United States
Environmental Protection
\r ^1	Agency
Office of Water
www.epa.gov	April 2021
Report on the Elemental Analyses of Samples from
the Targeted National Sewage Sludge Survey
1
H

Hydrogen
J .0079

3
Li
4
Be
lithium
6A41
94)1 s"
11
Na
Sodium
223897
12
Mg
Magnesium
24.305
19
K
¦
20
Ca
Calcium
40.078
®Rb
38
Sr
Rubidium
85.4678
Strontium
87.62
55
Cs
56
Ba
Cesium
132.9055
Barium
J 37327
87
Fr
88
Ra
Francium
(223)
Radhjm
(226)
H
Si C
P i
O
v
22
Ti
Titanium
47.867
23
V
Vanadium
50.9415
24
Cr
Chromium
51.9961
25
Mn
Manganese
54.938
26
Fe
iron
55345
27
Co
CobaMfl
28
Nil-'J
1
is*
30
Zn
Zinc
40
Zr
Zirconium
91.224
41
Nb
Niobium
92.9064
42
Mo
Molybdenum
95.94
43
Tc
Technetium
(98)
44
Ru
Ruthenium.
1014)7
45*
Rh
102-9O5S
'Pd
•06 42
47
Ag
iifcri
I n > «6&2
48
Cd
Cadmium
112X11
72
Hf
Hafnium
178 49
73
Ta
Tantalum
180.9479
74
W
Tungsten
18334
75
Re
Rhenium
186-20?
76
Os
Osmium
190.23
77
Ir
Iridium
192-217
78
Pt
Piatinum
195078
79
Au
Gold
196.9665
80
Hg
Mercury
20039
104
Rf
Rutherfordium
105
Db
Dubmum
106
if,.
107
Bh
Bohrlum
108
Hs
Hassium
109
Mt
Meitnerium
110
Ds
Darmstadtium
111
Rg
112
Uub
Ununblum
(261)
(262)
(266)
(264)
(277)
(268)
(271)
' (272)
(277)
57
La
Lanthanum
138.9055
58
Ce
Cenlum
140.116
59
Pr
Jtaswdymlum
140.9077
60
Nd
Neodymium
144,24
61
Pm
Promethium
(145)
62
Sm
Samarium
150.36
63
Eu
Europium
151.964
64
Gd
Gadolinium
157.25
65
Tb
Terbium
158.9253
89
Ac
90
Th
91
Pa
92
u
93
Np
94
Pu
95
Am
96
Cm
97
Bk
Actinium
227.03
Thorium
232,0381
Proton.n.um
231.0359
Uranium
238.0289
Neptunium
<237)
Plutonium
(244)
Amerlcium
(243)
Curium
(247)
Berkelium
(247)
¦ CD
V^W &
c
Carbon
12.0107


ni
Z>l
AliH'i.Him
2tosvs
Silicon
28.0655
31
Ga
Gallium
69.723
Ge
GctnUMum
riM
49
In
Indium
114318
50
Sn
Tin
11871
81
TI
82
Pb
Thallium
2043833
lead
207.2
>
N
fa
c
9
F
10
Ne
Nitrogen
14.0067 |
Oxy Jfl
I I5.S 94

Lu.iw
is
|P
[16
s
17
CI
18
Ar
Phosphorus
30.9738
Sulfur
32.065
Oiiorinc
35X53
39348
H
/4921b

35
Br
¦Bromine
W 79.904
36
Kr
Krypton
83.798
51
Sb
52
Te
53
r1
54
Xe
Antimony
121.76
Tellurium
127.6
Iodine
126.9045
Xenon
131.293
83
Bi
84
Po
85
At
86
Rn
Bismuth
208-9804
Polonium
1 (209)
Astatine
1210)
Radon
(222)

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U.S. Environmental Protection Agency
Office of Water (430 IT)
Office of Science and Technology
Health and Ecological Criteria Division
1200 Pennsylvania Avenue, NW
Washington, DC 20460
EPA 822-R-21-002
i

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Acknowledgments and Disclaimer
The original Targeted National Sewage Sludge Survey (TNSSS) (USEPA, 2009a and
2009b) was made possible by the assistance and cooperation of numerous staff working at each
of the sewage treatment facilities involved. The staffs of the facilities contacted during the course
of TNSSS were, without exception, knowledgeable, friendly, helpful, and deservedly proud of
their efforts to protect the environment and serve their local constituencies.
This document summarizes the elemental analysis of archive samples from the TNSSS
and has been reviewed and approved for publication online by the Office of Science and
Technology. This report was prepared with the support of CSC, under the direction and review
of the Office of Science and Technology. The report describes the sampling and analysis
activities performed by CSC and its subcontractors under EPA Contract EP-C-05-045 in a
follow-up to EPA's TNSSS and presents summary level data from the elemental analyses of
sewage sludge samples.
Neither the United States government, nor any of its employees, contractors,
subcontractors, or other employees makes any warranty, expressed or implied, or assumes any
legal liability or responsibility for any third party's use of, or the results of such use of, any
information, apparatus, product, or process discussed in this report, or represents that its use by
such a third party would not infringe on privately owned rights.
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iii
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Table of Contents
Page
Acknowledgments and Disclaimer	ii
Executive Summary	1
Section 1 Background and Organization	3
1.1	Background	3
1.2	Elemental Analyses	3
1.3	Content of this Report	3
Section 2 Study Objective and Design	4
2.1	Study Obj ective	4
2.2	Target Population	4
2.3	Stratification	5
2.4	Final Selection	5
Section 3 Sample Collection	8
3.1	Sample Collection	8
3.2	Representative Samples	9
3.3	Packing and Shipping Samples to the Repository	9
3.4	Storage and Shipments to Laboratories	10
Section 4 Sample Analyses	11
4.1	Parameters of Interest and Analytical Techniques	11
4.2	Laboratory	12
4.3	Analytical Challenges	12
Section 5 Data Review Procedures	14
5.1	General Review Procedures	14
5.2	QC Elements	14
5.3	Data Review Findings	16
Section 6 Study Results	17
6.1	Summary Results	17
6.2	Analytical Completeness	18
6.3	Analytical Sensitivity	18
6.4	Accounting for the Total Mass of Sewage Sludge	18
6.5	Comparison to Soil	19
Section 7 References	20
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Executive Summary
This report describes the sampling and analysis activities performed in a follow-up to the
Environmental Protection Agency's (EPA) Targeted National Sewage Sludge Survey (TNSSS)
(USEPA, 2009a and USEPA, 2009b) and presents summary level data from the elemental
analyses of sewage sludge samples. The Health and Ecological Criteria Division (HECD) and the
Engineering and Analysis Division (EAD) within EPA's Office of Water, Office of Science and
Technology, jointly conducted the original survey. The elemental analyses were conducted as a
follow-up activity not associated with the original survey, but employing archived sewage sludge
samples from the TNSSS for the analyses of specific elements.
The objective of the analyses was to obtain data on the concentrations of specific
elements and other measures of sewage sludge quality. One goal of the elemental analyses effort
was to help further determine the makeup of sewage sludge (e.g., what macro constituents occur
in sewage sludge). EPA was interested in determining what percentage of the total mass of the
biosolids in the TNSSS specifically, and other biosolids in general, consists of the elements
carbon, hydrogen, nitrogen, oxygen, sulfur, and silicon, as well as other major constituents.
These results may be used to help further identify constituents of sewage sludge.
The original survey sampling effort successfully collected sewage sludge from 74
randomly selected publicly owned treatment works (POTWs), or Water Resource Recovery
Facilities (WRRFs), in 36 states. Sample collection began in late August 2006 and continued
through late March 2007. Following collection of TNSSS samples that were analyzed for metals,
anions, organics, brominated flame retardants, pharmaceuticals, steroids, and hormones, EPA
archived additional samples at a sample repository in Baltimore, Maryland, where they were
stored frozen for possible future use.
In July 2009, 66 archive samples were submitted from the repository to a laboratory for
elemental analyses. These 66 samples were selected based on the availability of materials in the
archive and included samples from 62 facilities, as well as from four facilities that produce more
than one type of final sewage sludge product.
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The results of the study are provided below. The results are provided as a summary of the results
for the 66 TNSSS archive samples analyzed, listing the minimum, maximum, mean, and median
results for each parameter. All sample results are reported in percent dry weight.
Summary Results
Parameter
All Results in Weight Percent, on a Dry-Weight Basis
Minimum
Maximum
Mean
Median
Carbon
12.90
46.31
31.17
31.39
Hydrogen
0.18
6.69
3.94
4.09
Nitrogen
1.15
7.94
3.84
3.97
Oxygen
5.17
29.27
19.64
20.43
Sulfur
0.13
4.05
1.32
1.18
TOC
10.39
45.27
29.93
30.77
TIC (calculated)*
0.00
7.45
1.37
1.02
Silica, Total
3.10
43.50
13.84
10.97
Siliconf
1.45
20.33
6.47
5.13
*ln instances where the TOC result was greater than or equal to the result for total
carbon, the laboratory reported TIC as "TOC > TC." TIC was converted to 0.00 for the
purposes of the survey.
fThe results for silica (SiC>2) were converted to silicon (Si) by multiplying the silica result
by 0.4675, which is the percentage by weight of Si in SiC>2.
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Section 1
Background and Organization
1.1	Background
EPA conducted previous sewage sludge surveys. For example, EPA conducted a National
Sewage Sludge Survey (NSSS) in 1988-1989 (USEPA, 1992 Volume I and II) to obtain
unbiased national estimates of the concentrations of more than 400 pollutants in sewage sludge
collected from 174 wastewater treatment plants that practiced at least secondary wastewater
treatment.
EPA conducted a second National Sewage Sludge Survey in 2001 (USEPA, 2001) to
obtain updated national estimates of dioxins and dioxin-like compounds in sewage sludge
managed by land application.
EPA conducted a third survey, the Targeted National Sewage Sludge Survey (TNSSS) in
2009 (USEPA, 2009a and 2009b), to obtain updated concentration data for a group of pollutants
that it identified for further evaluation and to support analyses of new and emerging
contaminants, including pharmaceuticals, personal-care products, steroids, and hormones. As
part of that effort, EPA archived additional samples from each of the facilities in the survey for
possible future analyses.
1.2	Elemental Analyses
Some of the archived material from the TNSSS was used to obtain data on the
concentrations and support analyses of the elements carbon, hydrogen, oxygen, nitrogen, sulfur,
and silicon, as well as other measures of sewage sludge quality (e.g., phosphrous, total organic
carbon, and total, fixed, and volatile solids) that may be used to help further identify constituents
of sewage sludge. These results help inform the quality of the elements in sewage sludge that
may be land applied with the goal of improving soil quality and supporting plant growth.
1.3	Content of this Report
Many details regarding study design and sampling can be found in the original TNSSS
reports (USEPA, 2009a and USEPA, 2009b). This report focuses on the results from the
elemental analyses of the TNSSS samples and presents summary level data relevant to the
elemental analyses in the following topics:
•	Study Objective and Design
•	Sample Collection
•	Sample Analyses
•	Data Review Procedures
•	Study Results
•	References
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Section 2
Study Objective and Design
2.1	Study Objective
The objective of the analyses was to obtain data on the concentrations of specific
elements and other measures of sewage sludge quality as a follow-up to the Environmental
Protection Agency's (EPA) Targeted National Sewage Sludge Survey (TNSSS) (USEPA 2009a
and 2009b). The objective of the broader original TNSSS was to obtain national estimates of
percentiles of concentrations for select pollutants in sewage sludge. EPA used a stratified random
sampling design to select publicly owned treatment works (POTWs), or Water Resource
Recovery Facilities (WRRFs), to be sampled. The target population and the selection process are
briefly outlined below. Additional details regarding the survey design and the facility selection
process are described in the TNSSS Sampling and Analysis Technical Report (USEPA, 2009a),
as well as TNSSS Statistical Analysis Report (USEPA, 2009b).
2.2	Target Population
EPA defined the target population for the TNSSS as WRRFs that met the following
criteria:
•	Existed in 2002 or 2004
•	Have flow rates greater than or equal to 1 million gallons per day (MGD)
•	Employ at least secondary treatment
•	Produce a final treated biosolid product
•	Are not known to employ a pond or lagoon as the final stage of treatment
•	Located in the contiguous United States
Beginning with a national estimate of 16,255 WRRFs, EPA narrowed the list to 3,337
WRRFs that met the definition of the target population mentioned above that represented about
94% of the flow in the country. EPA originally selected a national sample of 80 WRRFs from
that list of 3,337 facilities in the target population, using a stratified design. The final selection of
facilities reduced the total number of facilities to 74 WRRFs in 36 states for the reasons
described below.
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2.3 Stratification
EPA selected WRRFs using a random sampling design stratified for flow. EPA divided
the 3,337 facilities into three categories, or strata, based on their design flow:
•	1 to 10 MGD, representing approximately 75% of the WRRFs nationwide
•	10 to 100 MGD, representing approximately 15% of the WRRFs nationwide
•	greater than 100 MGD, representing approximately 10% of the WRRFs nationwide
After EPA determined the total number of facilities to be included in the study, EPA selected a
proportionate number of WRRFs from each stratum at random.
2.4 Final Selection
Figure 1 presents a map of the contiguous United States showing the approximate
locations of the 80 WRRFs original randomly selected for this survey. The purpose of this figure
is to illustrate the national scope of the survey. It does not indicate locations of specific
wastewater discharges.
0 50100 200 300 400
Miles
Figure 1. Geographic Distribution of 80 WRRFs Originally Selected for Sampling
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EPA sent each facility a formal written invitation, which was followed by a telephone
call. These initial telephone contacts identified a small number of facilities that provided only
partial treatment or were not of interest for this survey. Ultimately, EPA determined that samples
would be collected at the 74 facilities listed in Table 2. As noted earlier, additional details on the
facility selection process can be found in USEPA (2009a and 2009b).
The 66 archived samples submitted for elemental analysis for this effort represent 62 of
the 74 facilities in Table 2 (four of those 62 facilities produce more than one final product). The
choice of the specific samples to be analyzed was based largely on the number and / or condition
of containers remaining in the EPA sample archive. Not all of the original sample volume that
had been sent to the laboratories for analyses of analytes for the original TNSSS effort, and that
had been shipped back to be archived, was in good shape; some samples were broken in transit,
lost in laboratory accidents, or where not used due to data quality concerns. Therefore, some
samples were not suitable for elemental analysis. Samples from 12 facilities for which elemental
analyses were not performed are shown at the end of Table 2.
Table 2. 74 WRRFs Originally Sampled, by State and City
Facility Name
City
State
Sugar Creek WWTP
Alexander City
AL
Aldridge Creek WWTP
Huntsville
AL
Valley Sanitary District STP
Indio
CA
San Francisco
San Francisco
CA
El Estero WWTP
Santa Barbara
CA
Santa Rosa
Santa Rosa
CA
Stockton Water Quality Plant
Stockton
CA
Los Angeles County Sanitation District
Whittier
CA
Boulder WWTP
Boulder
CO
South Windsor
South Windsor
CT
Three Oaks WWTF
Estero
FL
Orange County Northwest WRF
Orlando
FL
Tampa
Tampa
FL
Albany
Albany
GA
Americus-Mill Creek
Americus
GA
Boone STP
Boone
IA
Calumet Water Reclamation Plant
Chicago
IL
Plainfield WWTP
Plainfield
IL
Lake County DPW, New Century STP
Vernon Hills
IL
Blucher Poole WWTP
Bloom ington
IN
William Ross Edwin WWTP
Richmond
IN
Parsons
Parsons
KS
Topeka
Topeka
KS
Mayfield WWTP
Mayfield
KY
Eunice
Eunice
LA
Jefferson Parish East Bank WWTP
Marrero
LA
Nantucket
Nantucket
MA
Mechanic Falls Treatment Plant
Mechanic Falls
ME
Benton Harbor-St. Joseph WWTP
St. Joseph
Ml
Wixom WTP
Wixom
Ml
Elizabeth City WWTP
Elizabeth City
NC
Beatrice
Beatrice
NE
Wildwood Lower WTF
Cape May Court House
NJ
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Facility Name
City
State
Middlesex County Utility Authority WRC
Sayreville
NJ
Verona TWP DPW
Verona
NJ
Buffalo
Buffalo
NY
Geneva A-C Marsh Creek STP
Geneva
NY
North Tonawanda STP
North Tonawanda
NY
Clermont County Commissioners
Batavia
OH
Metropolitan Sewer District Little Miami WWTP
Cincinnati
OH
Delaware County Alum Creek WWTP
Delaware
OH
Mingo Junction STP
Mingo Junction
OH
City of Klamath Falls WWTF
Klamath Falls
OR
Western Westmoreland Municipal Authority
Irwin
PA
Allegheny County sanitary Authority
Pittsburgh
PA
Greater Pottsville Area Sewer Authority
Pottsville
PA
Punxsutawyney
Punxsutawney
PA
South Kingstown WWTF
Narragansett
Rl
Plum Island WWTP
Charleston
SC
Lawson Fork WTP
Spartanburg
SC
Elizabethton
Elizabethton
TN
Amarillo
Amarillo
TX
Dallas Southside WWTP
Dallas
TX
Trinity River Authority of Texas
Ellis County
TX
Fredericksburg
Fredericksburg
TX
Odo J. Riedel Regional WWTP
Schertz
TX
Wagner Creek WWTP
Texarkana
TX
Spanish Fork City Corporation
Spanish Fork
UT
Buena Vista
Buena Vista
VA
Beaver Dam
Beaver Dam
Wl
El kins WWTP
Elkins
WV
Huntington
Huntington
WV
Facilities for which elemental analyses were not performed due to lack of archived material
Phoenix WWTP
Phoenix
AZ
Dupage County-Knollwood STP
Wheaton
IL
Salisbury
Salisbury
MD
Festus Crystal City STP
Crystal City
MO
Hillsborough WWTP
Hillsborough
NC
Canajoharie WWTP
Canajohaire
NY
NYC DEP - Jamaica WPCP
New York City
NY
Bedford
Bedford
OH
Northeast Ohio Regional S D Southerly WWTP
Cleveland
OH
Duncan Public Utilities Authority
Duncan
OK
Tyler Southside WTP
Tyler
TX
Everett City SVC Center MVD
Everett
WA
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Section 3
TNSSS Sample Collection
3.1 Sample Collection
For the original TNSSS, EPA collected samples of the final sewage sludge product(s)
produced at each of the 74 WRRFs. The TNSSS Sampling and Analysis Technical Report
(USEPA, 2009a) describes the sample collection procedures in detail, which was revised
periodically as needed during conduct of the survey. A summary of some of the sample
collection procedures are provided below for the current effort to analyze for the target elements.
EPA began sampling in August 2006 and completed sampling in March 2007. As
described in the original TNSSS report, grab samples were taken using sampling equipment
appropriate to the type of sewage sludge products produced (liquid or solid). Liquid samples
were collected as free-flowing materials from storage tanks, transfer lines, taps, and hoses. After
purging any lines used to collect samples, the liquid samples were placed directly into the final
sample containers. If liquid sewage sludge was held in storage tanks, facility staff turned on
mixing equipment in such tanks prior to sampling so that the collected liquids would be
representative of the bulk product.
Solid samples included dewatered sewage sludge collected from a belt press, filter press,
drying bed, centrifuge, compost pile, or other source on site. Small grab samples were collected
from multiple areas of any large piles, or multiple grabs from any continuous processes (e.g., belt
press), so that samples were more likely to be representative of the bulk product. Several
kilograms of material were collected and mixed for each final product. The person collecting the
sample composited these small grabs in a large precleaned container of appropriate construction,
mixed them well, and transferred the mixed material to the final sample containers. Any excess
material remaining after all the sample containers had been filled was returned to the sewage
sludge process.
The grabs of solid samples ultimately used for the elemental analyses were collected with
a large precleaned plastic serving spoon, mixed in a precleaned plastic wastebasket, and placed
in high density polyethylene (HDPE) jars. Separate sampling equipment was used for each
facility and all equipment was cleaned with a non-phosphate detergent, rinsed three times with
tap water, and then reagent water prior to shipment to the facility.
All containers used to sample sewage sludge for the TNSSS were purchased from
commercial suppliers who provided certificates of analysis for common contaminants of interest
(e.g., metals, semivolatile organics, pesticides, PCBs). The cleaning procedures applied by the
vendors were presumed to be sufficient for the other analytes in the survey for which routine
testing by the vendor was not performed.
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3.2	Representative Samples
Collecting materials during 2006 to 2007 for the TNSSS that were representative of the
bulk sewage sludge product was more difficult at some facilities than at others. For example, at
one facility that composted its final sewage sludge, samples were collected from one of the long
piles of sewage sludge mixed with woods chips. The sampling piles measured approximately 50
feet long and over 6 feet high, with sides sloping up at roughly a 45 degree angle. Samples were
collected from the oldest of the rows at facilities, which ranged from one to six months,
depending on the season. The sampler exposed the materials by digging into the side of the pile
at roughly six points along its length, on both sides of the pile, and a foot or more off the ground
to avoid materials in contact with the concrete substrate.
3.3	Packing and Shipping Samples to the Repository
After all the sample containers were filled and labeled, the sampler packed them for
shipping, using procedures described in the sampling and analysis procedures (USEPA, 2009a).
The sampler encased the glass jars in bubblewrap bags or layers of bubblewrap sheeting. The
HDPE jars sometimes were placed in similar bags, or were packed with loose bubblewrap
around them to prevent movement of the jars during shipping. Samples were packed into sturdy
plastic ice chests. All of the samples from a given site were packed, with ice and bubblewrap, in
either one 48-quart ice chest or two 28-quart ice chests, depending on availability.
Ice was purchased near each facility and packaged in 1-gallon self-sealing plastic bags (in
some cases, the facility provided ice). Approximately one pound of ice was used for each sample
container (e.g., 4 bags containing 2 pounds of ice each were used to cool 8 samples in a 28-quart
ice chest).
Ice chests were shipped overnight from a full-service FedEx office to the sample
repository operated by Microbac Laboratories in Baltimore, Maryland. Each sample shipment
was tracked until receipt was confirmed at the repository.
When samples arrived at Microbac, the repository staff inspected all the ice chests for
external damage or leakage (none occurred). The repository staff did not measure the
temperature of the cooler contents on receipt, but placed the samples in one of two walk-in
freezers dedicated to EPA samples that were maintained at -11°C. Staff at the repository reported
significant amounts of ice still present in the coolers, indicating that the samples were at or
below appropriate temperature upon arrival.
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3.4 Storage and Shipments to Laboratories
The original TNSSS samples were stored frozen from the time of collection during 2006
to 2007 until early in July 2009 when 66 samples were shipped frozen from the EPA sample
repository in Balitmore, MD to the elemental analysis laboratory (Columbia Analytical Services)
for elemental analyses. The samples were shipped frozen, with large quantities of dry ice added
to each cooler. Two shipments of two coolers each were sent to the elemental analysis
laboratory. Despite the fact that one of the shipments was delayed a day en route by FedEx due
to weather, all of the samples were received still frozen with visible dry ice remaining in each
cooler. The cooler temperatures were recorded on receipt, and were -12°C or lower.
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Section 4
Sample Analyses
4.1 Parameters of Interest and Analytical Techniques
The 11 parameters of interest for analysis are shown in Table 3, organized in four
categories, along with the analytical techniques employed. Where formal methods exist, they are
cited in the table; full citations are provided in USEPA (1996a, 1996b, 1997, 2001), ASTM
(2005), and Kahn (1988).
Table 3. Parameters of Interest
Category
Parameter
Analytical Technique or Method
Elements
Total Carbon
EPA Method 440: An aliquot of the air-dried and ground sample is
combusted at 950°C, followed by detection of CO2, H2O, and N (after
reduction of NOx)
Hydrogen
Nitrogen
Oxygen
Modified EPA Method 440: An aliquot of the air-dried and ground
sample is heated in a graphite pyrolysis furnace at 1300°C, converting
the oxygen to CO2, which is measured by infra-red detection. This
modified method employs an oxygen analyzer module designed
specifically for this purpose by the manufacturer
Sulfur
ASTM Method D4239: An aliquot of the air-dried and ground sample is
combusted at 1350°C, followed by infra-red detection of SOx
Forms of
Carbon
Total organic carbon (TOC)
SW-846 Method 9060, as modified by Lloyd Kahn (EPA Region 2): An
aliquot of the air-dried and ground sample is pre-treated with HCI to
remove inorganic carbon. The sample is combusted at 1350°C,
followed by infra-red detection of CO2
Total inorganic carbon (TIC)
TIC is a calculated value, as total carbon minus TOC
Solids
Percent solids (total solids)
An appropriate size aliquot is air dried at 30-40°C until approximately
95% dry. The air dry loss is determined gravimetrically and the air-dried
sample is ground to < 60 mesh. The ground sample is further dried at
105°C and analyzed gravimetrically for residual moisture. The percent
solids are determined based on the overall loss of weight during both
drying steps
Volatile solids
EPA Method 1684: An aliquot of the sample is heated to 550°C and
the volatile solids are determined gravimetrically, as the material lost at
550°C. Volatile solids are reported as the percentage of the total solids
that they represent
Fixed solids
EPA Method 1684: The fixed solids are determined gravimetrically, as
the material that remains after heating the sample to 550°C. Fixed
solids are reported as the percentage of the total solids that they
represent
Metal
Silicon (as silica, SiCh)
SW-846 Methods 3052 (digestion) and 6010 (analysis): An aliquot of
the air-dried and ground sample is digested with HNO3 and H2O2 in a
PTFE vessel, followed by digestion with HF and HCI. Excess HF is
neutralized with boric acid. This procedure results in the complete
dissolution of the sample. The digestate is analyzed by inductively
coupled plasma (ICP) optical emission spectroscopy
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4.2 Laboratory
As with the earlier portions of the TNSSS, EPA prepared for this effort a study-specific
statement of work (SOW) for the elemental analyses and competitively solicited bids from
multiple laboratories. EPA awarded the contract for the elemental analyses to Columbia
Analytical Services, Inc., in Tucson, Arizona.
4.3 Analytical Challenges
From an analytical standpoint, sewage sludge is a challenging matrix with which to work.
The concentrations of pollutants present in a given sample can vary widely, depending on the
nature of the inputs to the treatment plant (e.g., domestic or industrial), and sewage sludge
contains other components that are potential interferences in the analyses of the pollutants of
interest. These interferences can manifest themselves at all stages of the analytical process, from
sample preparation through the final determinative analysis.
Fortunately, the elemental analyses described in this report involved fewer challenges.
For example, the elements of interest are present in substantial quantities in sewage sludge and
analytical sensitivity was never an issue and "nondetects" were not a concern.
The one substantive problem encountered by the laboratory involved air drying the
samples prior to analysis. Some of the samples were liquid that contained large amounts of water
(up to 99%). Even though only a few grams of sample were required for the various analyses,
wet samples were slow to dry at 30 to 40°C. In addition, some WRRFs treat wastewater with
chemical thickeners during production or with lime (calcium carbonate) prior to use or disposal.
These treatment agents can cause the sewage sludge to retain moisture and may make it more
difficult to air dry the samples.
The laboratory reported that some samples required as much as two weeks to air dry,
compared to a more typical two days for other solid matrices such as soils. In response, the
laboratory made minor changes to their sample preparation procedures, including using larger
plastic drying trays for some samples. The larger tray surface allowed the sample to be spread in
a thinner layer for air drying.
The laboratory also reported minor QC problems during the oxygen analyses. They
obtained higher than expected results for some calibration verification standards analyzed at the
end of a batch of sewage sludge samples. The calibration verification standards are QC samples
used to ensure that the instrumentation is under control during the analyses of the field samples.
Based on other QC measures, they believe that the problem was a function of some component
of the sewage sludge matrix itself that affected the instrument over time. They overcame the
problem by reducing the number of samples in each analysis batch, thereby increasing the
frequency at which the calibration verifications were analyzed. Using this approach, the
laboratory was able to meet the acceptance criteria for the calibration verification standards, thus
demonstrating that the instrumentation was in control for each smaller batch of field sample
analyses.
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The total inorganic carbon (TIC) is determined as the difference between the results from
the separate analyses of total carbon and total organic carbon (TOC). In an organic-rich matrix,
such as sewage sludge, most or all of the carbon may be present as organic carbon. Given the
separate potential uncertainties in the measurements of total carbon and TOC, there were a few
instances in which the calculated TIC result was zero or a negative number. In these instances,
the laboratory reported the results as "TOC > TC."
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Section 5
Data Review Procedures
5.1	General Review Procedures
EPA subjected every laboratory data package submitted under this study to a
comprehensive review for data completeness and compliance with project and method
specifications and subcontract requirements to ensure that the data met the objectives of the
study. Trained staff performed these reviews and identified and corrected data deficiencies as
early as possible to maximize the amount of usable data generated during the study.
5.2	QC Elements
As noted in Section 4, the elemental analyses and other analyses in this phase of the
survey are simpler than many of the analyses conducted earlier (USEPA, 2009a and 2009b), and
presented fewer analytical challenges. Another advantage for these elemental analyses is that
well-characterized reference materials are available for the majority of the parameters that can be
used as quality control (QC) checks. Table 4 lists the QC elements and acceptance criteria that
the laboratory employed for each of the analysis types.
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Table 4. QC Elements

Parameter


Category
Method
QC Element
Acceptance Limit

Total Carbon



EPA Method



440
Method blank
LCS1 using S-benzyl thiuronium or phenacetin
Sewage sludge reference material CN 1702
Duplicate sample analysis
Blank <0.01 wt.%

Hydrogen
EPA Method
440
LCS Recovery 95-105%
RM2 Recovery 90-110%
RPD3 of duplicates
Elements
Nitrogen
EPA Method
440
<10%

Oxygen
Method blank
Blank <0.01 wt.%

EPA Method
LCS using benzoic acid or acetanilide
LCS Recovery 95-105%

440 (modified)
Duplicate sample analysis
RPD of duplicates <20%

Sulfur
ASTM D4239
Method blank
Coal reference material AR2776 run in replicate
Sewage sludge reference material CN 1702
Duplicate sample analysis
Blank <0.01 wt.%
RM Recovery 90-110%
RPD of duplicates <20%
Forms of
Carbon
Total organic
Method blank
Blank <0.01 wt.%
carbon (TOC)
SW-846 9060
Coal reference material AR2781 run in replicate
Duplicate sample analysis
RM Recovery 90-110%
RPD of duplicates <20%

Total solids



EPA Method



1684



Volatile solids
Method blank
Blank <0.01 wt.%
Solids
EPA Method
Rice flour reference material AR2028 run in replicate
RM Recovery 85-115%

1684
Duplicate sample analysis
RPD of duplicates <20%

Fixed solids



EPA Method



1684



Silicon (as
Method blank
Blank <0.01 wt.%
Metal
silica, Si02)
NIST SRM 2710 Montana soil
RM Recovery 85-115%

SW-846 6010
Duplicate sample analysis
RPD of duplicates <20%
1	LCS = Laboratory control sample
2	RM = Reference material (may be a NIST Standard Reference Material®, or a certified reference material from
another source)
3RPD = Relative percent difference
Because a reference material for oxygen was not readily available, the laboratory
employed two laboratory control samples (LCS) analyses, one prepared from benzoic acid and a
second one prepared from acetanilide were utilized. Conversely, because two reference materials
were available for the sulfur analyses, no LCS was employed for that analysis. An LCS was not
employed for the TOC analyses.
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Since total inorganic carbon (TIC) is a calculated value, there are no QC elements exclusive to
this parameter. Rather, the quality of the TIC results is dependant on the QC associated with the
total carbon and total organic carbon measurements.
5.3 Data Review Findings
The data review efforts did not identify any substantive issues with the quality of the
analytical results for the elemental analyses. As noted earlier, the laboratory reran some samples
because of issues they identified during their internal reviews. The availability of applicable
reference materials for these analyses also aided in ensuring data quality.
We did identify a small number of data reporting errors and inconsistencies, including a
few instances of transposed results and spreadsheet cells formatted as text instead of numbers.
These issues were found in the electronic data during efforts to compile the data from several
electronic data deliverables into a single file of the study results. EPA examined the
corresponding hard copy results, contacted the laboratory to confirm the errors, and requested
that the laboratory submit corrected data. The few errors and consistencies that we identified
were readily resolved by working with the laboratory.
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Section 6
Study Results
6.1 Summary Results
Table 5 provides a summary of the results for the 66 TNSSS archive samples analyzed,
listing the minimum, maximum, mean, and median results for each parameter. All sample results
are reported in percent dry weight.
Table 5. Summary Results
Parameter
All Results in Weight Percent, on a Dry-Weight Basis
Minimum
Maximum
Mean
Median
Carbon
12.90
46.31
31.17
31.39
Hydrogen
0.18
6.69
3.94
4.09
Nitrogen
1.15
7.94
3.84
3.97
Oxygen
5.17
29.27
19.64
20.43
Sulfur
0.13
4.05
1.32
1.18
TOC
10.39
45.27
29.93
30.77
TIC (calculated)*
0.00
7.45
1.37
1.02
Silica, Total
3.10
43.50
13.84
10.97
Siliconf
1.45
20.33
6.47
5.13
*ln instances where the TOC result was greater than or equal to the result for total
carbon, the laboratory reported TIC as "TOC > TC." TIC was converted to 0.00 for the
purposes of the survey.
fThe results for silica (SiC>2) were converted to silicon (Si) by multiplying the silica result
by 0.4675, which is the percentage by weight of Si in SiC>2.
Table 6 provides a similar summary of the results for total solids, volatile solids and fixed
solids for the 66 samples. The results for the total solids are reported as percent dry weight. The
fixed and volatile solids are calculated as a percentage of the total solids content. In addition,
because the fixed solids and volatile solids are complementary to one another (e.g., volatile
solids represent the material lost when the sample is heated to 550°C, while fixed solids
represents the material that remains), the minimum/maximum value for the fixed solids and the
minimum/maximum value for volatile solids do not occur in the same sample.
Table 6. Summary Results for Solids
Parameter
All Results in Percent, on a Dry-Weight Basis
Minimum
Maximum
Mean
Median
Total Solids (weight percent)
0.49
88.43
22.72
18.23
Volatile Solids (as percentage of total solids)
16.87
83.80
56.56
59.14
Fixed Solids (as percentage of total solids)
16.20
83.13
43.44
40.87
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6.2	Analytical Completeness
"Completeness" is a quality assurance measure of the number of samples collected and
analyzed compared to the number of useable results. All of the results for this elemental analysis
study met the acceptance criteria in the applicable analytical methods and the laboratory
provided usable results for every sample submitted for analysis. Thus, analytical completeness is
100% for the overall effort.
6.3	Analytical Sensitivity
EPA did not expect that sensitivity would be a concern for the elemental and other
analyses in this portion of the survey; all sewage sludge contains the elements of interest and all
sewage sludge contains solids. The laboratory routinely air dries and grinds all samples prior to
analysis and the elements of interest are not lost during drying.
The only instances of "nondetects" occurred for the total inorganic carbon (TIC). In ten
samples, the results for total organic carbon (TOC) were greater than or equal to the results for
total carbon (TC), and the calculated TIC was a negative number.
EPA examined the ten cases where this occurred. In 7 cases the percent difference
between the TC result and the TOC result was less than or equal to 2%. Thus, even a 1%
uncertainty in each of the two measurements might have caused the TOC to exceed the total
carbon result. The remaining three cases involved percent differences between 6 and 15%, all
within reasonable uncertainty estimates for the two measured values involved in the calculation.
Because negative values for the TIC have no physical meaning, all ten of those TIC results were
set to 0.00 for the purposes of the reporting results from this study.
6.4	Accounting for the Total Mass of Sewage Sludge
One goal of the elemental analyses effort was to help further determine the makeup of
sewage sludge. EPA was interested in determining what percentage of the total mass of the
biosolids in the TNSSS specifically, and in sewage sludge in general, consisted of the elements
carbon, hydrogen, nitrogen, oxygen, sulfur, and silicon, as well as other major constituents (e.g.,
phosphorus, total organic carbon, and total, fixed, and volatile solids). Table 7 provides
information on the percent makeup for two elemental combinations of treated sewage sludge.
Table 7. Percent of Sample Mass Comprised of Selected Elements

C,N,H,0,S, and Si only
C,N,H,0,S, Si, plus AI,Ca,Fe,Mg,P, and Na
Minimum (%)
36.83
52.30
Maximum (%)
86.39
94.55
Mean (%)
66.37
77.37
Median (%)
66.52
80.42
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On average across all 66 samples, we can account for approximately 66.4% and 77.4% of the
mass of the sewage sludge, respectively, using these two groups of analytes from Table 7. Using
all 12 analytes, we can account for almost 95% of the mass of one sample (i.e., maximum %) and
over 50% of all other samples.
6.5 Comparison to Background Soil Concentrations
Finally, we compared the results for the sewage sludge samples in this study to data for
soils in the U.S. Table 8 compares the mean and median results from this study to data for typical
soils (A Horizon) from the U.S. Geological Survey (Smith et al., 2013). The U.S. Geological
study sampled 4,857 sites for various geochemical and mineralogical elements and minerals in
soils of the conterminous United States.
Table 8. Comparison of Sewage Sludge to Soil Elemental Concentrations
Element
Sewage Sludge Mean %
Sewage Sludge Median %
Soil Mean %
Soil Median %
TIC
1.37
1.02
0.30
0.60
TOC
29.93
30.77
2.75
1.55
O
19.64
20.43
—
—
Si
6.47
5.13
—
...
Ca
4.46
2.75
1.61
0.74
H
3.94
4.09
—
...
N
3.84
3.97
—
...
Fe
2.39
1.42
2.19
1.99
P
2.07
1.76
0.06
0.05
S
1.32
1.18
0.06
0.03
Al
1.29
1.10
4.65
4.71
Based on the comparative data in Table 8, it can be seen that sewage sludge can be a
source of essential plant nutrients. Nutrients such as calcium, nitrogen, phosphorus and sulfur are
all essential plant nutrients which are low in soils and sewage sludge can provide an adequate
supply for plant growth. Any land application of sewage sludge should follow the pollutant
limits and other regulations set forth in 40 CFR Part 503.
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Section 7
References
Kahn, Lloyd, 1988. USEPA Region II, Determination of Total Organic Carbon in Sediment, July
1988.
McQuaker, N. R., and M. Gurney, 1977. Determination of total fluoride in soil and vegetation
using an alkali fusion-selective electrode technique. Analytical Chemistry. 49(l):53-56
Schacklette, H.T., and J.G. Boeragen, 1984. Element Concentrations in Soil and Other Surficial
Materials of the Conterminous United States, USGS Professional Paper 1270.
https://pubs.usgs.gov/pp/1270/.
Smith, D.B., W.F. Cannon, L.G. Woodruff, F. Solano, J.E. Kilburn, and D.L. Fey, 2013.
Geochemical and mineral ogical data for soils of the conterminous United States: U.S. Geological
Survey Data Series 801, 19 p., https://pubs.usgs.gov/ds/801/.
USEPA, 1992. Statistical Support Documentation for the 40 CFR, Part 503 Final Standards for
the Use or Disposal of Sewage Sludge. Volume I. Final Report November 11, 1992.
https://www.epa.gov/sites/production/files/2015-
04/documents/statistics 1992 support document - biosolids vol i.pdf
USEPA, 1992. Statistical Support Documentation for the 40 CFR, Part 503 Final Standards for
the Use or Disposal of Sewage Sludge. Volume II. Final Report November 11, 1992.
https://www.epa.gov/sites/production/files/2Q15-
04/documents/statistics 1992 support document - biosolids vol ii.pdf
USEPA, 1996a. SW-846 Method 3052, Microwave Assisted Acid Digestion of Siliceous and
Organically Based Matrices, December 1996.
https://www.epa.gov/sites/production/files/2015-12/documents/3052.pdf.
USEPA, 1996b. SW-846 Method 6010B, Inductively Coupled Plasma-Atomic Emission
Spectrometry, December 1996.
USEPA, 1997. Method 440.0, Determination of Carbon and Nitrogen in Sediments and
Particulates of Estuarine/Coastal Waters Using Elemental Analysis, National Exposure Research
Laboratory Office of Research and Development, Cincinnati, OH, September 1997.
https://cfpub.epa.gov/si/si public record report.cfm?Lab=NERL&dirEntryId=309418.
USEPA, 2001. Method 1684, Total, Fixed, and Volatile Solids in Water, Solids, and Biosolids,
Office of Water, January 2001, EPA-821-R-01-015.
https://www.epa.gov/sites/production/files/2015-10/documents/method 1684 draft 2001.pdf.
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USEPA, 2002. Statistical Support Document for the Development of Round 2 Biosolids Use or
Disposal Regulations. April 2002; EPA -822-R-02-034.
https://www.epa.gov/sites/production/files/2018-ll/documents/statistical-support-doc-round2-
biosolids.pdf.
USEPA, 2009a. Targeted National Sewage Sludge Survey Sampling and Analysis Technical
Report, January 2009, EPA-822-R-08-016. https://www.epa.gov/sites/production/files/2018-ll/
documents/tnsss-sampling-anaylsis-tech-report.pdf.
USEPA, 2009b. Targeted National Sewage Sludge Survey Statistical Analysis Report, April
2009, EPA-822-R-08-018. https://www.epa.gov/sites/production/files/2021-02/documents/tnsss-
statistical-analysis-report.pdf.
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