Revised 8/12/03
OPERATOR
Z�
POLYMER USAGE
TYPE USEDq.9b#B!�&1 60
TANKS MIXED
L11

TWSA LIME STABILIZATION
DAILY RECORD ,�
DATE to '- / N ,— o l
RUN TIME, HRS I = 1
SLUDGE FEED, GAL
LIME FEED, LBS
SLUDGE FEED % SOLIDS I U
LIME/SLUDGE RATIO V
Inlet reached temp @
Outlet reached temp @ F
r PATHOGEN REDUCTION.
TFMPERATURE of
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
o 3
c
3:31
01
Poi
- : 3
�-O'l
C
STOP I TOTAL
PRESS, % SOLIDS
TOTAL PRODUCTION, DRY TONS O • D SC
OPERATIONAL
O
VECTOR ATTRACTION REDUCTION
. TIME �5'_;t3,�= r,7X,b3 =,05/ OPERATOR
I� 35 - , 051 ,= /47. 2 99
T�0 t) INITIAL PH 1 , 36_
X,o3 =. 0e&
7 ; oo 2 HRS. ---
22 HRS. 0-5-6 148
BELT PRESS.SPEED, %
POLYMER PUMP SPEED, %
SLUDGE PUMP SPEED, % GPM 52, D
LIME FEED AUGER, % LBS/HR o` ?
ZER SPEED, % too
Revised W12/03
POLYMER USAGE .
TYPE USED -I fffdYlf%
TANKS MIXEDM-1

TWSA LIME STABILIZATION
DAILY RECORD
DATE
START STOP TOTAL
RUN TIME, HRS v, T
-i '7 /DORY TON
SLUDGE FEED, GALS 1 6 � ! of -
LIME FEED; LBS
SLUDGE FEED % SOLIDS V PRESS, % SOLIDS
LIME/SLUDGE RATIO TOTAL PRODUCTION, DRY TONS
Inlet reached temp @ 4 - 1 dl
Outlet reached temp @ i�
PATHOGEN REDUCTION VECTOR ATTRACTION REDUCTION
TFMPFRATI IRF nF
TIME
INTO
VESSEL
OUT OF
VESSEL
OPERATOR
d0A
ao%,
.ac3
C"o
TIME 61S,-.214.,7=.3X.63, . 007
ace = la, sir
INITIAL PHel
9
2 HRS (�.
15- =.1= a. 9 X• 03 = . 6$7
32- 55-- . o 97 = 1;Z.463
: /,S'22HRS. )V,q{ p
(:...:........... �... to..........._.............................................................
OPERATIONAL
BELT PRESS SPEED, %
POLYMER PUMP SPEED, % `
SLUDGE PUMP SPEED, %- GPM
LIME FEED AUGER, % �� LBS/HR .
�'ER SPEED, �.�
Revised 8112/03
POLYMER USAGE TYPE USED (i 4/
�
TANKS MIXED

Appendix (g)
2009
Sludge Production

Appendix (g)
2009 SLUDGE DATA
TWSA PLANT # 1 (1.5 mgd)
NPDES # NCO039578
I SLUDGE TO DIGESTOR.......• .......• .•..•••..•• .•.-'.. •.•....'... ••. 11,467,000 gallons
•..•
total lbs. .497,315 lbs
totaltons............................................................6.......248.7 tons
Atotal metric tons........................................................225.5 metric tons
TWSA PLANT # 2 (.5 mgd)
NPDES # NCO020214
SLUDGE HAULED TO PLANT # 1................................................ 322,746 gallons
totaltons...................................................................24.86 tons
total metric tons........................................................22.55 metric tons
TWSA PLANT # 3 (.1 mgd)
NPDES # NCO063321
SLUDGE HAULED TO PLANT # 1........................... ::...................... 47,006 gallons
totaltons..................................................................... 4.36 tons
total. metric tons...........................................................3.95 metric tons
Septage Receiving Station................................................347209 gallons
total tons................................................................20.25 tons
total metric tons......................................................18.37 metric tons
A portion of the sludge that was generated at the Tuckaseigee Water and Sewer Authority
during 2009 was hauled by a private contractor to a designated landfill.
Landfill: R&B Landfill
610 Frank Bennett Road
Homer GA 30080
A total of 938.2 wet tons were hauled to the landfill during 2009.
Copies of haul tickets can be provided if needed.

PROCESS SUMMARY SHEET
PLANT NAME TWSA #1
�3' '
FOR THE PERIOD OF
ANNUAL (2009)
1/1/2009
.;'
THROUGH
12/31/2009
A
PLANT FLOW, mgd
0.887
daily avg
B
INFLUENT BOD, mg/I
180.8
daily avg
C
EFFLUENT SS, mg/I
27.2
daily avg
MLSS, mg/I
2636
daily avg
ID
E
RSSS, mg/I
5254
daily avg
F
WAS RATE, mgd
0.03142
daily avg
G
AER. BASIN VOL., mg
0.468
H
CLARIFIER VOL, mg
0 1508
F/M RATIO
6
LB APPLIED/LB UNDER AERATION
J
MCRT
,,..:,.:':;:;:
DAYS
IACTIVATED
SLUDGE DATA
DATE
30 MIN
SETT.
SLUDGE
MLSS
m /I
MLVSS
m /I
EFF
FLOW
MGD
RSSS
m /I
ZSV
ft/hr
SVI
MCRT
days
SLUDGE WASTING
gallons Ibs
JAN.
485
3044
2462
0.979
6679
4.6
159
13
522,000
26,939
FEB.
704
2932
2494
0.889
5358
3.2
234
10
794,500
37,830
MAR.
510
2332
1975
0.857
5375
6.3
210
8
1,033,500
41016
APR.
653
2765
2262
0.901
5823
4.8
231
8
954,000
46,677
..a
528
2670
2133
0.914
5423
5.1
194
10
828,000
37,905
JUN.
542
2590
2060
0.706
4666
4.3
205
8
1,134,000
46,690
JUL.
530
2351
1884
0.665
4271
4.7
219
9
1,035 000
38,218
AUG.
562
2468
2048
0.719
4305
5.2
223
8
1260,000
47,013
SEP.
591
2560
2033
0.995
4818
3.4
230
8
1161,000
45,672
OCT.
587
2852
2270
0.949
6020
4.2
203
8
974,250
50,550
NOV.
401
2642
2169
1.015
5298
5.7
148
8
999,000
44,566
DEC.
403
2429
1955
1.049
5007
5.8
160
9
771,750
34,239
AVG
541
2636
2145
0.887
5254
4.8
201
9
955,583
1363
MAX 1
704
3044
2494
1.049
6679
6.3 1
234
13
1,260,000
50550
MIN
401
2332 1
1884 1
0.665 1
4271
3.2 1
148
8
522,000
26939
Total Gallon
Daily Averagj
Total tons X .907 metric ton/Enalish
11,467,000
497,315
31,416
248.7
ton=
225.5 Dry Metric Ton
;flailkill:
Mal lbs.
Mal tons

10,
Ull
2009
TWSA #2 SLUDGE PRODUCTION
MONTH
DATE
Gals Hauled To
TWSA # 1
% SOLIDS
TOTAL
DRY TON
Hauler
JanuarV
0
0.00
O
,
Februa 2/16
24,729
2.66
2.74
Plank
Monthl Tata
24!T29
2:74:
i
March 3/26
3/27
19,132
2.08
1.66
Cooper
6,936
2.11
0.61
Cooper
06&
April
4/14
4,494
1.87
0.35
Plank
4/15
16,738
1.79
1.25
Cooper
4/16
4,843
1.72
0.35
Cooper
4121
13,671
1.81
1.03
Plank
4/29
1 25,303
2.11
2.22
Plank
M.orthi Tots
::...,.
1
20
May 5/22
23,478
1.97
1.93
Cooper
on Tata
23 47$
:.
1.93
1.93
June
6/3
22,891
2.14
2.04
Plank
6/23
26,629
2.10
2.33
Cooper
ir. Mc�nthl
..
Toia
; : 49.'S20
;4.37
July
7/27
19,077
1.23
0.98
Cooper
7/28
7269
1.17
0.35
Cooper
7/30
23342
1.44
1.40
Plank
Motathl Tota
:..:....;.. 43148
:'.. 2.73
August
8/27
11649
1.79
0.87
TWSA
8/28
4,1795
1.33
0.27
TWSA
:, .Month) , Tota
..:: 1S'444
1.13
September
9/3
21,584
1.33
1.20
TWSA
9/4
16904
1.35
0.95
TWSA
9/10
7210
1.46
0.44
TWSA
9/17
7200
138;
0.41
TWSA
3.00
October
0.00
TWSA
M.ontht T 0
...
0.00:
November
11/18 7,082
1.441
0.421
TWSA
11/19 14,330
1.781
1.061
TWSA
€,. Martha Tot a .... 0 t�0
TOTAL 322746
TOTAL 24.86 X .907 metric ton/English Ton
22.55 = Dry Metric Tons

0
2009
TWSA #3
Sludge Production
MONTH
Date
Gals Hauled To
TWSA # 1
AVG
% SOLIDS
TOTAL
DRY TON
Hauler
January
onfhi
Feb.
Month[
Tots
March
tillonfhl
April
;Tote
a:
OJ00.
.Monthl
Tata
0.
0'Q0;
Ma
5/15
6,384
2.82
0.75
Coopers
5/16
4,039234
0.39
Coopers
5/18
4,682
1.52
0.30
Coopers
5/191
7,016
1.631
0.48
Coopers
5/20
2,34
3.391
0.33
Coopers
Monthl
Tots
..24 463`
2:25:
June
July
= Monthl
August
Tob"
.� o
o:oo
;
Sep.
11/9.
4,581
2.54
0.48
Coopers
11/10
4602
2.54
0.49
Coopers
11/11
2202
2.57
0.24
Coopers
11/12
2340
2.59
0.25
Coopers
11/16
4413
1.76
0.32
Coopers
11/17
4405
` '_' 1 7611
0.32
Coopers
Monthl .:Tote
211
Oct.
lyl+vnthl 'iota
..
0`0:0
Nov.
Monthl :rota
.: .... : :.:... ..
000
Dec.
.. MOlfhl . Tote
s ::
00..0:
TOTAL
47,0061
4.36
TOTAL 4.36 X .907 metric ton/English Ton
3.95 = Dry Metric Tons

KITE
Septage Receiving Station
MONTH
Beginning
Reading
Ending
Reading
Gals Received @
TWSA # 1
- Gals of Sludge from
TWSA # 2 & 3
= total gallons
se to a received
January
11882,660
11904,831
22,171
0
22,171
February
1,904,831
1,983,471
78,640
24,729
53 911
March
1,983,471
2,035,792
52,321
26,068
26,253
April
2,035,792
2,140,043
104,251
65,049
39,202
May
2,140,043
2,237,394
97,351
47,941
49,410
June
2,237,394
2,314,773
77,379
49,520
27 859
July
21314,773
2,406,789
92,016
43,148
48,868
August
21406,789
21469,350
62,561
16,444,
46 117
September
2,469,350
2,553 049
83,699
52,898
30,801
�r
October
2,553,049
2,602,583
49,534
0
49,534
November
2,602 583
2,651,765
49,182
21,412
27 770
December
2,651 765
2,700, 947
49 182
0
49,182
TOTAL
818,28
347,2091
471,0
TOTAL 347,209 gallons x 1.4% (1994 long term monitoring).
24000
= 20.25 tons x .907metric tons/English ton
=18.37 dry metric tons